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15-1467 1927 Fillmore St plans
n Red (ENGINEERS) Enertech SUBMITTAL DATA iW o : ---------- 14 ' r--------------------� STANDARD FEATURES: OPTIONS: PLAN ❑*Drum Louvers ❑Custom Built up to 200,000 cfm ❑1"Ultra Lite Duct Liner ❑Powder Coated 3" ❑TDC Duct Connection ❑318"Nut Insert at each corner ❑Galvanized Steel Construction: for mounting F 24 gauge DPD 1206-5 thru 2510-15 ❑"Premium Performance"-360'rotating drop —� 20 gauge DPD 3510-20 thru 6012-40 diffuser(1.5 RPM-Electric motor driven) L--"B" (Sq )__j 18 gauge DPD 7012-50 thru 7215-62.5 (Note:duct connection changes to round- equivalent square) ELEVATION ❑Omit pyramid center air diverter ❑Omit insulation GRILLE NOMINAL VELOCITY TOTAL QTY MODEL# "T" (sq.) ,"B" 7" SIZE CFM TONS *THROW N.C. PRESSURE iPREgSSSUR o i in w.g. deflection DPD1206-5 14" 22" 9" 12"x 6" 2,000 5 35-43-61 43 .062 .433 DPD1806-7.5 20" 28" 9" 18"x 6" 3,000 7.5 43-53-74 44 .062 .370 DPD3006-10 22" 40" 9" 30"x 6" 4,000 10 50-61-86 38 .040 .205 DPD2010-12.5 24" 30" 13" 20"x 10" 5,000 12.5 52-65-91 44 .059 .290 DPD2510-15 28" 35" 13" 25"x 10" 6,000 15 60-73-101 41 .049 .201 DPD3510-20 30" 45" 13° 35"x 10" 8,000 20 71-88-122 41 .041 .170 DPD4010-25 36" 50" 13" 40"x 10" 10,000 25 76-93-131 36 .031 .159 DPD5010-30 38" 60" 13" 50"x 10" 12,000 30 86-105-149 38 .032 .160 DPD6012-40 40" 70" 15" 60"x 12" 16,000 40 88-108-154 40 1 .031 1 .159 DPD7012-50 48" 80" 15" 70"x 12" 20,000 50 89-110-159 42 .032 .160 DPD7215-62.5 52" 82" 18" 72"x 15" 25,000 62.5 110-137-190 44 .041 .118 *Throws based on 150-100-50 FPM terminal velocities with aid of a ceiling. ISOTHERMAL CONDITIONS @ ZERO DEFLECTION CORRECTION FACTOR 3 ft.below ceiling reduces throw 10%isothermal Deflection 15' 30' 4 ft.below ceiling reduces throw 20%isothermal NC +4 +9 no ceiling reduces throw 30%isothermal Throw x .85 x.73 cold supply(20°F AT)reduces horizontal throw 30%while increasing vertical throw by 30% Total Pressure x 1.5 x 1.9 warm air(20'F AT)increases horizontal throw 30%while reducing vertical throw by 30% Job Name: Drum Louver Location: El bi Plenum Diffuser Architect: DRAWN BY: DATE: REV. DATE: C LJ 9-1-99 5-29-12 Engineer: REV. NO. APPROVED BY: DWG.NO.: Contractor: 10 CLJ H-1 United (ENGINEERS) SUBMITTAL DATA I I 1 I 1 I 1 1 T— T" (sq.)--( dr SMS� vL 4 b7 I I , I I 1 I I I r---------_---- _____i PLAN STANDARD FEATURES: OPTIONS: 3„ ❑'Drum Louvers ❑Custom Built up to 200,000 chn ❑1"Ultra Lite Duct Liner ❑Powder Coated ❑TDC Duct Connection ❑3/8"Nut Insert at each corner ❑18 Ga Galvanized Steel Construction for mounting ❑"Premium Performance"-360"rotating drop diffuser(1.5 RPM-Electric motor driven) (Note:duct connection changes to round- equivalent square) BI, (sq.) ❑Omit insulation ELEVATION GRILLE NOMINAL VELOCITY TOTAL QTY MODEL# "T" (sq.) "B" "F" SIZE CFM TONS *THROW N.C. PRESSURE iPREgSSoUR o in w.g. deflection DPD6610-75 48" 148" 32" 66"x 10" 30,000 75 97-118-166 42 .040 .160 DPD6612-87.5 50" 148" 36" 66"x 12" 35,000 87.5 105-125-175 42 .040 .150 DPD7212-105 56" 160"1 36" 72"x 12" 1 42,000 1 105 115-141-200 46 1 .050 .160 "Throws based on 150-100-50 FPM terminal velocities with aid of a ceiling. ISOTHERMAL CONDITIONS @ ZERO DEFLECTION CORRECTION FACTOR 3 ft.below ceiling reduces throw 10%isotheramal Deflection 15' 30' 4 ft.below ceiling reduces throw 20%isotheramal NC +4 +9 no ceiling reduces throw 30%isotheramal Throw x.85 x.73 cold supply(20"F AT)reduces horizontal throw 30%while increasing vertical throw by 30% Total Pressure x 1.5 x 1.9 warm air(20°F AT)increases horizontal throw 30%while reducing vertical throw by 30% Job Name: Drum Louver Location: Plenum Diffuser Architect: DRAWN BY: DATE: REV.DATE: CLJ 10-13-05 12-16-11 Engineer: REV.NO. APPROVED BY: DWG.NO.: Contractor: 7 BGT H-2 United (ENGINEERS) Enertech SUBMITTAL DATA L---------------------J ---------------------J i I I I i i 4 i i ld ti("R P" i J L r---------------------1 r---------------------i PLAN 3" STANDARD FEATURES: OPTIONS: ❑'Drum Louvers ❑Custom Built up to 200,000 cfm ❑1"Ultra Lite Duct Liner ❑Powder Coated ❑TDC Duct Connection ❑3/8"Nut Insert at each corner ❑18 Ga Galvanized Steel Construction for mounting ❑"Premium Performance"-360'rotating drop diffuser(1.5 RPM-Electric motor driven) (Note:duct connection changes to round- equivalent square) ❑Omit insulation ELEVATION GRILLE NOMINAL VELOCITY TOTAL QTY MODEL# "T" (sq.) "B" 7" SIZE cFM TONS *THROW N.C. PRESSURE iPRESSSURE in w.g. deflection DPD6610-150 86" 150" 48" 66" x 10" 60,000 150 102-124-172 43 .040 .132 DPD6612-200 92" 150" 54" 66" x 12" 80,000 200 110-135-191 46 .050 .160 DPD7215-275 110" 162"1 63" 72" x 15" 1 110,000 275 138-165-234 48 1 .050 1 .140 `Throws based on 150-100-50 FPM terminal velocities with aid of a ceiling. ISOTHERMAL CONDITIONS @ ZERO DEFLECTION CORRECTION FACTOR 3 ft.below ceiling reduces throw 10%isotheraral Deflection 15° 30' 4 ft.below ceiling reduces throw 20%isotheramal NC +4 +9 no ceiling reduces throw 30%isotheramal Throw x .85 x .73 cold supply(20`F AT)reduces horizontal throw 30%while increasing vertical throw by 30% Total Pressure x 1.5 x 1.9 warm air(20°F LT)increases horizontal throw 30%while reducing vertical throw by 30% Job Name: Drum Louver Location: Plenum Diffuser Architect: DRAWN BY: DATE: REV. DATE: CLJ 10-13-05 12-16-11 Engineer: REV. NO. APPROVED BY: DWG. NO.: Contractor: 6 BGT H-3 O' J CHI TECT 1 2 3 4 5 8 7 8 9 10 11 ARCHITECT rn N SHEET INDEX Jill CODE ANALYSIS 3 DOWNEAST HOME # NAME clTv or- rn - 1-GENERAL LSTnrEo onNUOY APPLICABLE CODES G00o GENERAL LNOT G001 GENERAL NOTES AND ABBREVIATIONS Year Year G002 ENERGY COMPLIANCE CANYON PARK WEST n G10I PLAN 3 International Building Code 2D12 National Electrical Code 2014 G1o1 SITE PLAN AN International Mechanical Code 2019 Uniform Code for G102 DUMPSTER ENCLOSURE PLAIN FALLS FIRE DE _ Idaho State Plumbing Code 2014 Building Conservation N/A TWIN FALLS, I DAHO G103 SITE ELEMENTS O C v I li ildenes nternationalFireCode 2012 ADAAccessibility 20091CC/ G200 WALL LEGEND vi �g� International Energy Conservation 2012 Gu ANSI A117.7 ' ADA/ABA z-civlL 5 ICANYON PARK AMMENDED SUBDIVISION �w j c I 4-ARCHITECTURAL A100 CONTROL PLAN A. Occupancy and Group: M A1o1 FLOOR PLAN �\ A111 1ST FLOOR RCP 1 R Change in Use:Yes o X Mixed Occupancy:Yes No X O M C A120 ROOF PLAN 1 O a m II Special Use and Occupancy(e.g.High Rise,Covered Mall): none* L/ �•! o a A200 ELEVATIONS 4 O Q CJ towft \ A201 ELEVATIONS 3 Iy Y B. Seismic Design Category: SEE STRUCT. Design Wind Speed: 115 mph Az0o INTERIOR ELEVATIONS a O O w g 9 9 rY 9 P P A3oo BUILDING SECTIONS 1 z f A311 WALL SECTIONS 2 J N y C. Type of Construction (circle one): A311 WALL SECTIONS 2 A400 RESTROOMS 1 I I II9eauh 8IIA410 SUSPENDED TRELLIS 1 A B AA B HT A B A501 DETAILS 1A501 DETAILS 1 D. Fire Resistance Rating ements for the Exterior Walls based on the fire A502 DETAILS Al��_l separation distance(in hours): A503 DETAILS 1 North: 0 South: 0 East: 0 West:0 A600 STOREFRONT&DOORS 3 E. Mixed Occupancies: NO Nonseparated Uses: 1m / 5-STRUCTURAL So.00 INDEX,LEGENDS,AND SPECIFICATIONS S0.01 STRUCTURAL MATERIAL SPECIFICATIONS&SPECIAL INSPECTIONS F: Sprinklers: S1.01 FOUNDATION PLAN 51.02 ROOF FRAMING PLAN Required: NO Provided: ES S2.01 CONCRETE FOUNDATOINS&SLAB-SCHEDULES AND TYP.DETAILS S2.02 CONCRETE WALL-PIER AND REINFORCING-SHCEUDULES&TYP DETAILS G: Number of Stories: 1 Buil gHeight: 25'-0" S2.11 MASONRY-SCHEDULES AND TYP.DETAILS S2.21 STEEL CONNECTIONS AND DECK-SCHEDULES AND TYP DETAILS 10 N H: Actual Area S2.22 STEEL JOISTS-SCHEDULES AND TYP.DETAILS per�r square eet): 52.31 COLD-FORMED STEEL WALL-SCHEDULES AND TYP.DETAILS Main ROOD 00 S ft S2.32 COLD-FORMED STEEL JOIST,BEAM-SCHEDULES AND TYP.DETAILS Total sq ft: 18,000 sq ft S3.01 FOUNDATION DETAILS 53.11 ROOF FRAMING DETAILS 6-MECHANICAL M00o HVAC LEGENDS AN FICATIONS I: Tabular Area: 12,500 SF o M001 HVAC ENERGY CALCULATIONS OC M211 HVAC FIRST FLOOR PLAN M300 HVAC SCHEDULES J: Area Modifications: � 'c A Allowable area per story SO FT 40,250 otiG M400 HVAC DETAILS a ( P Y( ))- O� P000 PLUMBING LEGEND,ABBREVIATIONS,&SPECIFICATIONS o S At (Tabular area per story in accordance with Gpp. P211 PLUMBING FLOOR PLAN table 503(SO FT))= 12,500 e9(O P221 PLUMBING ROOF PLAN f (Area increase factor due to frontage as calculated — �sr� P3oo PLUMBING DETAILS in accordance with section 506.2)= .22 oFo 'm m Area increase factor due to sprinkler protection Jj 7-ELECTRICAL -a s as Calculated in accordance with h section 506.3)= 2 `TO+ EEo01 SYMBOLS LEGENDag g F (Building perimeter that fronts on a public way o EE002 ELECTRICAL SPECIFICATIONS EXIT EL701 LEVEL i LIGHTING PLAN # or open space haveing 20 Feet open N 14,862 AREA SF 2450CCS. EL601 FIXTURE SCHEDULE minimum width feet))= 270'0" 8'-0 4890CC. 88'-0 37 R. EP101 LEVEL POWER PLAN 77'P. EP801 ONE-LINE DIAGRAM P (Perimeter of entire building(feet))= 569'0" SYMBOLS Grand total:54 W (Weighted width of public way or open space A SF (feet)in accordance with section 506.2.1)= 30' 2'�9occ. G � DEFERRED SUBMITTALS f3.1?CR. SYON°YS� � If A2 -- 1. FIRE ALARM SYSTEM MAXIMUM OCCUPANT LOAD a) Aa=�At+[AtIf]+[AtIs If= [270'-0"/569-0.2530/30 SEP MINIMUM RED,EXIT WIDTH 2. OPENWEBJOISTS 7 L EY EXIT WIDTH PROVIDED b) Total Allowable Area for: zocc. 3. FIRE SPRINKLING SYSTEM 1) LVL 1: +40,250 SF > Actual area +18,000 SF c) Sum of the Ratio Calculations for Mixed Occupancies: For purpose of this FUNCTION OF SPACE ALTERNATES al�� = o Actual Area = 18,000 sq ft calculation assumed all MAX.EXIT ACCESS TRAVEL DISTANCE 123'-0" 1. POLISHED CONCRETE E _ .42 interior area M ' MERCANTILE......................................00CUPANCY 1,30 SF FLOORS THROUGHOUT o Allowable Area = 40,250 sq ft Exir a, 2437"R. f��r (•`oor c- (g 37"R. �4 'h" -fir d) Unlimited Area Building: Yes No X Code Section: N/A ar'P. P`¢^ 5^ j�OJc d— STORAGE/STOCK/SHIPPING............OCCUPANCY 1:300 SF C GG �ccS[ S �ro1:� L C COO O ~ F w 3 K. Fire Resistance Rating Requirements for Building Elements(hours). 1 rr�� -- — Per Table 1004.1.1 of the IBC o Element Hours Assembly Element Hours Assembly S �r .rtG�lpr Listing Listing LIFE SAFETY PLAN '�°rc9`a` SITE VICINITY N Exterior Bearing Walls 0 N/A Floors-Ceiling Floors 0 N/A Interior Bearing Walls 0 N/A Roofs-Ceiling Roofs 0 N/A U) Exterior Non-Bearing Walls 0 N/A Exterior Doors and Windows 0 N/A Q C Structural Frame 0 N/A Shaft Enclosures 0 N/A o Partitions-Permanent Fire Walls LICENSED 0 N/A 0 N/A ARCHITECT ARCHITECT MECHANICAL ENGINEER 1 Z o o Fire Barriers Fire Partitions 0 N/A 61rATE7A.UP 2 smoke Partitions D N/A WOODBURY CORPORATION DC ENGINEERING ky O a L. Design Occupant Load: 2733 E PARLEYS WAY, SUITE 300 440 E CORPORATE DR, SUITE 103 00 LL y m Sales Area:14,662 Sg Ft 30 SF:Person ass People SALT LAKE CITY, UT 84109 MERIDIAN, ID 83642 N Storage Area:2,667 Sq Ft/ 9 SF:Perso =9 People (801)485-7770 (208)288-2181 4� Y i Exit Width Required: Exit Width Provided: ° o Sales: 489*.15=73.35" Main Entry: 72" Rear: 42" STRUCTURAL ENGINEER ELECTRICAL ENGINEER PROJECT LocATION - v storage: 9*.15=1.35" Rear Exit: 36" DC ENGINEERING DC ENGINEERING M. Minimum Number of Required Plumbing Facilities: 440 E CORPORATE DR, SUITE 103 440 E CORPORATE DR, SUITE 103 T a) Water Closets-Required=2 Provided=2 MERIDIAN, ID 83642 MERIDIAN, ID 83642 E b) Lavatories-Required=2 Provided=2 (208)288-2181 (208)288-2181 `I o c) Bath Tubs or Showers: N/A m d) Drinking Fountains: 1 HI,1 LO Service Sinks: 1 '' MAGIC VALLEY MALL CIVIL ENGINEER 0 *Occupancy to be determined as part of interior finish construction documents to be 772 2 submitted and constructed by separate building permit application. EHM Building Plans have ✓ �I f 621 N COLLEGE RD#100, been Pviewed and approved ;r'V Y}!� vJ PROJECT#:5116 ' TWIN FALLS, ID 83301 n61ru01ionsubie0t DATE:05/29/ 5 y C N BY (208)734-4888 Field Inspection tt SC AL sin icat Fage�o�f��,],9�_� Y 1 I 2 I 3 I I I I I 4 5 5 7 8 I Q Dated I 10 J 1 I 2 ' 3 I 4 I 6 I 6 I 7 I 8 ' 9 ( 10 I 11 ucEeseo c a. ARCHITECT .. .. -.. Al, . N ' GENERAL NOTES: GENERAL CONSTRUCTION NOTES ABBREVIATIONS -- a ' . SYMBOLS y/p4/14 LYNN B.WOOOBURY 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL CODE 14.APPLY A NON-SLIP BROOM FINISH TO EXTERIOR CONCRETE 1.THE OWNER RESERVES THE RIGHT TO ESTABLISH REASONABLE 25.CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY POWER, AB ANCHOR BOLT MH MAN HOLE - 6TATE Oi I.. = REQUIREMENTS,AND THE LOCAL JURISDICTION DESIGN AND PLATFORMS,STEPS,RAMPS,CURBING,AND ELSEWHERE AS RULES AND REGULATIONS PERTAINING TO THE USE OF THE SITE TELEPHONE,WATER,HEAT,AND SANITARY FACILITIES. ACOUST ACOUSTICAL MATL MATERIAL CONSTRUCTION STANDARDS,FOR AREAS NOT COVERED BY INDICATED. DURING THE PROJECT CONSTRUCTION. CONTRACTOR SHALL SUPPLY GROUNDED EXTENSION CORDS, A/C AIR CONDITIONING MFR MANUFACTURER 1 PUBLISHED PROJECT SPECIFICATIONS OR THE LOCAL OTHER CONNECTION DEVICES,AND SHALL PROTECT CORDS AND ALUM ALUMINUM MAX MAXIMUM FB•A101 CALLOUT HEAD JURISDICTION STANDARDS AND SPECIFICATIONS DRAWING.THE 15.CRACKING,SHIFTING OR DAMAGED CONCRETE SHALL BE 2.DO NOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS OR EQUIPMENT FROM THE PUBLIC. ANOD ANODIZED MECH MECHANICAL e Z o WORK SHALL ALSO COMPLY WITH THE PROJECT PLANS,PROJECT REPLACED AT CONTRACTORS EXPENSE PRIOR TO ACCEPTANCE EQUIPMENT.STOCKPILE ALL MATERIALS WITHIN PRESCRIBED AREAS ARCH ARCHITECT MTL METAL SPECIFICATIONS,AND PROJECT GEOTECHNICAL ENGINEERING OF WORK. AGREED UPON BY THE OWNER. 26.CONTRACTOR SHALL PROVIDE SEPARATE DUMPSTER AND SHALL ASPH ASPHALT MEZZ MEZZANINE _ REPORT,WHICHEVER IS THE MOST STRINGENT.CONTRACTOR BE RESPONSIBLE FOR THE REMOVAL FROM THE PREMISES AND @ AT MIN MINIMUM 197 O K SHALL REQUEST ADDITIONAL CLARIFICATION INFORMATION FROM 16.CONTRACTOR SHALL PROVIDE ALL GUARANTEES IN WRITING 3.CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN, DISPOSAL OF ALL CONSTRUCTION DEBRIS AND DEMOLISHED MTD MOUNTED a ARCHITECT. AND WORDED AS APPROVED BY OWNERS REPRESENTATIVE AND PROVIDE FACILITIES FOR THE DISPOSAL OF WASTE MATERIALS, MATERIALS. BD BOARD MULL MULLION 30 12 CASEWORK TAG ,� o LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK. REGULAR CLEANUP OF THE CONSTRUCTION SITE,AND IMPLEMENT BILKS BLOCKING 36 _ 2.ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO PRECAUTIONS AND PROCEDURES AS TO MINIMIZE NOISE,DUST OR 27.ALL SUBMITTALS REQUIRED HEREIN SHALL BE SENT TO THE BLDG BUILDING INS _ G NATURAL GRADE QQ INSPECTION BY THE OWNER AND THE LOCAL AUTHORITY HAVING 17.DUST,MUD AND EROSION SHALL BE CONTROLLED BY OTHER HARMFUL OR UNDESIRABLE AFFECTS ON ADJOINING TENANT ARCHITECT VIA EMAIL:WOODBURY CORPORATION:DREW BM BEAM NOM NOMINAL CUSTOM U aS m JURISDICTION.THE OWNER AND THE LOCAL AUTHORITY HAVING WHATEVER MEANS NECESSARY,AND THE ROADWAY SHALL BE SPACES. WHITEHEAD;D WHITEHEAD@WOODBURYCORP.COM.ALL SAMPLES BOT BOTTOM NIC NOT IN CONTRACT Q tpp�C JURISDICTION RESERVE THE RIGHT TO ACCEPT OR REJECT ANY KEPT FREE OF MUD AND DEBRIS,AT ALL TIMES. AND DRAW DOWNS SHALL BE SENT WITH A TRANSMITION LETER TO BOW BOTTOM OF WALL NO# NUMBER 11 DOOR TYPE TAG N a} SUCH MATERIALS AND WORKMANSHP THAT DOES NOT CONFORM 4.WHERE ALLOWANCES ARE CALLED FOR,CONTRACTOR SHALL WOODBURY CORPORATION,2733 E PARLEYS WAY SUITE 300,SALT BRK BRICK NTS NOT TO SCALE TO ITS STANDARDS AND SPECIFICATIONS. LLONS. 1S.CONTRACTOR SHALL REPLACE ANY EXISTING SIDEWALK OR OBTAIN AND SUBMIT PROPOSALS FOR THE WORK OF EACH LAKE CITY,UT 84109;ATTENTION:DREW WHITEHEAD Z Q= CURB&GUTTER ALONG THE FRONTAGE OF THIS PROJECT THAT ALLOWANCE.CONTRACTOR'S COST FOR UNLOADING,HANDLING, CI CAST IRON OBS OBSCURE O 3.THE CONTRACTOR SHALL NOTIFY THE LOCAL AUTHORITY IS DAMAGED BY CONTRACTOR,AS DIRECTED BY THE ARCHITECT LABOR,INSTALLATION,OVERHEAD AND PROFIT,AND ANY OTHER 28.THE CONTRACTOR AND APPROPRIATE SUBCONTRACTORS SHALL CB CATCH BASIN OC ON CENTER >rn L- HAVING JURISDICTION INSPECTION SECTION,A MINIMUM OF 48 AND LOCAL AUTHORITY HAVING JORISDICTION. EXPENSES CONTEMPLATED FOR THE ORIGINAL ALLOWANCE SHALL BE BE RESPONSIBLE FOR REVIEW OF SHOP DRAWINGS,PRODUCT CLG CEILING OPNG OPENING +�+ 1 A101 1 BUILDING ELEVATION D a m HOURS AND A MAXIMUM OF 86 HOURS PRIOR TO STARTING INCLUDED IN THE CONTRACT SUM AND NOT IN THE ALLOWANCE. DATAAND SAMPLES PRIOR TO SUBMISSION.THE CONTRACTOR CENT CEMENT Opp OPPOSITE p t9 CONSTRUCTION. 19.ALL PUBLIC IMPROVEMENTS WITHIN THE LOCAL AUTHORITY SHALL FIELD VERIFY DIMENSIONS,FIELD CONSTRUCTION CRITERIA, CL CENTER LINE DAL OVERALL LENGTH Op Qa w HAVING JORISDICTION SHALL BE CONSTRUCTED ACCORDING TO 5.CHANGE ORDERS FOR UNIT-COST TYPE ALLOWANCES SHALL BE CATALOG NUMBER,CONFORMANCE WITH SPECIFICATIONS AND CHNL CHANNEL DO OUTSIDE DIAMETER y Y 4.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE THEIR STANDARD SPECIFICATIONS AND DETAILS FOR MUNICIPAL BASED SOLELY ON THE DIFFERENCE BETWEEN THE ACTUAL UNIT DRAWINGS,AND ALL OTHER APPLICABLE DATA. CLF CHAIN LINK FENCE OFD OVERFLOW DRAIN 1 LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN CONSTRUCTION(LATEST EDITION). PURCHASE AMOUNT AND THE UNIT ALLOWANCE MULTIPLIED BY THE CT CERAMIC TILE OFCI OWNER FURNISHED 1 O O Z S ON THESE PLANS IS BASED ON THE RECORDS OF THE VARIOUS FINAL MEASURE OR COUNT OF WORK-IN-PLACE WITH REASONABLE 29.SHOP DRAWINGS AND PRODUCT DATA SHALL BE PRESENTED IN CUR CLEAR CONTR INSTALLED UTILITY COMPANIES AND WHERE POSSIBLE,MEASUREMENTS 20.THE CONTRACTOR SHALL EXAMINE THE SITE AND FULLY ADJUSTMENT WHERE APPLICABLE FOR CUTTING LOSSES, A CLEAR AND THROUGH MANNER.INCORPORATED MATERIALS CO CLEAN OUT OSB ORIENTED-STRAND BOARD r TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED ON DETERMINE THE CONDITIONS UNDER THIS CONTRACT.NO TOLERANCES,MIXING WASTES,AND SIMILAR MARGINS. SHALL BE CLEARLY MARKED TO IDENTIFY THE APPLICABLE COL COLUMN 1 A101 1 STOREFRONT ELEVATION TAG U AS BEING EXACT OR COMPLETE.THE CONTRACTOR IS ALLOWANCE WILL BE MADE FOR FAILURE OF BIDDERS TO PRODUCTS OR MODELS WITH DIMENSIONS AND DIAGRAMS CONIC CONCRETE PR PAIR O RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES. ASCERTAIN ALL ASPECTS OF THE PROJECT. 6.AN ALTERNATE IS AN AMOUNT PROPOSED BY THE CONTRACTOR INDICATED. CONST CONSTRUCTION PTN PARTITION 1 CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIR AND AND STATED ON THE BID FORM THAT WILL BE ADDED OR DEDUCTED CONTR CONTRACTOR d PENNY(NAIL SIZE) EXPENSES INCURRED TO UTILITIES THAT BECOME DAMAGED AS 21.ALL HARDSCAPE SHALL BE INSPECTED DURING FINAL FROM THE BASE BID AMOUNT IF OWNER DECIDES TO ACCEPT OR 30.SHOP DRAWINGS,PRODUCT DATA,SAMPLES AND OTHER CJ CONTROL JOINT PERP PERPENDICULAR A RESULT OF HIS WORK. INSPECTION.ANY DAMAGED AREAS SHALL BE REPAIRED AT DELETE THE ALTERNATE WORK ITEM.COORDINATE RELATED WORK ILLUSTRATIVE MATERIAL AS MAY BE CONSIDERED NECESSARY BY CONT CONTINUOUS PLAST PLASTER INTERIOR ELEVATION TAG +A101 CONTRACTOR'S EXPENSE. AND MODIFY OR ADJUST ADJACENT WORK AS REQUIRED SO THAT THE ARCHITECT WILL BE SUBMITTED BY THE CONTRACTOR TO THE CTR CENTER PL PLATE 5.CONTRACTOR SHALL BE RESPONSIBLE FOR: ALTERNATE IS COMPLETE AND FULLY INTEGRATED.ALL ADDITIONAL ARCHITECT IN ADEQUATE TIME TO PREVENT DELAYS AND CHANGES CMU CONIC MASONRY UNIT PLI PLIES - A)OBTAINING ALL PERMITS AND LICENSES. 22.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COST OR SAVINGS ASSOCIATED WITH ADJUSTMENTS OR TO DURING THE CONSTRUCTION. PLAM PLASTIC LAMINATE B)PREPARING A TRAFFIC CONTROL PLAN,PROVIDING ALL TRAFFIC DETERMINE THE QUANTITIES AND MATERIALS REQUIRED TO MODIFICATIONS IN ADJOINING WORK MUST BE INCLUDED IN THE DB DECIBEL FILMS PLUMBING - DEVICES AS MAY BE REQUIRED BY THE WORK. COMPLETE THE WORK IN ACCORDANCE WITH THE PLANS. PRICE OF EACH ALTERNATE. 31.ARCHITECT WILL STAMP EACH SUBMITTAL INDICATING WHETHER DEG DEGREE C)COORDINATING WITH ALL UTILITY COMPANIES INVOLVED WITH SUBMITTAL IS RETURNED'APPROVED','APPROVED AS CORRECTED', DET DETAIL PLYWD PLYWOOD n---- ---- GRID REGARD TO LOCATION,RELOCATION'S OR ADJUSTMENTS OF 23.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING 7.COORDINATION MEETINGS MAY BE REQUESTED AT ANY TIME BY THE 'NOT APPROVED',OR'REVISE AND RESUBMIT. DIA DIAMETER PT POINT EXISTING UTILITIES DURING CONSTRUCTION TO ASSURE THAT THE GRADES AS ESTABLISHED BY THE PROJECT ENGINEER.RUNOFF OWNER OR ARCHITECT.REGULAR WEEKLY COORDINATION MEETINGS DIM DMENSION LBS POUNDS r LL WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH NO AND DRAINAGE FLOWS SHALL NOT BE ALTERED OR IMPEDED. SHALL BE HELD WHICH SHALL INCLUDE THE ARCHITECT,OWNER'S 32.ARCHITECTS APPROVAL OF SHOP DRAWINGS SHALL NOT ON DOWN PSI LBS PER SQUARE IN DISRUPTION OF SERVICE, REPRESENTATIVE,CONTRACTOR'S FIELD SUPERINTENDENT, CONSTITUTE AN APPROVAL OF A SUBSTITUTE PRODUCT OR IDS DOWNSPOUT PSF LBS PER SQUARE FT 000000 KEYNOTE TAG D)ALL PROJECT SAFETY INCLUDING BUT NOT LIMITED TO,TRENCH 24.THE CONTRACTOR SHALL FURNISH ALL LABOR,TOOLS, CONTRACTOR'S PROJECT MANAGER,AND TENANT'S INSTALLATION UNLESS CONTRACTOR HAS SPECIFICALLY DWG DRAWING PVC POLYVINYL CHLORIDE EXCAVATION AND SHORING,TRAFFIC CONTROL,AND SECURITY. EQUIPMENT,MATERIALS,EMPLOYEE AND SUBCONTRACTOR REPRESENTATIVE. REQUESTED IN WRITING AND RECEIVED IN WRITING FROM THE E)OBTAINING TEMPORARY POWER AND WATER TO THE SITE. SUPERVISION FOR IT'S PORTION OF THE PROJECT TO ARCHITECT A LETTER WHICH SPECIFICALLY STATES THAT THE ITEM EA EACH QT QUARRY TILE LEVEL CALLOUT F)PAYING ALL FEES EXCLUDING CONNECTION FEES AND CITY IMPLEMENT PLANS AND SPECIFICATIONS. 8.WHEN LAYING OUT WORK,CONTRACTOR IS TO BE RESPONSIBLE BEING REQUESTED AS A SUBSTITUTE IS APPROVED AND ACCEPTED ELEC ELECTRIC DEVELOPMENT FEES. FOR ALL LINES,ELEVATIONS,MEASUREMENTS OF THE BUILDING, BY THE ARCHITECT.CONTRACTOR SHALL NOT PROCEED WITH THE ELEV ELEVATION RAD RADIUS G)OBTAINING NECESSARY PERMISSION FROM THE LOCAL 25.THE CONTRACTOR ASSUMES ALL RISKS IN THE UTILITIES,AND OTHER WORK EXECUTED UNDER THE CONTRACT. INSTALLATION OF ANY PRODUCT,MATERIAL,OR FABRICATION THAT EQ EQUAL REF REFRIGERATOR G AUTHORITY HAVING JURISDICTION DEPARTMENT OF PERFORMANCE OF THE WORK AND RESPONSIBILITY FOR LOSS DOES NOT MEET THE PROJECT SPECIFICATIONS WITHOUT WRITTEN EQUIP EQUIPMENT REQ'D REQUIRED LGHT 01 LIGHT FIXTURE TAG TRANSPORTATION FOR ALL WORK IN AND ADJACENT TO THE AND EXPENSE RESULTING FROM ON-SITE INJURY. 9.CONTRACTOR SHALL MAINTAIN WRITTEN RECORDS AT THE APPROVAL FROM THE ARCHITECT.CONTRACTOR WILL BE EXH EXHAUST REV REVISION PUBLIC RIGHT OF WAY. PROJECT SITE.THESE RECORDS INCLUDE COPIES OF ALL INSPECTION RESPONSIBLE FOR THE COST OF REMOVAL AND REPLACEMENT OF EXP EXPANSION RF ROOF EIFS 01 MATERIAL TAG H)SETTING ALL MANHOLE COVERS,INLET GRATES,WATER 28.THE CONTRACTOR IS RESPONSIBLE FOR SUPERVISION, REPORTS,TEST RESULTS,APPROVED SHOP DRAWINGS,SUBMITTALS ANY MATERIAL NOT MEETING THE PROJECT SPECIFICATION, EJ EXPANSION JOINT R RISER VALVES,CLEAN OUTS,FIRE HYDRANTS AND OTHER ACCESS SAFETY,ADMINISTRATION,SCHEDULING,COORDINATION AND AND OTHER CERTIFICATES DEMONSTRATING CONTRACTOR'S INCLUDING THE COST OF REPLACEMENT AND REPAIR OF ADJOINING EXIST EXISTING RD ROOF DRAIN COVERS TO FINISHED PAVEMENT SURFACE OR FINISHED GRADE, MANAGEMENT OF SUBCONTRACTORS. PERFORMANCE OF INSPECTIONS AND COMPLIANCE WITH MUNICIPAL SUBSTRATES AND MATERIALS. EXT EXTERIOR RM ROOM 1)RECORDING AS-BUILT INFORMATION ON A SET OF RECORD REQUIREMENTS. EIFS EXT INSUL FIN SYSTEM ROW RIGHT OF WAY NORTH ARROW DRAWINGS KEPT ON THE CONSTRUCTION SITE AND SUBMITTED 27.THE CONTRACTOR SHALL PROTECT ALL PERSONS NEAR OR 33.ALL MANUFACTURED ARTICLES,MATERIALS,AND EQUIPMENT ., TO ARCHITECT FOLLOWING CONSTRUCTION. ON THE PREMISES FROM UNREASONABLE RISK OF INJURY. 10.CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS WHICH SHALL SHALL BE SUPPLIED AS RECOMMENDED BY THE MANUFACTURER FT FEET SCHED SCHEDULE J)REFERNG TO AND MEET THE REQUIREMENTS OF THE PROVIDE WARNING SIGNS,LIGHTS,BARRICADES,RAILINGS, BE MARKED ON A CONTINUING BASIS SHOWING ANY DEVIATION OR AND SHALL BE NEW AND FREE FROM ANY DEFECTS. FOP FIBER CEMENT PANEL SECT SECTION ROOM NAME GEOTECHNICAL REPORT FLAGMEN OR OTHER NECESSARY SAFEGUARD. CHANGES TO THE WORK.AS-BUILT DRAWINGS SHALL SPECIFICALLY FIN FINISH SEL SELECT C K)KEEPING ADJACENT STREETS FREE AND CLEAN OF ALL LOCATE THE DEPTH AND POSITION OF ALL UNDERGROUND UTILITY 34,ALL MATERIALS AND EQUIPMENT SHALL BE WARRANTED FOR A FG FINISH GRADE BHT SHEET 101 ROOM TAG 0 LLJ DEBRIS AND DIRT FROM THE JOB SITE.CONTRACTOR MUST 28.WHERE TWO OR MORE REQUIREMENTS CREATE AND SERVICE LINES,CONDUITS,RACEWAYS,ETC. MINIMUM OF ONE(1)YEAR AFTER THE DATE OF ACCEPTANCE. FIXT FIXTURE SIM SIMILAR 6 SWEEP STREETS AS NEEDED AND UPON OWNER/LOCAL OVERLAPPING CONDITIONS,CONFLICTING MINIMUMS OR LEVELS FUR FLOOR SS STAINLESS STEEL 150 SF 'v AUTHORITY HAVING JURISDICTION REQUEST. OF QUALITY,ALL OR THE MORE STRINGENT REQUIREMENTS OR 11.THE INSTALLER OF EACH MAJOR UNIT WORK SHALL INSPECT THE 35.PRIOR TO SUBMITTING THEIR BID,THE CONTRACTOR IS TO VISIT FD FLOOR DRAIN SLDG SLIDING - W L)REFERING TO ARCHITECTURAL PLANS FOR THE EXACT THE HIGHER QUALITY LEVEL IS INTENDED,AND SHALL BE SUBSTRATE TO RECEIVE THE WORK AND CONDITIONS UNDER WHICH THE PROJECT SITE TO VERIFY ALL THE EXISTING CONDITIONS.IF FEC FIRE EXTING CAB SPEC SPECIFICATION G LOCATION,AND DIMENSIONS OF BUILDING EXITS,RAMPS,TRUCK ENFORCED.CONFLICTING REQUIREMENTS SHALL BE REFERRED THE WORK IS TO BE PERFORMED,DO NOT PROCEED UNTIL CONFLICTS OCCUR IN THESE DRAWINGS THE CONTRACTOR IS TO FS FLOOR SINK SO SQUARE BUILDING SECTION DOORS,AND UTILITIES ENTRANCE LOCATIONS. TO THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. CONTACT THE ARCHITECT FOR CLARIFICATION PRIOR TO FIND .FOUNDATION STD STANDARD M)VERIFYING ELEVATION AND HORIZONTAL LOCATION OF ALL WHOSE INTERPRETATION WILL BE FINAL. SUBMITTING THEIR BID.CONTRACTOR IS RESPONSIBLE FOR MAKING FLUOR FLUORESCENT STL STEEL UTILITY POINTS OF CONNECTION PRIOR TO ANY UTILITY 12.WHERE INSTALLATIONS INCLUDE MANUFACTURED PRODUCTS, SURE THAT ALL THEIR BIDDING SUBCONTRACTORS VISIT THE SITE FOS FACE OF STUD STRUCT STRUCTURAL INSTALLATION. 29.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE COMPLY WITH THE MANUFACTURER'S APPLICABLE INSTRUCTIONS AND KNOW THE EXISTING CONDITIONS OF THE PROJECT PRIOR TO FTG FOOTING SUSP SUSPENDED N)ENSURING THAT ALL SITE CONCRETE AND ASPHALT SECTIONS THAT THE MOST CURRENT PLANS&SPECIFICATIONS ARE USED& AND RECOMMENDATIONS FOR INSTALLATION TO THE EXTENT THESE THEM SUBMITTING THEIR BID TO THE CONTRACTOR. FUR FURRING WALL SECTION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. CONVEYED TO ALL SUB-CONTRACTORS AS APPLICABLE. INSTRUCTIONS AND RECOMMENDATIONS ARE MORE EXPLICIT OR FV FIELD VERIFY TEL TELEPHONE HEAVY DUTY CONCRETE SHALL BE PLACED WHERE SHOWN ON MORE STRINGENT THAN THE REQUIREMENTS INDICATED IN THE 36.GENERAL CONTRACTOR IS TO SUBMIT FIRE ALARM PLAN TO THE THK THICK " PLANS. 30.COORDINATE FIRE DEPARTMENT ACCESS ROAD AND FIRE CONTRACT DOCUMENTS. FIRE MARSHALL FOR REVIEW PRIOR TO BEGINNING WORK ON THE GA GAUGE T&G TONGUE&GROVE a HYDRANTS W/SITE CONTRACT BEFORE ANY COMBUSTIBLE FIRE SPRINKLER AND ALARM SYSTEM.GENERAL CONTRACTOR TO GALV GALVANIZED TBC TOP,BACK OF CURB 100'-O" 6.IF,DURING THE CONSTRUCTION PROCESS,CONDITIONS ARE MATERIAL ARRIVES ON THE SITE(IFC 1411).THIS SHALL INCLUDE 13.PROVIDE ATTACHMENT,CONNECTION DEVICES,BLOCKING, CONNECT FIRE RISER TO SITE WATER MAIN&PROVIDE ENGINEERED GC GENERAL CONTR TOC TOP OF CONCRETE EN SPOT ELEVATION TAGCOUNTERED WHICH INDICATE AN UNIDENTIFIED SITUATION IS (BUT NOT LIMITED TO)WOOD FORMS FOR CONCRETE SLEEVING,AND METHODS FOR SECURING WORK.SECURE WORK FIRE SPRINKLER SYSTEM PLAN IN ACCORDANCE WITH CURRENT GI GALVANIZED IRON TOF TOP OF FOOTING PRESENT,THE CONTRACTOR SHALL CONTACT THE ARCHITECT CONSTRUCTION. TRUE TO LINE,LEVEL,AND PLUMB WITHIN RECOGNIZED INDUSTRY IBC/IFC. GL GLASS TOP TOP OF PARAPET IMMEDIATELY. TOLERANCES.ALLOW FOR EXPANSION AND BUILDING MOVEMENT. GFRC GL FIBER REINF CONC TOS TOP OF STRUCTURE 31.ALL EXTERIOR MATERIALS TO COMPLY WITH DEVELOPMENT PROVIDE UNIFORM JOINT WIDTH IN EXPOSED WORK.ARRANGE JOINTS 37.CONTRACTOR TO FIELD MEASURE ALL AREAS THAT ARE TO HAVE GFRG GL FIBER REINF GYP TOW TOP OF WALL 7.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE DESIGN STANDARDS IN EXPOSED WORK TO OBTAIN THE BEST VISUAL EFFECT. MILLWORK AND PROVIDE SHOP DRAWINGS TO ARCHITECT FOR GRID GRADE T TREAD 1 View Name p SCALED FROM ANY DRAWING,IF PERTINENT DIMENSIONS ARE APPROVAL PRIOR TO BEGINNING ANY MILLWORK CONSTRUCTION. GRIND GROUND TYP TYPICAL A800 1/6"=1'-0" VIEW TITLE-REFERENCED NOT SHOWN,CONTACT THE ARCHITECT FOR CLARIFICATION. 32.SPECIAL INSPECTION PROVIDED BY OWNER 14.WHERE MOUNTING HEIGHTS ARE NOT INDICATED,MOUNT GYP BD GYPSUM BOARD INDIVIDUAL UNITS OF WORK AT INDUSTRY RECOGNIZED STANDARD 38.ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY UNO UNLESS NOTED OTHERWISE S.IN GENERAL,THE LIMITS OF CONSTRUCTION INCLUDE ALL MOUNTING HEIGHTS OR AS PER LATEST ADOPTED CODE OR LOCAL COMPETENT WORKMEN,AND EXECUTED IN A NEAT AND HDR HEADER UR URINAL FACILITIES SHOWN AS PROPOSED ON THE BUILDING AND SITE JURISDICTION REQUIREMENTS FOR THE PARTICULAR APPLICATION WORKMANLIKE MANNER. HOW HARDWARE PLANS.IN ADDITION,ALL ADJACENT PUBLIC IMPROVEMENTS AND INDICATED.REFER QUESTIONABLE MOUNTING-HEIGHT CHOICES TO HDWD HARDWOOD VERT VERTICAL o\6"METAL WALL WALL LEGEND-WALL CALLOUT PRIVATE IMPROVEMENTS MUST BE REPAIRED,RESTORED,OR THE ARCHITECT FOR FINAL DECISION. 39.PRIOR TO FINAL PAYMENT,CONTRACTOR SHALL PROVIDE TO HGT HEIGHT VG VERTICAL GRAIN STC RATING UL LISTING COMPLETED TO A FINAL CONDITION.THE CONTRACTOR IS OWNER ALL MAINTENANCE AND OPERATION MANUALS,EQUIPMENT HM HOLLOW METAL VEST VESTIBULE RESPONSIBLE FOR IDENTIFYING PRIOR TO BID ANY ITEMS ON THE 16.CLEAN AND PROTECT WORK-IN-PROGRESS.APPLY PROTECTIVE WARRANTIES,CONTRACTOR'S WARRANTIES,MANUFACTURER'S HORIZ HORIZONTAL VCT VINYL COMPOSITION TILE Z SITE,AND CONNECTING PARCELS,THAT WILL REQUIRE REPAIR, COVERING ON INSTALLED WORK AS NECESSARY TO PREVENT WARRANTIES,OCCUPANCY PERMITS,AND OTHER REGULATORY- HB HOSE BIB VNR VENEER REMOVAL,RESTORATION,OR WORK OF ANY KIND TO COMPLETE DAMAGE.ON COMPLETION,ALL WORK SHALL BE FREE OF DEFECTS, APPROVAL CERTIFICATIONS,LIEN WAIVERS FROM ALL HW HOT WATER Meo WALL TYPE TAG O THE PROPOSED CONSTRUCTION.THESE ITEMS SHALL BE DAMAGE OR SOILING. SUBCONTRACTORS,ALL CHANGE ORDERS AND STATEMENT OF WC WATER CLOSET INCLUDED IN THE CONTRACTOR'S BASIC BID. COST,SPARE PARTS,KEYS,RECORD/AS-BUILT DRAWINGS,AND IN INCH WH WATER HEATER 16.DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER THAT OTHER INFORMATION REQUESTED BY OWNER. ID INSIDE DIAMETER WP WEATHER PROOF 2 9.ALL AREAS NOT DEVOTED TO BUILDING AREAS,FUTURE WOULD RESULT IN A REDUCTION OF LOAD-CARRYING CAPACITY OR INSUL INSULATION WF WIDE FLANGE O BUILDING AREA,PARKING,ACCESS DRIVES,WALKS,STORAGE OF LOAD/DEFLECTION RATIO.OBTAIN ARCHITECT'S APPROVAL PRIOR 40.CONTRACTOR TO PROVIDE A FINAL CLEANING OF ALL WORK AT INT INTERIOR WMN'S WOMEN's 88 WALL TYPE TAG ` E OR ACCESSORY USES SHALL BE LANDSCAPED.CONSULT TO PROCEEDING WITH CUTTING AND PATCHING OF STRUCTURAL COMPLETION.COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS INV INVERT W WITH •E OWNERS REPRESENTATIVE OR LANDSCAPE DESIGNER FOR SUPPORTS,BEAMS AND JOISTS.PROVIDE TEMPORARY SUPPORT OF FOR CLEANING OPERATIONS.REMOVE LABELS WHICH ARE NOT W/0 WITH OUT 1'1 2 ANY LANDSCAPE AREAS NOT PROPERLY REPRESENTED IN THE WORK TO BE CUT WHERE NECESSARY. REQUIRED AS PERMANENT LABELS. JAN JANITOR WD WOOD •" CONSTRUCTION DOCUMENTS. JST JOIST WOW WINDOW ',, o 0 17.USE MATERIALS FOR CUTTING AND PATCHING THAT ARE 41.CONTRACTOR IS TO PROVIDE ADEQUATE BLOCKING IN ALL STUD JT JOINT WR WATER RESISTANT REVISION TAG 02 M �. 10.CONTRACTOR SHALL REPAIR,ADJUST,REMOVE OR RELOCATE IDENTICAL TO EXISTING MATERIALS.IF NOT AVAILABLE,MATCH WALLS WHERE MILLWORK CABINETRY AND WALL-MOUNTED DOOR WWF WELDED WIRE FABRIC ALL EXISTING SIGNS,STRUCTURES,UTILITIES AND LANDSCAPE EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE STOPS AND EQUIPMENT/SPECIALTIES,ETC.,ARE LOCATED IN LAM LAMINATE O LU AS NECESSARY TO COMPLETE PROJECT.COORDINATE WITH WITH REGARD TO VISUAL EFFECT WHILE MAINTAINING EQUAL OR ACCORDANCE TO INDUSTRY STANDARDS, LAV LAVATORY 3 OWNERS REPRESENTATIVE,APPLICABLE AGENCIES,UTILITIES BETTER PERFORMANCE CHARACTERISTICS.REMOVE AND REPLACE LT LIGHT T < J O AS NECESSARY PRIOR TO ANY DEMOLITION.PROVIDE SLEEVING AT NO EXTRA COST WORK JUDGED BY THE ARCHITECT TO BE 42.ALL MECHANICAL EQUIPMENT,DUCTWORK,PIPING AND i FOR ALL EXISTING UTILITIES AS REQUIRED BELOW ALL VISUALLY,STRUCTURALLY,OR PERFORMS UNSATISFACTORILLY. CONDUITS ARE TO BE INSTALLED ACCORDING TO IMB,AND[PC ` Q p PROPOSED ENTRANCES AND WALKS. REQUIREMENTS, 0 LL cli p 18.PROTECT OTHER WORK DURING CUTTING AND PATCHING TO Z 11.SUSMIT TEST REPORTS OR CERTIFICATES TO OWNER ON ALL PREVENT DAMAGE.PROVIDE TEMPORARY PROTECTION FROM 43.ALL PREP WORK FOR ALL CONDITIONS/EQUIPMENT/FINISHES MATERIALS TESTING AND COMPACTION SPECIFICATIONS WEATHER IN EXPOSED AREAS DURING CUTTING AND PATCHING COMPLETE IS TO BE INCLUDED IN THE CONTRACTOR'S BID PRICE,NO O REQUIREMENTS. OPERATIONS. EXCLUSIONS. W 0 12,MATERIALS AND INSTALLED WORK SHALL REQUIRE TESTING. 19.ANY DISCREPANCIES,ERRORS OR OMISSIONS DISCOVERED IN THE 44.ALL NEW WALLS WILL BE DIMENSIONED FROM THE CENTER LINE Z co O p PROJECT MANAGER SHALL INSTRUCT CONTRACTOR WITH CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT OF THE WALL.ALL EXISTING WALLS WILL BE DIMENSIONED FROM W 0 RESPECT TO THE QUANTITY TYPE AND FREQUENCY OF TESTS TO TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH ITS FINISHED FACE. L J p BE MADE ON PRODUCTS PRIOR TO PLACEMENT.OWNER SHALL CONSTRUCTION,OTHERWISE THE CONTRACTOR SHALL BE r _ N PAY THE COST OF INITIAL INSPECTIONS,NORMAL CYLINDER RESPONSIBLE FOR THE CORRECTION OF SUCH ITEMS. 45,STORAGE OF COMBUSTIBLE RUBBISH CONTAINERS SHALL NOT O O LL 04 TESTS,ETC,IF ANY TEST RESULT FAILS TO MEET SPECIFICATIONS, BE CLOSER THAN 5 FEET OF COMBUSTIBLE CONSTRUCTION OF Q Z N RE-TESTING OR SUPPLEMENTAL TESTS WILL BE REQUIRED,SUCH 20,CONTRACTOR SHALL FIELD VERIFY ACTUAL DIMENSIONS AND WALLS,ROOF OVERHANGS,WINDOWS,VENT OPENINGS AND C) co TESTS,INCLUDING RETESTING OF REJECTED MATERIALS FOR LOCATE NEW CONSTRUCTION AS REQUIRED TO FIT EXISTING UTILITIES. INSTALLED WORK SHALL BE DONE AT CONTRACTORS EXPENSE. CONDITIONS.CONTRACTOR SHALL NOTIFY ARCHITECT IF ACTUAL J ` FIELD CONDITIONS VARY SIGNIFICANTLY FROM THOSE SHOWN ON 48.FIRE STOPPING MATERIAL FOR NON-FERROUS PIPE,CONDUIT m 13.LOCATE AND INSTALL CONSTRUCTION JOINTS AS INDICATED PLANS. AND OTHER SYNTHETIC MATERIALS SHALL BE COMPATIBLE WITH p- OR IF NOT INDICATED,LOCATE SO AS NOT TO IMPAIR STRENGTH EACH OTHER. AND APPEARANCE OF THE STRUCTURE,AS ACCEPTABLE TO 21.COMPLIANCE WITH FEDERAL,STATE,COUNTY,CITY OR LOCAL LANDSCAPE ARCHITECT. CODES,AND GOVERNING REGULATIONS AS APPLICABLE TO THE WORK 47.FIRE STOPPING MATERIALS INSTALLED ARE REQUIRED TO HAVE THAT IS EITHER REQUIRED BY LAW OR IMPOSED HEREBY. LABELS ON BOTH SIDES OF THE PROTECTED PENETRATION. Z U 4 ALL FIRE RATED DOORS AND ASSEMBLIES SHALL BE LABELED BY W C � 22.THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE AN APPROVED TESTING LABORATORY INDICATING THE RATING OF EXTINGUISHERS AND OTHER EQUIPMENT AS NECESSARY FOR THE DOOR. rn PROPER FIRE PROTECTION DURING THE CONSTRUCTION PHASE. 49.ALL DUCKTWORK,CONDUITS AND PIPING RUNNING IN EXPOSED E 23,COMPLY WITH ALL APPLICABLE PROVISIONS OF MANUAL OF CEILINGS SHALL BE RUN EITHER PERPENDICULAR OR PARALLEL TO ACCIDENT PREVENTION IN CONSTRUCTION,ISSUED BY THE WALLS,NOTHING SHALL BE RUN DIAGONALLY. c ASSOCIATION OF GENERAL CONTRACTORS OF AMERICA,INC. 2 t j 24,CONTRACTOR SHALL PROVIDE WRITTEN EVIDENCE OF PUBLIC LIABILITY,PROPERTY DAMAGE,AND OTHER INSURANCE COVERAGE U < PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. O NOTWITHSTANDING,OWNER'S CONSTRUCTION PERIOD BUILDER'S RISK INSURANCE,CONTRACTOR SHALL BE RESPONSIBLE FOR THE Q PAYMENT OF ANY LOSSES RESULTING FROM THEFT OF MATERIALS OR PROJECT#:5116 5< VANDALISM TO CONSTRUCTION OR EQUIPMENT UNTIL CERTIFICATE DATE:06/04/14 OF SUBSTANTIAL COMPLETION IS ISSUED. DRAWN BY:DJW p SCALE: 12"=1'-0" 5 � 1 I 2 I 3 I 4 I 6 I 6 ' 7 I 8 I 9 ( 10 11 G001 2 1 1 I 2 ( 3 I 4 I 5 I 6 I 7 1 8 I 9 I 10 ( 11 LICENSED ARCHITECT M . ARd532 N - v Roof;Insulation Entirely Above Deck 17361 3&0 0,026 0.039 6/1-7/14 LYNN S.WOODSURY r = (a)Budget U-factors are used for software baseline calculations ONLY,and are not cads requirements. STATE OF IDAHO t'b)Fenestrations product performance must be certfled in accordance with NFRC and requires supporting documentation. N Generated by COMcheck-Web Software �z W Envelope Compliance Certificate Section 4: Compliance Statement �0ell < o f Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications ~s M and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2012 IECC Q N requirements in GOMcheck-Web and to comply with the mandatory requirements in the Requirements Checklist, 0 'a 2a12 LECC 111111111kiiiiiiiiI p Z n m J Section 1: Project Information Name•Title Signature date o a W 0 ,w5 Project Type:New Construction Z " Project Title:Down East-Canyon Park West U J N N Construction Site: Owner/Agent: Designer/Contractor: 1927 Fillmore Brennan Alldredge Twin Falls;Idaho 83301 Woodbury Corporation 2733 Parley's Way SLC,Utah 84106 801-485-7770 Additional Efficiency Package:High efficiency HVAC.Systems that do not meet the performance requirement will be identified in LL the mechanical requirements checklist report. VJ Section 2: General Information v Building Location(for weather data): Twin Falls,Idaho o' _ Climate Zone: 5b Building Space Conditioning Type(s): Nonresidential Vertical Glazing I Wall Area Pct.: 5% Building Type Floor Area Retail 17361 0 Section 3: Envelope Assemblies Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor,.) Perimeter at Floor:Unheated Slab-On-Grade,Horizontal with vertical ft. 571 10.0 --- --- Ext.Wall-plan south:Concrete Black,Bin„Partially Grouted,Cells 3931 21.0 0.0 0.112 0.078 Empty,Light Density,Furring:Metal Door:Uninsulated Double-Layer Metal,Swinging 21 --- --- 1,200 0.370 Ext.Wall-plan west:Concrete Block,Bin„Partially Grouted,Cells 1973 21.D 0.0 0.112 0.078 Empty,Light Density,Furring:Metal Door:Uninsulated Double-Layer Metal,Swinging 21 1.200 0.370 Exi,Wall-loading door walk Concrete Block,Sin.,Partially Grouted, 418 21.0 0.0 0.112 0.078 _ Cells Empty.Light Density,Furring:Metal Door:Uninsulated Single-Layer Metal,Non-Swinging 80 --- 1.20D 1.200 Ext.Wall-plan west:Concrete Block,Bin.,Partially Grouted;Cells 681 21.0 0.0'. 0.112 0.078 Empty,Light Density,Furring:Metal E Ext.Wail-plan north.Concrete Block,Sin.,Partially Grouted,Cells 4476 21.0 00 0.112 0.078 o Empty,Light Density.,Furring:Metal ULI d b !LI 01 Ext.Wall-plan east.Concrete Block,Bin„Partially Grouted,Cells 1688 21.0 0.0 D.112 0,078 Z Cl)� Empty,Light Density,Furring:Metal 1.00 w Window:,Perf.Type;Other testing/cert.Product ID:sunguard, 108 --- 0.29D 0.380 g =o J SHGC a.3a(b) 0. J Window,Pert.Type:Other testing/cert.Product ID:sunguard, 435 --- 0.290 0.380 N SHGC 0.38 tb1 z v h — Window:,Perf.Type;Other testinglcert.Product 1D:sunguard, 108 - --- 0,29D 0.380 Q ro SHGC 0.38(b) c W U LIJ Z >- o c — Project Title:Down East-Canyon Park West Report date:06/04115 CD Project Title:Down East Canyon Park West Report date.06/04/15 N - Data filename: Page 2 of 5 Q Data filenames Page 1 of 5 uJ N Z ° W c (0 a C 0 T C A U Cl) 0 rn rn 0 E E 2 $ :9 m a U 0 g' PROJECT#:5116 2 DATE:06/17/14 DRAWN BY:BSA x SCALE: U 2 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 G002 a ( 2 I I 4 I 5 I 6 I I 8 I 8 I 10 I 11 RCHITECT uc..... ARAM A N o �'-'YN�N ' S >= H U o t4 r afrt� _a � o 3 < r.� > �a�a \ oo�NWgrr ; F1 SIDE PERSPECTIVE 3 a 1 VICINITY MAP SHOWN FOR REFERENCE ONLY. REFER TO SITE PLAN FOR DETAILED INFORMATION ON WORK TO BE COMPLETED LL 1 rn, O c ° C w PROJECT 1 LOCATION m U D1 VIEW FROM BRIDGE 4 kr1 t. e �{t*rt •�kYl: ° f t 1, t t'�.<tllt f I{,k.ttf d s E e I I 10 w W ��i' Ilfxe� ,r e L p II fi I'i'r'i o LL N rt, O ° e'Ip 7 cf) Z w e 3 = ° Q�0 Z Z O O _ J N 61 VIEW FROM TRAIL ® °° — g�etipd d Y IL 00-1 m U o .. T A04 $ ® y o 70' Ua G PROJECT#:5116 A4 VICINITY PLAN DATE:06/04/2014 Azoo 1"=60'-0" DRAWN BY:BSA SCALE: V=60'-0" U K 4 Y � 1 I 2 I 3 I 4 I 5 I B I 7 I 8 I 8 I 10 I 11 G100 4 a J 1 I 2 I 3 I 4 I 5 I 8 I 7 I 8 I 9 ' 10 I 11 ucEN'El r GENERAL NOTES AR-1532 fJ v 1. PROJECT AREA LIMIT LINE AS SHOWN-MAY N / ADJUST DICATED COMPLETE THE COPE OF WORK INDICATED 06�04�14 rn � = LYNN 5.N9008URY 1 2. UTILITY CONNECTIONS ARE INCLUDED AND STAlE0F19FH0 MAY EXCEED THE PROJECT AREA LIMIT LINE 3. PROVIDE ISOLATION JOINTS BETWEEN SLABS 1:10 DOMED CONC.CAP /� &COLUMNS,WALLS&FOOTINGS,SIDEWALKS z E r0 SLOPE PAINTED &COLUMNS. O F o sG? MAX 4. OL JOINTS SHALL 'SAW�UT TO A slOQ DEPTH OF 1 THE THICKN S OF THE S a BUT NOT LESSSHA 1" �oQ 6"0 PAINTED STEEL 5. CUT CONTROL JOINTS WITHIN 12 HOURS OF o ^,(•5 PIPE FILLED SOLID WITH POURING CONCRETE. w 6. CONSTRUCTION JOINT SPACING PER PLAN Q N�o 7. PLACE ALL BOLLARDS T-0"MIN.DISTANCE SLOPE TOP PAVING PAINTED GUARDRAIL&HANDRAIL FROM PROTECTED OBJECT. Q z a= ' OR GRADE 1:12 SLOPE MAX O} rQ-- I �» oa TRUNCATED DOME GEND o O INSERT 4 �/8)Q U h LL O 3 F W CONC.OR ASPHALT PER PLAN LL_ N g LANDSCAPING BY OTHERS rri a q OMPACTED GRANULAR BASE O O z J AST-IN-PLACE CONCRETE I J N N — NEW PLANTER CONFIGURATION v IRON TYPE TRUNCATED DOME INSERT 'll 1'B /� NEW CONCRETE — F2 CURB RAMP SM F4 BOL D DETAIL/ \ F6 SECONDARY EXIT-CURB RAMP G1m 3/8 =1'-0 c1o1 1/2"=1'- c1m EXISTING ASPHALT-SAW CUT CLEAN EDGE FOR 'll 1y NEW ASPHALT INSTALLATION •SEE CIVIL&GEOTECH FOR ADDITIOINAL SITE INFO NEW ASPHALT-SEE CIVIL FOR DETAILS 176'-8" 4"STEEL BOLLARD FILLED W/CONCRETE 4'O.C. 1 OUTSIDE MASONRY «� MAX,FIELD COORDINATE LOCATION,PLACE TO MATCH EXISING SIDEWALK ELEVATION PROTECT POWER/GAS EQUIP 3'-0"MIN. F3 m DISTANCE FROM PROTECTED OBJEC v ..I _-_ APPROX.PROJECT AREA ------ BOUNDARY LINE o CONCRETE PAD FOR ELECTRICAL GEAR. -- - --- -- --- --- -.-. ---. -__-- ___ F4 COORDINATE SIZE W/ELECTRICAL PLAN O w o Gioi T ---GAS METER,FIELD COORDINATE EXACT LOCATION C W --.1 —SAW CUT EXISTING ASPHALT TO ACCEPT 0 FOOTINGS,MATCH EXISTING ASPHALT - ELEVATION W/NEW ASPHALT,SEE CIVIL FOR w c HEAVY DUTY PAVEMENT SECTION,TYP. 71 p o E yU w � m10 0 0 # a u "POLYDRAIN TRENCH; - EE DETAI I \ MATCH EXISTING CONCRETE Y- FOR"0"ENTRY 1 G103 1 5'-3" S.O.G.OVER GRANULAR FILL,SEE Al 00 o 6 # -I LOADING DOCK RAMP,SEE CIVIL FORo - ' SLAB THICKNESS&REINFORCEMENTLu - N ' O MOVE EXISTING LIGHT POLE, c+1 ' CENTER IN NEW PLANTER LU I O O OC O T §• i F4 ,TYP � J O G101 F nn Q < 0 G O J CONTROL JOINTS,TYP. w 3 — — o = i yore' G Z6N W W LU PuD z 0 1 cn 0 D1 ° C 125 0 102 a I w A7 I CSC Q�, QL( 19%SLOPE MAX 1.9%SLOPE MAX - JC�of 0 ANYCTION VERIFY IN FIELD ANY DIRECTION w wds`aQl�gM��d �& - - - - -- -- -' 1.-. n 5e+ 4 1:12 SLOPE In MAX • \ ^t}bQe.IFS 1 ON ,•1S �wl� rn 7o N C LyQ .+ 0 APPROX.PROJECT AREA 5'-10 1:12 SLOPE M c G101 \IQ� a PN �/y (/" p�01� E BOUNDARY LINE [ILL - -.-_ - / f, I veq AINTED GUARDRAIL&HANDRAIL (j OL013 TO MATCH HM DOOR&FRAM '-4 7/8 S-3' a CORE DRILL CONC TO RECEIVE POSTS U CONCRETE APRON&DUMPSTER SLAB,SEE WATER CAN,FIELD F6 O �W`^ CIVIL(LOADING DOCK SLAB DETAIL)FOR COORDINATE LOCATION,USE G101 THICKNESS,REINFORCEMENT,&BASE TRAFFIC RATED CAN AS REQ'D. PROJECT#:5116 Al SITE PLAN DATE:06/04/14 DRAWN BY:DJW o Azoo 1"=10'-0" SCALE:As indicated U - Y 1 I 2 I 3 I 4 5 I 8 I 7 I 8 I 9 ( 10 I 11 I G101 a J 1 I 2 I 3 I 4 I 5 I 6 B 7 8 9 I 10 I 11 LICENSED m ARCHITECT AR.153P T 45* p CONT.WELD &II ol:L4 1 STEEL DECK KING GLED LYSTATS OF OF DPHOY n = BOLLARD,TYP. �L-ANGLE(SEE STRUCTURAL/DETAILS) TO T.S. STEEL PIPE(SEE STRUCTURAL/DETAILS) HANDRAIL \.� 6.PIPE C-ANGLE O COLUMN L-ANGLE TO i TOP OF T.S. Z W C E -'----- � CENTER DECKING CONT.WELD ON T.S.FRAME vi AJ CENTER DECKING 45°ANGLED 5$= -- ON T.S.FRAME STEEL DECKING WELD ALL SIDES FILL 6"PIPE TO T.S. HINGE ONNECTION W/CONCRETE Q v /10O'-O" TO T.S.GATE FRAME HINGE 8"PIPE SLEEVE Q IV QQ Y WI GE MIN.SIDE WALL L.L a� DUMPSTER GATE HINGE SIDE O G4 DUMPSTER GATE TOP SECTION G7 SECTION m � ' cloz 3„=1'_0„ cloz 3"=1'_0" �o ® Cd C8 US 0 4 3/8" 4 3/8" CONT,WELD CONT.WELD 45°ANGLED 45°ANGLED — STEEL DECKING STEEL DECKING TO T.S. TO T.S. � to I LL � I � PRECAST CONCRETE I CMU CENTER DECKING ON T.S.FRAME SEE WALL SECTIONS &ELEVATION FOR TYPE ........ ill DUMPSTER GATE CENTER F4 S SECTION C8 claz 3„=1'-0" a E7 DUMPSTER SCREEN WALL CAP cloz 3"=1'-0" 0 W a C8 U8 CONT,WELD LC7 45°ANGLED c STEEL DECKING ���^^^ TO T.S. ` _ _ _ I CENTER DECKING 6" 9'_4' .q ON T.S.FRAME I—A 7 10q 5'_4„ DUMPSTER GATE BOTTOM D1 DUMPSTERS&STAIR D4 SECTION c A1o1 3/8"=1'-0" cloz 3"=1'-0" CMU-SEE ELEVATION FOR BLOCK FINISH/COLOR REBAR TO MATCH SIZE&SPACING OF BLDG. WALL REINFORCEMENT,SEE STRUCT. G7 G102 1 E LU Ag RUBBED PLASTER FACE BOTH SIDES ABOVE GRADE `N 11, �I U _SEE STRUCT.FOR FOOTING SIZE/REINFORCEMENT "'• U/p� M M W RUSTED METAL G4 EXISTING ENCLO UIRESMATCH Q G102 CONC.CURB W/1"CHAMFER III 8 '' III — C.) Q p G7 #4 REBAR 24"O.C' °+.. ( �, y Z iG102 T.O.M.105'•4" BROOM FINISH CURB&PAD \ `4 a T W CO TYP O n GREASE ZERK FITTING W/MACHINED GROOVE D III Z LUj O ON COLUMN TO ACCEPT GREASE,USE CONIC.PAD,SEE CIVIL FOR THICKNESS,REINFORCEMENT. CFREEZE&WATER PROOF GREASE,TYP :° Cl) C11 \ RAISED HANDLE COMPACTED GRANULAR BASE I— — IIII H'Ih ® ri d m /TAB CATCH/ III III —I 1'— ® C -I III III111lk /icyy WELD SLIP COLLAR TO POST @ BOTTOM,TYP IIII - III {mod HI U pq IN CONCRETE CURB NOT FOR CLARITY SHOWN IIIIII I II II11111111IIIIIIIIIII I11111II I I I=1 I I-1 11=1 I I-1T_I=1 11= IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I-III-III-III-III-III=I 0 (D m a U AZ DUMPSTER ELEVATION A7 WALL SEST ENCLOSURE g A1o1 3/8"=V-0" A1oo WALL SECTIOON PROJECT#:5116 3/4"=1'-0" DATE:06/10/14 Of DRAWN BY:Author SCALE:As indicated U YK y+ � 1 I 2 I 3 4 I 6 I 6 I 7 I 8 I 9 ( 10 I 11 G102 d J 1 I 2 3 ' 4 I 5 I 6 ' 7 I 8 I 9 ' 10 I 11 LICENSED W ARCHITECT AR-1532 N EXTERIOR MATERIALS SCHEDULE NAME DESCRIP`FION C N lYNNS WOODBURY Q STATE OF IDAHO T- _ STANDAR GRAY CONCRETE(PLASTER FINISH) White BRK 01 ATLAS-INTERSTATE MONTERREY OR APPROVED EQ. CMU 01 8X8X18 SPLIT FACE CMU-OLDCASTLE MOUNTAIN RED OR APPROVED EQ. CMU 02 Bxexi6 STANDARD CMU-ANCHOR TRADITIONAL LIS OR APPROVED EQ. C CMU 03 81 STANDARD CMU AMCOR BISQUE OR APPROVED EQ. = CMU 04 SX16 STANDARD CMU-GRAY O a CNC 01 STANDAR GRAY CONCRETE(PLASTER FINISH) Vj CNC 02 ARCHITECTURAL FINISH CONCRETE r c m EIFS 01 EIFS-BOTANY BEIGE(KWAL 8221)OR APPROVED EQ.,SANDPEBBLE FINISH S M EIFS 02 EIFS CORNICE-MASTERWALL#330(DOVE GRAY OR APPROV.ED EQ. Q O GLAZ 01 CLEAR GLAZING MTL O7 PREFINISHED METAL FASCIA-RUST COLOR Oa�xa . AA CMU 03 ®a DOT 00nN!15 . M EDGE OF DOCK LEVELER REFER TO SPECS. v SLOPE TO TRENCH 0 -�--0 DOCK B MPER SLOPE TO TRENCH \� "U"BLOCKS AT ALL HEADERS, NO SUBSTITUTIONS N 3/8"C-BENT PLATE;ATTACH W/ * 3/4" EXPANSION ANCHOR INTO CMU LL A4 G103 WRAP HEADER &JAMB'TYP• a'-11 34" T-11 14' F9 DETALOADIL G DOCK HEADER/JAMB Gol h c1D3 1 1/2"=1'-0" a REFER TO I '- ELEVATIONS 'SEE CIVIL FOR ALL DRAINAGE FCOR CMU TYPE. . . Q ELEVATIONS AND SLOPES CONCRETE SE -'.. -- ,.. - ..- ': _ .. ... E STRUCT AST-IN-PLACE .. ... III= .. _ 11 1I I CAST-IN-PLACE CONCRETE E7 CMU 02 1j "q 'm G10 TAPER DOCK SEAL TO � MATCH TRAILOR ANGLE F9 = — a III 1 G103 _ COMPACTED GRANULAR BASE q IIIIIIIII ik v I—III � III— p G G103 'q� N LOADING DOCK WALL CURB D9_ BUMPER I M c1Da 3/4"=1'_0„ z E CMU 01 OI a LU m LL _ a CIP STAIR CASE O � p o _ 1 12"GALVANIZED RAIL p - T 2 o — FLOOR PLAN CWC LL 100'O N G N D 'eSen awoe "aieieaa `n p L Z y r}r: --CNC 01 m o e Q a� LU e 1 1 O O Uj o O _ G103 y RAMP CURB BOTH SIDES L LL V 04 r u On 110ORP rn I — I_II a - - _ I—III-III III III III III—III III III III III III III III III III III III III III \ w o — 11 I_I III III—I I_I —III 111 111 III-1 I 1=1 I 1=1 I I--I I I I I I III=1 III III III III—III - - III L==III III—III—III—III—III 111=III—III III—III_III —III III=-III III IIIIII—III_III—III III—I =1 —III III_III—III-111—III—III=11I III_II1=1II—III III III III—III III II1=1II III—III III—III- -1 1=1 I—III—III—III—III—III LI I—III—III—III I I I—I I I-1 11 I 1—III III 1=1 —I 1=1 o / -= 1-1 — — I III—III- - — — — 1— — ANCHOR POSTS IN SLEEVES rn A201 A —_-111 —111 = SEE ISTRUICTURAL FOR FOIO - = 111° _ 1 1IE I- -1 — — — ° ENLARGED LOADING DOCK ca a Al PLAN A4 OVER DOOR o A1o1 � A9 CIP STAIR SECTION 1/2"=1'-0" PROJECT#:5116 DATE:05/04/15 o: DRAWN BY:Author p U SCALE:As indicated y � 1 I 2 I 3 ( 4 I 6 I 6 I 7 ' 8 I 9 I 10 I 11 6103 2a J 1 I 2 I 3 I 4 I 5 I 8 I 7 I 8 I 9 I 10 I 11 LICENSED 4ARCHITECTAR-1532 GENERAL NOTESWALL TYPES ROOF TYPES WALL TYPES WALL TYPES DESCRIBED ON THIS SHEET DO NOT ACCOUNT4�2o1 r GJ Y Y/Y G FOR REQUIRED BACKING AND/OR SUPPORT FOR SUNSHADINGSYSTEM.COORDINATE WITH ELEVATIONS AND DETAILS PRIOR .WO 9!,TO COVERING FRAMING.REFER TO MANUFACTURER'S E OF IDAHO RECOMMENDATIONS FOR INSTALLATION. 2. SEE ELEVATIONS FOR BLOCK COLOR/FINISH >= F a �k 1 0� o�� MEMBRANE ROOFING U O / STRUCTURAL CONCRETE Q z 0Q�� l 0 o I o �0Ng C OORDINATE FOAM BOARD INSULATCHECKREOS. Oo 6 RDINATE R-�VALUE2W/CpOM \`- ) Q LDE ING(SEE STRUCTURAL) � 'll /Rl\MEMBRANE ROOF W/RIGID INSULATION 9"CONCRETE WALL W/1"CHAMFER R30 MIN UL N/A STC N/A UL N/A CMU-8XBX16 ATLAS BRICK BAND IN CMU WALL `SEE ELEVATIONS FOR BLOCK COLOR/FINISH SEE SECTION VIEW FOR CONSTRUCTION ■ DETAILS O STRUCTURAL CONCRETE MASON ELEVATIONS FOR MASONK COLOR/FINISH C■" G. C C8 8"CONCRETE WALL U,8 8"CMU USA 8"CM 'ATLAS BRICK STC N/A UL N/A STC N/A UL N/A STC N/A 1 UL N/A u EIFS-2"THICK G 5/8"TYPE'X'GYP BOARD FLUID APPLIED WATERPROOFING 3-5/8"STRUCTURAL METAL STUD FRAMING 3-5/8"NON-STRUCTURAL METAL STUD FRAMING j 1/2"GYPSUM SHEATHING C R-21 BATT INSULATION I(. — BATT INSULATION(FULL THICKNESS) FILLS CAVITY CREATED BY FURRING BATT INSULATION(FULL THICKNESS) { I 5/8"TYPE'X'GYP BOARD 5/8"TYPE'X'GYP BOARD "NON-STRUCTURAL METAL STUD FRAMING O E 'NOTE:CLIP TO WALL WHERE O USED AS FURRING ON CMU 01 ca W o 0 W oz 3 2 W 3C 3-5/S"METAL STUD WALL-GYP BOTH SIDES „A3B 3-5/8"METAL STUD WALL-GYP ONE SIDE 6D 2"EIFS ON 6"METAL STUD c STC N/A UL N/A STC N/A UL N/A STC N/A UL WA W z v Q J ~ W J W $ Z —j o 5/8"TYPE'X'GYP BOARD Q J_ O1L N Cl NON-STRUCTURAL METAL STUD FRAMING "NON-STRUCTURAL METAL STUD FRAMING m N Co 3 1 A d BATT INSULATION(FULL THICKNESS) BATT INSULATION(FULL THICKNESS) c 0 c m U 5/8"TYPE'X'GYP BOARD 5/8"TYPE'X'GYP BOARD M � 0�1 0 f E ,C O (7 m a 0 6C B"METAL STUD WALL-GYP BOTH SIDES 6"METAL STUD WALL-GYP ONE SIDE g STC N/A UL N/A STC N/A UL N/A PROJECT* 1 S DATE:06/04/202014 0 DRAWN BY:DJW SCALE:As indicated L) Y 1 1 2 3 I 4 I 6 ( 8 7 I 8 I 9 I 10 I 11 V!e{J 1 k 00 • L2c-' 0, 10' 10' 40' //' /� /� 0 1e"sD o i C Scale In Fee} o A84.0 II 3"PUNTMIX PAVEMENT— — — — _ - — — _ — — 2"-3/4'AGGR.COMP. {9K, ` 1 TO 95%MAX.DENSITY 9"- 1 112"AGGR.COMP. L n 00 12"SD�� �'12' D 2 12"SD - T095%MAX.DENSITY Q Asphalt SUBBASE COMPACTED 12"MIN. m I i Sp 'law 10-W mw im +ow I aarov /' �o"N 70 95%MAX.DENSITY ... Existing Retaining Wall- Retain and / sg \ rIan(1 Protect - ---------------------------�`0- --------- ---_-� ------------ NOTES: SUBBASE MATERIAL 70 BE APPROVED BY THE ENGINEER PRIOR TO AGGREGATE AND p3� o Existing Storm Drain — Retain and I � •,; I I pha \P ASPHALT PLACEMENT. - � A� �o Protect. �>y ; ,-' �x °• Interior Heavy Duty Paving Section Existing Water Main -Retain and I�/ m j' ¢ Not to Scale L•3 Protect. / /y /i ?so B I Conc. Slab s N I ,9 Conc. Slab - — 01� �g 9s° Conc. Slab e LU W 26' [ I/ / a / �/ I t 9 uns �.. r lanes aaeo I Below rap z 6" 1'-D" _ of Curb II Lawn Area R'� 80' B ,�ti naxa¢Pa aeol % 46, /� I y� I I Const. Stair per IBC See Arch for Details. Trash Enclosure See Arch. for Details - -- 4 J • // /// Asphalt I 99 Const.Accessible Ramp for Req'd Exit G per ADA 28 CFR Part 36(1:12 Max O Compacted 3 4 or 1 1 2"Gravel 2 1 2 Min. Slope)See Arch. for Details. P o " in ( /" ) / � I I Base to Bottom of Parking Section i O .7snm Const. Release Type Curb and Gutter I East Side of Access Roadway. iV Cfl 3�t _ RETAIL 3 Use This Detail for Interior Parking Areas and Areas Other Than o Private Roadway Areas(Typical)where Drainage is Directed Toward RETAIL 4 N and Along the Curb Face Unless Noted Otherwise w � M o 6,_ 20,000 sf Interior Catch Curb Detail c Not to Scale 86� I 935\ 8,000 sf EEE=3622,00 o w e a\91I r" FEE=3622,00 Limit of Asphalt Paving Install Catch Basin and Piping to 9= e• ccd Existing St o Drain as Shown ¢ I G� _ Existing Diversion and PumpHouse Structure Retain and Protet rmanwe c aw 1"Below Tap P J 6" at corn 1a all I Area: i�, B l; Piped Irrigation Lateral Retain and Protect. ill Pmre 1 co Const. Catch Type Curb and Gutter dace n.a Fmn cam / I West Side of Access Roadway. �— Const. Release Type Curb and Gutter --- Asbhalt / East Side of Access Roadwa. /'/ I I \ Ogys "1 ,. • - DO NOT SCALE DRAWINGS / I I I 20.2BI \ CONTRACTOR SHALL VERIFY ALL / 2p1e2 THE JOB SITE AND NOTIFY THE 0 1+-6" CONDITIONS AND DIMENSIONS AT / 06\9 O - \ 2\•OOI9 �, ENGINEER OF ANY DIMENSIONAL ® Compacted 3/4"or 1 112"Gravel(2 1/2'Min.) ERRORS,OMISSIONS,OR DIS- / 21 \\ 0\9 Igo Ito ?/.� Base to Bottom of Parking Section CREPANCIES BEFORE BEGINNING \�� --•- OR FABRICATING ANY WORK. A Use This Detail for Interior Parking Areas and Areas Other Than Private Roadway Areas(Ty icaQ where Drainage is Directed Away s From Curb Unless Noted Otherwise 5/6/15.TCM \a' 5 13 15 TCM Remove and Relocate Planter and Light Extend Planter S Siown. Interior Release Curb Detail / / Pole as Shown. \ Not to Scale \\\ e° ut1. ure Building, ad j� N "� i�\\ a .-- c,-. 27,00/ FFE=36 �``� 9 v T2. / r o - p - "SD 6"Concrete Slab w/ 5 Reber �_.__�__ - ��9 ------..... .._...... "� __ _,.....� '� C9 - 0 18"D.C.Ea.way IMid Slab) / 20. v -- °' Q o �\ ��! \ --- - ._' Note: r \9 �o 1t,�,• O -- ------- - to 95 m Densityed 1 m� Sub Base Material to be Approved b to 1 1/2"Gravel Compact Engineer Prior to Aggregate and Concrete %Maximum - 1 -----'- i Placement. use m in to 95%Maximum Density 3 — --------- ---- o jz09 00 � �--- _ G.MARTENS o --- T.MCBRIDE 3 I -- I I•i I III III I � T.MCBRIDE ,E MAY,2015 Loading Dock Slab Detail AS SHOWN Not to Scole N0 i 369-1IMDP-NOV2013 Wheel 5 CL J t ( . 2 I 3 I- 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 LICCHITEENSED AR.+ ARCT 01 N GENERAL NOTES 1. ELEVATIONS SHOWN ARE TO TOP OF FOUNDATION WALL. 2. SLAB ELEVATION SHALL BE AT REFERENCE ELEVATION 100'-0" �/pq/201 3. DIMENSIONS ARE TO GRID CENTERLINE,STRUCTURE CENTERLINE OR SLAB EDGE. (rwws.w000sunr _ 4. PROVIDE ARCHITECTURAL CONCRETE WHERE FOUNDATION IS EXPOSED TO VIEW. srA sovlawo 5. DIMENSIONS FOR STRUCTURAL STEEL ARE APPROXIMATE. CONTRACTOR SHALL Z COORDINATE FINAL LOCATIONS WITH OPENINGS AND OTHER OBSTRUCTIONS AS NECESSARY TO MAINTAIN THE INTENT OF THE PROJECT. c f 6. FOUNDATION WALLS ARE 8"THICK CONCRETE(C8)U.N.O. g r 7. CONTRACTION JOINT SPACING SHALL BE PER LAYOUT Q 8. SAW CUT CONTRACTION JOINTS 12 HRS MAX.AFTER SLAB POUR 9. PROVIDE ISOLATION JOINTS BETWEEN SLABS&COLUMNS,WALLS&FOOTINGS. '" 10. DRAINS SHOWN FOR REFERENCE ONLY,SEE PLUMBING g $ C2 .52 oa�a c� N 1T-0 1/8" 33'-8" 4Z-OP' 42'-B" 42,-1" O rn g Q��N , A201 A6 100'-01, O EXISTING FOUNDATION,NOT A PART U DAMPROOFING ON EXTERIOR -... ..- .__ _. FOUNDATION WALL o -------------------••1--- ---- --- ---------'--'- --------- -----------___---_------'----•-I--' --------------------------- ---------- ---- ---�--•-•---------------I-------- ----- .......................--- ---1 -------- -------a-------+ ® + L_ L_—J L_—J LJ 100'-0„ a I r •SEE CIVIL FOR � a SPOT FOOTING BELOW,TYP,SEE STRUCT. III ECCENTRIC FOOTING O ALL SITE GRADING {' o - BELOW,SEE STRUCT. LL I I I I , 4 I 4 ({[� A10 PRIMARY ROOF DRAIN PLUMBING TO DROP THROUGH SLAB,HOLD AS TIGHT a TO WALLAS POSSIBLE DAMPROOFING ON ALL EXTERIOR C9 FACES OF LADING DOCK WALL O CONCRETE S.O.G. iw .m+ DOCK LEVELER PIT SIZE PER EQUIPMENT REDS. n 100-8 o I I i I I I I I ' \ E6 C9 W , �OOe I 1 I I I CONC.PIER SEE STRUCT. 79�- 100, I a T _.._..._ ...—_ __ _ _ _ — — �q�t-..._-.— —_ —� —T _ I F4��._.. I a 1I2� TW. '6„ mCONCRETE PIER,SEE 0 STRUCTURAL,TYP. % APPLY DAMPROOFING ON CCC 4 C �f ; POUR SLAB OVER a 1OO-O° i EXTERIOR FOUNDATION WALL FFE'`1'V�L'oo FOUNDATION WALL AT DOORS/OPENINGS,TYP. E2 A2OO A3 4 A300 j � G "SEE CIVIL FOR ALL SITE GRADING SAW-CUT&EPDXY FILL CONTROL I ALL CONCRETE o JOINTS,TYP-SEE STRUCTURAL FLOORS TO HAVE m SEALED FINISH _y I I I 1 1 C9 ! SPOT FOOTING BELOW,SEE STRUCT. W C9 7-011T„ 4.3„ I i I , I I I I � I 100 0 i---i r---� � i ----- E4 C�—� .. 0 ISOLATION JOINTS,TYP. ! + - ------� p rnl U a EQ EQ EQ ! EQ EQ EQ EQ W 100-$"I w Z aMD U EQ EQ EQ EQ EQ EQ EQ EQ p c C9 0 o e .........POUR SLAB OVER FOUNDATION .._.... _._.i__.,._-. I. A7 ' O J^ J p .,. WALL AT OPENINGS TYP. .._... ._ _ ..,. ......._... ...... .... -_-— ..-.., .._... .......... .......__._.- __.-_.. ....._. — ..... I G103 A9 I I N = Al U THROUGH SLAB,HOLD TIGHT PRIMARY ROOF DRAIN PLUMBING WALDROP I rn "Z A201 ! , SLAB DEPRESSION ,p 4' -i--_. ' 100'-0" STUB DRINKING FOUNTAIN W ( 1 C Y c 4"CONCRETE S.O.G. I. 100'-8" Lu W n PLUMB. „ I ... n Q N STE LINE,SEE PLUMB 0 2% LL y m I 7'-6 14'$" I r N 0 m o ' STEEL COLUMN TYP I SEE S TRUCTURAL I. !— r r 0" -------------- ---------------------------- -- ---------- -- -------- -----------------•-------------------------------------------------•------- ------------------------------------ ____----------------- --------------------- ------------------------------'.__--------__------------- U 9,-,. s,-s„ 4'-l' A$ DAMPROOFING ON EXTERIOR M 1 FOUNDATION WALL poj CONCRETE APRON&DUMPSTER RISER OPENING TO BE 2"LARGER IN RESTROOM FLOOR DRAINS, 100'-01, SLAB,SEE CIVIL(LOADING DOCK DIAMETER THAN RISER PIPE. SEE PLUMB. 0 SLAB DETAIL)FOR THICKNESS, j *SEE CIVIL FOR REINFORCEMENT,&BASE.o ALL SITE GRADING N (7 o A B C p E PROJECT#:5116 Al CONTROL PLAN DATE:06/04/2014 DRAWN BY:BSA SCALE:As indicated U Y 1 I 2 I 3 I 4 I 6 I 6 I 7 I 6 I 9 I 10 I 11 Al 00 a J 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 ( 11 4..AATIE.1 ICENSED RCHITECT N GENERAL NOTES—FLOOR PLAN AR-' 1. SEE SHEET G200 FOR WALL TYPES DOOR SCHEDULE 2. INTERIOR WALL DIMENSIONS ARE TO CENTERLINE,CLEAR 3. OPENINGS DIMENSIONED TO FINISH FACE OF OPENING U.N.O. 5/15DOOR FRAME Firs URY 4.. SEE ELEVATIONS FOR WINDOW LOCATIONS DBURY �. = Mark W H Type Head Jamb Threshold Rating Hardware Comments ` FIRE EXTINGUISHER CABINETS TO BE SEMI-RECESSED U.N.O. 1)AM Knox Box 6. FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR 01B 8'-0" T-0" ALUM AL-01 See Spec for complete hardware tlesaip6on and approved vendors. a.A rapid entry(Knox Box)system is recommended for immediate fire department access toyourfadlityQFC I COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO BEGINNING t2 01B 6.10" 9'-0" ALUM AL-02 506.1).An application may be obtained at Station 1 during normal business hours or you may order your Knox box WORK.ANY DISCREPANCIES SHOULD BE COORDINATED WITH Z w 02 8'-0" T-0" HIM C10/A501 CS/A501 - - DOUBLE ACTING I� at www.knoxbox.com. 03 3'4. 7W' HIM C10/A501 C8/A501 C6/A501 SEE SPEC b.The Knox Rapid Entry System model most commonly used is the Series 3200.The Series 3200 is availablewith a ARCHITECT. = N 04 3'-0" 7'-0" HIM C10/A501 C8/A501 C6/A501 SEE SPEC hinged door,lift of door and or recessed mounted.The Series 3200 may also be monitored utilir,ing the buildings INSTALL FIRE DEPARTMENT KEY SAFE IN BACK OF HOUSE � _Q 05 T-0" T-0" HIM DR-01 fire alarm system. 't� LOCATION ACCORDING TO LOCAL AUTHORITY HAVING w 06 3'47' T-0" HIM DR-01 C.If purchased,the Knox Box shall be installed to the right of the main access door(s)and at the doorway to the JURISDICTION. ~a g 07 V-0" 10'-al BY MFG riser room or the doorway to the riser room.It should be mounted out of normal reach and no higher than ten feet 8. SEALED CONCRETE FLOOR FINISH EVERYWHERE EXCEPT v w from ground level(IFC 506.1).Alternative locations will have to be approved by the Fire Departrnent. '� RESTROOMS,RESTROOMS TO HAVE VCT FLOORING Q N xn N N o d.Recommend one additional Knox Box at the front of the building 107/16/15). 9.; EXTEND WALLS TO DECK U.N.O. Q�o}9 ; SEE A600 FOR HARDWARE SETS LL 4. FIRE EXTINGUISHERS SEPARATION TO BE 75'MAX oQ�Q �r5 A B C D E O a_ NO Q U 178'-8" L.L 0�Y N 1T-0" 33'-8" 42'-0" 42'-0" 42'-0" 1" 0O Z S Sim . Ct El U8 A201 A6 D3 A502 1 A300 `� A502 - — o M � v, 0 O SEMI-RECESSED 2A-10B 2 g/g" LL 3B` 3B FEC OR BETTER,TYP _ 0 3B 1 3B 'll v` A10 t� 4 n iZ N 1 1 3B EDGE OF DOCK LEVELER,SEE SPEC. U8 - 7 07 1 // A7 G e 3B / �-V� ALL CONCRETE TO .. III HAVE SEALED FINISH o - / � 4 �CONCRETE LAB;SEE ROOT DRAINPIPES ° I STRUC URAL A9 Opp A5 a A600 A4 eQ .. A502 E5 W _ -----Ea .. A502 n_ _ _ — — — t� F 6 ' SEMI-RECESSED 2A-10B — — 2 'C FEC OR BETTER,TYP �" __ m 8A E ' PROVIDE Ury DER BLAB CONDUIT TO CASH WFtAP,LOCATION TBD " 1'-0 7/8" ° U I II I I a e , 4 1 Ei A210 e'-a SrB" a >v Ip a°ii F—1 F A2oo '� A600 C1 A200 A2 A3 s I I I 016 N 4 A300 m 02so I I I c g a RECEIVING SALES I I I m A3 A600 9 101 102 L J L J 1 A3 di-A M313 G103 �/ i - Opp A5 [10.7 A502U8 1'-11 5/8"5'1o23'-01/T —0) - CORNER MOP SINK-INSTALL FRP AROUND M WF MINw — — U8— - c AtFUTUREALL CONCRETE A7 + QFFICE BY FLOORS O HAVEA LLU TENANTS G.C. SEALS FINISH ` li Z I-RE ESSED2A-108 FEC OR BETTER,TYPg, 6C ANT PROVIDED DRINKING FOUNTAINS, US W OW UMBING 3B D1 Z O O T-81/2" 5'-8" 42' 10 N T 03 p 0 tLL G102 A2 _ A400 0 N rn m 7 rn a I r-1 34"4' I _n 04 CM313 fv1313 Fq • 05 MENS ` SEMI-RECESSED 2A-10B FEC OR BETTER,TYP ' aro k 103 WOME O R DOWNSPOU LADDENOZZLE —,_.IJB - C104NS '. I.. U _A1 __. _ — c cl) __ A 8 A502 FF F.D.C. _ \. { d C0 U Q ° A B C D E PROJECT#:5116 Al FLOOR PLAN DATE:05/15/15 o Azoo 1/8"=1'-0" DRAWN BY:BSA x SCALE:As indicated U p Y 1 I 2 I 3 I 4 I 5 ( 6 I 7 ' 8 I 9 1 10 1 11 I a J 1 2 ' 3 I 4 I 6 I 6 I 7 I 8 9 10 11 LICENSED .. ARCHITECT N CEILING LEGEND GENERAL NOTES-CEILING PLAN AR-1532 1. PAINT ALL DUCTWORK,CONDUIT,DECK ETC.ABOVE 10' - GYP BOARD ON METAL STUD CEILING EXHAUST FAN;SEE MECHANICAL BLACK a ® 2. REFER TO ELECTRICAL DRAWINGS FOR ALL FIXTURE INFORMATION AND SPECIFICATIONS.COORDINATE LIGHTING Lvxxs.nr000suRr LAYOUT WITH MECHANICAL PENETRATIONS AND DIFFUSER STATE OFIMHO n OPEN TO STRUCTURE;PAINT AS NOTEDFz DIFFUSER-SUPPLY;SEE MECHANICAL LOCATIONS.ALL LIGHTING SHOWN IS FOR LOCATION REFERENCE ONLY. F DIFFUSER-RETURN;SEE MECHANICAL U 3. ALL EXPOSED CEILINGS IN THE SALES AREA ARE TO BE Z� o PAINTED INCLUDING DECKING,JOISTS AND GIRDERS,AND ALL r I Ell CONDUIT,PIPING,ETC.EXCLUDING ACTUAL LIGHTING O FIXTURES.REFER TO FINISH SCHEDULE FOR COLOR AND mE FINISH. 0 o w j 4. CONTRACTOR TO FIELD VERIFY PRIOR TO BEGINNING WORK. �\ NOTIFY ARCHITECT IF THERE ARE ANY DISCREPENCIES IN C2 Q 8 w DRAWINGS BEFORE PROCEEDING WITH THE WORK. a3 o 5. SUSPEND LIGHTING FIXTURES IN A MANNER TO PREVENT o a SWINGING POTENTIALLY CAUSED BY THE LARGE FAN O�i x �u> c� o T a Rt A6 D3 o =O 158,_9" A300 U J N N ITT 33,_S" 42,_0" 42'-0" 42'-1" 1 I I I I ROOF DRAIN PIPE CHASE a3 o . II - -ROOF DRAIN DROPS p WITH MECHANICAL DUCTING COORDINATE FIXTURE LOCATION w - - - - - - - - - - - e �J� tIp91 2 Y�Y 1 GYP BOARD WINDOW HEAD J o `OPEN TO STRUCTURE SEE ELECTRICAL PLAN FOR FIXTURE EQ ®,EQ: 112,-10„ COUNT,LAYOUT&SPEC. i m I xEQ EQ EO W CEILING FAN,SEE ELEC. Al # A3 _ / Q° N 4 A300 - 7L—I I;. A3 I I I fp EQ EQ EO. CEILING ACCESS PANEL COORDINATE FIXTURE LOCATION WITH MECHANICAL DUCTING GYP BOARD p 4 _ — — WINDOW HEAD 3 t W o W m � OV o OPEN TO STRUCTURE;PAINT ALL EXPOSED DECK,ST 7 RUCTURE,AND T (n pp MECHANICAL&ELECTRICAL COMPONENTS EXCLUDING FIXTURES. A7 2 A310,' N p Z LIGHTING SHOWN FOR REFERENCE— O c ONLY,SEE ELECTRICAL FOR EXACT pp � iL_ ' W J w 3o FIXTURE TYPE AND LAYOUT / O g ROOF HATCH 1101-0110 VJ J a O 2 rn m ROOF DRAIN DROPS vti ROOF DRAIN PIPE CHASE---- O EIFS CORNICE ABOVE U I I I M � 108'-0" 108'-01, A8 0 2s-2" a B" S cc 6 U I! A B C6. REFLECTED CEILING PLAN D E PROJECT#:5116 1/8 -1-0 DATE:06/04/2014 p DRAWN BY:DJW SCALE:As indicated Y 1 I 2 I 3 I 4 I 6 I 6 I 7 I 8 I 9 I 10 I 11 AM a 1 I 2 I 3 I 4 I 5 I 8 I 7 I 8 I 9 I 10 ( 11 I LICENSED G l CT AR-1532 N LEGEND GENERAL NOTES-ROOF PLAN \! ;Q 1. COORDINATE ALL PENETRATIONS OF ROOF SYSTEM WITH c' MECHANICAL AND ELECTRICAL DRAWINGS. /p4/IV rn CRICKETS 2. ALL ROOF AREAS TO HAVE MINIMUM SLOPE OF 1/8". STATE OF IDAMRY _ 3. SPOT ELEVATIONS ARE TO BOTTOM OF DECK. s ArSonawo ~ o WHITE MEMBRANE >=z U Cgow ~ r- x U Q TAN MEMBRANE U O C WALKING PAD ® ¢y O>a�i 0 Ors LL m 159,-9„ O N g O Z I- iT-0" 33,-6. 42'-0" - 42'-l„ N 19'-81/4" 18'-9" 19'-5 7/8" 20'-5 1/4" 21'-4 3/4" (y _/ METAL COPING,TYP.(gtALL PARAPET WALLS — � A10 3/4"/12" J n N > 1/4"/12" q E1 G — A503 -T I I I I 1'-5"5'-6 7/8" 4'4" 19'-61/2" e ROOF DRAIN,TYP. SEE C2/A500 r. w, FOAM CRICKET,TYP A7 C w A4 A503 a RTU-3 RTU-1 •C 16-8 3/4" - - --— - - - 2 - - - - - , - ('iv., - - —4�2 �s H INSTALL IN MEMBRANE ON BACK OF PARAPET WALLS,COMPLETE SOUTHEAST SIDE OF BUILDING # FOAM CRICKET a FOAM CRICKETS A7 c a 1/4"/12" - A13 0 Y SINGLE PLY ROOFING MEMBRANE OVER R-30 MIN.RIGID ¢ 1/4°/12° INSULATION OVER METAL DECK;SEE STRUCTURAL A3 4'-0"TYP 1 22'-5 3/4" c 18'-8 3/4" RTU 4 t:3 4- - - 4 :rA503a L o 19 � C 3 LU o Z o Q J 0O A7 LL U Z Qw o w o ZQ o o a'e" 1/4"/12" 1 7� N LOCKABLE ROOF ACCESS HATCH, ~� O tL I SEE E10/A503 w m E1 0 w A51)3 ROOF DRAIN,TYP. � m o c q M- .�y, // 18'Y 83/4" 19'-5 7/8" .. 20'-5114" A8 21'4 3/4" 22'-3 7I8" 0 E 'c U'e m U 5 PROJECT#:5116 A B C D E DATE:06/04/2014 A1_ ROOF PLAN = AzOo 1/8 1 0 DRAWN BY:DJW ' U SCALE:As indicated Y 1 2 I 3 I 4 I 6 I 6 I 7 I 8 I 9 I 10 1, A120 { a J 1 I 2 I 3 I 4 I 5 I 8 I 7 I 8 I 9 I 10 I 11 4ARCHITECT ICENSED p AR-1532 . N GENERAL NOTES-ELEVATIONS 1. A RAPID ENTRY(KNOX BOX)SYSTEM IS RECOMMENDED FOR o- IMMEDIATE FIRE DEPARTMENT ACCESS TO THE FACILITY(IFC OFIHO506.1).AN APPLICATION MAY BE OBTAINED AT STATION 1 EOFIDAHO _ 4 DURING NORMAL BUSINESS HOURS. 3 2 1 2. THE KNOX RAPID ENTRY SYSTEM MODEL MOST COMMONLY EIFS 02 EIFS 01 4 USED IS THE SERIES 3200.THE SERIES 3200 IS AVAILABLE WITH A HINGED DOOR,LIFT OF DOOR OR RECESSED MOUNT.THE Z o A9 q3 EIFS REVEALS PER DETAIL,SPACE EQUALLY SERIES 3200 MAY ALSO BE MONITORED UTILIZING THE - 134' BUILDINGS FIRE ALARM SYSTEM. O METAL COPING-BERRIGE 22 GA.STEEL• DDRESS NUMBER, 3. THE KNOX BOX SHALL BE INSTALLED TO THE RIGHT OF THE ¢ j STEELSCAPE WEATHERED RUST LACK LETTERING,FONT MAIN ACCESS DOOR(S).IT SHOULD BE MOUNTED OUT OF w METAL COPING-BERRIGE 22 GA.STEEL- E4 TO MATCH THAT USED ON NORMAL REACH AND NO HIGHER THAN TEN FEET FROM ~a. STEELSCAPE WEATHERED RUST 130'-9" ADJACENT BLDG. GROUND LEVEL(IFC 506.1).ALTERNATIVE LOCATIONS WILL C2 Q o, q7 HAVE TO BE APPROVED BY THE FIRE DEPARTMENT. a o CMU 01 4. A VISUAL ALARM DEVICE(EXTERIOR STROBE)SHALL BE o> CMU 01 EIFS 0 Q z¢ _ PROVIDED IN THE AREA OF THE FDC. a x EIFS 02 BRK 01 r BRK 01 CONTROL JOINT o O m N APPROX.EVERY 301,TYP m c� TYP i ( TYP MATERIALS SCHEDULE m I "FUTURE TENANT SIGNAGE AREA. I N o U I PROVIDE REQ'D BACKING&J BO I q ' 1927 NAME DESCRIPTION O N a in Ai. w .A5D1 I O> ¢ I STANDAR GRAY CONCRETE(PLASTER FINISH) U J h Y COORDINATEJBOX White CMU 03 Y ( LOCATION W/TENANY I BRK Oi ATLAS-INTERSTATE MONTERREY OR APPROVED EQ. CMU 03 I CMU 01 BXBX16 SPLIT FACE CMU-OLDCASTLE MOUNTAIN RED OR APPROVED EQ. ' I L- —— CMU 02 Bz8xi6 STANDARD CMU•ANCHOR TRADITIONAL L16 OR APPROVED E0. Al TYP u CMU 03 BXBX18 STANDARD CMU•AMCOR BISQUE OR APPROVED EQ. CMU 04 8XI6 STANDARD CMU-GRAY E E EQ EQ CNC 01 STANDAR GRAY CONCRETE(PLASTER FINISH) CMU It 4 - �• - _m CMU O1 CNC 02 ARCHITECTURAL FINISH CONCRETE - - O '� - � EIFS 01 EIFS-BOTANV BEIGE(KWAL 8221)OR APPROVED EQ.,SANDPEBBLE FINISH _ EQ EO _ �� w' 4 /5 / %� � %/ / � / %� EIFS 02 EIFS CORNICE-MASTERWALL#330(DOVE GRAY ORAPPROVED EQ. 1�� O MTL 001 PREF N SHED METAL FASCIA•RUST COLOR /i /0 /i /i /' Q EQ CMU 02 o - SUSPENDED TRELLIS; - � -� •� �'6'2' .� ,DETAILS TO FOLLOW 4 - m /P L117 ,-F// Ti 001_-0„ L— _________________C _______ -- 1 _J _____----_— ________——————_______ C NC 02 CNC 02 w METAL FASCIA-BERRIGE 22 GA.STEEL- STEELSCAPE WEATHERED RUST 'C U � 8"HIGH ARCHITECTURAL CONCRETE BASE W/ o E 1"CHAMFER ON FRONT FACING,TYP o 0 m m U `E2 FRONT ELEVATION s s _ A1oo 3/16"=1'-0" m_m 1 2 3 4 A10 A300 A CMU 03 EIFS 02 CMU 03 EIFS 02 EIFS 02 CMU 03 CMU 01 CONTR CMU 01 CCTRAPPROX.EVERY 30',TYP OL JOINT 124' Z II I I I I I E I I I I I I I I I I I Ill EQ I I I I I I I I I I I I EQ I I I I I I I I I I I I I IEQ 0 c UJI o in \ A502 ro to w I i T O /A O 3 1 l [� I.. 1Lt";� �� �i—i 1 -. I_� = Z u) � I o _ I L L � HITE 1'TEXT ON CONTRASTING � O � 1_ BACKGROUND TO READ"FIRE RISER" CMU 02 Z v 110-0 T,O.M. INCLUDE ADDRESS IN WHITE 3/4"TEXT CMU 02 4'-3 5/B" ON THE LINE BELOW,PLACE KIN BOX F STICKER BELOW TEXT. Lu W 3 O I TI 1 2 I - I f I �::. �L_'�L I p 7 o LL LL f - [�I i f I. o FDc ? CMU01', I l �.1� _ _ i. r r 11 ) 1 a. — o FLOOR PLA Y 100 N' 98'0" O 1 1 l T / L----------- ———————————— J D v 6 v N L J M � � — —————————- -————��_J O 0) CMU 01 CMU 1 A9 PAINT DOOR AND FRAME,COLOR TBD;TYP.ALL EXTERIOR HIM DOORS E PROPOSED KNC BOX AND FRAMES LOCATION-RAPID o ENTRY SYSTEM 3200 m CO ¢ A2 WEST ELEVATION 4 1 a A1o1 3/16"=1'-0" PROJECT#:5116 ! DATE:06/04/2014 I DRAWN BY:DJW SCALE:As indicated U 0' Y 1 I 2 I 3 I 4 ( 5 ' 6 I 7 I 8 I 9 I 10 ' 11 TI�NV 2a J 1 I 2 I 3 I 4 S I 6 I 7 I B I 9 ' 10 I 11 LICENSED r ARCHffECT O AR-1532 N EXTERIOR MATERIALS SCHEDULE a NAME DESCRIPTION N /17/15 LY18l0,1 . STANDAR GRAY CONCRETE(PLASTER FINISH) STATE.OF IDAHO x WhBe BRK 01 ATLAS-INTERSTATE MONTERREY OR APPROVED EQ. ' CMU 01 8X8X16 SPLIT FACE CMU•OLDCASTLE MOUNTAIN RED OR APPROVED EQ, CMU 02 8XBX16 STANDARD CMU-ANCHOR TRADITIONAL L16 OR APPROVED EQ. Z o CMU 03 8XSX16 STANDARD CMU-AMCOR BISQUE OR APPROVED EQ. CMU 04 BX16 STANDARD CMU-GRAY C9 O E CONTROL JOINT APPROX.EVERY 30',TYP. D D3 A8 C' B A CNC 01 STANDAR GRAY CONCRETE(PLASTER FINISH) _ ADJACENT BUILDING PARAPET WALL, CNC 02 ARCHITECTURAL FINISH CONCRETE r/1" A3OO FIELD VERIFY HEIGHT&COORDINATE EIFS 01 EIFS-BOTANY BEIGE(KWAL 8221)OR APPROVED EQ..SANDPEBBLE FINISH EXPANSION JOINT DETAILS W1 S I�) CMU O4 EIFS 02 EIFS CORNICE ARCHITECT 0330(DOVE GRAY OR APPROVED EQ. -�--- J ARCHITECT 130 9 GLAzo1 CLEAR GLAZING µWL ------- 125'-4" MTL 01 PREFINISHED METAL FASCIA•RUST COLOR N Q y ------------- --- ----- - - QLJ.oQ T11 1 - - --------------------------------------------------------- Zai BRK 01 1244" 0 n 5 �75 m CMU01 � w A- k FLOOR P pp'_0° L.I� I QQ ^ --------------------------- ----------------------- ----------------------- -------- --.-1--- --- i --- --- -------- F1 SIDE ELEVATION A o� METAL COPING 3 EIFS 01 A B / C A8 D3 A A300 - P w 125'-4"T.O.M. EIFS 02 c CMU01 CMU 03 130' CMU 03 14'-0 CONTROL JOINT APPROX. CMUO1 - BRK01 e' EVERY 30',TYP. .:..:..:...: ...::.:.....:.: _ .....:.:.,.:::.....: c i- CMU 01 124'-0'T.O.M. I L i r ` ]icy i I 125 4" �E i I T.O.M 1 I I 1 ! OUVER SEE. LI II_. EXHAUST FAN L .CMU 02 '-' - - PAINTED GUARDRAIL&HANDRAIL _ wx•. . I I.T _ • ' I I c CMU 02 § I hill ��� LEIFS 01 l i I I.T I i i -.. �105'8 T O.'._ M. 100'-1 -- ---- t I �. I,--------- DOWNSPOUT NOZZLE 5'-0" EO EQ EQ EQ EQ CMU 02 A7 1 _FOUNDATION WALL STEP WHERE OCCURS,SEE STRUCT. CMU 01 � � I I ° O`1 0 C1 SIDE ELEVATION B WC o LU G 3 �0 O z 2 J Q J o CONTROL JOINT APPROX.EVERY 30',TYP. o Lai. � C7 Z EIFS 02 CMU 03 CMU 01 AM3 Q Q c 3 W w p° "Jr124'-0" W 0 $ C4 LU J o 0 LL 04 A503 WALLBEYOND 0 N m rn , .... ,. n c I j, SECTIONAL DOOR&TRACK;SEE U I MANUFACTURER'S RECOMMENDED WALL BEYOND INSTALLATION'SEE SPEC FOR MODELS -1 f.,�. EDGE OF DOCK LEVELER;REFER TO M MANUFACTURER'S RECOMMENDED rn INSTALLATION METHODS [1T Y,r i"I r r )''I �'1'' [,�I [ i;Y'f 4 I f " -r —— 1l2"/12 _FLOOR PLAN n m ,II VV o a CURB 100'_0„ 7777777==1 I I III �iIL a 11_I l —_ 11=1�=LL-111=11= I—Ji=1�=1= 8"POLY DRAIN OR APPROVED EQ. ° CMU 01 CNC 01 Al LOADING DOCK PROJECT LOADING 4//117/156 o A1oD 1/8"=1'-0" DRAWN BY:Author x SCALE: 1/8,=1'-0" L) Y 1 ( 2 I 3 I 4 ( 6 I 6 ' 7 I 8 I 9 ' 10 I 11 A201 a J 1 I 2 I 3 ' 4 I 5 ( 6 I .. 7 I 8 I 9 I 10 I 11 ucENseo p� ARCHITECT C .. A1-1532 N N. L 's 15 iz: _ A3 N S'AYIOOBURY iAIEOFIOAHO A3 A9 A7 A300 >=Z r TAN MEMBRANE O w c ` E4 w TAN MEMBRANE TAN MEMBRANE O O ¢ ' a}y}� LL 3yW O y OZ H 1 J N N I FIXTURES HIDDEN FOR CLARITY I V GYP BOARD PAINT DECK,STRUCTURE,DUCT,ETC BLACK AS WELL AS UPPER WALLS 12'AND ABOVE THROUGHOUT SALES AREA _'ll GYP BOARD PAINT TRANSITION LINE:BLACK — ABOVE,PAINT-READY GYP BELOW § //i ! /% i rr rrr o r r / r r PAINT-READY WALLS , , PAINT-READY WA LLS 17 I L11 SIGNAGE TO READ: 'This door to remain unlocked when building is occupied.° C O w •C c a E1 INTERIOR STOREFRONT ENTRY E _ D3 A8 m A300 0 I `GYP BOARD—. FIXTURES HIDDEN FOR CLARITY I GYP BOAR.—\ f PAINT TRANSITION LINE:BLACK { ABOVE,PAINT-READY GYP BELOW I E PAINT DECK,STRUCTURE,DUCT,ETC BLACK AS WELL AS UPPER WALLS 12'AND ABOVE THROUGHOUT SALES AREA 'c 01 W ,� O Q J ,/ / FECLU 4 LL (V Z mPAINT-READY WALLS PAINT-READY WALLS W ol LU III o Z W 0 0 N O W LL n b m Z N O. B1 INTERIOR ELEVATION-SIDE „lol 3/16 -1-0 V M � 0 rn rn 0 E 0 y O ala U PROJECT#:5116 DATE:06/18/15 p DRAWN BY:Author : U SCALE: 3/16"_ 1,-0„ Y 1 I 2 I 3 ' 4 I 5 I 8 I 7 I 8 I 9 I 10 ) 11 7'0 a 1 I 2 I 3 4 I 5 I 6 7 ( 8 I 9 I 10 I 11 ucnso o ARCHITECT GENERAL BUILDING SECTION NOTES 0 1. ALL WOOD BLOCKING AND PLYWOOD TO BE FIRE - �_ RETARDENT TREATED STATE OF IDA RY 2. CONTRACTOR TO PROIVDE METAL CASING BEADS, STATE OF IDAHO _ DRIP SCREEDS,EXPANSION JOINTS,EIFS REVEALS, AND FLASHING PER MANUFACTURERS REQUIREMENTS. >= W m C O� .d a �- N � W Qhjo Q a N G Y m ^ y S LL O a U oW3"as V)W OrN� ; 3 A LL A311 I I I I A381 SINGLE PLY ROOFING MEMBRANE OVER - RIGID INSULATION AND METAL DECK I I I o 0 I I I STEEL TRUSSES;SEE STRUCTURAL STEEL GIRDER;SEE STRUCTURAL , I I I I LIGHTING&CEILING FAN HIDDEN FOR CLARITY O W 4"THICK CONCRETE SLAB ON \� ❑ COMPACTED FILL,SEE STRUCT. m I I y a° D3 BUILDING SECTION-SHORT Atop 1/8"=1'-0" c c E A3 D C B q E � A310 o U) d - W UI U SINGLE PLY ROOFING MEMBRANE OVER A3 CC M m RIGID INSULATION AND METAL DECK 1 A9 A311 G ® o 3 I A501 = J II-- w o j c z \\\\\ F STEEL GIRDER;SEE STRUCTURAL u1 TRUSSES;SEE STRUCTURAL Z ® 'o N ® LIGHTING&CEILING FAN HIDDEN FOR CLARITY I I I m I I I I S.O.G.SEE STRUCT. a , E I A3 BUILDING SECTION-LONG A 1/8"=1'-0" -- 0 U m U 0 PROJECT#:5116 DATE:06/04/2014 DRAWN BY:DJW SCALE: 1/8"=1'-0" U Y 1 I 2 I 3 I 4 I 6 I 6 I 7 I 8 I 9 I 10 I 11 A300 a J 1 I 1 I 3 I 4 I 5 I 6 I 7 ( 8 I 9 ' 10 ' 11 LICENSED ARCHITECT v N W STATE OF IDAHO YNN 6.WOODBUAY A7 > y Z c~i ' A503 E4 Ce M o� n sW ® N C7 CMU VENEER aual III N W M WALL TYPE M60,SEE WALL LEGEND ON G200 1 Al 25'-4" _ J R1 25 3 5/8„ All A503 +H! Hil R1 R1 `\\ EIFS-2" � STRUCTURAL THICK BRACE;SEE A503 `METAL STUD WALL,SEE STRUCT. \ �— T O A410 Lu ao o III A7 � A501 1 G S o: — _ PLYWOC D CATWALK,SEE STRUCT CAN LIGHTS PER RCP A3 _ A501 a° 113'-6" h ES E[ErE 112'-0„ — 12'-0" A501V7 f c fP — — 9,-4„ A6 77 d A410 E 0 iu (DI Ct c U W Z � � 1 Z�lLL 04 / � w Z 'e'ALIGN STOREFRONT u) Lu L1J EXTERIOR INTERIOR WITH CHAMFER EDGE E5 o A500 A500 0 G PO-ISO FOAM BOARD INSULATION-4'4-24, -� N FLOOR PLAN SLOPE LAN Q PE, LL V 10Q0„ FLOOR PLAN FLOOR P s 100 0 100 0 � m I=III—III III � �I I III I P - III a _ Y III— —THICKENEID ISLABISEEIST,IUCTL — III III III III III C— ° —III ' —I I_I III -1 _IJ_I 1 III —III—I III_III —III III =1 —I o I— III—III I—I C1 o I_I I I=1 I I—III—III III—III III— III .III_— -�I I—III I- —III—_ —III—I II III III—III—III III LII III—II III II—III_ II III III III A5o1 —III III III 1=1 f=1T=1 III III I 1=1 � I=1II—I III—I III—III_III—III III—III—III—II I_III 4 II—II1= II—III— f1=_ _ I- _ _ _ _ =III—III—III—III-III=III=11 — — 11=III- 0 E 0 4) 2 A3 WALL SECTION AT VESTIBULE A7 DOUBLE WALL AT STOREFRONT A9 DBL WALL FACADE Aio1 _ 1/2" 1'4' 1/2"=1'-0" PROJECT#:5116 1/2"-1'-0" =A1oo A1oo DATE:06/04/2014 o DRAWN BY:DJW U SCALE: 1/2"=1'-0" 1 � 1 I 2 I 3 4 I 5 I 6 ( 7 I 8 I 9 ' 10 11 *3 10 a J 1 I 2 I 3 I 4 I 5 I 5 I I 8 I 9 I 10 I 11 LICENSED ARCHITECT AR-1532 N N YNN S.WOODBURY STATE OF IOAHO Z� N �gM$ c* y 7 p Q h a C7 co ~ CT A503 A503 C7 A503 ®Q z 1- 24'-0"T.O.M. J 125'4 5/8" A5050 3 V rn 24,0„ C4 A503 R1 A503 L -. D LL R1 EXISTING C4 WALL A503 LR1 A O C r c c i 0 N C71 _ 1 Wcn M UW O Z _ c O � Ocl J J —— FLOOR PLAN_t1 A5 E8 N 100-0" V A500 A2 A500 (n V z mSLOPE GRADE AWAY A500 'W^ m - FROM BUILDINGV7 W v/ 3 RAMP CURB 0 o FLOOR PLAN __FLOOR PLAN _ FLOOR PLAN J Z 100'-0" `1 — — 100'-01, 100'-0" 1 (D LOADING RAMP I I I_I�I a -I�I—III—III 9 •_ _ LL III —I III III III ASPHALT,SEE CIVIL N y m III—III q —III III -III— —III a III III—III l _ 0 m 111111I I " : 111 1 111 —III I I I Y III I�I I I I I I I1 1 I E —III -I I I— III III—III—I II I_I I—III—I _ II—III III_III_I II I— 1_I l u (-I —I 1 _I 1=1 II 11 III Its r _ -U I— _I t=hH-111Hill—I 11=1 I III-1 1-161—I 1 1=1-�1i—III W:I I I IIII IIIIIIIIII II ? 1 _I LI I=III-1 -III, III-III III- 0 E 2 A3 WALL SECTION 01 A6 WALL SECTION 02 A8 WALL SECTION 03 (A-1 0 WALL SECTION 04 U a Asap 1/2"=1'-0„ Am0 1/2"=1'-0„ Aioo 1/2"=1'-0„ Aloo 1/2"=1'-0„ 0 PROJECT#:5116 DATE:06/04/20,4 DRAWN BY:DJW SCALE: 1/2"=1'-O" U Y 1 I 2 ( 3 I 4 I 5 I 6 I 7 I 8 I 9 ( 10 ( 11 4311 a 1 I 2 ( 8 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 uceuseo ARCHITECT � AR-1532 4 FINISHES RESTROOM FIXTURE NOTES CN �l /Z� SEALED CONCRETE FLOORS U.N.O.-REFER TO SPECS 1. ALL RESTROOM ACCESSORIES TO BE AS CALLED OUT OR o APPROVED EQUAL.APPROVED SUBMITTAL REQUIRED g/y2/15 N PAINT WALLS&CEILING,SW PAINT WALLS&CEILING,SW BASE: 2. PROVIDE CONTINOUS SEALANT AROUND ALL SINKS TO L4NNxwcooauar p> 7004(SNOWBOUND WHITE) 7004(SNOWBOUND WHITE) 4"HIGH VINYL COVE BASE THROUGHOUT STATE OFIMNo COUNTERTOPS,TOILET BASES,FAUCET BASE,SOAP DISPENSER BASE,&MIRROR WITH COLOR MATCHED OR PRE- INSTALL FRP UP TO 4'AFF MIN INSTALL FRP UP TO 4!AFF MIN CEILING:(REFER TO REFLECTED CEILING PLAN) APPROVED SEALANT. FX-3 FX-4 GYP-GYPSUM CEILING PAINTED CEILING WHITE 3. PROVIDE BACKING AS NEEDED FOR INSTALLATION OF ALL P7-OPEN CEILING,PAINTED FLAT BLACK Z RESTROOM ACCESSORIES FX-1 FX-7 4. ALL RESTROOMS SHALL MEET ADA REQUIREMENTS- FX-1 INSULATE PIPES NOTE:PROVIDE SUBMITTAL FOR ALL FINISHES(NOT PROVIDED BY OWNER)INCLUDING LAYOUT DRAWINGS,SAMPLES,TEST DATA,ETC. REFERENCE THE STANDARDS AND MOUNTING HEIGHTS BELOW y"5. OUTLETS AND OTHER EQUIPMENT ARE NOT SHOWN IN THE w w FX-2 ELEVATIONS g INSULATE PIPES ca Q yOy r_ 4"COVED RUBBER BASE N o 4"COVED RUBBER BASE WOMENS RESTROOM WOMENS RESTROOM RESTROOM FIXTURE LEGEND O it S G1 ELEVATION 1 G4 ELEVATION 2 Q m c� A400 3/8"=1'-0" A400 3/8"=1'-0" \ FX-1 NAME:RR VANITY SINK ®�-o 0-V MANUFACTURER:SEE MECHANICAL 3—" MODEL: ui \ ` FINISH: O z M MOUNT:WALL U J N N 2'-31/4" 3'-27/B" 4'-2" 3'-51/2" 2'-21/2" PAINT WALLS 8 CEILING,SW 7004(SNOWBOUND WHITE) � PAINT WALLS&CEILING,SW 7004(SNOWBOUND WHITE) 3C 3C 3C 3C FX-2 NAME:WALL MOUNTED TOILET RESTROOM SIGNAGE MANUFACTURER:SEE MECHANICAL RESTROOM SIGNAGE TO READ"MENS" MODEL:INSTALL FRP UP TO 4'AFF MIN INSTALL FRP UP TO 4'AFF MIN r0 READ"WOMENS"� _� 119 0 FX-7 037 C 04 FINISH: MOUNT:WALL /I I FX-5 7-.. y '--�.. VCTFLOORING, -- ___VCT FLOORING, COLOR TBD COLOR TBD 6FX-3 NAME:MIRROR4"COVED RUBBER BASE - MANUFACTURER:BRADLEY UBBER BASE MODEL:780-2436 WOMENS RESTROOM WOMENS RESTROOM ' FINISH:STAINLESS STEEL F1 ELEVATION 3 F4 ELEVATION 4 6C G1 WOMENS Mc03S /( MOUNT:SURFACE 1 p a400 3/8"—1'-0" Aaoo 3/8"—1'-0' � Q /� �\ 4 1 A400 \® 'M3B i I M3B, ® Aso C4Ci A400 I I PAINTWALLS&CEILING,SW 7004 SNOWBOUND WHITE f,. ( ) NAME:SOAP DISPENSER PAINT WALLS&CEILING,SW FX-�, p 7004(SNOWBOUND WHITE) MANUFACTURER:BRADLEY 0 I w SLOPE FLOOR TO DRAIN MAX .9% 3 MODEL: TAI 562 INSTALL FRP UP TO 4'AFF MIN � � SLOPE FLOOR TO DRAIN,MAX 1.9% FINISH:STAINLESS STEEL $ \ NSTALLFRPUProaAFFMIN ` 3B MOUNT:SURFACE MOUNTED us— INSTALL NAME:TOILET TISSUE 77�— — 4) FX-5 MANUFACTURER:BRAD EY DISPENSER m FX-1 FX 6 ® MODEL:5402 a FINISH:STAINLESS STEEL °" r-z 3 a" �`°" MOUNT:SURFACE 4"COVED RUBBER BASE � 4"COVED RUBER BASE FX-G NAME:WASTE/TRASH RECEPTACLE MANUFACTURER:BRADLEY D1 MENS RESTROOM ELEVATION 1 D4 MENS RESTROOM ELEVATION 2 D6 ENLARGED FLOOR PLAN MODEL:234 aaoo 3/8"=1'-0" aoo 3/8"=1'-0" Ami 1/2"=1'4' FINISH:STAINLESS STEEL MOUNT:SEMI-RECESSED PAINT WALLS 8 CEILING,SW PAINT WALLS&CEILING,SW 7004 7004(SNOWBOUND WHITE) (SNOWBOUND WHITE) INSTALL FRP UP TO 4'AFF MIN \ INSTALL FRP UP TO4'AFF MIN— FX-4 FX-$ FX-7 NAME:(3)ADA COMPLIANT GRAB BARS MANUFACTURER:BRADLEY d MODEL:234 E FINISH:STAINLESS STEEL FX_7 FX-7 FX-1 Q FX-6 MOUNT:SURFACE CAI cA FX-5 FX-2 , INSULATE PIPES Lcu o w 4"COVED RUBBER BASE 4"COVED RUBBER BAS 0E gT V) ® < o Z Cl MENS RESTROOM ELEVATION 3 C4_ MENS RESTROOM ELEVATION 4 (n y _ AAoo 3/8"=1'-0" A400 3/8"=1'-0" Q W w o° 3 ? W 0 J v WALL FACE TOILET WALL FACE WALL FACE WALL FACE N Co p N D) N DUPLEX OUTLET FIRE EXTINGUISHER SIGNAGE(U.N.O.) SHELF TO DISPENSING x SWITCH CABINETS MECHANISM THERMOSTAT D- MANUAL PULL FIRE STATION I 39"-41" MIRROR m HI-LO DRINKING 1 PAPER U FOUNTAIN TOWEL. 0 URINAL � TOILET SEAT o z_ 36"MIN COVERS DUPLEX OUTLET TELEPHONE/DATA 12"MAX 12"MIN O 13.5"MIN SINK E a a .o Or. �j TOWEL BAR IN 42"M 0 O _ 911 Ci x z Q am v C.L. _ U O o w - INSULATED PIPES m t y o w PROJECT#:5116 o DATE:5/22/15 DRAWN BY:BSA HCP = 17"-19"TO TOP SEAT FOR T.P.DISPENSER URINAL SCALE:AS indicated U � HANDICAPPED Y 1 ( 2 I 3 I 4 I 5 ( 6 I 7 I 8 I 9 I 10 11 A400 d 1 I 2 I 3 I 4 I 5 6 7 8 9 10 1'I ucEeseo N ARCHITECT AR-15 r � �D6/2D/14 S'AiE OF IOAHO N �p ' Z W r O a 1 Y W M �g Qcr- o�' Q N ()n 0ow 1 Oar Q Q z #4-1 _ QOO f L rwlo 0 - - QO .• —EIFS FINISH,COLOR TO MATCH FACADE `- —STEEL CABLE B 2X ALUM.STOREFRONT MATERIAL ! t" If ,. Lu . Itl y.' ; • SUSPENDED TRELLIS C6 SUSPENDED TRELLIS DETAIL 01 c As10 1/2'=1:_0:: — Aa10 1::=1:_0:: o A3 I ' � A3 � o �I V A410 :, M R i 4'-T co LU 0 C6 O ,I `•.-", A410 ALUM TOREFRONT MATERIAL,TYP. LL ZZ 0 a. mI•,c :24"X24"ACCESSDOOR O1 .. ., n. c {. EQ EQ U EQ EQ EQ n CD 1 0 .o I ' c a SPENDED TRELLIS A6 SUSPENDED TRELLIS DETAIL 02 �_ 1/2"=1'-0" PROJECT#:511 Q DATE.06/20/14' U DRAWN BY:BS� SCALE.As indicatid 5 1 2 I 3 ' 4 ' S 1 9 I 7 I 9 I 9 10 a 11 6• f Y ¢ 1 I 2 ' 3 I 4 I 5 ' 6 I 7 I 8 I 9 I 10 I 11 ucenseo 7 ARCHRECT AR-1532 N N 6/20/14 M L7NN 5.WOODBURY CC STATE OFIMHO ~ rr O U W � Qom Q Qyo 0>- 'm oomg E a C6 1 A410 A410 I EIFS FINISH,COLOR TO MATCH FACADE —SQUARE HSS,SEE STRUCT. G 3 EXTRUDED ALUM,TYP. Lu A6 A410 - 0 Aa1o'.. a vj _ m A8 A416 1 SUSPENDED TRELLIS C6 SUSPENDED TRELLIS DETAIL 01 0 A310 e _1/2" 1'0" _ Aa10 m 8 0 1 pi o A3 0I W J o c C W 3 � O L J A4 0 ALUM STOREFRONT MATERIAL,TYP. L r Q //ram/ Q Z uj / cc w o° Z W V 00 s O cn m 34"X24"ACCESS DOOR a — c M O E C O V a Al SUSPENDED TRELLIS ° A111 A6 SUSPENDED TRELLIS DETAIL 02 Aa10 1 1/2"=1'-0" PROJECT#:5116 DATE:06/20/14 o DRAWN BY:BSA v SCALE:As indicated y � 1 I 2 I 3 I 4 I 6 6 I 7 ( 8 I 9 I 10 I 11 A410 2 I 3 ( 4 I 5 ' 6 I 7 ( 8 I 9 I 10 I 11 ARCHITECT AR-1532 N YNN S.YiWOBURY SIATEOF I�AHO P- _ to U O _a SHIM PER MANUF.SPECS CONTINUOUS SEALANT BEAD;BOTH SIDES INTERIOR 5 m -�SLOPE AWAY FROM WALL CONRETE FLOOR Q Q EXTERIOR METAL STUD,CLIP TO D D WALL PER STRUCT,TYP, Q LL 4 m BATT INSULATION(FULL THICKNESS) CMU(SEE ELEVATIONS FOR FINISH) Q N AST-IN-PLACE CONCRETE _ 5/8"GYP BOARD O N t7 ASPHALT PAVING 0 O a w �N Y EPS FOAM BOARD INSULATION P c oom g WINDOW SILL AT CONCRETE a GS FLOOR Asoo 1 vz"=1'-0" III- III III- IIL-- - ° 1111111111111111111111111111111111111111 D III-III III III=III IIIII 1 I I I I II I I III-III III I 11= G I) III III=III I I_I I I III-III- III _III III III=III III=11 III I I II I I III I I II I I I I II I I I I I-II I III-III III I I I III III III_III III III III III III III III III III III II ALIGN MULLION WITH CHAMFER EDGE SHIM PER MANUF.SPECS —III III III III III III III III—III III III III — I III III III III III III III III III III III III III Q LL CONTINUOUS SEALANT BEAD;BOTH SIDES —III III III III III III III— P —III III III III -_ III III III,III III III III III III 111 III III-III III II CONRETE FLOOR SEE STRUCTURAL FOR REINFORCINGI III-1 1 III—III III—III III-1 1 EPS FOAM BOARD INSULATION IIII ( III a III—III III III;_ III- III III III III— --. P III III III-II IIIIIIII -III III-III -III_ III III-III-I I P D D I I I I-I I c D ° IIIIIIIIIIIIIIIIIII IIIlE -III III-III P P D D III- III III III=I1 II=11 D ° P IIIIIIIIIIIIIIIIIIII I i1 III '-III III III III III-III .III III III III III III III-III III III IIIIIIIII I III III I I I_I I I III III III III III III I I I_I I I III III III III_III I I I_I I C w a `o DETAIL AT 8"FOUNDATION E5 STOREFRONT SILL DETAIL E8 WALL - A310 1 1/2"=1'-0" A311 1 1/2"=1'-0" m BATT INSULATION(FULL THICKNESS) 777777 518"TYPE W GYP BOARD O NON-STRUCTURAL METAL STUD FRAMING CMU-STANDARD 5/8"TYPE'X'GYP BOARD CMU NON-STRUCTURAL METAL STUD FRAMINGJ< ' 1"CHAMFER k 5/8"TYPE W GYP BOARD EXISTING ' 4"GAP NON-STRUCTURAL METAL STUD FRAMING - BATT INSULATION(FULL THICKNESS) BUILDING—\ v BATT INSULATION(FULL THICKNESS) O _ CAST-IN-PLACE CONCRETE E STANDARD CMU-8XBX16 REINFORCEMENT STRUCTURAL L FOR ,_ STANDARD CMU-8X8X16 REINFORCEMENT O FOUNDATION WALL f SLOPE o 8"FOUNDATION WALL SLAB ON GRADE 4"SLAB POLYISO FOAM BOARD INSULATION-4"(R-24) . cc co III III '° o T _ =III III III 1 I 111-I EXPANSION JOINT.NP III-I_I J LL ° TT i =11 IIL-I LI III=1 III=11 =n I Tn I_I -III III-III III-III-1 I I II I I I-1 1= III III=III III III=III III= III=III III=1 (q s _ =1I I III=III III1I I=1I I III=1I I II-III III-III I I II III III II III III=III III-III III III1I I_II I- 1I I III III-III III-III I LI-III-I , (I I I II I II I I I 1111 I I II I II I I I I �� III III-III o, I I III-III III-11 FI I I I I 1=1 I I 1 I 1=1 a H =111_I I I-III III-III-III III-III I I III III= I I III-III=III III=III III-III=III=III LLI L LI w 3 III-III=III-III-III-III III-III=1 = _ - III=III-III=1 -III _ III III=III -III III=III III=III-III III-111_III-1 of SEE STRUCTURAL FOR REINFORCING I 1=III= 1=1=11�=III=1=III=1=IIIIII=III O o =1 =1 1=1 I-I 1=1 1=1 1=1 I-III p _III LI I_i I I_I I_I III-III-III-I =:IIII -1 - -i I-IIIIII-III P P: D 111-111 III-I1IEEII1 II1 1II 1I1-I 1=111 III=111 111=111=1 1 1=1I1=111=111 III 36'MIN — _ 1-111=III o ° , ° : 1I1 III=111 111=1111I1III=1111111 J o =1 I I=1 11=1 I I III-1 11=1 11=1 11=1 I I I I I_I 11=1 11=1 I I-I 11=1 I I o Y � e P I I -_III- I I I I I=1 11=1 I I I I I=1 I I I I I=1 11=1 I L-III N _ - 111-111-III-111-111-111-111-111I 1-III-111-111-111=111-1 III=111=111=1 '- I I'.w:111 111=111 I11-111=111 111=111=111 =111 _ 111 111=III=111111=1I1=III=111=11111=1 O s =1 I I-III-III I I I=1 11=1 I I-III-III ° P' I I I_I I I-III-III-III-III I L-I 11=1 11=1 I I �, III I I I=11 I-II L-I 11=1 I L-II L-III I I =1 11=1 I I I=1 11=1 11=1 I I1 11=1 I II 11=1 11=1 11=1 I I m III-III-IIIIIIII I-I 1=1 11=1 -IIIIII-I 11 -III 11=1 I I-I 11=1 P 1=1 L-III I_I 11=1 L-I 11=1 I =1 1=1 1=1 =1 °� =1 I L-I 11=1 I II 11=1 I I-III-I 11=1 I I IIII 11=1 11=1 11=1 11=1 I 1=1 I II 11=1 I I III I I I I I I=1 I I I I I=1 I IJ 11=1 I I 11=1 I I I 1=1 I II 11=1 11=1 11=1 � III III-III-III-III-III III-IIII D I-III_III-III III-III-I III-III-III-I II=11I- III=III IIIIII_III-III II-III II -I11=IIIIII=1I1=III=1 =1II_I11=III_( q - - o o II=III =III=III=III III III _III=III III=III=III II=III=III 11 ,. P D -III III=III=III-III n. III III-III-III III-III > P - P D D ` ` �. ° III-III IIIIII-III= o =III_III=III II R P P -III=III - III-III o e I II I-III IIIIII-III III 111_I =III=III g i l l=III=1 1111111111 11111 R P. P R P I I IH 11 111=111 111=1 =11I_III=III II III-III II ° 1=1II 111 1II-III-III III III=III=11I II=III=1 P 11111IIIII1111 9 ° ° 1111IIIIIIIIIIIIIIIIIIIIIIII111 o — =11I=1I=1I P. o =1I1=1I - - - - - -I -I =I III-III I -III =IIL=III III 111 111 III=-I I i .111-III III 11_I=III=1 I"I III III III III=III 11 I=111 1 °� =III=III-III 119 - =III=III � III=III- D. D D III I IIIIIIIIIIIII-IIIIIIIIIIIIIII=III=IIIIIIIIIIIIIIIIII=IIIIIIIIIIIIIII-III_ III III=1 i 1-1 I I - P III-1 I I1 hI I I a' I I IIII 11=1 I I IIII 11=1 I I 111=1 11=1 I I_I 11=1 I I I I I=1 11=1 I II 11=1 I I I I I=1 11=1 I II 11=1 11=1 11=1 IIIII=III=III-III=III=III=III=III-III=III=III=III=IIIIII=III=III=III=III-III=III=III=III =III-III=III=1 =_ = III_III i i i=i i III-1 I I-1 I I-1 I I_I I I-1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1 11 11=1 I I I I II 1 11 1 11 11=1 1 11 11=1 11=1 11=1 11=1 1 11 11=1 1 11 I I-I 11=1 1 11 11=1 11=1 I I-I 11=1 11=1 11=1 I I-I III=III=III=I H 11=III=III=111=III=111111=�-1 (-SEE STRUCTURAL FOR ALL FOOTING 1=111=111=1 1=111=111=111111I 11=1 1=111=1 1=111=11 I1 1=1 1=1 1=111=111=1 I11 = =111-111-III-111-III111-III-111-III-III-�-1REINFORCEMENT AND CONNECTION 11-111=111=111=I -J 1=111=III=111=111=111=111 111=111=III=111=111=111=III=111-111=111=111 =1 III-III=III-III-III-III-I III-1I1=1 -1 a — — — — U 0 5 PROJECT#:5116 DETAIL AT SOUTH FOUNDATION DETAIL AT NORTH FOUNDATION DATE:06/04/2014 A2 WALL WITH METAL STUDS AS WALL WITH METAL STUDS A8 DETAIL AT PIER W/CHAMFER DRAWN BY:DJW _ A3n 1 1/2"=1'-0" a311 1 1/2"=T-0" A31u 1 1/2"=1'-0" SCALE: 1 1/2"_ Y 1 I 2 I 3 4 I 6 I 6 I 7 I 8 I 9 ( 10 ( 11 h150� IL 1 I 2 ( 3 4 5 I 6 I 7 I 8 ( 9 I 10 I 11 ueeeseB J. ARCHITECT .. .. -�---��� ���}- m 1 STATE OF IOAHO _ HEADER a-8"TYP.WALL I SEE STRUCT CONTINUOUS SEALANT BEAD;HIGH OFFSET PERFORMANCE,LOW-MODULUS Z ELASTOMERIC;SUBMITTAL REQUIRED CONTINUOUS SEALANT BEAD HIGH PERFORMANCE,LOW-MODULUS SCHEDULED ELASTOMERIC;SUBMITTAL REQUIRED O UK E DOOR n w w J CLIP rn SCHEDULED p w 1 - DOOR--------------------- pY� VERTICAL MULLION S G1 DOOR JAMB TO GLASS G3 INTERSECTION G_4 CORNER MULLION — G8 H.M.DOOR-JAMB G10 H.M.DOOR-HEADER ®�o Agoo 3"=1'-0" asoo 3"=1'-0" asoo 3"=1'-0" Agoo o a co � �N 00H� SEE WALL TYPE - SEE WALL TYPE i CLIP 2X4 WALL TO CMU PER STRUCT. _ ©QOBLOCK .U BLOCK .. ---------I NO SUBSTITUTIONS NO SUBSTITUTIONS ALLOWED' ALLOWED I L CONTINUOUS SEALANT BEAD;HIGH CONTINUOUS O pEIRFORMANCE,LOW-MODULUS PERFORMANCE,LOW-MODULUS FI ART(1MFRI(:�CI IBMITTAL REQUIRED ELASTOMERIC;SUBMITTAL REQUIRED 8"BATT INSULATION O 4'METAL STUD CLIP o �?S• 114"SHIM&BACKER RODS-TYP 5/8"GYP.BOARD SCHEDULED r8 g^ DOOR ALUMINUM STOREFRONT SYSTEM ' (------------- GLUE GYP.BOARD EDGE TO CMU HEADER,TYP. C O w E1 DOOR HEADER TO GLASS E3 VERT MID MULLION E4 HORIZONTAL MID MULLION E6 PILLASTER FOUNDATION ES STOREFRONT HEADER @ CMU E10 H.M.EXTERIOR FRAME HEADER ,c Aeoo 3„=1'.0" Aeoo 3„=1,_0„ 3„=1.0„ Aioo 1„=1'_0" As10 3"=1'-0" Aeon 3„=1,_0„ � G� a DOOR JAMB BEYOND SCHEDULED DOOR ALUMINUM STOREFRONT SYSTEM G SWEEP 1/4"WINDOW SHIM,BACKER RODS,& ALUMINUM THRESHOLD SEALANT;BOTH SIDES-TYP CONTINUOUS SEALANT BEAD; SET IN MASTIC BEDDING SLOPE AWAY @ EXTERIOR HIGH PERFORMANCE,LOW- MODULUS ELASTOMERIC; MASTIC BEDDING CAST IN-PLACE CONCRETE SUBMITTAL REQUIRED 1/4"WINDOW SHIM 17 SLOPE AWAY @ CONCRETE SLAB EXTERIOR // Dq SCHEDULED FINISH DAMPPROOFING,TYP e o 4 .,.' THICKENED SLAB o q Op.°• 0 1/2"EXPANSION d/ q EPS FOAM BOARD INSULATION E MATERIAL, C O WHERE OCCURS U Lit p7 ml STOREFRONT DOOR- STOREFRONT DOOR- WINDOW SILL @THICKENED 00 w C3 STOREFRONT @ FLOOR C5 THRESHOLD @CONCRETE C7 THRESHOLD @ENTRY C10 CONCRETE SLAB oAsoo 3„=1'-0„ Agoo 3"=1'-0" A600 6"=1'-0„ l 1 1/2„=1,-0„ O __j LL N 0 6"METAL STUD FRAMING NOTE: Z Q O AT RATED WALLS,FIRE SEAL STUD WALL OSB,SEE STRUCT.-r' - PLYWOOD SEE STRUCT. AROUND STEEL JOISTS AND BEAMS O J H. 57/8" — STEEL DECK O I� y pp - - (SEE STRUCTURAL) 0 C4 "STRUCTURAL METAL STUD FRAMING FIRE SAFING AT RATED WALLS-FILL IN SEE WALL TYPE FLUTES OF DECK;SOUND INSULATION d 2"EIFS PANEL BATT INSULATION(FULL THICKNESS) - AT WALLS WITH SOUND INSULATION SHEET WATERPROOFING cO <+� STEEL METAL DEFLECTION TRACK.MATCH GA.OF WALL DOOR HEADER- SEE STRUCT. EIFS-2"THICK FRAMING STUD.FASTEN TO DECK WITH POWER-DRIVEN O SEE FASTENERS AT COMPOSITE DECK AND SHEET METAL CJ \ SHEET WATERPROOFING DRIP REVEAL STRUCTURAL - Y SCREWS AT METAL DECK ONLY 5/8"TYPE W GYP BD a M 5!6"OSB EIFS-1"THICK U N - ♦ METAL RUNNER TRACK NESTED IN DEFLECTION TRACK O LL TO MAINTAIN MIN 1 112"GAP.GUAGE TO MATCH GUAGE rn GYP MTL CORNER BEAD OR SEALANT AND BACKER OF WALL STUDS ZIP STRIP,TYP `4 p ROD,BOTH SIDES;TYP ATTACH GYPSUM BOARD TO METAL STUDS AND NOT E O 1/4"SHIM,BACKER RODS 8 + ---- 'o h SEALANT;BOTH SIDES-TYP ALUMINUM STOREFRONT 5/8"TYPE'X'GYP BOARD PREFINISHED METAL FASCIA, TO METAL DEFLECTION TRACK SYSTEM 1/4"WINDOW SHIM&BACKER COLOR TO MATCH METAL f MTL STUD,SEE SCHEDULE& N RODS;BOTH SIDES_TYP PARAPET COPING _� - U PLANS FOR SIZE Q v INSULATION WHERE OCCURS;SEE SCHEDULE&PLANS FOR SIZE STOREFRONT HEADER @ INT. WINDOW HEAD DETAIL AT \� EIFS 1"THICK Al EIFS REVEAL A3 VESTIBULE AS VESTIBULE A7 HEADER @POP OUT METAL STUD FRAMING AJ SLIP TRACK DETAIL PROJECT#:5116 Azgo 3"=1'-0" A310 1 1/2"=1'-0" Aeoo 1 1/2"=1'_0" azoo 1 1/2"=1'-0" Asoo 1 1/2"=1'-0" DATE:06/04/2014 p DRAWN BY:DJW x v SCALE:As indicated gy 1 I 2 I 3 I 4 5 I 6 ' 7 I 8 I 9 I 10 I 11 #A501' a 1 I 2 I 3 4 5 I I I 6 I 7 I 8 ( 9 I 10 I 11 LICENSED ARCHRECT AR IN - r: _ LYNN S.NUDDBUtY STATE OFIOAHD U o W 0X �_a a Ca N w Q<ayo CMU OR ATLAS BRICK WHERE OCCURS, O O a U SEE ELECATION FOR FINISHES N N g 1"CONCRETE CHAMFER(BELOW) ® w a- EXISTING BUILDING Ul D aaa NYSTROM EJ-EWN 300 WALL TO WALL EXPANSION JOINT SYSTEM(OR SIMILAR) 1"CHAMFER OF CONCRETE WALL BELOW El FULL BATT INSULATION CMU,SEE ELEVATION O NON-STRUCTURAL METAL STUD FRAMING 5/8"TYPE W GYP BOARD EXPANSION JOINT @ FRONT LU E1 WALL E5 COLUMN DETAIL AT STOOP .0Q a1o1 1 1/2" G 1/4"WINDOW WHIM,&BACKER RODS;BOTH SIDES-TYP ALUMINUM STOREFRONT SYSTEM CONTINUOUS SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS C9 ELASTOMERIC;SUBMITTAL REQUIRED — — - — - — - — A502 CHAMFERED CONCRETE in GYPSUM METAL CORNER BEAD WALL BELOW i 5/8"TYPE'X'GYP BOARD CMU-SEE STRUCT.FOR INTESECTIONS&REINFORCING WALL PER WALL TYPE, EXISTING BUILDING -�. NYSTROM EJ-EWN 300 WALL TO WALL FULL BATT INSULATION EXPANSION JOINT SYSTEM(OR SIMILAR)REFER TO MANUFACTURER'S INSTALLATION METHODS Z O E_ 2 WINDOW JAMB @ MASONRY ON m EXPANSION JOINT @BACK ^ C9_ CONCRETE FOUNDATION v C1 WALL c LU 0 p 3 Cl) O J LL _ X H f� ? 3 Q1 IQ- p FULL GATT INSULATION .•• W X Z p o O 5/8"TYPE'X'GYP BOARD N NON-STRUCTURAL METAL STUD FRAMING N Y d /�1"CHAMFER BELOW / 5/8"TYPE'X'GYP BOARD CMU-SEE STRUCT.FOR C S 1NTESECTIONS&REINFORCING GYPSUM METAL CORNER BEAD co U_ CAULK-COLOR TO CHAMFERED CONCRETE M 114"WINDOW SHIM,BACKER RODS;BOTH SIDES TYPMATCH MULLIONS WALL BELOW - BRAKE METAL-COLORTO MATCH MULLIONS E - - - - _ _ A9 CONTINUOUS SEALANT BEAD;HIGH A502 PERFORMANCE,LOW-MODULUS 'c ELASTOMERIC;SUBMITTAL REQUIRED ALUMINUM STOREFRONT SYSTEM O N a Al TYPICAL CMU CORNER WINDOW JAMB @ MASONRY ON AS PILASTER DETAIL o atol 11/2"=1'-0" At01 A9 CONCRETE 1 1/2"=1'-0" aso2 1 1/2"=1'-0" PROJECT#:5116 9/15 x DRAWN BY�Author SCALE:As indicated Y 1 ' 2 I 3 ' 4 I 5 I 6 I 7 ( 8 I 9 10 I 11 A502 a J 1 I 2 I 3 I 4 I 6 ' 6 I 7 I 6 9 10 I 11 LICENSED • - 4.Al RCHITECT (y .. .. AR-1532 N 20/14 BOFIDMpB.W'OODBURY U � _Q N 5/8"OSB S g PREFINISHED METAL CAP,FINISH TIED. Q O N�o METAL STUD FRAMING WATERPROOFING,SEE SPEC. O Q Q ®N js CL R. o;f • "LADDER UP" cr_ h MANUFACTURED BY "BILCO".SECURE O Z TO LADDER 0 ROOF HATCH f 1 w(n 4'-0"SUMP FLASHING METAL COUNTER V ' 0 Q 4 ): :4 EXTEND ROOFING UP z I a -----_.- .--__ UNDERFLASHING y '}'•°'I" PREFINISHED METAL REVEAL - 4 HOLD 1/2"HEM W/CONT.SEALANT,TYP. Q O C7 5 5/8" 5 5/8" MIN. MIN. FLASHING LAP Z_vlW SHAPED RIDGID —CLEAR x3'-0"L R OPENING STEEL ANGLE R INSULATION AND in ROOF MEMBRANE OVERFLOW DRAIN SUMP ROOF METALLADDER SUMP PAN DRAIN RECEIVER DRAIN a E1 ROOF DRAIN:PLAN E4 COLUMN CAP E10 ROOF HATCH DETAIL A1zo 3/4"=1'-0" A1oo 1 12"=1'-0" t 1 1/2"=1'-0" 0 0 W •C C1 ROOF HATCH p c FIELD VERIFY MEMBRANE ROOFING 2'-8"x V-D E10 ,y 5/8"OSB / LOCK AND LATCH ON A503 PARAPET CAP FLASHING 5/8"OSB CONT.PARAPET CAP CLIP INSIDE Y 4'-0"SUMP ,' SINGLE PLY ROOF MEMBRANE °D WRAP OVER PARAPET,UNDER COPING OVERFLOW DRAIN SHEATHING(SEE STRUCTURAL) LL ' DRAIN SUMP O HIGH �POLYISO FOAM BOARD INSULATION RECEIVER. OVERFLOW CONT.PARAPET CAP CLIP DAM 1/2"HEM T WITH MAIN ROOF STEEL ANGLE REFER - ---- SEALA BOTH DRAIN TAPERED ROOF TO STRUCTURAL - SIDES(TYP) INSULATION - SHAPED RIGID ROOF ANCHOR BOLT(POURED IN PLACE) INSULATION AND SYSTEM SEE WALL SECTIONS I ROOF PAN MEMBRANE - STEEL DECKING FOR CMU TYPESUMP SPRAY APPL FOR IED FOAM INSULATION TO FILL MEMBRANE ROOFING FFF -- -.EIFS-CORNICE ANCHORS BRANESTED STUD TUD FOR IN BETWEEN FLUTES WRAP UP WALL& ROOF FULL BATT INSULATION OVERTOP INSULATION STRUCTURE UNDERDECK SCHEDULED WALL(WHERE OCCURS) (1"MIN.) ROOF DRAIN PIPES CLAMP SEE PLUMB. F 0 a o a y o C1 ROOF DRAIN:PROFILE C4__ ROOF TO CMU C7 CMU PARAPET �1 U A5o5 3/4„=1'-0" Azm 1 1/2"=1,-0„ A201 1 1/2„=1,_0„ q Wvi Co M e UJ 1 0 ® o o _ MEMBRANE ROOFING a Vl O 5/8"DEB A PARAPET CAP FLASHING LL N COUNTER FLASHING OVER WALL FLANGE CONT.PARAPET CAP CLIP QL Z PREFINISHED METAL CAP,COLOR TED. r 410i /�FASTEN EXPANSION JOINT FLANGE ' TO WALL FRAMING 0 8"O.C. U CONT.PARAPET CAP CLIP u qq ` Z ® o 1/2"HEM WITH SEALANT EA.SIDE ELASTOMERIC EXPANSION JOINT COVER (fYP) J 5/8"OSB W/4"WIDE METAL FLANGES OR d CN SINGLE PLY ROOF MEMBRANE APPROVED EO. WATERPROOFING,SEE SPEC O LL WRAP OVER PARAPET, LI`v SB(SEE STRUCTURAL SCHEDULE) 0 rn m UNDER COPING FASTEN EXPANSION JOINT TO WOOD 4"O.C. EIFS-2"THICK POLYIS0 FOAM BOARD INSULATION 4 OSB MEMBRANE ROOFING • Y -- /�— WRAP UP WALLS ° __ -_ FLASHING STRIP OF ROOF MEMBRANE, ? OVERTOP 3/4"RUNGS @ 12"O.C. fl. - TYP.AT EXPANSION JOINT FLANGE ANCHOR BOLT(POURED IN PLACE) 518"OSB—� -_ n STRUCTURAL METAL STUD FRAMING th SCHEDULED WALL STEEL DECKING SEALANT(TYP) EIFS CORNICE Q SPRAY APPLIED FOAM EIFS-2"THICK �j INSULATION TO FILL IN FULLY ADHERED SINGLE PLY ROOF MEMBRANE BATT INSULATION(FULL THICKNESS) BETWEEN FLUTES 'WRAP UP AND OVER SCRATCH COAT STEEL ANGLE REFER PARAPET 'o TO STRUCTURAL 0 CMU 0 f Q PROVIDE SLOTTED HOLES FOR U ADJUSTMENT OF 3/4"ANCHOR 0 BOLTS Al ROOF TO METAL STUDS A4 ROOF TO EXISTING WALL A7 POP OUT PARAPET CORNICE PDAOTE::6 20/146 A310 1 1/2'=T.0" A311 1 1/2"=1'-0" A1zo ROOF LADDER AND HATCH 11/2"=1'-0" A10 DETAIL DRAWN in DJW x A4w SCALE:As indicated gl 1 I 2 I 3 I 4 I 5 I 6 I 7 ( 6 9 I 10 I 11 A503 a 1 _ I . _ I 3 I - 4 I .5. I 8 I. 18 9 I 10 I 11 LICENSED ARCHITECT N. " AR-1532 N DOOR HARDWARE GENERACNOTE—WINDOOW AND DOOR ' - AL01-STOREFRONT HW 03-EXTERIOR ` 1. STOREFRONT TO BE KAWNEER TRIFAB 450 OR APPROVED EQ. p - DOOR NUMBER(S):01A DOOR NUMBER(S):05,06 ANNODIZED ALUMINUM EACH TO HAVE: EACH TO HAVE: 2. FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING YNN&.NUOOBURY rn SUBMITTAL AND SUBSEQUENT FABRICATIONOF ALL DOOR AND STATEOFIDNp t` x 2 EA CONT.HINGE BY SECTION 084110-112HD 628 IVE 1 SET HINGE(S) 5BBI HW(QTY,SIZE,NRP AS SPEC'D) 630 IVE WINDOW FRAMES. 1 EA HEADERISILL BOLT(S) BY SECTION 084110-4015 X 4016 626 ADA 1 EA PANIC HARDWARE 25-R-NL 626 FAL 3. PROVIDE CLEARANCE REQUIRED BY ACCESSIBILITY CODES 1 EA MORTISE DEADBOLT BY SECTION 084110-MS1850 SERIES 626 ADA 1 SET CYL.HOUSING(S) TYPE&QTY AS REQ'D BY HARDWARE 626 SCH ANSI Al 17.1 AND ADAAG AT ALL DOORS. 1 EA EXIT INDICATOR BY SECTION 084110-4085 626 ADA 1 SET FSIC CORE(S) 23-030 EV.29T(OTY AS REQ'D BY HARDWARE) 626 SCH 4. THE UNDERSIDE OF HOLLOW METAL DOORS ARE TO BE FIELD z U 1 SET CYL.HOUSING(S) BEST 7 CYLINDER WITH THUMB TURN 626 SCH i SET TEMP.CORE(S) 23-030-ICX(QTY AS READ BY HARDWARE) 626 SCH PAINTED WITH TWO COATS OF PAINT IN ADDITION TO THE w o AND HORIZONTAL PUSH BAR i EA SURFACE CLOSER SC71 FA 689 FAL FACTORY APPLIED PRIMER PRIOR TO HANGING THEM TO AVOID 1 SET FSIC CORE(S) 23-030 EV.29T(CITY AS REQ'D BY HARDWARE) 626 SCH i EA KICK PLATE 8400 10"X 2"LOW B4E 626 IVE RUSTING. O 1 SET TEMP.CORE(S) 23-030-ICX(QTY AS REQ'D BY HARDWARE) 626 SCH 1 EA FLOOR STOP FS18S BLK IVE 5. ALL EXTERIOR HOLLOW METAL DOORS ARE TO BE INSULATED. ¢ e 2 SET PUSH/PULL BAR BY SECTION 084110-919OHD 10"STD 630 IVE 1 EA RAIN DRIP 142A 628 ZER 6. ALL HOLLOW METAL DOORS ARE TO HAVE KICK PLATES ON 2 EA OH STOP BY SECTION 084110-100S ADJ 630 GLY 1 SET WEATHERSTRIP 429A(1 @ OW,2 @ DH) 628 ZER BOTH SIDES. 2 EA SURFACE CLOSER(S) BY SECTION 0SECTION 084110-SC71 HDPA 695 FAL 1 EA DOOR SWEEP(S) 8198AA 628 ZER 1 SET PERIMETER SE2 SET CLOSER AL BY SECTION 084110-FRAME MFR STD FRAME TBD B698 AO 1 EA SADDLE THRESHOLD 655A SSMS/LA 719 ZER O F 1 SET ASTRAGAL SEAL BVSECTION084110-DOOR MFR STD TBD B/O HW04-INTERIOR YN E—WINDOW ND DOOR Q N o 2 EA DOOR SWEEP(S) BY SECTION 064110-DOOR MFR STD 828 B/O DOOR NUMBER(S):03,04 Q a rn a 1 EA THRESHOLD PEMKO 255A 628 B/O EACH TO HAVE: 1. ALL BREAK METAL TO MATCH JACENT za°O STOREFRONT SYSTEM FINISH O Qom+Q AL02-STOREFRONT 1 SET HINGE(S) T4A3786412 X 4 1/2 26D MC 2. 'T'MEANS"TEMPERED GLASS }N DOOR NUMBER(S):01B 1 EA PRIVACY LOCK $40D 626 SCH rr�•� w= EACH TO HAVE: 1 EA SURFACE CLOSER SC71 FA 689 FAL L.L 1 EA KICK PLATE 840010"X 2"LDW 94E 626 IVE o a w 2 EA CONT.HINGE BY SECTION 084110-112HD 628 NE 1 EA FLOOR STOP FS163 ELK IVE 2 SET PUSH/PULL BAR BY SECTION 084110-9190HD 10"STD 630 IVE 3 O Y 2 EA OHSTOP BY SECTION 084,10-100S ADJ 630 GLY HW05-INTERIOR DEL SWING uiwg 2 EA SURFACE CLOSERS) BY SECTION 084110-SC7I HDPA 695 FAL DOOR NUMBER(S):02 2 SET CLOSER BRACKET(S) BY SECTION 084110-AS REQ'D BY DR/FRAME 698 FAL EACH TO HAVE: O>r y 1 SET PERIMETER SEAL BY SECTION 084110-FRAME MFR STD TBD B/O 1 SET ASTRAGALSEAL BY SECTION 084110-DOOR MFR STD TBD B/O 3 EA DBL ACTING SPRING HINGE 1001412 X 412 26D MC 2 EA DOOR SWEEP(S) BY SECTION 094110-DOOR MFR STD 628 B/O 2 EA KICK PLATE 8400 10"X 2"LOW B4E 613 IVE 1 EA THRESHOLD BY SECTION 084110-FRAME MFR STD 628 BID LL 3 19-612" 4'-0718" 4'-1118" V-2 1/4" 6-2" V-2 IIN' EQ EQ 0�n o g A3 A3 �o A501 A501 . 91.0" // E3 / / A501 O C // El // A501 O /// G3 G10 E10 c/ A`. 1 A501 SEE SCHEDULE SEE SCHEDULE A501 o i f4)/ G, G4 Y E3 Y 'm O A501/ A501 / - •• E4 / G4 GB # A601 A501 A501 -- A50 01 w w T T 0 w � y A501 A501 / / A501 iv A501 A501 ur - _ T T T IT /// T // T C7 C7 A501 A501 DOOR TYPE:HM01 DOOR TYPE:HM02 DOOR TYPE: OH01 CONST: HM CONST: HM CONST:MOTORIZED OVERHEAD SECTIONAL INTERIOR VESTIBULE INTERIOR SIDE VESTIBULE C1 STOREFRONT ELEVATION C4 STOREFRONT ELEVATION `C6 HM RESTROOM DOORS-TYP C7 HM EXTERIOR DOORS-TYP �>HOLLOW METAL DOOR TYPES E A101 3/8"=1'_0" A101 3!8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" o 4) o W 38'-53/8" m c� N m 5'-0" 5'-0" 5'-012" 5`012" 5'-012" 6'-2" V-01/2" 5'-012" 5'-0 12" O Q 0 W 5'-0" 5'-0" — ,�( n U EB AS A5 E8 L vV Q po A501 A501 A501 A501 L Z co / / / / / / %/ /� / / %' o ox � LL w 0 0 oEL O w EL j OL (L Y E3 Y A9 G4 L(A) 3 G, G3 G4 A9 Y 4 E3 V/ o // A501 A501 / A501 A501 A502 m a q5p,// m p9 R /i/ /i/ /// U E4 A502 E/ E4 A501 A501 T f; T A502 A501 A501 E E5 �/ T7 A500 GS DT IT // T T T T /// T T / m a Al STOREFRONT ELEVATION E1 A3 STOREFRONT ELEVATION E2 Ag PROJECT#: 1 STOREFRONT ELEVATION E3 DATE:06/04/2014 o a1o1 3/8"=1'-0" a1o1 3/8"=1'-0" Ai5 3/8"=1'-0" DRAWN BY:DJW x SCALE:As indicated U se 1 2 I 3 I 4 I 8 I 6 I 7 I 8 I 8 I 10 I 11 *600 a J 1 2 3 4 5 6 7 8 9 11 55\OMAL pN N STRUCTURAL SPECIFICATIONS SHEET INDEXA,co N PART 1 -GENERAL NOTES 1.11 COORDINATION(CONY) 2.2 SOILS AND FOUNDATIONS(CONY) 2.4 REINFORCING STEEL BAR SHEET ORIGINAL REVISION REVISION NUMBER SHEET TITLE DATE NUMBER DATE NT EXP:OIfJ1115 O N C. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING ELEVATIONS G. SLAB ON GRADE AND FOUNDATIONS A. GENERAL S0.00 STRUCTURAL INDEX,LEGENDS,AND 05/15/15 2 06/16/15 �y9TF OF 11)P�Q4 1.1 GENERAL NOTES SHOWN ON THESE DRAWINGS PRIOR TO CONSTRUCTION,DO NOT SCALE PLANS. 1• ALL FOUNDATIONS HALL FILL ON COMPETENT GEOTECHNICALPE NATIVE PORT.ALL SLABS I CREINFORCING STEEL SHALL BE ONCRETE AND/OR MASONRY SPECIFICATIONS.ACEDINACCORDANCE WITH THE SPECIFICATIONS 9lyAN RAC A. ALL GENERAL NOTES APPLY,UNLESS OTHERWISE NOTED ON DRAWINGS OR50.01 STRUCTURAL MATERIAL SPECIFICATIONS AND OS/15/15 0 i(o = D. CONTRACTOR TO REPORT IN WRITING ANY OMISSIONS AND/OR DISCREPANCIES ON GRADES SHALL BEAR ON APPROPRIATE SUBGRADE PREPARATION AS SPECIFICATIONS. ON DRAWINGS AND/OR SPECIFICATIONS TO THE ARCHITECT PRIOR TO NOTED IN GEOTECHNICAL REPORT,WHICH MAY INCLUDE FREE DRAINING B. REINFORCING STEEL SPECIAL INSPECTIONS PROCEEDING. SAND/GRAVEL AND VAPOR BARRIER. I. DEFORMED BARS SHALL BE ASTM A615•GRADE 60 S1.01 FOUNDATION PLAN 05/15/15 B. ORDER OF PRECEDENCE:DRAWINGS GOVERN NOTES,NOTES ON THE INDIVIDUAL 6 DRAWINGS GOVERN OVER THESE GENERAL NOTES.FOUNDATION,FLOOR AND II. VAPOR BARRIER TO BE LOCATED AS DIRECTED IN ACI 302.1 R-96 UNLESS II. WELDED WIRE FABRIC SHALL BE ASTM A185 57.02 ROOF FRAMING PLAN 05/15/15 t- ROOF DETAILS GOVERN TYPICAL DETAILS.REFER TO CONTRACT SPECIFICATIONS E. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS,FLOOR DIRECTED OTHERWISE BY THE ARCHITECT. S2.01 CONCRETE FOUNDATION AND SLAB- 05/15/15 V�11 0 DEPRESSIONS,OPENINGS,SLOPES,DRAINS,CURBS,PADS,EMBEDDED ITEMS, C. CONSTRUCTION EXECUTION FOR INFORMATION A ADDITION LL THAT CONTAINED E THESE NOTES AND SCHEDULES AND TYP DETAILS DRAWINGS.THE DRAWINGS SHALL TAKE PRECEDENCE OVER SPECIFICATIONS IF NON-BEARING PARTITIONS,STAIR HANGERS,ETC.COORDINATE THESE ITEMS 2.3 CONCRETE I. FOR REINFORCING PLACEMENT,LAP LENGTH,AND ADDITIONAL 52.02 CONCRETE WALL,PIER AND REINFORCING- 05/15/15 O 0 uS THEY CONTRADICT. WITH STRUCTURAL WORK. A. GENERAL INFORMATION SEE CONCRETE TYPICAL DETAIL SHEETS AND MASONRY SCHEDULES AND TYP DETAILS _cc I. CONCRETE SHALL CONFORM TO ADOPTED BUILDING CODE CHAPTER TYPICAL DETAIL SHEETS. 52.11 MASONRY-SCHEDULES AND TYP DETAILS 05/15/15 < 1.2 SCOPE OF WORK F. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES,OPENINGS, II. FIELD BENDING OR STRAIGHTENING OF BARS SIZES 3 THROUGH 5 w HANGERS FOR PIPES,DUCTS,AND EQUIPMENT.COORDINATE THESE ITEMS WITH FOR"CONCRETE"AND THE FOLLOWING: o� MAY BE FIELD BENT COLD THE FIRST TIME.OTHER BARS REQUIRE S2.21 STEEL CONNECTIONS AND DECK- 05/16/15 �H•$ A. THE SEALED STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS STRUCTURAL WORK. a. ACI 318-11 BUILDING CODE REQUIREMENTS FOR PREHEATING.DO NOT TWIST BARS. SCHEDULES AND TYP DETAILS Q M REPRESENT THE FINISHED STRUCTURE. STRUCTURAL CONCRETE. cU7 w b. AWS D1.4 STRUCTURAL WELDING CODE-REINFORCING STEEL. III. WELDED W IRE FABRIC SHALL HAVE A MINIMUM LAP LENGTH TO BE S2.22 STEEL JOISTS-SCHEDULES AND TYP DETAILS 05/16/15 Q O C B. CONTRACTOR TO INCLUDE IN THE PROPOSAL,ALL REASONABLY FORESEEN ITEMS, 1.12 MISC. II. CONCRETE MIXING OPERATIONS SHALL BE IN ACCORDANCE WITH THE GREATER OF 61NCHES OR ONE AND A HALF MESH BAYS. S2.31 COLD-FORMED STEEL WALL-SCHEDULES 05/15/15 a y o ADDRESSING EXISTING CONDITIONS,EQUIPMENT AND MATERIALS TO COMPLETE A. DO NOT SCALE THE DRAWINGS. ASTM C94. D. SUBMITTALS AND SHOP DRAWINGS AND TYP DETAILS ®�c r- III. 28 DAY CONCRETE STRENGTHS AND W/C RATIOS,SEE CONCRETE I. REINFORCING STEEL SHOPS _ THE PROPOSED SCOPE OF WORK CONTAINED IN THESE DOCUMENTS DURING 52.32 COLD-FORMED STEEL JOIST,BEAM- 05/15/15 CONSTRUCTION. B. TYPICAL DETAILS AND SCHEDULES INDICATED MAY NOT BE SPECIFICALLY MEMBER SCHEDULES ON TYPICAL CONCRETE DETAIL SHEETS. SCHEDULES AND TYP DETAILS O a REFERENCED ON THE DRAWINGS.THE CONTRACTOR IS RESPONSIBLE TO a. REINFORCING STEEL SHOP DRAWINGS SHALL BE SUBMITTED �a s TO THE ENGINEER FOR REVIEW AND APPROVAL. S3.01 FOUNDATION DETAILS 05/15/15 C. OBSERVATION VISITS(SITE VISITS)BY REPRESENTATIVES OF ARCHITECT/ENGINEER DETERMINE WHERE EACH TYPICAL DETAIL OR SCHEDULE APPLIES.IF B. CEMENT ^^ w r DO NOT INCLUDE INSPECTION OF CONSTRUCTION MEANS AND METHODS.SITE LOCATIONS ARE FOUND WHERE NO TYPICAL DETAIL,TYPICAL SCHEDULE,OR I. PORTLAND CEMENT SHALL CONFORM TO ASTM Cl 50 TYPE I OR II. b. PLACING DRAWINGS THAT DETAIL FABRICATION,BENDING, 53.11 ROOF FRAMING DETAILS 05/15/15 2 Ofii1 Gi15co LL o C VISITS DURING CONSTRUCTION ARE NOT CONTINUOUS AND DETAILED INSPECTION SPECIFIC DETAIL APPLIES,NOTIFY THE ARCHITECT/ENGINEER. 11. DO NOT USE CONCRETE OR GROUT CONTAINING CHLORIDES. AND PLACEMENT.INCLUDE BAR SIZES,LENGTHS,MATERIAL, p a v SERVICES WHICH ARE TO BE PERFORMED BY OTHERS.OBSERVATIONS ARE GRADE,BAR DIAGRAMS,BAR ARRANGEMENT,ELES,STIRRUP IRR SPLICESNG,BENT AND LAPS,AR 3 h Y PERFORMED SOLELY FOR THE PURPOSE OF DETERMINING IF THE CONTRACTOR C. AGGREGATEa UNDERSTANDS DESIGN INTENT SHOWN IN THE CONTRACT DRAWINGS. PART 2- MATERIALS AND DESIGN CRITERIA I. NORMAL WEIGHT CONCRETE AGGREGATE SHALL CONFORM TO ASTM MECHANICAL CONNECTIONS,TIE SPACING,HOOP SPACING, 0 REINFORCEMENT.PROVIDE O u;W z t- OBSERVATIONS DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND ARE NOT C33 AND PROJECT SPECIFICATIONS. AND SUPPORTS FOR CONCRETEZ TO BE CONSTRUED AS SUPERVISION OR VERIFICATION OF CONSTRUCTION. 2.1 DESIGN LOADING CRITERIA ELEVATIONS IN WAILS AS APPLICABLE. D. CEMENTITIOUS MATERIALS A. APPLICABLE BUILDING CODES: 2.5 MASONRY D. THE CONTRACTOR SHALL MAKE AND KEEP CURRENT A SET OF RECORD DRAWINGS I. CEMENTITIOUS US MATERIALS SUCH AS FLY ASH,SLAG,SILICA FUME,AND I. 2012 INTERNATIONAL BUILDING CODE(IBC):REFERENCED IN DRAWINGS AS SHOWING EXACT DIMENSIONED LOCATIONS OF UNDERGROUND UTILITIES,STUB OTHER .THE AMOUNT MAY BE USED AS AN ALTERNATIVE TO SHALL BE A. GENERAL "ADOPTED BUILDING CODE" OUTS,CONSTRUCTION CHANGES. CEMENT.THE AMOUNT OF CEMENTITIOUS T MATERIALS USED SHALL BE I. MASONRY SHALL CONFORM LL ADOPTED BUILDING CODE CHAPTER II. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES ADEQUATE FOR CONCRETE TO SATISFY THE SPECIFIED REQUIREMENTS FOR'MASONRY'AND THE FOLLOWING: 1.3 CODE COMPLIANCE B. RISK CATEGORY:II FOR STRENGTH,W/CM,DURABILITY,AND FINISHABILITY,UNLESS NOTED a. ACI 530-11 BUILDING CODE REQUIREMENT FOR MASONRY ABBREVIATIONS A. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST RULES,CODES, OTHERWISE BELOW.CEMENTITIOUS,SEC MATERIAL SHALL BE IN STRUCTURES. ACCORDANCE WITH ACI 301 SEE,,SECTION 4.2 b. ACI E 5-1-11 SPECIFICATIONS FOR MASONRY STRUCTURES. AND REGULATIONS IN THE STATE OF THE PROJECT,INCLUDING,BUT NOT LIMITED C. DEAD LOADS:SELF WEIGHT OF THE STRUCTURE PLUS A MAXIMUM COLLATERAL -' a. B FLY ASH IS USED,THE MAXIMUM AMOUNT SHALL BE 25% c. ASCE TU BUILDING CODE REQUIREMENTS FOR MASONRY TO OSHA,ADOPTED BUILDING CODE AND OTHER STATE AND LOCAL LAWS AND LOADS OF: BY WEIGHT OF TOTAL CEMENTITIOUS MATERIALS. STRUCTURES. ACI AMERICAN CONCRETE LONGIT LONGITUDINAL REGULATIONS.CODE COMPLIANCE IS MANDATORY.NOTHING IN THESE DRAWINGS I. SPRINKLERS-1.0 PSF b. CONCRETE EXPOSED TO FREEZE-THAW CYCLES AND WHERE d. ASCE 6.11 SPECIFICATION FOR MASONRY STRUCTURES. INSTITUTE AND SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES. 11. MECHANICAL DUCTS=1.5 PSF EXPOSURE TO DEICING CHEMICALS IS ANTICIPATED SHALL e. AWS D1.4 STRUCTURAL WELDING CODE-REINFORCING MANUF MANUFACTURER WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS,COMPLY III. ELECTRICAL CONDUIT=2.0 PSF AIA AMERICAN INSTITUTE OF MAX MAXIMUM WITH DRAWINGS AND SPECIFICATIONS, HAVE CEMENTITIOUS MATERIAL AMOUNTS LIMITED TO ACI 318. STEEL. ARCHITECTS �Q 3: MECH MECHANICAL ' u- D. LIVE LOADS E. ENTRAINED AIR B. MASONRY UNITS AISC AMERICAN INSTITUTE OF MIN MINIMUM B. ALL PRODUCT SUBMITTALS AND PRODUCT SUBSTITUTIONS ARE TO BE SUPPLIED 1. FLOOR LIVE LOADS I. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL HAVE I. MASONRY UNITS SHALL CONFORM TO ADOPTED BUILDING CODE STEEL CONSTRUCTION MISC MISCELLANEOUS WITH ICC-ES REPORTS TO COMPLY WITH CODE REGULATIONS ACCORDING TO a. LANDLORD REQUIRED FLOOR LIVE LOAD.125 PSF 6%(+/-1.5%)OF ENTRAINED AIR,ALL OTHER CONCRETE SHALL HAVE STANDARDS AND ASTM C90. AISI AMERICAN IRON AND STEEL THE ADOPTED BUILDING CODE. II. ROOF LIVE LOADS 2%(+/-1%)OF ENTRAINED AIR. INSTITUTE N NORTH a. LANDLORD REQUIRED ROOF LIVE LOAD=30 PSF NTS NOT TO SCALE C. SEE SPECIFICATIONS FOR LEED REQUIREMENTS AND GREEN BUILDING II. SPECIFIED AIR ENTRAINMENT PERCENTAGE SHALL BE ACHIEVED AT C. MORTAR ANSI AMERICAN NATIONAL PRACTICES REQUIRED FOR THIS PROJECT. E. SNOW LOAD DATA TIME CONCRETE IS DELIVERED ON SITE. I. MORTAR MIX SHALL BE TYPE S OR TYPE M,AS SPECIFIED,AND IN STANDARDS INSTITUTE NO or# NUMBER I. SNOW IMPORTANCE FACTOR.1.0 ACCORDANCE WITH TMS 4021ACI 530 AND PROJECT SPECIFICATIONS. ASTM AMERICAN SOCIETY FOR OC ON CENTER N II. THERMAL FACTOR=1.0 F. SLUMP TESTING AND MATERIALS OWSJ OPEN WEB STEEL JOIST 1.4 LICENSE FEES AND PERMITS III. GROUND SNOW LOAD:Pg=15 PSF 1. SLUMP OF CONCRETE MIXTURE BEFORE ADDING ADMIXTURES SHALL D. GROUT AWS AMERICAN WELDING SOCIETY OD OUTSIDE DIAMETER a A. THE CONTRACTOR SHALL ARRANGE FOR REQUIRED INSPECTIONS AND PAY ALL IV. FLAT ROOF SNOW LOAD:Pf=25 PSF CITY MINIMUM BE 4"(+/-1"). 1. GROUT SHALL BE IN ACCORDANCE WITH TMS 402/ACI 530 AND ASTM aa ( ) C476.GROUT SHALL BE COURSE TYPE WITH A SLUMP HIGH ENOUGH AMERICAN WELDING SOCIETY PEN PENETRATION 3 LICENSE,PERMIT AND INSPECTION FEES,UNLESS DIRECTED OTHERWISE IN V. DRIFTING,SLIDING AND UNBALANCED SNOW LOADS: G. SHRINKAGE FOR GROUT TO FLOW INTO ALL VOIDS OF MASONRY UNITS,BUT NOT ARCH ARCHITECT OR PEEP PERPENDICULAR SPECIFICATIONS. IN ACCORDANCE WITH ASCE 7 I. CONCRETE MIX DESIGN SHALL HAVE TEST DATA OF SHRINKAGE LESS CAUSE SEGREGATION IN GROUT. ARCHITECTURAL THAN.OS%. lb PLATE 1.5 CONDITIONS AT SITE F. WIND LOAD DATA BP BASE PLATE lb OR# POUND ' E. CEMENT I. WIND IMPORTANCE FACTOR=1.0 BOD BOTTOM OF DECK PCF POUNDS PER CUBIC FOOT A. VISIT TO SITE IS REQUIRED OF ALL BIDDERS PRIOR TO SUBMISSION OF BID.ALL H. CONSTRUCTION EXECUTION I. FOR TYPE AND REQUIREMENTS OF CEMENT SEE CONCRETE NOTES. C CAMBER PSF POUNDS PER SQUARE FOOT II. WIND EXPOSURE CATEGORY=C WILL BE HELD TO HAVE FAMILIARIZED THEMSELVES WITH ALL DISCERNIBLE I. CONTRACTOR TO NOTIFY ENGINEER 48 HOURS PRIOR TO PLACEMENT III. ULTIMATE DESIGN WIND SPEED:V,ult=115 MPH,3 SECOND GUST CONDITIONS AND NO EXTRA PAYMENT WILL S ALLOWED FOR WORK DOR NOT OF CONCRETE. F. MASONRY DESIGN STRENGTH CL CENTER LINE PSI POUNDS PER SQUARE INCH IV. NOMINAL DESIGN WIND SPEED:V,estl=89 MPH,3 SECOND GUST RAID RADIUS O BECAUSE OF THESE CONDITIONS,WHETHER SPECIFICALLY MENTIONED OR NOT. II. THE TEMPERATURE OF CONCRETE MUST REMAIN ABOVE 50 DEGREES I. THE MINIMUM REQUIRED BLOCK COMPRESSIVE STRENGTHS FOR C CHANNEL V. APPLICABLE INTERNAL PRESSURE COEFFICIENT: SIG= 10.18 FAHRENHEIT AND IN A MOIST CONDITION FOR 7 DAYS AFTER CONCRETE GROUT,MORTAR,AND BLOCK ARE SHOWN IN TYPICAL MASONRY w VI. COMPONENT AND CLADDING WIND LOADS:NET DESIGN WIND CLR CLEAR REF REFERENCE B. CONTRACTOR C VERIFY EXISTING STRUCTURE(S)SHOWN G THE DRAWINGS PRESSURE,pnet(BASED ON 50 SF WIND EFFECTIVE AREA) PLACEMENT;UNLESS OTHERWISE ACCEPTED BY N 50 DEGR/ARCHITECT. DETAIL SHEETS. CONC CONCRETE REINF REINFORCE,REINFORCED, 'C AND NOTIFVARCHITECT/STRUCTURAL ENGINEER IN WRITING OF ANY ADDITIONAL TESTING FOR CONDITIONS LESS THAN 50 DEGREES a a. ZONE 1.-22.4 PSF CMU CONCRETE MASONRY UNITS REINFORCEMENT OR � DISCREPANCIES. FAHRENHEIT INCLUDE HAVING 2 ADDITIONAL CYLINDERS POURED AND G. CONSTRUCTION EXECUTION REINFORCING b. ZONE 2=•30.0 PSF FIELD CURED PRIOR TO CONCRETE PLACEMENT. I. EXECUTION OF MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE CONST CONSTRUCTION O c. ZONE 3=-30.0 PSF C rn C. UTILITIES THAT ARE DAMAGED AS A RESULT OF THIS WORK SHALL PROMPTLY BE d. ZONE 4.- III. COLD WEATHER PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 318 WITH PART 3 OF THE SPECIFICATIONS FOR MASONRY STRUCTURES CONY CONTINUOUS REQ'D REQUIRED 21.3 PSF REPAIRED AT NO EXPENSE TO THE OWNER AND TO COMPLETE SATISFACTION OF AND ACI 3088-"GUIDE TO COLD WEATHER CONCRETING" (TMS802/ACI 530).THIS INCLUDES BUT IS NOT LIMITED TO GROUT e. ZONE 5=-24.5 PSF DL DEFERRED REV SREVISECHEDULE LE REVISION �+ • THE OWNER. IV. HOT WEATHER PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 318 POURS,REBAR PLACEMENT,MINIMUM DIMENSIONS OF GROUT AND SCHED SCHEDULE AND 305R-"HOT WEATHER CONCRETING". CELLS,ETC. DS DEFERRED SUBMITTALS o G. EARTHQUAKE DESIGN DATA DIA DIAMETER EL SEISMIC LOADGEOTEC m D. CONTRACTOR TO VERIFY CONSTRUCTION OF BUILDING PAD AND NOTIFY THE V. PROVIDE A y"CHAMFER ON ALL PROJECTED CONCRETE CORNERS OF II. MASONRY SHALL BE STACKED IN A RUNNING BOND,UNO. I. SEISMIC IMPORTANCE FACTOR=1.0 STRUCTURES RES S CH STRUCTURAL ENGINEER OF IMPROPER FILL OR BURIED COLUMNS,BEAMS,AND WALLS;UNLESS NOTED OTHERWISE ON III. FOR COLOR AND TEXTURE OF MASONRY,SEE ARCHITECT AND 2L DOUBLE ANGLE SW SHEARWALL rn II. SEISMIC DESIGN CATEGORY.B STRUCTURES SUCH AS CESSPOOLS,CISTERNS,FOUNDATIONS,UTILITIES,ETC. ARCHITECTURAL DRAWINGS OR SPECIFICATIONS. SPECIFICATIONS. III. SITE CLASS=C VI. CLEAN AND ROUGHEN CONCRETE SURFACES TO I/V FULL AMPLITUDE IV. GROUT LIFTS,REINFORCING PLACEMENT,AND MINIMUM DIMENSIONS DWG DRAWING SIM SIMILAR 1.6 SAFETY IV. BASIC SEISMIC RESISTING SYSTEM.A9-ORDINARY REINFORCED MASONRY EOD EDGE OF DECK SK SKETCH SHEARWALLS AT CONCRETE COLD JOINTS AND LOCATIONS WHERE CONCRETE TMS 402/ACI 530. S SOUTH a A. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FRAMED INTERSECTS TO MASONRY WALLS OR EXISTING CONCRETE WALLS. V. FOR REINFORCING BAR LAP LENGTH,SEE TYPICAL MASONRY DETAILS BLED ELECTRIC OR ELECTRICAL FLOORSUC ROOFS.THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE V, RESPONSE MODIFICATION FACTOR,R=2.0 VII. CONCRETE CLEAR COVERAGE OVER REINFORCING BARS AND ANCHOR AND SCHEDULE. ELEV ELEVATION OR ELEVATOR SPECS SPECIFICATIONS DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE SHORING AND/OR VI. SPECTRAL RESPONSE ACCELERATION: BOLTS SHALL BE IN ACCORDANCE W ITH THE ACI. VI. CORE DRILLED OPENINGS IN GROUTED MASONRY ARE NOT PERMITTED. ENGR ENGINEER SQ SQUARE a. SHORT PERIOD,Ss.0.202 VIII.THE MODULUS OF ELASTICITY SHALL BE TESTED IN ACCORDANCE WITH VII. MECHANICAL PIPES AND ELECTRICAL CONDUITS THAT PASS THROUGH BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. b. 1 SECOND PERIOD,St=0.079 EQ EQUAL SF SQUARE FOOT ASTM C469 AND BE EQUAL TOOT GREATER THAN THE VALUE GIVEN BY MASONRY WALLS DO NOT REQUIRE SLEEVES,UNOON MECHANICAL/ EXIST EXISTING VII. DESIGN SPECTRAL RESPONSE ACCELERATION: THE EQUATIONS IN ACI 318 FOR THE SPECIFIED 28 DAY CONCRETE ELECTRICAL DRAWINGS OR IN SPECIFICATIONS.IF SLEEVES ARE STD STANDARD B. CONTRACTOR TO PROVIDE CONSTRUCTION MEANS,METHODS,TECHNIQUES, a. SHORT PERIOD,Sds=0.162 STL STEEL c SEQUENCES AND PROCEDURES AS REQUIRED. STRENGTH. REQUIRED,INSTALL SLEEVES BEFORE GROUT POUR. EXT EXTERIOR b.. 1 SECOND PERIOD,Sd1.0.090 � IX. THE PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 304 VIII. DO NOT CUT ANY REINFORCING FOR MECHANICAL PIPES OR FAR FABRICATION STRUCT STRUCTURAL VIII, SEISMIC RESPONSE COEFFICIENT,Cs=UILDI AND PROJECT SPECIFICATIONS.CONSTRUCTION JOINTS SHALL BE ELECTRICAL CONDUITS. SF STRUT FORCE I� C. THE CONTRACTOR SHALL IT SOLELY AND COMPLETELY RESPONSIBLE FOR IX. DESIGN BASE SHEAR,V=Ca'W(W.BUILDING SEISMIC DEAD LOAD) THOROUGHLY CLEANED,LAITANCE REMOVED,AND STANDING WATER IX. COLD-WEATHER REQUIREMENTS:DO NOT USE FROZEN MATERIALS OR FF FINISH FLOOR (p CONDITIONS OF THE JOB SITE,INCLUDING SAFETY OF ALL PERSONS AND X. ANALYSIS PROCEDURE USED-EQUIVALENT LATERAL FORCE REMOVED BEFORE PLACING NEW CONCRETE. MATERIALS MIXED OR COATED WITH ICE OR FROST.DO NOT BUILD ON FG FINISH GRADE SYM SYMMETRICAL o PROPERTY DURING PERFORMANCE OF THE WORK. FTG FOOTING THRU THROUGH FROZEN SUBSTRATES.REMOVE AND REPLACE UNIT MASONRY U 1.7 GUARANTEE 2.2 SOILS AND FOUNDATIONS I. REINFORCING,EMBEDS,PIPES,WATERSTOPS AND INSERTS DAMAGED BY FROST OR BY FREEZING CONDITIONS.COMPLY WITH GA GAGE OR GAUGE T&B TOP AND BOTTOM Z A. GUARANTEE THE INSTALLATION,FREE FROM DEFECTS OF WORKMANSHIP AND A. CODE COMPLIANCE I. ALL EMBEDS,REINFORCING BARS,ANCHOR BOLTS,WATERSTOPS AND COLD-WEATHER CONSTRUCTION REQUIREMENTS CONTAINED IN GALV GALVANIZE TOB TOP OF BEAM CL 1. THE FOUNDATIONS SHALL CONFORM TO ADOPTED BUILDING CODE CONCRETE INSERTS MUST BE SECURELY IN PLACE PRIOR TO CONCRETE ACI 530.1/ASCE 0/TMS 602. TOC TOP OF CONCRETE MATERIALS,FOR A MINIMUM PERIOD OF ONE YEAR AFTER THE DATE OF GEN GENERAL(NOTES) CHAPTER FOR"SOILS AND FOUNDATIONS". PLACEMENT. X. HOT-WEATHER REQUIREMENTS:COMPLY WITH HOT-WEATHER (n CERTIFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS II. SLAB ON GRADE DO NOT REQUIRE SLEEVES AT LOCATIONS WHERE CONSTRUCTION REQUIREMENTS CONTAINED IN ACI 530.1/ASCE 6/7MS TOE TOP OF FOOTING i- DEVELOPING DURING THIS PERIOD,WITHOUT CHARGE. B. DESIGN SOIL VALUES:THE STRUCTURAL DESIGN IS BASED ON OWNER-ACCEPTED MECHANI GC GENERAL CONTRACTOR CAL PIPES AND ELECTRICAL CONDUITS PASS THROUGH UNLESS 802. HSS HOLLOW STRUCTURAL TOM TOP OF MASONRY a U 1.8 SUBSTITUTIONS RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT REFERENCED IN OTHERWISE NOTED ON MECHANICAL OR ELECTRICAL DRAWINGS OR IN A. NO MECHANICAL PIPES OR ELECTRICAL CONDUITS SHALL PASS SECTION TOS TOP OF STEEL C PART 1-GENERAL NOTES-1.11.COORDINATION PART A. SPECIFICATION. THOUGH MASONRY LINTELS,UNLESS SPECIFICALLY DETAILED ON HORIZ HORIZONTAL TOW TOP OF WALLEz rn A. WHEREVER POSSIBLE,MORE THAN ONE MANUFACTURER HAS BEEN LISTED FOR I. SOIL BEARING PRESSURE(DL+LL).3000 PSF III. IF SLEEVES ARE USED,THE SLEEVES MUST BE POSITIONED BEFORE STRUCTURAL DRAWINGS. INT INTERIOR TRANS TRANSVERSE - VARIOUS PRODUCTS,ANY ONE OF WHICH WILL BE ACCEPTABLE TO BASE THE BID (ONE THIRD INCREASE FOR WIND AND SEISMIC LOADING MAY BE APPLIED) CONCRETE IS POURED.CORING OPENINGS THROUGH CONCRETE IS NOT XII. PROTECTION OF MASONRY:DURING CONSTRUCTION,COVER TOPS OF N ON THE USE OF MATERIAL SPECIFIED.IF,AFTER AWARD OF THE CONTRACT,A PERMITTED.DO NOT CUT REINFORCING THAT MAY INTERFERE WITH WALLS,PROJECTIONS,AND SILLS WITH WATERPROOF SHEETING AT IBC INTERNATIONAL BUILDING TYP TYPICAL o Il. PASSIVE LATERAL PRESSURE.200 PCF c SUBSTITUTE IS PROPOSED,THE REQUEST FOR PERMISSION TO SUBSTITUTE III. ACTIVE LATERAL PRESSURE(UN-CONSTRAINED)-33 POE SLEEVES. END OF EACH DAYS WORK.COVER PARTIALLY COMPLETED MASONRY CODE UN UNLESS NOTED � O SHALL BE ACCOMPANIED WITH A STATEMENT OF THE AMOUNT OF MONEY TO BE IV. AT-REST LATERAL PRESSURE-(CONSTRAINED)-50 POP IV. SLABS ON GRADE SHALL NOT HAVE MECHANICAL PIPES OR ELECTRICAL WHEN CONSTRUCTION IS NOT IN PROGRESS. JB JOIST BEARING UNO UNLESS NOTED OTHERWISE Q_ !n RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED.THE V. MINIMUM FOOTING EMBEDMENT BELOW LOWEST ADJACENT GRADE-30" CONDUITS RUNNING CONTINUOUS WITHIN THE SLAB THICKNESS OR K KIP(1,000 LBS) VERT VERTICAL G N V ENGINEER IS THE SOLE JUDGE OF ACCEPTABILITY OF PROPOSED VI. SULFATE EXPOSURE•NONE PROVIDED DIRECTLY BELOW THE SLAB UNLESS SPECIFIED OTHERWISE ON THE H. SUBMITTALS AND SHOP DRAWINGS LW LIGHTWEIGHT WT WEIGHT 0 Ir SUBSTITUTIONS.IF A SUBSTITUTE IS PERMITTED,AND ANY REDESIGN EFFORT IS STRUCTURAL DRAWINGS. I. MASONRY BLOCK LL LIVE LOAD 72 THEREBY NECESSITATED,THE REQUIRED REDESIGN SHALL BE AT THE C. SITE PREPARATION V. NO MECHANICAL OR ELECTRICAL PIPES TO BE INSTALLED PARALLEL a. MASONRY BLOCK SHALL BE TESTED BY A QUALIFIED TESTING W WIDE FLANGE O Z CONTRACTOR'S EXPENSE. 1. CONTRACTOR SHALL PREPARE SITE IN ACCORDANCE WITH OWNER- IN WALL OR SLAB WITHOUT APPROVAL OF STRUCTURAL ENGINEER. LABORATORY AND THE RESULTS SUBMITTED TO THE LLH LONG LEG HORIZONTAL WL WIND LOAD 0p ACCEPTED RECOMMENDATIONS AS LISTED IN GEOTECHNICAL REPORT. ENGINEER FOR REVIEW AND APPROVAL. LLV LONG LEG VERTICAL WP WORK POINT = co] c 1.9 DEFERRED AND SHOP DRAWING SUBMITTALS CONTRACTOR SHALL REMOVE ALL ABANDONED UTILITIES,FOOTINGS,AND J. SUBMITTALS AND SHOP DRAWINGS b. SHOW SIZES,PROFILES,COURSING,UNIT STRENGTHS AND O 00 1L A. CONTRACTOR SHALL SUBMIT AN ELECTRONIC POP FILE OF DEFERRED AND SHOP ALL OTHER BURIED OBJECTS. I. CONCRETE MIX DESIGNS: LOCATIONS OF SPECIAL SHAPES. r DRAWING SUBMITTALS TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO 11. CONTRACTOR SHALL PROVIDE PROPER DEWATERING OF EXCAVATIONS a• CONCRETE VWED B MIX DESIGNS SHALL BE QUALIFIED TESTING LABORATORY ORY AND WET ND II. MIX DESIGNS:FOR EACH AND PROPORTIONS F MORTAR AND OF INGRE DIENTS..INCLUDE GENERAL NOTES (!') z (b ORDERING,FABRICATING OR INSTALLING.THE REVIEW WILL CONSIST OF GENERAL FROM SURFACE WATER,GROUND WATER SEEPAGE AND ETC. OF 17 ONFORMANCE TO THE DESIGN INTENT CONVEYED IN THE CONTRACT DRAWINGS III. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED.BACKFILL SHALL BE STAMPED BY A LICENSED ENGINEER.THE SUBMITTED MIX a. INCLUDE TEST REPORTS FOR MORTAR MIXES REQUIRED TO UJ J J (0 - AND EQUIRE A MAXIMUM OF 10 WORKING DAYS FOR REVIEW UPON RECEIPT.NO MECHANICALLY COMPACTED IN LAYERS,TO THE APPROVAL OF THE TEST DATA SHALL BE IN ACCORDANCE WITH ACI 31 B. COMPLY WITH PROPERTY SPECIFICATION.TEST ACCORDING o b. ANY CURING COMPOUNDS OR ACCELERATORS USED ON TO ASTM C 109/C 109M FOR COMPRESSIVE STRENGTH, GENERAL NOTES: Lu 0 N LL ODIFICATIONS OR SUBSTITUTIONS OF DRAWINGS AND SPECIFICATIONS WILL BE GEOTECHNICAL ENGINEER.SEE GEOTECHNICAL REPORT FOR CCEPTED VIA SHOP DRAWINGS.SHOP DRAWINGS AND DEFERRED SUBMITTALS REQUIREMENTS.FLOODING WILL NOT BE PERMITTED. CONCRETE SLABS THAT HAS A RESILIENT TILE FINISH SHALL ASTM C 1506 FOR WATER RETENTION,AND ASTM C 91 FOR G1 THE DIMENSIONS SHOWN HERE APPLY TO STRUCTURAL ELEMENTS ONLY,SEE z � Z O (DS)EOUIRED ARE LISTED UNDER EACH MATERIAL IN PART II AND SHALL INCLUDE IV. CONTRACTOR TO COORDINATE METHODS OF CONSTRUCTION WITH BE SUBMITTED AND APPROVED BYTHE ARCHITECT AND AIR CONTENT. THE FOLLOWING: GEOTECHNICAL ENGINEER FOR IMPACTS TO ADJOINING PROPERTIES TO FLOOR FINISH APPLICATOR. b. INCLUDE TEST REPORTS,ACCORDING TO ASTM C 1019,FOR ARCHITECTURAL PLANS FOR ANY DIMENSIONS NOT SHOWN. II. CONCRETE JOINT PLACEMENT GROUT MIXES REQUIRED TO COMPLY WITH COMPRESSIVE x I. GENERAL CONSTRUCTION INCLUDE BUT NOT LIMITED TO VIBRATIONS AND SETTLEMENT FROM G2 CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL CONDITIONS.IF ANY o a. .MECHANICAL AND ELECTRICAL HANGER LOADS IN EXCESS OF DRIVEN PILES,WILD-LIFE AND NATURE RESERVES,AND ETC. a. THE PROPOSED LOCATIONS OF CONCRETE JOINTS MUST BE STRENGTH REQUIREMENT, DISCREPANCY OCCURS BETWEEN EXISTING CONDITIONS AND PROPOSED O uj 50 POUNDS.IDS) SUBMITTED TO THE ARCHITECT/STRUCTURAL ENGINEER III. CONSTRUCTION ( ) ALTERATIONS,CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL � D. SITE CONTROL DURING CONSTRUCTION BEFORE POURING OF CONCRETE.PLACE JOINTS AT a. COLD-WEATHER AND/OR HOT-WEATHER PROCEDURES: OO LOCATIONS TO MINIMIZE CONCRETE CRACKING AND OTHER DETAILED DESCRIPTION OF METHODS,MATERIALS,AND ENGINEER BEFORE PERFORMING ALTERATION WORK. Q B. DEFERRED SUBMITTALS REQUIRE ADDITIONAL DESIGN AND SUPPORTING I. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND CRIBBING AS Z � m CALCULATIONS WITH AN ENGINEERS SEAL INDICATING THE ENGINEER IS NEEDED AT ALL EXCAVATIONS,EARTH BANKS,AND EXISTING STRUCTURES. EFFECTS FOR CURING AND SHRINKAGE.JOINT LOCATIONS EQUIPMENT TO BE USED TO COMPLY WITH REQUIREMENTS. - REGISTERED IN THE STATE THAT THE PROJECT SITE OCCURS. IL CONTRACTOR SHALL KEEP SOIL AT PROPER MOISTURE CONTENT AS NOTED SHOWN ON DRAWINGS ARE A MINIMUM. LEGEND: y IN THE GEOTECHNICAL REPORT. 1. DEFERRED SUBMITTALS:SHOP DRAWINGS AND CALCULATIONS ARE REQUIRED Q LL C. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO III. CONTRACTOR SHALL PROVIDE PROPER SITE DRAINAGE AND DEWATERING OF K. QUALITY ASSURANCE: TO BE STAMPED&SIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE i NEW CONSTRUCTION c SUBMISSION TO THE ARCHITECT/ENGINEER.CONTRACTOR SHALL REVIEW FOR SITE AND EXCAVATIONS,ALL EXCAVATIONS WITHIN BUILDING PERIMETER I. SECTION TESTING AGENCY QUALIFICATIONS:AN INDEPENDENT AGENCY, STATE WHERE THE PROJECT IS LOCATED. CL COMPTENESS ANRACT DRAWINGS.SHOP DRAWINGS SHALL BE PROPERLY BACKFILLED AND COMPACTED TO MEET GEOTECHNICAL ACCEPTABLE TO OWNER AND AUTHORITIES HAVING JURISDICTION, 1. WALL TEMPORARY BRACING S0.00 REFERENCE H W ILL BELE REJECTED COMPLIANCE WITH CONTRACT D FOR INCOMPLETENESS.LACK OF COORDINATION WITH OTHER REQUIREMENTS. QUALIFIED ACCORDING TO ASTM C 1077 AND ASTM E 329 FOR EXISTING CONSTRUCTION N PORTIONS g CONTRACT DRAWINGS.CALCULATIONS!AS REQUIRED).AND/OR TESTING INDICATED. OR PROVIDED BY OTHERS E MODIFICATIONS OR SUBSTITUTIONS NOT APPROVED PRIOR TO THE SUBMITTAL, E. GEOTECHNICAL INSPECTION a. PERSONNEL PERFORMING LABORATORY TESTS SHALL BE 1 ELEVATION ______ -_ ELEMENT BEYOND/ �•°� O 1. THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE SITE ACI-CERTIFIED CONCRETE STRENGTH TESTING TECHNICIAN S0.00 REFERENCE OPTIONAL _ PREPARATION AND FOOTING EXCAVATIONS BEFORE CONCRETE OR AND CONCRETE LABORATORY TESTING TECHNICIAN- in REINFORCING IS PLACED. GRADE I.TESTING AGENCY LABORATORY SUPERVISOR T- MASONRY(CMU) 1.10 WORKMANSHIP II. THE GEOTECHNICAL ENGINEER SHALL CONDUCT ANY ADDITIONAL SHALL BE AN ACI-CERTIFIED CONCRETE LABORATORY e O GENERAL VIEW c INSPECTIONS D REQUIRED IN THE GEOTECHNICAL REPORT OR PER LOCAL TESTING TECHNICIAN•GRADE II. 3 cn A. ONLY QUALITY WORK WILL 8E ACCEPTED.HAZARDOUS OR POOR INSTALLATION BUILDING DEPARTMENT. II, SOURCE LIMITATIONS:OBTAIN EACH TYPE OR CLASS OF 50.00 REFERENCE +` `.,•�„: CONCRETE O PRACTICE WILL BE CAUSE FOR REJECTION OF WORK. CEMENTITIOUS MATERIAL OF THE SAME BRAND FROM THE SAME F. RETAINING WALL SUPPORT MANUFACTURER'S PLANT,OBTAIN AGGREGATE FROM SINGLE SOURCE, REVISION CLOUD EARTH ' 1.11 COORDINATION 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND OBTAIN ADMIXTURES FROM SINGLE SOURCE FROM SINGLE AND NUMBER c AND SHORING AT ALL RETAINING WALLS DURING CONSTRUCTION.THE MANUFACTURER. U A. PROFESSIONAL REFERENCED REPORTS REFERENCED IN CONSTRUCTION RETAINING WALL SUPPORT MAY BE REMOVED ONCE ALL APPLICABLE III. ACI PUBLICATIONS:COMPLY WITH THE FOLLOWING UNLESS MODIFIED DOCUMENTS. BY REQUIREMENTS IN THE CONTRACT DOCUMENTS: 3 a CONCRETE AND MASONRY HAVE REACHED DESIGN STRENGTH AND ANY N I. GEOTECHNICAL-(EHM ENGINEERS,INC.,REPORT N0.369-11,2/2&2013) FRAMING AT TOP OF RETAINING HAS BEEN COMPLETED THAT RESISTS WALL a. ACI 301,"SPECIFICATIONS FOR STRUCTURAL CONCRETE," w o B. THE CONSTRUCTION DOCUMENTS DO NOT INDICATE THE METHOD OF OVERTURNING. SECTIONS 1 THROUGH 5.SECTIONS 1 THROUGH 5 AND SECTION 7,"LIGHTWEIGHT CONCRETE."CONSTRUCTION. b. ACI 117,"SPECIFICATIONS FOR TOLERANCES FOR _ E N G /N E E F? /N G PROJECT#:42,00 „ y CONCRETE CONSTRUCTION AND MATERIALS." - DATE:05/15/15 C. ACI 315"DETAILS AND DETAILING OFCONCRETE - a902ear corporare Dr.Sre.im DRAWN BY:DF/AH REINFORCEMENT." Meddlaa ID SM42 °g - - IV,. COMPLY WITH THE CONCRETE REINFORCING INSTITUTE"MANUAL OF ph 20-288-2181 SCALE:'.• .. .•• . fax 208.28&2182 DC6 PTje 15wco1 - - STANDARD PRACTICE."" -7 1 2 3 4 5 6' 7 8 9 10 11c0.00 a J 1 21 3 1 4 1 5 6 1 7 1 8 1 9 1 10 1 11 SS\ONAL pHC/ STRUCTURAL SPECIFICATIONS pF AQENS 9 N 4Q V tr 7 PART 2-MATERIALS AND DESIGN CRITERIA 2.7 STEEL(CONT) 2.7 STEEL(CONT) PART 3- EXECUTION TABLE 1705.3 O D. BOLTS AND CONNECTIONS K. DEFERRED SUBMITTALS:SHOP DRAWINGS AND CALCULATIONS ARE REQUIRED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION 9 .lU(;!1l1S�O f c�1 2.6 POST INSTALLED ANCHORS INTO CONCRETE AND MASONRY I. BOLTS IN STANDARD STEEL TO STEEL CONNECTIONS SHALL BE ASTM TO BE STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE 3.1 GENERAL NOTES �G rF of AQP pQ A325N.IF WEATHER OR CORROSION RESISTANCE BOLTS ARE STATE WHERE THE PROJECT IS LOCATED. VERIFICATION AND INSPECTION REQUIRED CONT PERIODIC 9rH•4N RA'I = A. ANCHOR DIAMETER REFERS TO THE THREAD SIZE FOR THE WEDGE AND SHELL REQUIRED,USE A325N TYPE 3 BOLTS. I. STEELJOISTS A. THE METHODS,PROCEDURES,AND SEQUENCE OF CONSTRUCTION ARE THE YES NO 03/15 CATEGORIES AND THE ANCHOR OUTSIDE DIAMETER FOR THE SLEEVE II. HIGH STRENGTH BOLTS IN STEEL TO STEEL CONNECTIONS SHALL BE RESPONSIBILITY OF THE CONTRACTOR. 1. INSPECTION OF REINFORCING STEEL,INCLUDING CATEGORY. ASTM A490.THE TWIST-OFF-TYPE TENSION CONTROLLED BOLTS SHALL 2,6 COLD-FORMED STEEL B. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN PRESTRESSING TENDONS,AND PLACEMENT. X X B. INSTALL AND STORE ANCHORS PER MANUFACTURER'S RECOMMENDATIONS. BE ASTM F1852. III. ANCHOR BOLTS IN CONCRETE OR MASONRY SHALL BE AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF A. GENERAL 2. INSPECTION OF REINFORCING STEEL WELDING IN X Z w o ASTM SHALL -GRADE 38,UNO. CONSTRUCTION. ACCORDANCE WITH TABLE 1705.2.2,ITEM 2B. C. MATERIALS:FASTENERS AND ANCHORS:GRADES ADDRESSED IN STEEL AND I. COLD-FORMED STEEL SHALL COMPLY WITH THE FOLLOWING: tz IV. NUTS SHALL 8E ASTM A583 C. THE CONTRACTOR SHALL EMPLOY A LICENSED STRUCTURAL ENGINEER FOR 3. INSPECTION OF ANCHORS CAST IN CONCRETE ¢ REINFORCING STEEL BAR NOTES. a. AISI 5700-07/SI-10 NORTH AMERICAN SPECIFICATION FOR THE O c=i V. WASHERS SHALL BE F436.DIRECT-TENSION-INDICATOR WASHERS DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, a D. DRILLED-IN ANCHORS SHALL BE F959. DESIGN OF TEMPORARY SHORING AND BRACING. WHERE ALLOWABLE LOADS HAVE BEEN INCREASED WITH SUPPLEMENT 1,DATED 2010 X X I. WEDGE ANCHORS:WEDGE TYPE,TORQUE-CONTROLLED,WITH VI. THREADED RODS SHALL BE ASTM A36. b. AISI S110-07 STANDARD FOR SEISMIC DESIGN OF COLD- OR WHERE STRENGTH DESIGN IS USED. w VII. TYPICAL BOLT HOLES IN STEEL SHALL BE 1/16"OVERSIZED THAN BOLT D. THE CONTRACTOR SHALL TAKE THE RESPONSIBILITY TO PROVIDE SUPERVISION o IMPACT SECTION TO PREVENT THREAD DAMAGE COMPLETE WITH FORMED STEEL STRUCTURAL SYSTEMS-SPECIAL BOLTED OF THE CONSTRUCTION TO INSURE COMPLIANCE WITH THE APPROVED PLANS 4. INSPECTION OF ANCHORS POST-INSTALLED IN a M REQUIRED NUTS AND WASHERS.PROVIDE ANCHORS WITH LENGTH DIAMETER,UNLESS NOTED OTHERWISE ON DRAWINGS.BOLT HOLES MOMENT FRAMES,WITH SUPPLEMENT 1,DATED 2009 IDENTIFICATION MARKINGS CONFORMING TO ICC ES AC01 OR FOR ANCHOR BOLTS SHALL BE OVERSIZED PER THE AISC. c. 5200-07 NORTH AMERICAN STANDARD FOR COLD-FORMED AND SPECIFICATIONS. HARDENED CONCRETE MEMBERS. X Q O VIII. SHEAR STUD CONNECTORS SHALL BE ASTM A108. u1 5 o ICC ES AC793.TYPE AND SRE AS INDICATED ON DRAWINGS. STEEL FRAMING-GENERAL PROVISIONS. E. PER THE ADOPTED BUILDING CODE SECTION 1704.4,EACH CONTRACTOR 5. VERIFYING USE OF REQUIRED DESIGN MIX. X X a w ACCEPTABLE ANCHORS ARE AS FOLLOWS: IX. SHEAR STUD CONNECTORS SHALL BE MANUFACTURED BY NELSON d. S210-07 NORTH AMERICAN STANDARD FOR COLD-FORMED STUD WELDING CO.OR EQUAL AND BE WELDED PER MANUFACTURERS RESPONSIBLE FOR THE CONSTRUCTION IG A MAIN WIND-FORCE-RESISTING SMIND p i m a. HILTI KWIK BOLT 3,ICC ESRR 391 AND ESR-2302. STEEL FRAMING-FLOOR AND ROOFING SYSTEM DESIGN6. AT THE TIME FRESH CONCRETE IS SAMPLED TO = RECOMMENDATIONS. SEISMIC-FORCE-RESISTING SYSTEM,DESIGNATED SEISMIC SYSTEM SPECIAL A WIND b. HILTI TYPE BOLT TZ,ICC ES EEL).(CARBON STEEL AND e. S211-07 NORTH AMERICAN STANDARD FOR COLD-FORMED OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL FABRICATE SPECIMENS FOR STRENGTH TESTS, R a AISI TYPE 304 STAINLESS STEEL). STEEL FRAMING-WALL STUD DESIGN PERFORM SLUMP AND AIR CONTENT TESTS,AND X X O m E. STEEL DECK INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO ¢ S II. SCREW ES A STANDARD SCREW TVPE.PRE-DRILLING S THE HOLE I. 5212-07 NORTH AMERICAN STANDARD FOR COLD-FORMED DETERMINE THE TEMPERATURE OF THE CONCRETE. w I. STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF C'7 REQUIRES A STANDARD ANSI DRILL BIT WITH THE SAME DIAMETER AS STEEL FRAMING-HEADER DESIGN WORK ON THE SYSTEM OR COMPONENT.THE CONTRACTOR'S STATEMENT OF 012L a-RTHE ANCHOR AND INSTALLING THE ANCHOR WILL BE DONE WITH AN WITH THE SPECIFICATIONS OF THE STEEL DECK INSTITUTE. g. AISI S231-07/SI-10 NORTH AMERICAN SPECIFICATION FOR 7. INSPECTION OF CONCRETE AND SHOTCRETEIMPACT WRENCH.PROVIDE ANCHORS WITH A DIAMETER AND ANCHOR II. PAINTED STEEL DECK SHALL BE ASTM A1008-GRADE 33. COLD-FORMED STEEL FRAMING-TRUSS DESIGN,WITH RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE PLACEMENT FOR PROPER APPLICATIONO a U LENGTH MARKING ON THE HEAD.TYPE AND SIZE AS INDICATED ON III. GALVANIZED STEEL DECK SHALL BE ASTM A653-GRADE 60 OR SUPPLEMENT i,DATED 2010 SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL TECHNIQUES. X X 5 Y GRADE 33.GALVANIZED CORRUGATED STEEL DECK SHALL BE INSPECTION. N a DRAWINGS.ACCEPTABLE ANCHORS AREAS FOLLOWS: h. SUPPL NORTH AMERICAN STANDARD FOR COLD-FORMED O Z M r ASTM A653-GRADE 80. 8. INSPECTION OF MAINTENANCE OF SPECIFIED cfj a HILTI KWIK-HUSITEN HEZ,D II C-ESR 3027. STEEL FRAMING-TRUSS DESIGN,WITH SUPPLEMENT 2, IV. STEEL DECK SHALL BE CONTINUOUS FOR 3 OR MORE SPANS CURING TEMPERATURE AND TECHNIQUES.b. SIMPSON TITEN HD,ICCESR-2713 AND ICCESR-1058. DATED 2008 3.2 DEMOLITION X i a WHEREVER POSSIBLE. III. CARTRIDGE INJECTION ADHESIVE ANCHORS:THREADED STEEL ROD, I. AWS Di.3 STRUCTURAL WELDING CODE SHEET STEEL 9. INSPECTION OF PRESTRESSED CONCRETE: V V. ALL EDGES OF STEEL DECK,INCLUDING EDGES AT OPENINGS,SHALL A. THE CONTRACTOR MAY REMOVE EXISTING CONSTRUCTION AND REPLACE WITH INSERTS OR REINFORCING DOWELS,COMPLETE WITH NUTS,WASHERS, II. ALL COLD-FORMED STEEL SHALL BE GALVANIZED IN ACCORDANCE BE SUPPORTED AND HAVE A 2"MINIMUM BEARING WIDTH.UNLESS THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT AND ARCHITECT/POLYMER OR HYBRID MORTAR ADHESIVE INJECTION SYSTEM,AND DECK IS 3"THICK,THEN BEARING SHALL BE 3'MINIMUM. WITHSUR A653,TE W O;COLD-FORMED STEEL U CONTACT WITH STRUCTURAL ENGINEER. a. APPLICATION OF PRESTRESSING FORCES. X MANUFACTURER'S INSTALLATION INSTRUCTIONS.TYPE AND SIZE AS PRESSURE TREATED WOOD SHALL HAVE A MINIMUM GALVANIZED G90 0 INDICATED ON DRAWINGS.ACCEPTABLE ANCHORS ARE AS FOLLOWS: VI. ALL WELDS AND CONNECTIONS EXPOSED TO WEATHER SHALL BE COATING. b. GROUTING OF BONDED PRESTRESSING a. HILTI HIT-Z AND HIT-ZR ANCHOR RODS AND STEEL FINISHED WITH A ZINC RICH PRIMER. B. THE EXTENT OF THE DEMOLITION MAY OR MAY NOT BE SHOWN IN THESE TENDONS IN THE SEISMIC FORCE-RESISTING REINFORCING BARS WITH HILTI HIT-HY 200 ADHESIVE VII. DO NOT HANG LOADS FROM STEEL DECK. B. COLD-FORMED STEEL SHAPES CONSTRUCTION DOCUMENTS.THE CONSULTANTS SHALL NOT BE BACK SYSTEM. X I'll ANCHORAGE SYSTEM FOR ANCHORAGE TO CONCRETE, VIII.SEE TYPICAL DETAILS FOR FRAMING AT OPENINGS IN STEEL DECK. I. C-SHAPED STUDS SHALL CONFORM TO ASTM Al003 GR 50(50KSI)FOR CHARGED OR RESPONSIBLE FOR SHOWING OR NOT SHOWING THE ENTIRE ICC ESH-3187. SEE ARCHITECT,MECHANICAL,AND ELECTRICAL DRAWINGS FOR SIZE STUDS THAT ARE 16GA AND THICKER;18GA AND 20GA STUDS SHALL EXTENT OF DEMOLITION. 10.ERECTION OF PRECAST CONCRETE MEMBERS. X - AND LOCATION OF DECK OPENINGS.OPENINGS LARGER THAN 12"IN ( ) 11.VERIFICATION OF IN-SITU CONCRETE STRENGTH, b. THREADED RODS WITH HILTI HIT-HY 70 ADHESIVE ANCHOR BE ASTM A853 GR 33 33KSI,UNO. - EITHER DIRECTION SHALL NOT BE INSTALLED IN DECK,UNLESS C. THE CONTRACTOR SHALL TAKE THE RESPONSIBILITY TO INSURE THE REMOVAL PRIOR TO STRESSING OF TENDONS IN SYSTEM FOR ANCHORAGE INTO WALLS, N D AND FULLY II. (5SHAPED STEEL TRACK SHALL CONFORM TO ASTM A7003 GR 50 GROUTED CONCRETE MASONRY WALLS,AND UNGROUTED OPENINGS ARE SHOWN ON STRUCTURAL DRAWINGS. STEEL,UNO. OFT EXISTING STRUCTURE AND PROVIDE THE ARCHITECT/STRUCTURAL POST-TENSIONED CONCRETE AND PRIOR TO IX, SHOP DRAWINGS FROM THE STEEL DECK MANUFACTURER SHALL BE ENGINEER WITH METHODS,PROCEDURES AND SEQUENCE PLAN. X X II BRICK MASONRY WALLS,IN ACCORDANCE WITH III. STEEL SHEET SHALL CONFORM TO ASTM A7003 STRUCTURAL GRADE REMOVAL OF SHORES AND FORMS FROM BEAMS I LL ICC ESR-2682. SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AND 50 TYPE H(STSOH),UNO. c. HILTI HAS THREADED RODS WITH RE 500 SD AND STRUCTURAL SLABS. INJECTIONS APPROVAL. IV. STEEL SHEET FOR DEFLECTION CLIPS SHALL CONFORM TO 3.3 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS F. STEEL JOISTS ADHESIVE ANCHORING SYSTEM FOR ANCHORAGE TO ASTM A1003 GR 50(50KSI). 12.INSPECT FORMWORK FOR SHAPE,LOCATION AND CONCRETE,ICC ESR-2322. A. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE APPROPRIATE BUILDING DIMENSIONS THE CONCRETE MEMBER BEING X X IV. CAPSULE ANCHORS:THREADED STEEL ROD,INSERTS AND I. STEEL JOISTS AND JOIST GIRDERS SHALL BE FABRICATED AND C. WELDING: OFFICIAL,REGISTERED SPECIAL INSPECTOR,AND/OR REGISTERED LICENSED FORMED. REINFORCING DOWELS WITH 45 DEGREE CHISEL POINT,COMPLETE ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE STEEL I. WELDING ELECTRODES SHALL BE E60XX,UNLESS NOTED OTHERWISE ENGINEER FOR ALL SPECIAL INSPECTIONS OR TESTING REQUIRED IN THIS WITH NUTS,WASHERS,GLASS OR FOIL CAPSULE ANCHOR SYSTEM JOIST INSTITUTE(SJI)AND OSHA REQUIREMENTS. II. ALL FILLET WELDS SHALL BE PER AISI MINIMUM SIZES BASED ON SECTION. TABLE 1705.6 CONTAINING POLYVINYL OR URETHANE METHACRYLATE-BASED RESIN II MANUFACTURERBRIDGING SHALL IN ACCORDANCE DESIGNED AND WITHAISCED BY EJOIST THICKNESS OF MATERIALS JOINED,UNLESS NOTEDOTHERWISE. REQUIRED VERIFICATION AND INSPECTION OF SOILS AND ACCELERATOR,AND MANUFACTURER'S INSTALLATION III. ALL WELDED JOINTS SHALL BE IN ACCORDANCE WITH PREQUALIFIED B. CONTRACTOR SHALL SUBMIT ALL SPECIAL INSPECTION REPORTS TO �p RECOMMENDATIONS. STRUCTURAL ENGINEER OF RECORD WITHIN 14 DAYS OF EACH REPORT BEING REQUIRED O INSTRUCTIONS.TYPE AND SIZE AS INDICATED VU DRAWINGS. JOINT DETAILS IN THE STRUCTURAL WELDING CODE. a. HILTI HVA ADHESIVE SYSTEM WITH HVU CAPSULES. III. VERTICAL LOADS SHALL BE: TO BE USED FOR THE STEEL ROOF IV. ALL WELDERS SHALL HAVE QUALIFICATIONS FOR THE WELDING OF COMPLETED. VERIFICATION AND INSPECTION CONT PERIODIC JOIST DESIGN SHALL BE: COLD-FORMED MATERIAL. YES NO E. SUBMITTALS AND SHOP DRAWINGS a. DEAD LOAD=12 PSF TOP CHORD C. AN APPROVED AGENCY AS SET FORTH IN ADOPTED BUILDING CODE SECTION 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS I. PRODUCT SPECIFICATIONS WITH RECOMMENDED DESIGN VALUES AND b. DEAD LOAD=8 PSF BOTTOM CHORD. D. SCREWS AND CONNECTIONS: 1703 WITH THE APPROVAL OF THE BUILDING OFFICIAL MAY PERFORM SPECIAL ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING X X PHYSICAL CHARACTERISTICS FOR EPDXY DOWELS,EXPANSION AND c. LIVE LOAD-30 PSF TOP CHORD I. SCREWS SHALL BE BY HILTI,ICC REPORT#2196 CONFORMING TO INSPECTIONS. CAPACITY. UNDERCUT ANCHORS. d. ADDITIONAL CONCENTRATED,LINEAR,AND TRAPEZOIDAL ASTM C 1513 AND SHALL BE CORROSION-RESISTANT-COATED, II. ICC-ES CERTIFICATES LOADS ARE SHOWN ON STRUCTURAL PLANS FOR SELF-DRILLING,AND SELF-TAPPING STEEL DRILL SCREW.ALL SCREWS D. PER THE ADOPTED BUILDING CODE SECTION 1704.5,A STRUCTURAL 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER III. TEST REPORTS:CERTIFIED TEST REPORTS SHOWING COMPLIANCE MECHANICAL UNITS,PARTITION WALLS,SNOW DRIFTS,ETC. SHALL BE#10 MINIMUM,UNO.SCREWS SHALL BE INSTALLED WITH OBSERVATION IS NOT REQUIRED. DEPTH AND HAVE REACHED PROPER MATERIAL. X X IV. UPLIFT PRESSURE TO BE USED FOR THE STEEL ROOF JOIST DESIGN WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL SHALL BE IN ACCORDANCE WITH THE WIND UPLIFT DIAGRAM SHOWN HEADS FLUSH TO STEEL SURFACE AND PENETRATE INTO STEEL SUCH E. WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED 8Y ADOPTED BUILDING 3.PERFORM CLASSIFICATION AND TESTING OF C PROPERTIES. THAT THREE THREADS ARE EXPOSED. IN THE TYPICAL DETAILS AND PER THE ASCE 7. II. BOLTS IN STANDARD COLD-FORMED STEEL TO COLD-FORMED STEEL (SPECIAL INSPECTIONS),1705.11(SPECIAL COMPACTED FILL MATERIALS. X X p W CODE SECTION 1704 AND 1705 F. QUALITY ASSURANCE V. AXIAL LOADS FOR THE STEEL JOIST DESIGN SHALL BE AS LISTED IN CONNECTIONS SHALL BE ASTM A 325N.IF WEATHER OR CORROSION INSPECTIONS FOR SEISMIC RESISTANCE),OR 1705.12(STRUCTURAL TESTING p, I. REMOVE AND REPLACE MISPLACED OR MALFUNCTIONING ANCHORS. THE JOIST SCHEDULE. RESISTANCE BOLTS ARE REQUIRED,USE A325N TYPE 3 BOLTS. FOR SEISMIC RESISTANCE),THE REGISTERED DESIGN PROFESSIONAL IN 4.VERIFY USE ES PROPER MATERIALS,DENSITIES AND VI. DEFLECTION SHALL BE LIMITED TO 1/360 OF THE SPAN LENGTH FOR LIFT THICKNESSES DURING PLACEMENT AND WITHEMPTY ANCHOR HOLES AND PATCH FAILED ANCHOR LOCATIONS III. POWER ACTUATED FASTENER(SHOT PINS)SHALL BE 0.157"HDIA.ER BE RESPONSIBLE CHARGE IS REQUIRED TO PREPARE A STATEMENT OF SPECIAL X X 47 WITH HIGH-STRENGTH NON-SHRINK,NONMETALLIC GROUT.ANCHORS LIVE LOAD DEFLECTION FOR FLOOR JOISTS,AND 1/240 FOR ROOF HILTI X-U LOW VELOCITY FASTENERS,ICC REPORT#2269.WHERE INSPECTION DESCRIBED IN THE FOLLOWING(ALL TABLES REFERENCED ARE COMPACTION OF COMPACTED FILL. THAT FAIL TO MEET PROOF LOAD OR INSTALLATION TORQUE JOISTS. INSTALLED IN CONCRETE&MASONRY,PROVIDE 1 1/4"MINIMUM FROM THE ADOPTED BUILDING CODE,UNO): 5.PRIOR TO PLACEMENT OF COMPACTED FILL, REQUIREMENTS SHALL BE REGARDED AS MALFUNCTIONING. VII. SHOP DRAWINGS AND CALCULATIONS STAMPED BY A LICENSED EMBEDMENT,UNO. I. SOILS:REFER TO TABLE 1705.8 ENGINEER SHALL BE SUBMITTED BY THE STEEL JOIST MANUFACTURER a. EXISTING SITE SOIL CONDITIONS OBSERVE SUBGRAR AND VERIFY THAT SITE HAS X X II. CERTIFICATIONS:UNLESS OTHERWISE AUTHORIZED BY THE TO THE ENGINEER AND ARCHITECT FOR REVIEW AND APPROVAL. IV. WIRE TYING OF FRAMING MEMBERS IS NOT PERMITTED. BEEN PREPARED PROPERLY. ENGINEER,ANCHORS SHALL HAVE ONE OF THE FOLLOWING b. FILL PLACEMENT CERTIFICATIONS: E. UNISTRUT OR EQUAL c. LOAD-BEARING REQUIREMENTS G. FIREPROOFING OF STEEL MEMBERS II. CONCRETE:REFER TO TABLE 1705.3 TABLE 3.1.2 a. ICC ES EVALUATION REPORT INDICATING CONFORMANCE I. ALL STRUT CHANNELS SHALL BE FABRICATED FROM STRUCTURAL WITH CURRENT APPLICABLE ICC ES ACCEPTANCE CRITERIA, I. FIREPROOFING SHALL MEET THE REQUIREMENTS PROVIDED BY THE GRADE STEEL CONFORMING TO ASTM SPECIFICATION A 1011 GR 33 III. MASONRY LEVEL B QUALITY ASSURANCE INSPECTION OF MASONRY CONSTRUCTION III. TESTING:101Y6OF EACH TYPE AND SIZE OF DRILLED-IN ANCHOR SHALL ARCHITECT AND SHALL BE INSTALLED PER THE MANUFACTURERS OR A 653 GR 33. a. MASONRY SHALL BE INSPECTED AND VERIFIED IN RECOMMENDATIONS. II. STRUT CHANNELS SHALL HAVE A GALVANIZED FINISH IN ACCORDANCE WITH TMS 402/ACI 530/ASCE 5 AND TMS REQUIRED BE PROOF LOADED BY THE INDEPENDENT TESTING LABORATORY. INSPECTION TASK CONT PERIODIC ik ADHESIVE ANCHORS AND CAPSULE ANCHORS SHALL NOT BE TORQUE II. AT LOCATIONS WHERE FIREPROOFING IS APPLIED,DO NOT PAINT OR ACCORDANCE WITH ASTM SPECIFICATION A 653,A 123,OR A 153. 602/ACE 530.1/ASCE 6 QUALITY ASSURANCE PROGRAM YES NO TESTED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.IF ANY OF GALVANIZE STEEL MEMBERS OR DECK. III. ALL STRUT FITTING SHALL BE FABRICATED FROM STEEL CONFORMING REQUIREMENTS, THE TESTED ANCHORS FAIL TO ACHIEVE THE SPECIFIED TORQUE OR - TO ASTM SPECIFICATION A 575,A 576,A 36,OR A 635. I. STRUCTURES IN RISK CATEGORY I,II,OR III SHALL 1.COMPLIANCE WITH REQUIRED INSPECTION PROOF LOAD WITHIN THE LIMITS AS DEFINED ON THE DRAWINGS,ALL H. EXECUTION IV. MANUFACTURER OF STRUT SHALL HAVE AT LEAST 10 YEAR'S COMPLY WITH TABLE 3.1.2-LEVEL B QUALITY PROVISIONS OF THE CONSTRUCTION DOCUMENTS X X ANCHORS OF THE SAME DIAMETER AND TYPE AS THE FAILED ANCHOR I. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED,UNO. EXPERIENCE IN MANUFACTURING STRUT SYSTEMS. ASSURANCE AND BE VERIFIED. U) II. STEEL NOT EXPOSED TO WEATHER SHALL BE LEFT UN-PAINTED b. LATERAL RESISTING SYSTEMS: 2.AS MASONRY CONSTRUCTION BEGINS,VERIFY THAT THE FOLLOWING ARE IN Z SHALL BE TESTED,UNLESS OTHERWISE INSTRUCTED BY THE V. MANUFACTURER MUST CERTIFY IN WRITING THAT ALL COMPONENTS � ENGINEER. UNLESS NOTED OTHERWISE IN ARCHITECTURAL DRAWINGS OR SUPPLIED HAVE BEEN PRODUCED IN ACCORDANCE WITH AN i. ALL MASONRY SHEARWALLS SPECIFICATIONS. V. STRUCTURAL STEEL COMPLIANCE: O a. TENSION TESTING SHOULD BE PERFORMED IN ACCORDANCE ESTABLISHED QUALITY ASSURANCE PLAN. _ WITH ASTM E488, III. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT VI. ALL STRUT SYSTEM COMPONENTS MUST BE SUPPLIED BY A SINGLE a. SPECIAL INSPECTION,QUALITY CONTROL,QUALITY FABRICATION ERRORS WITHOUT THE APPROVAL OF THE ENGINEER. a. PROPORTIONS OF SITE-PREPARED MORTAR X X b. TORQUE SHALL BE APPLIED WITH A CALIBRATED TORQUE MANUFACTURER. ASSURANCE AND NON-DESTRUCTIVE TESTING FOR WRENCH. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH b.CONSTRUCTION OF MORTAR JOINTS V I. SHOP DRAWINGS AND SUBMITTALS X X C. PROOF LOADS SHALL BE APPLIED WITH A CALIBRATED F. QUALITY ASSURANCE REQUIREMENTS ATAISC 3 ERE TOR TO N. W HYDRAULIC RAM.DISPLACEMENT OF ADHESIVE AND I. STRUCTURAL STEEL SHOP DRAWINGS: I. TESTING:OWNER WILL ENGAGE A QUALIFIED INDEPENDENT TESTING i. FABRICATOR AND ERECTOR TO PERFORM QUALITY c.GRADE AND SIZE OF PRESTRESSING TENDONS CAPSULE ANCHORS AT PROOF LOAD SHALL NOT EXCEED a. SHOW FABRICATION OF STRUCTURAL STEEL COMPONENTS. AND INSPECTION AGENCY TO PERFORM FIELD TESTS,INSPECTIONS, CONTROL PROCEDURES AND INSPECTIONS. AND ANCHORAGES X D/10,WHERE D IS THE NOMINAL ANCHOR DIAMETER. b. INCLUDE DETAILS OF CUTS,CONNECTIONS,SPLICES, AND PREPARE TEST REPORTS. ii. FABRICATOR AND ERECTOR TO HAVE REQUIRED IV. MINIMUM ANCHOR EMSEDMENTS,PROOF LOADS AND TORQUES SHALL CAMBER,HOLES,AND OTHER PERTINENT DATA. II. FIELD AND SHOP WELDS WILL BE SUBJECT TO TESTING AND DOCUMENTS AVAILABLE FOR REVIEW UPON d.LOCATION OF REINFORCEMENT,CONNECTORS, X X Z C. INCLUDE EMBEDMENT DRAWINGS. AND PRESTRESSING TENDONS AND ANCHORAGES BE AS SHOWN HE THE DRAWINGS. INSPECTING. REQUEST,UNLESS OTHERWISE REQUIRED IN THE J V. FOR SLEEVE/SHELL INTERNALLY THREADED CATEGORIES,VERIFY tl. INDICATE WELDS BY STANDARD AWS SYMBOLS, III. TESTING AGENCY WILL REPORT TEST RESULTS PROMPTLY AND IN CONTRACT DOCUMENTS TO BE SUBMITTED. e.PRESTRESSING TECHNIQUE DISTINGUISHING BETWEEN SHOP AND FIELD WELDS,AND III. INSPECTION OF WELDING X Q THAT THE ANCHOR IS NOT PREVENTED FROM WITHDRAWING BY A WRITING TO CONTRACTOR AND STRUCTURAL ENGINEER. BASE PLATE OR OTHER FIXTURES IF RESTRAINT IS FOUND,LOOSEN SHOW SIZE,LENGTH,AND TYPE OF EACH WELD.SHOW IV. REMOVE AND REPLACE WORK WHERE TEST RESULTS INDICATE THAT iv. NONDESTRUCTIVE TESTING OF WELDED JOINTS I. PROPERTIES OF THIN-BED MORTAR FOR AAC AND SHIM OR REMOVE FIXTURES PRIOR TO TESTING. BACKING BARS THAT ARE TO BE REMOVED AND IT DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS. INSPECTION OF HIGH-STRENGTH BOLTING MASONRY X V SUPPLEMENTAL FILLET WELDS WHERE BACKING BARS ARE V. ADDITIONAL TESTING AND INSPECTING,AT CONTRACTOR'S EXPENSE, vi. OTHER INSPECTION TASKS: W 2.7 STEEL TO REMAIN. WILL BE PERFORMED TO DETERMINE COMPLIANCE OF REPLACED OR A. INSPECTION OF FABRICATED STEEL 3.PRIOR TO GROUTING,VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: e. INDICATE TYPE,SIZE,AND LENGTH OF BOLTS. B. INSPECTION OF ERECTED STEEL A. GENERAL ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS. I. ALL STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED,AND f. IDENTIFY PRE-TENSIONED AND SLIP-CRITICAL C. INSPECTION OF ANCHOR RODS a.GROUT SPACE X X (n HIGH-STRENGTH BOLTED CONNECTIONS. VII. EXCEPTION FOR APPROVED FABRICATORS AND b.GRADE,TYPE,AND SIZE OF REINFORCEMENT AND WC ERECTED IN ACCORDANCE WITH ADOPTED BUILDING CODE CHAPTER ERECTORS: ANCHOR BOLTS,AND PRESTRESSING TENDONS X X C Z V FOR"STEEL"AND THE FOLLOWING: 9- IDENTIFY OAD-RE S AND CONNECTIONS OF THE A. QUALITY ASSURANCE MAY BE WAIVED AND ANCHORAGES a. AISC 341-10 SEISMIC PROVISIONS FOR STRUCTURAL STEEL SEISMIC-LOAD-RESISTING SYSTEM. h. INDICATE LOCATIONS AND DIMENSIONS OF PROTECTED BUILDINGS. WHEN THE WORK IS PERFORMED IN A ZONES. FABRICATING SHOP OR b. AISC DINGS.SPECIFICATION FOR STRUCTURAL STEEL BY AN ERECTOR c. PLACEMENT OF REINFORCING AND CONNECTORS,i. IDENTIFY DEMAND CRITICAL WELDS. BUILDINGS. II. STEEL JOIST SHOP DRAWINGS: APPROVED BY THE PERFORM THE HAVING AND PRESTRESSING TENDONS AND ANCHORAGES X X o C. AISC 303-10 CODE OF STANDARD PRACTICE FOR STEEL JURISDICTION TO PERFORM THE WORK Z W m BUILDINGS AND BRIDGES. a. SHOW FABRICATION OF STRUCTURAL STEEL JOISTS. 11�__ WITHOUT QUALITY ASSURANCE. d.PROPORTIONS OF SITE-PREPARED GROUT AND O DIY c0 d. AWS D1.1 STRUCTURAL WELDING CODE STEEL. b. INCLUDE LAYOUT,DESIGNATION,NUMBER,TYPE,LOCATION, �y� 1.ti, Gc`�"` C- ` VII. TSTEEL ABLE CON 2T2 UCTION OTHER THAN STRUCTURAL STEEL:REFER TO PRESTRESSING GROUT FOR BONDED TENDONS X X 00 e. AWS D1.3 STRUCTURAL WELDING CODE SHEET STEEL. AND SPACING OF JOISTS. {�[ Sp�pC27 _ f. RCSC'S SPECIFICATION FOR STRUCTURAL JOINTS USING C. INCLUDE JOINING AND ANCHORAGE DETAILS,BRACING, 7 II ��Q a. WELDING:INSPECTION AND INSPECTOR IN ACCORDANCE e.CONSTRUCTION OF MORTAR JOINTS X �( Q a LL co J ASTM A325 OR A490 BOLTS. BRIDGING,AND JOIST ACCESSORIES;SPLICE AND WITH AWS D1.3 g. AWS D1.7 GUIDE FOR STRENGTHENING AND REPAIRING CONNECTION LOCATIONS AND DETAILS;AND ATTACHMENTS ��`( > ,> u�" 4.VERIFY DURING CONSTRUCTION: �„� TO OTHER CONSTRUCTION. a.SIZE AND LOCATION OF STRUCTURAL ELEMENTS X X W �_ rn Z EXISTING STRUCTURES. d. INDICATE LOCATIONS AND DETAILS OF BEARING PLATES TO `"I i b.TYPE,SIZE AND LOCATION U ANCHORS, V h. AWS D1.8SHALL STRUCTURAL WELDING SEISMIC SUPPLEMENT. BE EMBEDDED IN OTHER CONSTRUCTION. v��I>- C.IJYv.ij�.c�,��� II. ALL WELDING SHALL CONFORM TO CURRENT AMERICAN WELDING III. STEEL DECK SHOP DRAWINGS: INCLUDING OTHER DETAILS OF ANCHORAGE OF X X w T SOCIETY STANDARDS AND TO BE PERFORMED BY CERTIFIED WELDERS. a SHOW FABRICATION OF STRUCTURAL-STEEL DECK. MASONRY TO STRUCTURAL MEMBERS,FRAMES, B. STRUCTURAL STEEL SHAPES b. INCLUDE LAYOUT AND TYPES OF DECK PANELS,ANCHORAGE TABLE 1705.2.2 OR OTHER CONSTRUCTION O I. W-SHAPES SHALL BE ASTM A992. DETAILS,REINFORCING CHANNELS,PANS,CUT DECK REQUIRED VERIFICATION AND INSPECTION OF STEEL OPENINGS,SPECIAL JOINTING,ACCESSORIES,AND c.WELDING OF REINFORCEMENT 0 J II. PLATES,ANGLES,CHANNELS,M-SHAPE,S-SHAPE,MC SHAPE AND X m BARS SHALL BE ASTM A36. ATTACHMENTS TO OTHER CONSTRUCTION. CON$TRUQTION OTHER THAN STRUCTURAL STEEL - III. RECTANGULAR HSS SHAPES SHALL BE ASTM 500-GRADE B F-46 kai IV. WELDING PROCEDURE SPECIFICATIONS(WPS)AND PROCEDURE d.PREPARATION,CONSTRUCTION,AND PROTECTION Q (Y ) QUALIFICATION RECORDS(POR):PROVIDE ACCORDING TO AWS REQUIRED OF MASONRY DURING COLD WEATHER 01.1/D1.1 M,'STRUCTURAL WELDING CODE-STEEL,"FOR EACH VERIFICATION AND INSPECTION YES NO CONT PERIODIC (TEMPERATURE BELOW 40`F(4.4-C))OR HOT X X C. WELDING WELDED JOINT WHETHER PREQUALIFIED OR QUALIFIED BY TESTING, WE (TEMPERATURE ABOVE 90°F(32.2"C)) W I. WELDING ELECTRODES SHALL BE E70XX,UNLESS NOTED OTHERWISE INCLUDING THE FOLLOWING: 1. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: _ uu II. ALL FILLET WELD SHALL BE PER AISC.MINIMUM SIZES ARE BASED ON e.APPLICATION AND MEASUREMENT OF THICKNESS OF MATERIALS JOINED,UNLESS NOTED OTHERWISE. a. POWER SOURCE(CONSTANT CURRENT OR CONSTANT a. IDENTIFICATION MARKINGS TO CONFORM TO PRESTRESSING FORCE X Q VOLTAGE). ASTM STANDARDS SPECIFIED IN THE APPROVED III. ALL WELDED JOINTS SHALL BE IN ACCORDANCE WITH PREQUALIFIED X X CC b. ELECTRODE MANUFACTURER AND TRADE NAME,FOR CONSTRUCTION DOCUMENTS. I. PLACEMENT OF GROUT AND PRESTRESSING G JOINT DETAILS IN THE STRUCTURAL WELDING CODE. DEMAND CRITICAL WELDS. b. MANUFACTURERS CERTIFIED TEST REPORTS. X X GROUT FOR BONDED TENDONS IS IN COMPLIANCE X X a J. QUALITY ASSURANCE 2.INSPECTION OF WELDING: g.PLACEMENT OF AAC MASONRY UNITS AND I. TESTING AGENCY QUALIFICATIONS:QUALIFIED ACCORDING TO CONSTRUCTION OF THIN-BED MORTAR JOINTS X ASTM E 329 FOR TESTING INDICATED. a.COLD-FORMED STEEL DECK: II. JOIST MANUFACTURER QUALIFICATIONS:A MANUFACTURER 5.OBSERVE PREPARATION OF GROUT SPECIMENS, CERTIFIED BY SJI TO MANUFACTURE JOISTS COMPLYING WITH 1)FLOOR AND ROOF DECK WELDS. X �( MORTAR SPECIMEMS,AND/OR PRISMS X X V APPLICABLE STANDARD SPECIFICATIONS AND LOAD TABLES IN SJI'S SPECIFICATIONS. b.REINFORCING STEEL: (A) REQUIRED FOR THE FIRST 5000 SQUARE FEET(465 SQUARE METERS)OF AAC III. WELDING QUALIFICATIONS: MASONRY a. QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO 1)VERIFICATION OF WELDABILTY OF X X (B) REOUIRED AFTER THE FIRST 5000 SQUARE FEET(465 SQUARE METERS)OF AAC AWS D1.1/D1.1 M,'STRUCTURAL WELDING CODE-STEEL." REINFORCING STEEL OTHER THAN ASTM A 706. MASONRY b. QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO (n AWS DI.3,"STRUCTURAL WELDING CODE-SHEET STEEL' 2)REINFORCING STEEL RESISTING FLEXURAL �� C. WELDERS AND WELDING OPERATORS PERFORMING WORK AND AXIAL FORCES IN INTERMEDIATE AND _ SPECIAL MOMENT FRAMES,AND BOUNDARY PRO.IECT#:4200 ON DERS AND WE D DEMAND-CRITICAL WELDS SHALL PASS XATHE SUPPLEMENTAL WELDER QUALIFICATION TESTING,AS ELEMENTS OF SPECIAL STRUCTURAL WALLS E N G/N E E R/N G REQUIRED BY AWS 01.8.FCAW-S AND FCAW-G SHALL BE OF CONCRETE AND SHEAR REINFORCEMENT. • DATE:05/15/15 CONSIDERED SEPARATE PROCESSES FOR WELDING 11"0 Ent C.Tp t,Dr,S..10 DRAWN BY:DF/AH - PERSONNEL QUALIFICATION. 3)SHEAR REINFORCEMENT. X' X Me idm.1D&%42 ph2 24gk2181 SCALE: 4)OTHER REINFORCING STEEL. X - X M.208-2 2182 DCE Pmj-15WC01 1 2 3 4 5 8 7 8 9 10 11 a J 1 2 3 4 5 6 7 B 9 10 11 SpNaLf M X KEYED NOTES LEGEND E"SFc'y9 N C09 COORDINATE FOOTING STEP LOCATION TO MATCH EXISTING FOOTING. GENERAL 36 ELEMENT TYPE: DENOTES TYPE OF ELEMENT: N V15 O o DENOTES RECESS,SLOPED OR ELEVATED FLOOR /� DENOTES ELEMENT ELEVATION: (F)=SPREAD FOOTING,SEE .E SLABS.COORDINATE SIZE AND LOCATION WITH / (L)=LINTEL,SEE 13/S2.11 9 (TOC)=TOP OF CONCRETE (CF)=CONTINUOUS FOOTING,SEE 01 ARCHITECT.SEE 13/82.01 WHERE APPLICABLE. / (P)=PILASTER,SEE 12iS2.11 �yq rF OF�0 °Q - fD (TOF)=TOP OF FOOTING - THAN BAD _ /—DENOTES DENOTES CONCRETE P816Mf DENOTES MASONRY O6/03/15 ,. CONCRETE F24C-A— DENOTES UNEVEN DIMENSIONS,VARIATION IN DEPTH - MASONRY ) U DENOTES CONSTRUCTION TYPE,SEE SCHEDULE .(SEE 52.00's SERIES SHEETS) OR VARIATION IN REINFORCING (SEE 52.10's SERIES SHEETS DESCRIBES NOMINAL DIMENSIONS �7 DENOTES TYPE OF ELEMENT: DESCRIBES ROUGH DIMENSIONS [WIDTH,LENGTH/DEPTH](INCHES) Z E o (W)=WALL,SEE y52.02 [WIDTH,LENGTH](FEET) CIJ DENOTES MASONRY CONTROL JOINTS,SEE 5/52.11. O U COORDINATE LOCATIONS WITH ARCH. DENOTES CONCRETE a W8C@24-ADENOTES VARIATION IN REINFORCING S- DENOTES STEP IN FOUNDATION,SEE 4/S2.01 STEEL y DENOTES TYPE OF ELEMENT: (SEE 52.20's SERIES SHEETS) DESCRIBES SPACING OF REINFORCING ,��(\ DENOTES CONTROL JOINT LOCATIONS TO 8E (W)=WALL,SEE 1 ¢ch (INCHES OC) -_`L . COORDINATED BY CONTRACTOR, DENOTES MASONRY ca Q O DIMENSIONS BEE DETAILS 6 THROUGH 9/$2.01. ///�— BP k DENOTES BASE PLATE TYPE,SEE 1/52.21 to rn [THICKDESCRIBESNESS](INCHES) WBM@24-A DENOTES VARIATION IN REINFORCING o ISOLATION JOINT ¢ v DESCRIBES SPACING OF REINFORCING HSS4x4x1/4 AISC COLUMN DESIGNATION,SEE 4/S2.21 Z Q m KEYNOTE SYMBOL LEGEND: DENOTES TYPE OF ELEMENT: DESCRIBES DIMENSIONS (INCHES OC) FOR SCHEDULED CONNECTIONS ¢3 a (PR)=PIER,SEE 1/S2.02 [THICKNESS]INCHES O WA WHERE APPLICABLE II��� ](INCHES) DESCRIBES NOMINAL DIMENSIONS PR7212C DENOTES CONCRETE 4"SOG w= �—DENOTES SLAB ON GRADE,SEE 5/S2.01 [THICKNESS](INCHES) m C try DENOTES ELEMENT SIZE AND INFORMATION IS PROVIDED G m DESCRIBES DIMENSIONS[WIDTH,LENGTH](INCHES) ¢p ON PLAN AND/OR APPLICABLE SCHEDULES. 00z � g A B C D E �"JNy 159'-9" V 42'.0^ 42'0" 42.l" 1 I I I HSS5x5x5/16 HSS5x5x5/1 EXISTING _ C09 1 BP2 BP2 HSS5x5x5/16 2 8 BUILDING — PR1620C PR7620C — BP2-- 53.01 -- BP25x5x5/16 CJ CJ CJ CJ -- PR1620C CJ S3.01 CJ I PR1620C CJ CJ I --- ---- --------------------- ------- LL _ �— ---------- ------- -------------- 1 --- 3 ---------- ------- ---- --------------- ----------- ------- -- -- r--- I t-- cFsc � --- ----------� I wsc@1s I TOF=96'-0" TOF-98'-0" I I TOC-VARIES .. I I SEE ARCH 3 P816M-A TOF=94'-0" I I I I I I O W J P816M-A ' I I •� . P816M-A I �r - _I 824M-B i I I (D .. I 1 _ I PR2550C � 1 I HSS6x6x3/8 HSS6x6x3/8 HSS6x6x3/8 I PR25 _T_ BP1 _ _ BP1 _ _ BP1 P41 - .01A P816M-A I I I F68C i T I F66C F66C P816M-A —_ +—_—_—_—_—_—_—_—_—_—_� +—_—_____—_—_—_—_ 1 1 ----------------- ------------------- L—TTJ L—T—J L —J COLUMN ISOLATION CF6C�1 JOINT,TYP,SEE P816M-A II 4. �F55C 9 TOF-99'-4" 9 II I S3.01 53.01 1 1 I TYP AT INT sz.o1 1 1 I 4"SOG COLUMNS II I 1 1 I TYP c 11 I 53.01 I r_TS1C II I N I;11 TOC I r---t I W8C@16 TOF=94'-0" 3 i i SEE ARCH I I II I o I �I I II I s 1 � i I I I I s3.o1 4 TOF=9s'-0„ 1 1 I I I I I II I 1 ICI I I 1 II II I 1 I I I ' I I TS1C 1 1 III � Z U 1 1 HSS6x6x3/8 HSSSx6x3/8 HSS6x6x3/8 II I F35C5� 1 1 TOF=96'-0" PP' BP1 BP1 I O Q Ir— — F66C r— �+,— I F66C r F66C P816M-A P816M-A JI I I01\ ----------- --------------- a wcoL_ / --�— +--------------------+— ------.-------------i— +-------------------- a --------- - 3 ��_ I I I I I I I P816M-A I I Z o a L— J L— J 6 P816M-A I F55CM A Q LU i P816M-A Q�10 UP �S3.01 J O m T i OF 13 I I I TYP,UNO S3.01 I HS35x5x5/16 HSS5x5x5/l6 I BP2 BP2 BP3235x5x5/18 PR1620C---------TrL_—- C—F-3—C—-- IL ---— C J C—J ------------ C J ---- PR1620C ----C---- ---P—R1-6 20—C F33C F33C F33CJ ----rI f— ——— -- ---- C J W8MLd)24,TYP,UNO TOF=98'-0" CF2C,TYP,UNO CJ TOF=96-0" W8C@16,TYP,UNO 1 ---- --C J ------------- - 53.01 S3.01 iv E E F!//V G PROJECT#:4200 FOUNDATION PLAN- DATE:05/15/15 _ Toid l.ID8 ,2 se1as DRAWN BY:DF/AH SCALE:1/8"=1'-0 - b.. 6 6 .zos-2 a2M " SCALE: 1/8"=1'-0" x 20 M-M82 DCEP j-15WC01 1 1 2 1 3 1 4 1 5 I 6 I 7 1 8 1 9 1 10 I 11 S1.0 1 EL J 1 2 3 4 5 6 7 8 9 10 11 \QMA BNL E� X KEYED NOTES LEGEND S G/Fq N S20 DESIGN JOIST FOR ADDED POINT LOAD 1.0'DL=1.OK GENERAL STEEL DESCRIBES STEEL ROOF/FLOOR DECK,SEE 5 52.21 4 o (SEE S2.20's SERIES SHEETS) DENOTES TYPE OF ELEMENT. NT exv:misms�O N S21 DESIGN JOIST FOR ADDED POINT LOAD 1.0'DL=0.25K TOB-0'-0" DENOTES ELEMENT ELEVATION: FLOOR TOPPING,WHERE APPLICABLE (J)=JOIST,SEE 1/S2.32 O"9T P R ti FOf\O 6/ (TOM) TOP OF MASONRY AISC BEAM DESIGNATION,SEE 4/S2.21 FOR 1 1/2"iBGA-GONG //// .�-DESCRIBES SPACING OF MEMBER,(INCHES OC) '�Ty _ (TOS)-TOP OF STEEL ��I(3)6005762-43@i6 AN PAS (TOW)-TOP OF WALL SCHEDULED CONNECTIONS. O6/03/15 (BOD) BOTTOM OF DECK W12x19 c=3/4" DENOTES DIRECTION OF DECK SPAN \\ DENOTES CAMBER UP AT MID-SPAN.WHERE NO A DENOTES SNOW DRIFT, SIZE DESIGNATION �Z 300# DENOTES MECHANICAL UNIT CAMBER IS INDICATED FABRICATE BEAMS WITH DENOTES NUMBER OF STUDS WHERE BUILT-UP NATURAL CAMBER UP. SEE 4/S2.22 STUD ELEMENT IS SPECIFIED O� MASONRY SIZE OF STEEL JOIST,SEE 1/S2.22 _Q v (SEE S2.10's SERIES SHEETS) LIVE LoaD(PouNOs) COLD-FORMED STEEL F 8 m DENOTES TYPE OF ELEMENT: 20K 2821120 (SEE S2.30's SERIES SHEETS) 5 cy�1 (L)=LINTEL,SEE 13/S2.11 TOTAL LOAD(POUNDS) DENOTES TYPE OF ELEMENT: d 7 0 (P)=PILASTER,SEE 12/S2.11 W DENOTES MASONRY (W)=WALL,SEE 2/S2.31 ¢rn SIZE OF STEEL JOIST GIRDER,SEE 1/S2.22 DESCRIBES SPACING OF ELEMENT, z G KEYNOTE SYMBOL LEGEND: Pe16M-A 1r _ -WHERE APPLICABLE(INCHES OC) DENOTES POINT LOAD(KIPS) (2)6005162-43@1 O y rn WA WHERE APPLICABLE DENOTES CONSTRUCTION TYPE,SEE SCHEDULE 24G 4N 7.5KSSMA SIZE DESIGNATION W S DESCRIBES NOMINAL DIMENSIONS �_ mo C7 DENOTES ELEMENT SIZE AND INFORMATION IS PROVIDED (WIDTH,LENGTH/DEPTH](INCHES) NUMBER OF JOIST BAYS DENOTES NUMBER OF STUDS WHERE BUILT-UP STUD O a U ON PLAN AND/OR APPLICABLE SCHEDULES. ELEMENT IS SPECIFIED 0®rY p m w LL..LL ANY �W J Oz� 159'-9' 33'-8" 42'-0" EXISTING ' JOIST BRIDGING,TYP, ADJACENT PER SJI,SEE I BUILDING gf�BOD=119'4' 600=119'81/2' BOD=120'-7 1/8" 4 BOD=121' TOM=125'-4" BOD=122'-4" TYP AT GflIDB _ TYP AT GRIDC I 53.11 TVP AT GRIDD110 14K 169/102 1 24K 1691102 26K 169/102 2 26K 169/102 26K 169/102 Boo=119'-41/8" II J_ A j- o 14K 263/158 24K 263/158 26K 263/156 28K 263/158 26K 263/158 II II m TOM=125'-4' SLOPE O TOM=125'-4" 14K 3501210 24K 350/210 26K 350/210 26K 3501210r. 26K 350/210 m II 3 � n n II II a 14K 379/228 24K 350/210 O, 26K 350/210 C7 26K 350/210 O, y 26K 35-10 m o v v v v w TYP AT Q1 H O" S2.21 OPENING S21 � - = _ 24K 350/210 26K 350/210 26K 3501210 r_______ __ 26K 350/210 6 ]j L832M - I 1 S3.1, - j( i - i :XIB.2 ft I x I x8.2 TOM=129'-3 1,300# \ I 1,30�0# \ i 0 ENTRY 6 24K 342I205 26K 342/205 26K 342/205 I 1 26K 342/205 // -------- _ W400Si62-54CP ]/ - TYP AT ROOF C6xe.2 VERBUILD C6x8.2 24K 334/200 26K 334/200 26K 334/200 26K 334/200 S162-54@16 S=115'-0"24K 334/20026K 334/200 26K 334/200 26K 334/200 ]] 53.11 ] I TOP SLOPE v (3- SEE ARCH ( 24K 334/200 26K 334/200 26K 334f200 26K 334/200 m m z x _x a m_ 24K 334/200 28K 334/200 o 26K 334/200 S 28K 334/200 �� 3 BOD=122'-7 7/8" I I I /] III 24K 334/200 26K 334/200 26K 334/200 26K 3341200 S21 LS.9 o /� roM=lzs'-a^ U C6x8.2 WBOOS162-54@76 2 Q )' C6x8.2 0 - - ]j 24K 342/205 26K 342/205 26K 342/205 26K 342/205 S20 w M -_�_-_-_-_-_-_-_ II _ ___-_-_-_ 8x11.5 O 5cc 3811 3 ��/� Z 00, 1,300# \ 1,300# \ I cn -, C6x8.2 -1 III 24K 350/210 26K 3501210 26K 350/210 26K 350/210 O6xB.2 g LL Q II Ld Nw II sz1 II m Z LL z z-3 J 1C I TYP / ILL T F- I 24K 350/210 Y 28K 350/210 n 26K 350/210 n 26K 350/210 H' O �0 m TOM=125'-4" II 6 m 111 sz.z, c0 � a II 24K 350/210 26K 350/210 26K 350/210 y 26K 350/210 1 II i i It II i i II II 24K 263/158 26K 263/158 26K 263/158 26K 263/158 II If 80D=119'0 i/8' 1 24K 169/102 26K 1691102 Y C 26K 1691102 j- wO j-26K 169/102 I IL � 1 o TOM=125'-4" 2 3 53.11 53.11 a - N E E R ROOF-FRAMING PLAN NJ40EeetCo.t ff A61e.103 � :5#:5250 E N.G. PROJE DATE: 1 SCALE:1/8"=1':0" Maddi...ID88 2 DRAWNEY:DF/AH ph208.288-2181 SCALE: 1/8"=1'-0" fax 208-288-2182 DCE Proj-15WCM 7 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 I 9 I 10 I 11 Sl 02 2 J 1 2 3 4 5 6 7 8 9 10 11 g�oNA(a s e� S^'1. CONCRETE SPREAD FOOTING SCHEDULE QQO �xceNs 29 SIZE REINFORCING CONCRETE STEM WALL TRENCH 36 t2 DEPTH STRENGTH PIPETHRU FOR REINF AT - 10'-0'MIN EXCAVATION o MARK WIDTH LENGTH (SEE NOTE 2) - TOP BOTTOM f'c(PSI) COMMENTS STEMWALL PENETRATIONS,SE 10 �O �1 F33C 3'-0" 3'-0" 1'-0" (4)#5 EACH WAY 4,500 52.01 FOOTING FOOTING "D"+1'-6" FINISH GRADE Oy'9TF OF 10P OQe F35C 3'-0" S-0" 1'-0" - - #5 AT 12"OC EACH WAY 4,500 •' AN FAQ cn ----- 9lN .�Q = F55C 5'-0" V-y. 1'-0' - (6)#5 EACH WAY 4,500 - __________ - .•. .... _ O6/03/15 F66C 6'-0' 6'-0" 1'-0' 7 5 EACH _ "" )# AC WAY (7)#5 EACH WAY 4,500 CONTINUOUS FOOTINGS, _ I BACKFILL I I STEP FOOTING DOWN AS - I I PER SOILS I I �n NEEDED TO AVOID REPORT 1 U ¢w PENETRATION THRU I O I I I Z or ac. FOOTING.SEE DETAIL - OF �G ��_J. II I U n 7G:.�:?::�J. -mg WIDTH 1'-6'MIN P 1 1 Q w BOTTOM OF SLEEVE•° SLEEV - Opp rn¢O _ FOOTING .''Co••.., SLEEVE PIPE a BOTTOM OF TRENCH w EXCAVATION SHALL NOT I I U w m z PIPE------:_-1t z EXTEND BELOW THIS LINE I I O NOTES: \\ 1 1. FOR PIPES 3'-0"OR LESS - 1 ,' ' tO "" 0 I ¢rn o BELOW FOOTING PROVIDE III III NOTES: ---J Z¢aD SLEEVE AND CONCRETE AS PIPE BELOW FOOTING BACKFILL T 1. THE CONTRACTOR SHALL BE RESPONSIBLE 2I \ O '• SHOWN.MORE THAN T-0" FOR SHORING,SHEATHING OR OTHERWISE >rn F PIPE,SEE SOIL pp> ' COMPACT BACKFILL OVER MAINTAINING THE SIDES OF THE EXCAVATION PIPE TO 90%AS APPROVED REPORT FROM CAVE-INS UNTIL ALL BACKFILL IS 1 m� cs CONCRETE CONTINUOUS FOOTING SCHEDULE PIPE BELOW FOOTING- BY SOILS ENGINEER OR USE COMPLETED PER SPECS. O o s SECTION VIEW STEPPED FOOTING BELOW PIPE BELOW BOTTOM SIZE REINFORCING PIPE 0�o F w DEPTH STRENGTH 0 a J Q Sc WIDTH (SEE NOTE 2) TOP BOTTOM PC(PSI) COMMENTSf- CF2C 2'-0' 1'-0" - (3)#5 CONT.LONG.AND#5 BARS AT 4,500 16"OC TRANSVERSE /�PIPES PERPENDICULAR TO FOOTING AND STEMWALLS /�EXCAVATIONS PARALLEL TO FOOTING CF3C 3'-0" 1'-0.. (4)#5 CONT. 4,500 - G v CFSC 5'-0" 1'-0" - (6)#5 CONT.LONG.AND#5 BARS AT 4,500 AT OFFSET FOOTING, SCALE:NTS SCALE:NTS 18"OC TRANSVERSE SEE FOUNDATION DETAILS CF6C 6'-0" 1'-4" (7)#5 CONT.LONG.AND#5 BARS AT (7)#5 CONT.LONG.AND#5 BARS AT 4,500 - 16"OC TRANSVERSE 18"OC TRANSVERSE TS1C 1'-0" 10" - (2)#5 CONT. 3,000 CONCRETE SLAB SCHEDULE — STRENGTH _MARK THICKNESS REINFORCING f'c(PSI) COMMENTS W FOOTING DOWELS (2)"D"MIN THIS POINT _ • _ _ SHALL MATCH VERTICAL SHOWN ON 'tea-'�a p - 4"SOG 4" 6x8 W2.9xW2.9 WWF 4,000 SEE NOTE 1 aQ WALL REINF IN GRADE, PLAN THUS: p O SIZE,SPACING AND �� 3 NUMBER,TYP O CLASS SEE NOTE 1 CORNER BARS TOP REINFORCING, LAP SPLICE (L)MAY BE USED WHERE OCCURS 1�a N IN LIEU OF BENT - ~ DOWELS :a. ..'.. REINF SHALL MATCH - CONTIN000SFOOTING tp REI NFORCING IN SIZE ANDNUMBERf NOTES:1. DISTRIBUTE REINF EVENLY IN FOOTING - 90°HOOK, - 2. INCREASE FOOTING THICKNESS,AS NEEDED,TO ACHIEVE REQUIRED FOOTING TYP �'a. •s �, (2)"D'MIN EMBED OR FROST DEPTH SHOWN ON FOUNDATION DETAILS. 3 3. AT THICKENED SLABS THE WIDTH DENOTES SOIL BEARING DIMENSION AND TO z SLOPE TO THE BOTTOM OF SLAB AT 1 TO 1 ANGLE;.MIN THICKNESS FROM SOIL CORNER INTERSECTION NOTES: C y1 BEARING TO TOP OF SLAB 1'-0"MIN CLASS'B' 1. WELDED WIRE FABRIC SHALL BE PLACED 1 1/2"CLEAR FROM TOP OF CONCRETE. 2. Pc IS A 28 DAY CONCRETE STRENGTH. O. 4. fc IS A 28 DAY CONCRETE STRENGTH: NOTES: LAP SPLICE 3. W/CM IS 0.40 FOR SLABS UNO. 5. W/CM IS 0.45 FOR FOOTINGS UNO. 1. USE TENSION LAP SPLICE,SEEe S2.02 O 1 FOOTING SCHEDULE STEPPED FOOTING AT FOOTINGS AND STEMWALLS C CONCRETE SLAB SCHEDULE SCALE:NTS 4 SCALE:NTS J SCALE:NTS DOWEL SIZE AND SPACING FOR DIAMOND-SHAPED LOAD PLATES CONTROL JOINT SPACING LAYOUT TOOLED JOINT PAINT SLAB EDGE N VARIES FIRST POUR WHERE EXPOSED WITH BOND m Z SLAB DEPTH DIAMOND LOAD PLATE DIAMOND LOAD PLATE SPACING SLAB MAXIMUM CLEAR DISTANCE COLUMN OR BREAKER BEFORE m Z. (INCHES) DIMENSIONS(INCHES) CENTER TO CENTER(INCHES) THICKNESS FOR SAW CUTS W COMMENTS WALL FACE SECOND POUR - <6" 1/4"x4 1/2"x4112" 18" 4" 12'.0" OR AS DIRECTED PER ACI 360 MIN ?' •`z , -r• ..- 7"-8" 3/8'x4 1/2"x4 1/2" 18" COVER ONCRETE AT - •- ,a,• 9"-11" 3/4"x4 1/2"x41/2" 20" STRUCTURAL STEEL III—III—III—III (n o z7 o _______i------ z - 3/4"DIA x 16"LONG SMOOTH BAR #4 CONT ". ..a.:\gyp ,�.-(.'-F.: -. �z OIa �z 1 �z W AT EDGES DOWEL 24"ON ONE SIDE OF JOINT ONLY OC,GREASE DOWEL , '' •� ¢I~ y I Z O SECTION CONSTRUCTION JOINT sE� 01 S 1 ° TOOLED JOINTS�x m rn }•' I WIDE FLANGE COLUMN, EXPOSED AREAS T HSS COLUMN,PIPE OR Q WIDE SAW CUT WITHIN g Z 12 HOURS OF rn y I CONCRETE COLUMN PLACING CONCRETE v V ° NOTES I �2 SEE PLAN OR SCHEDULE Z 1. FOR CONSTRUCTION JOINT AND CONTROL JOINT,SEE 6 EMBEDDED 52.01 I DIAMOND DOWEL® DIAMOND DOWEL m Z _ PLATE SIZE AND POCKET 2 WHERE PLAN CONFIGURATION DIFFERS FROM ABOVE,CONTRACTOR TO SUBMIT Lu SPACING,SEE PROPOSED POUR SEQUENCE TO STRUCTURAL ENGINEER FOR APPROVAL. l L L L J ° TABLE °NOTES: 3. AVOID RE-ENTRANT CORNERS AT CONSTRUCTION AND CONTROL JOINTS. '- a 1. DIAMOND DOWEL SYSTEM®IS 4. DIAMOND DOWEL SYSTEM 0IS MANUFACTURED BY PNA CONSTRUCTION - SLAB JOINT,SEE(_6 W —III- `- III- III—III CONSOLIDATE MANUFACTURED BY PNA TECHNOLOGIES,INC.OR ENGINEERED APPROVED EQUIVALENT.SEE 30'-0"MAX 30'-0"MAX 0 U CONCRETE UNDER CONSTRUCTION TECHNOLOGIES,INC. 7 CONSTRUCTION CONTROL JOINT FOR CONTINUOUS POUR EACH DIAMOND PLATE OR ENGINEERED APPROVED EQUIVALENT. S2 01 FIRST POUR SECOND POUR JOINT 52.01 0 W ALTERNATE JOINT REINFORCING STANDARD METHOD OF PLAN = u 2 6 SLAB JOINT INFORMATIONTo 2 CONSTRUCTION p POURING SLAB ON GRADE 9 ISOLATION JOINT AT COLUMN N m SCALE:NTS SCALE:NTS O SCALE:NTS SCALE:NTS J LL J P W U) �2 LL OUTLINE OF EFFECTIVE O� Z Z ___OPENINGS,TVP-- ,4`b�Q. Z �3 -- - -� 0 Z d >d' d >d' d d >d' (1)#5 AT MID-DEPTH Q O OF SLAB,TYP AT THIS POINT m 2'-0"MIN 2'-0"MIN OPENING: EACH CORNER TYPICAL TOP OF SHOWN SQUARE, CONCRETE SLAB 1'-6"MIN ON PLAN =-1- d --- RECTANGULAR OR (2)#5 CONT SLAB ON GRADE ELEVATION,ROUNDOPENING SEE PLAN4'-0"MAX FINISH GRADE �,LDIMENSIONTYP OR PAVING - .h j V-6"MIN >< • -L —III mg mz —III= .p w3 Q W I;�'• _ a III III—II I—III I I W WD(OR d)=OPENING DIAMETER N rz (� WHERE SPACING OF OPENINGS IS<3D a 9¢ QWSEE NOTE 1 w F 2 rnO SLAB �w¢ III WOOMNOTES: w o a¢¢ U 1. ALL ABOVE CONDITIONS REQUIRE(1)#5 TOP AND BOTTOM ADDED TRIM BARS Q I- 8"MIN w O¢ ALL AROUND THE EFFECTIVE OPENING EXTENDING 1'-6"BEYOND THE EFFECTIVE - 0, ¢ Z OPENING EACH SIDE TYP(DIAGONAL BARS ARE NOT REQUIRED) PLAN VIEW Q 2. •CLEAR DISTANCE BETWEEN OPENINGS MIN 4"CLEAR U Q 3. OPENINGS IN WALL OR SLAB MUST BE A MINIMUM OF 6"OR 2D EDGE DISTANCE, NOTES: WHICHEVER IS GREATER. 1. BOXED-OUT OPENINGS,BOXED RECESSES AND PIPE SLEEVE CLUSTERS SHALL BE TREATED AS FRAMED SLAB OPENINGS. E/V G //V E E R//V G PROJECT#:4200 MULTIPLE OPENINGS PERPENDICULAR TO SLAB DATE:05/15/15 . ,' Eeat-,p,.k Dr.,Ste.103 - - 1 O AND/OR WALL i REINFORCING AT OPENINGS IN SLAB ON GRADE y n EDGE OF SLAB CONDITION(NON-BEARING) _ DEPRESSED SLAB CONDITION Midi..ID M2 DRAWN BY:DF/AH I SCALE:NTS I SCALE:NT6 I G SCALE:NTS SCALE:NTS f,z2 M�21s1 jme 15WO0 SCALE:As indicated fnx 20&2B&2182 DCE Pm' �+ 1 2 3 4 5 6 7 8 9 10 1 11 C2.01 1 I 2 I 3 4 1 5 1 6 7 8 9 10 11 Sowat Qp`<F'S�OEN fO��F�` CONCRETE PIER SCHEDULE CONCRETE WALL SCHEDULE y N WIDTH LENGTH REINFORCING STRENGTH PIER REINFORCING STRENGTH MARK "ID "L .VERTICAL HORIZONTAL f'c(PSI) TYPE COMMENTS MARK THICKNESS VERTICAL HORIZONTAL f'c(PSI) COMMENTS M1115 O O PR1620C 1'-e" 1'3" (4)#5 #3 AT 8"OC 4,500 A - W8C@8 6" #6 AT 8"OC #6 AT 12"OC,CENTERED 4,500 Q• N PR2550C 2'-l' 4'-2" (11)#5 M AT 12"OC 4,500 B W8C@16 8" #5 AT 16"OC #5 AT 12"OC,CENTERED 4,500 - r7y 9TF OF tOP OQ� W9C@16 9" #5 AT 16"OC #5 AT 12"OC,CENTERED 4,500 9TyAm HA1 03/15 NOTES: 1. FOR REINFORCING MINIMUM CLEARANCES,SEEK33 2. fc IS A 28 DAY CONCRETE STRENGTH. 52.02 Z 3. W/CM IS 0.45 FOR COLUMNS/PIERS UNO. N o O y 3 3 �cco �w� NOTES OTE : I.. @ 1. PROVIDE ADDITIONAL REINF TO MATCH CMU PILASTER ABOVE,WHERE OCCURS,SEE PLAN. o^L o O<c7 " 2. fc IS A 28 DAY CONCRETE STRENGTH. C>F w TYPE An TYPE B 3. W/CM IS 0.45 FOR WALLS UNO. O Y y W J 2 F- CONCRETE PIER SCHEDULE AND SECTIONS CONCRETE WALL SCHEDULE O J y SCALE:N'I S 2 SCALE:NTS 7'-8"FOR#4 2'-2"FOR#5 - TIES AND STIRRUPS ONLY: 2'-7"FOR#8 I #3:D-1 1/2" CONCRETE w #4:D 2" 0.1+ #5:D=2 1/2' 111 z #6:D=3" 90°HOOK TIE OR TIE LAP AT FRAME REINFORCEMENT CLEAR COVERAGE STIRRUP ¢a COLUMN AND GIRDERS REQUIREMENTS AT EXTERIOR CONCRETE CLR COVER CLR COVER CLR COVER CLR COVER CONDITION CLEAR Nm SEE TABLE SEE TABLE SEE TABLE SEE TABLE COVER CONCRETE CAST AGAINST EARTH 3" CONCRETE CONCRETE CAST AGAINST FORM P50P9 0�ts 4d OR AND LEFT EXPOSED TO EARTH OR O w w WE 21/2"MIN • .4" '` 0� #5 BAR AND SMALLER 1u2° 1350HOOK 1351HOOK SEISMIC 900HOOK 180°HOOK w TIE OR STIRRUP TIE OR STIRRUP w'm O #6 BAR AND LARGER 2" > r2.`d' m _ 1.NOTES:LL BENDS SHALL BE MADE COLD. D==86d FOR#3 TO#e 1 0 w 0 - - 2.. #14 AND#18 BARS SHALL BE BEND Dd FOR#9 TO#11 TESTED AND APPROVED PRIOR D=10d FOR#14 TO#18 C TO BENDING. MAX OFFSET BEND PRINCIPAL REINF y 0 3 MINIMUM EXTERIOR CONCRETE COVER OVER REINFORCING ,1 STANDARD HOOK AND TIE DETAILS SCALE:NTS 4 SCALE:NTS REINF BAR EXTEND BAR AS FAR AS POSSIBLE AND REINF BAR- BEND WITH 90- MIN TENSION EMBED LENGTHS,(fdh),FOR STANDARD HOOK STANARD END HOOKS ON GRADE 60 BARS I WHEREWCANNOT GENERAL USE CL FACE OF BE ACHIEVED BAR NORMAL W E G(HTOCONC CONCRETE,fc(psi) G N-SEISMIC) CL SUPPORT � - STANDARD FACE� HOOK SIZE 37000 4,000 5,000 6,000 7,000 8,000 ZU ¢0 W< 12d OR NOTES: SUPPORT #3 6" 6" 6" 1.. 6 6" Q id 12"MIN 1. LAP SPLICE LENGTH VALUES ARE BASED ON ACI 318 CHAPTER 12,GRADE 60 REINFORCING BARS AND 1 #4 8" 7" 6" 6" 6" 6" z 3`U NORMAL WEIGHT CONCRETE. I #5 10" 9' 8" 7" 7" S. ROE NF �T 2. CASES 1 AND 2,WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT,CONCRETE COVER AND THE T=AsF T=AIsF #6 12" 10" 9' 8" S. 7" 12" CENTER TO CENTER SPACING OF THE BARS DENOTE: FACE OF Y Y #7 14" 12" 11" 10" 9" 9" cn i"MAX- 1" SUPPORT #8 16" 14" 12" 11" 10" 10" uj MAX CASE is CONCRETE COVER>1.0 db AND CENTER TO CENTER SPACING>3.0 db. NOTES: #g 18" 15' 14" 13" 12" 11" 6"r CASE 2: CONCRETE COVER,1.0 db AND CENTER TO CENTER SPACING>3.0 db. 1. FOR STANDAR HOOK ,�y SIZES,SEE #10 20" 17' 15" 14" 13" 12" m-U �p,I ' M 3. LAP SPLICES OF DEFORMED BARS AND DEFORMED WIRE IN TENSION SHALL BE CLASS B SPLICES EXCEPT 4 #11 22" 19. 17" IS. 14" 14" 0 < ---MMM--4-,4�'-k- REINF THAT CLASS A SPLICES ARE ALLOW ED WHEN ONE-HALF OR LESS OF THE TOTAL REINFORCEMENT IS S S2.02 #14 37" 32" 29" 27" 25" 23" L� �^"¢z SPLICED WITHIN THE REQUIRED LAP LENGTH. 3 BEAM COLUMN 4, db=NORMAL DIAMETER OF A BAR. IL #18 50" 43" 39" 35" 33" 31" ♦� 5. TOP BARS ARE HORIZONTAL REINFORCING WITH MORE THAN 12"OF CONCRETE CAST BELOW THE BAR. V BOUNDARY,COLUMN AND BEAM 6. OTHER BARS ARE ALL VERTICAL REINFORCING,ALL HORIZONTAL WALL REINFORCING AND HORIZONTAL D c REINF SPLICE DETAIL REINFORCING WITH LESS THAN 12"OF CONCRETE BELOW BAR. NOTES: Lu U 7. SMALLER BAR LAP LENGTH MAY BE USED WHEN SPLICING DIFFERENT SIZE BARS. 1. SIDE COVER>2112 INCHES. CC B. LAP SPLICES ARE NOT PERMITTED IF MECHANICAL SPLICES ARE SHOWN, 1$O°HOOK 90°HOOK 2. END COVER 90°HOOKS>2INCHES. G 9. NON CONTACT LAP SPLICED BARS SHALL NOT BE PLACED TRANSVERSELY FURTHER APART THAN 1/5 OF 3. FOR SIDE COVER<2 112 INCHES AND END COVER<2% ® THE REQUIRED LAP SPLICE LENGTH NOR 6 INCHES. MULTIPLY THE TABULATED VALUES BY 1.43. V o 12d OR 10. LAP TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS UNLESS OTHERWISE SHOWN. (r- CA a1 2 MIN -lit EMBEDMENT LENGTHS FOR HOOKED BARS 6 SCALE:NTS N Q m ta LL LLIWALL OR SLAB REINF SPLICE DETAIL z z (4)#5 VERTICAL, SEE NOTE 1 `C TYP UNO CORNER BARS MAYBE O USED IN LIEU CASE 1 CC CASE 2 OF BENT DOWELS w ca BAR SIZE BAR SIZE w fc PSI GRADE 60 #3 #4 #5 #6 #7 #8 #9 #10 #11 Pc PSI GRADE 60 #3 #4 J38" 46" t6" 7 #9 #10 #11 " TOP 22" 29" 36" 43" 63" 72" 81" 91" 101" TOP 32" 43" 121" 136" 15l" m z 90'HOOK,TYP J 0"I 3,000 OTHER 17" 22" 28" 33" 48" 55" 62" 70" 78" U a� 3,000 OTHER 25" 33" 93" 105" 116" J J z w rri in TOP 19" 25" 31" 37" 54" 82" 70" 79" 87" z w�j rn TOP 28" 37" 705" 118" 131" INTERSECTION DOUBLE MAT CORNER Q m<aF= 4,000 OTHER 15" 19" 24" 29" 42" 48" 54" 61- 67' m<aI=-= 4'0� OTHER 22" 29" 81" 91" 101" 0 m o w? 5,000 TOP 17" 22" 28" 33" 49" 55" 63" 70" 78" O y w w? 5,000 TOP 25" 33" 94" 105" 117" 2#5 VERTICAL, NOTE 1 SEE z w J$ OTHER 13" 17" 22" 26" 37" 43" 48" 54" 60" z g> OTHER 19" 28" 72" 81" 90" ALTERNATE NP UNO POTHER 15" 20" 25" 30" 44" 50" 57" 64" 71" w 0 0 TOP 23" 30" 85" 96" 107" BENDS,TYP >6,00012" 16" 20" 23" 34" 39" 44" 49" 35" >6,000OTHER 1W 23" 66" 74- 82" `, : - <.v W 28 37 47' 56" 8V 93" 105" 118" 131" TOP 42" 56" 70" 84" 122" 139" 157" 177" 795" o 3,00022" 29 36' 43" 63" 72" 81" 91" 101" 3'�0 OTHER 32" 43" 54" 64' 94" 107" 721" 136" 151" ww O m 24zmI " 32 40" 48" 70" 80" 91" 102' 113- a m TOP 36' 48" 60" 72" 106" 121" 136" 153" 170" w p Z w m 4,000 m m 4,000 z z m 19" 25 31" 37" 54" 82" 70' 79" 87" z m OTHER 28" 37" 47" 56" 81" 93" 105" 118" 731" Q 22" 29" 36 43" 63" 72" 81" 91" 101" O n TOP 33" 43" 54" 65" 94. 108" 122" 137" 152" j° V m Q 5,000 w o 5,000 z 1T 22" 28" 33" 49" 55" 63" 70" 78" z OTHER 25" 33" 42" 50" 73' 83" 94" 105" 117" Iw- TOP 20' 26" 33" 40" 58' 66" 74- 83" 93" TOP 30' 40' 49" 59" 86" 98" 111" 125" 139' INTERSECTION SINGLE MAT CORNER 6,000>Q000 OTHER 15" 20" 25" 30" 44" 51" 57" 64" 71" 2t OTHER 30" 30" 49" 46. 66. 76' 85' 98" 107" NOTES: USE TENSION LAP SPLICES,SEE 5 sz.oz �CN E E F? /N-G REINFORCED BAR SPLICE LENGTH AND STRAIGHT DEVELOPMENT LENGTHS SCHEDULE,. - 1 . .. .. :. . ,.. '. .. ;. aaaEseCup°�a1.D�.,s1e.las PROJECT 5�5150 NORMAL WEIGHT CONC,Ed CONCRETE WALL INTERSECTION REINFORCING Me,d�°12181 DRAWN 3/4 DFiAH '. _ P1,208288-z181 SCALE:.3/4„=/1'-0" SCALE:NTS - SCALE:NTS .,20&288-2182 DUPmj-ISWCM 1 I 2 I "3 4 5 6 1 7 8 1 9 10 I 11 CL.U2 a J 1 2 3 4 5 6 7 I 8 9 10 11 Sg\GNAL pN MASONRY WALL SCHEDULE MASONRY DESIGN STRENGTH SCHEDULE TENSION DEVELOPMENT AND LAP SPLICE LENGTH, td,SEE l/S2.11 QOF LENS ADDITIONAL 2'-0"MIN ALTERNATE HOOK 9 4! REINFORCING F'm= GROUT MORTAR BLOCK' td(FOR MASONRY ONLY) �(2)#5 VERTICAL WHERE POSSIBLE n HORIZONTAL STRENGTH 1,500 PSI 2,000 PSI 1,800 PSI TYPES 2,000 PSI CMU f'm BAR LOCATION BAR SIZE-GRADE 60 o MARK VERTICAL (BOND BEAMS) I'm(PSI) COMMENTS 2,000 PSI 2,500 PSI 1,800 PSI TYPE S 2,500 PSI THICKNESS (PSI) IN CELL1 #3 1 #4 #5 1 #6 1 #7 1 #8 BAP POSITIONER OR EXP:07/31/15�0 _ 04 W8M@24 #5 AT 24"OC #5 AT 46"OC 11500 2,500 PSI 3.125 PSI 2,500 PSI TYPE S 3,125 PSI CENTER 16" 21" 26' 43" 60" 72" EQUAL AT 200db MAX #3 BAR p 9T P C W8M@32 #5 AT 32"OC #5 AT 48"OC 1,500 - 3,000 PSI 3,750 PSI 2,500 PSI TYPES 3,750 PSI 8 1,500 EDGE 16' 24" 39" 54" 63" 72" N VFOR ERTICAL)BING AR (2)#5 ygryAN fiAo��o� = 3,500 PSI 4,375 PSI 2,500 PSI TYPE S 4,375 PSI �? HORIZONTAL BAR VERTICAL 03/15 49000 PSI 5,000 PSI 2,500 PSI TYPE S 5,000 PSI ADDITIONAL PROVIDE CLEANOUTS HORIZONTAL REBAR IN CONTACT w (2)#5 VERTICAL AT BOTTOM COURSE 90-HOOK F WITH VERTICAL REBAR rn OPEN END FOR GROUT POURS V BLOCK,TYP GREATER THAN V-0" Z F HORIZONTAL O czi O BAR JAMB OR WALL END PLAN u _a to o CORNER INTERSECTION 0�a M NOTES: dQow 1. ALL REINFORCING CALLOUTS ON FOUNDATION PLAN IS CONTINUOUS TO TOP OF 1. THE DESIGN STRENGTH I'm SHALL BE 1,500 PSI UNLESS NOTED OTHERWISE IN VERTICAL Q a m o WALL,UNO. THE DRAWINGS.THE f'm SHALL BE VERIFIED BY THE PRISM METHOD PER THE (2)STANDARD WALL REBAR Zp y m 2. ALL REBAR CENTERED IN EACH CELL,UNLESS NOTED OTHERWISE. 2, ADOPTED MUM REQUIRED ODE. COMPRESSIVE STRENGTHS FOR GROUT,MORTAR NOTES: BLOND BEAM 3. ALL WALLS TO PROVIDE DOUBLE BOND BEAMS AT FLOORS,ROOFS AND(2)#5 1. TENSION LAP PLICE PER O r N AT TOP OF WALLS. AND BLOCK. SCHEDUL HIGH UNITS >S 4. SOLID GROUT ALL MASONRY WALLS. ���//��----���� 3. 'MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS ON THE NET AREA. 3 ONLY O m C7 4. MASONRY STRENGTHS SCHEDULE,SE u 4. THESE STRENGTHS ARE MINIMUM REQUIREMENTS ONLY.IF GREATER 52.11 HORIZONTAL p - STRENGTHS ARE REQUIRED TO REACH THE REQUIRED I'm FOR THE COMBINED WALL REBAR ��y-y�••O a w 52.11 SYSTEM,THESE GREATER STRENGTHS SHALL BE USED. 2. db=BAR DIAMETER TENSION DEVELOPMENT AND LAP SPLICE BOND BEAM BLocK SECTION O W 5 (AT ALL HORIZONTAL REBAR) 0 z r MASONRY WALL SCHEDULE n MASONRY STRENGTH SCHEDULE LENGTH(FOR MASONRY ONLY) PLAN DETAIL-CMU WALL INTERSECTIONS SCALE:NTS G SCALE:NTS SCALE:NTS SCALE:NTS D,MIN SPAN>6'-0" D,MIN 1.5H OR 24'-0" Q� ... CONTROL JOINT WHICHEVER IS LESS CONTROL JOINT SPACING D,MIN SPAN<6'-0" 8 - --- pi SEE 52.11 aQ� NOTE 1 CERAMIC FIBER CAULKING GASKET CAULKING BLANKET JOINT BACKING LL 8 7 JOINT BACKING 52.11 52.11 CAULKING 3/8,� BACKUP ROD RECTANGULAR BUILDING PLAN 1.5H OR 24'-0" C WHICHEVER IS LES CONTROL JOINT SPACING MASONRY CAULKING MASONRY 'k1/2"MAX CONTROL WALL -F\1/2" INTWIDTROL WALL JOINT WIDTH 1/2 CONTROL BACKUP ROD JOINT WIDTH CONTROL JOINT--" JOINT SPACING CAULKING WALL CONTROL JOINT FOR RATINGS UP TO AND INCLUDING 4 HOURS FOR RATINGS UP TO AND INCLUDING 2 HOURS NOTES: 1. HORIZONTAL REINFORCING CONTINUOUS THROUGH JOINT ONLY AT ELEVATED FLOOR LINES AND ROOF LINES,LEDGERS OR LINTELS. G W 2. MAXIMUM LINEAR SHRINKAGE=0.00065(INIIN) NOTES: NOTES: _ 3. H=WA LL HEIGHT. 1. ARCH TO PROVIDE METHOD TO SEAL JOINT BEYOND 1. ARCH TO PROVIDE METHOD TO SEAL JOINT BEYOND �• D=DEPTH OF LINTEL IRREGULAR BUILDING PLAN WHAT IS SHOWN IN DETAIL. WHAT IS SHOWN IN DETAIL. V G 5 CONTROL JOINT ELEVATION AND PLAN c PLAN DETAIL-CMU WALL CONTROL JOINT FIRE RATED MASONRY CONTROL JOINTS SCALE:NTS V SCALE:NTS SCALE:NTS TYP WALL # REBAR �TOP BARS AS EQUIRED I CAULKING 318" VERTICAL REINF MBEDMEN CONTROL JOINT TYP WALL WHERE OCCURS, #5 MIN MINIMUM SEE p NOT STANDARD 9 GAGE WITH MILL ¢ e VERTICAL BAR GALVANIZED FINISH-LOCATE AT TOP OF 1ST COURSE.ONE SEE NOTE 2 52.11 LINTEL BLOCK 'CURSE BELOW TOP OF WALL EMBEDMENT SCHEDULE WITH A MAXIMUM 200 VERTICAL ANCHOR BOLT OR DO NOT CONTINUE NELSON STUD BOLT CIA MIN EMBED LINO LINTEL BLOCK BAR DIAMETERS.ALLOWS fd OR 2'-0" IN POSITION BAR AT CENTER OF 1/2" 4" BEYOND JAMB WALL OR EITHER SIDE OF 7 y 5/8" 5" STANDARD 80' c O A BARS TYP MASONRY SHOWN, OR AS NOTED IN MORTAR JOINT CAVITY.STANDARD SIZES FIT �' 3/4" 6" BEND IF HORIZONTAL 8"AND 12"BLOCK-OTHER SIZES @OAT CONCRETE IS 7/8" 6' DEVELOPMENT SCHEDULE SECTION RAKED 1/2"DEEP REINF ON REQUEST.THEY CAN BE �7q EMBEDMENT J FABRICATED TO POSITION NOT POSSIBLE OPENING SECTION DOUBLE VERTICAL BARS AND/ SEE NOTE 3 (2)#5 JAMB BAR TYP UNO, a OR DOUBLE HORIZONTAL BARS. THESE BARS SHALL BE REQUIRED FOR REINFORCED CONTINUOUS BETWEEN NOTES: L13 MASONRY BY BUILDING CODE NOTES: NOTES: 1. MINIMUM BOLT SPACING SHALL BE 12 BOLT DIAMETERS UNO,MINIMUM EDGE LATERAL SUPPORTS OR 1. PROVIDE E #5 AT OPENING 1. ARCH TO PROVIDE METHOD TO SEAL JOINT BEYOND AND MSJO DISTANCE SHALL BE 6 BOLT DIAMETERS. BETWEEN FLOORS SILL.EMBED AS SHOWN FOR 2. 1"MIN GROUT ALL AROUND BOLTS IN MASONRY SHELL. I LINTEL REINFORCING. WHAT IS SHOWN IN DETAIL. 3. GROUT CELL FOR A MINIMUM OF 6"ABOVE AND BELOW THE BOLTS. PROVIDE DOWELS TO IIIGGG""""' 0 - 4. ANCHOR BOLT TO BE HOOKED OVER MIN(1)HORIZONTAL BAR. •�.'. MATCH AND LAP VERTICAL WALL,JAMB AND C PILASTER REINFORCING CO 0 PLAN DETAIL-CMU WALL CONTROL JOINT WITH ANCHOR BOLT AND NELSON STUD EMBEDMENT = Q p REINFORCING 9 BAR POSITIONER DETAIL 1 o-CMU i MASONRY WALL OPENINGS AND DETAILS a) '0 2' O SCALE:NTS SCALE:NTS I SCALE:NTS I SCALE:NTS L J J J= LLL Q n MASONRY PILASTER SCHEDULE MASONRY LINTEL SCHEDULE z rn z THICKNESS WIDTH REINFORCING STRENGTH PILASTER OPENING DEPTH REINFORCING STRENGTH V T LLj MARK "T" '1N" VERTICAL HORIZONTAL TIE SETS fm(PSI) TYPE COMMENTS MARK WIDTH "D" TOP BOTTOM STIRRUPS Pm(PSI) COMMENTS P818M-A 8" 18' (2)#5 BARS #3 TIE SET AT 8"OC 1,500 A - 0'-0'-4'-0' 24" (2)#5 (2)#5 1,500 O P824M-8 8" 24" 3#5 BARS #3 TIE SET AT 8"OC 1,500 B - - 4'-1"-6'-0" 32" (2)#5 (2)#5 - 1,500 0 a0 L832M 6'-11"O�-0" 48" (2)#5 2#5 1,500 . (2)#5 1,500 Z O SEE TOP OF WALL NOTES: PLAN OR SILL ETC 1. TYPICAL LINTEL JAMB CONSTRUCTION,SEE 11 HORIZONTAL $2.11 NOTES: WALL REINF 2. MASONRY STRENGTH SCHEDULE,SEE 22 1. SEE PILASTER TYPES BELOW FOR REINFORCING PLACEMENT. "W" W" 5211 2. ALL REBAR CENTERED IN EACH CELL,UFO. 3. PILASTERS SHOWN ON 2ND FLOOR ARE TO BE CONT TO FOUNDATION,UNO. 4. MASONRY STRENGTHS SCHEDULE,SEEe ® - E T F sa11 � HORIZONTAL HORIZONTAL O 6 TIE SETS TIE SETS LINTEL REINF TYPE A TYPE B ENGINEER/At CG PROJECT1/15 . ' DATA:05/15/15 ' - - - - - 440 Ent Corprare D�.,Ste.103 -MASONRY PILASTER SCHEDULE AND SCOS ETIN LINTEL SCHEDULE AND SECTIONS Me60aa1D83"2 DRAWN BY DF/AH S C U D yn2o -2181 SCALE:AS indicated 1 //► • - 1 L SCALE:NTS � - - ". � - - - 1 3 SCALE:NTS ' - � - .. � fex zo8-28a2se-21az DCE rro)ecr.15wenl 1 2 3 4 5 6 7 8 9 10 I 11 tS72'.'11) 1 2 3 4 5 6 7 8 9 10 11 D- ASS\ONAL ^a STEEL BASE PLATE SCHEDULE aQ�� \oENSF d9 �! PLATE WIDTH LENGTH MARK TYPE THICKNESS W. "L" ANCHOR BOLT COMMENTS 1 To Bpi A 3/4" ITIT (4)3/4"DIA.x TEN NT �O cal BPz I B 1 3/4" 12" 10^ (4)3/4"DIA.x s"EMBED. NON-SHRINK GROUT SCHEDULE I 1/4"TYP oy9rF of\OP oQa m BASE PLATE MIN NON-SHRINK 9ry `t`� tO = •"`'A"' '- ',"`^ MIN DIMENSION GROUT THICKNESS STIFFENER 11, - AN NAV O6/03/15 NOTES: EXPANSION ADHESIVE 16"AND LESS 11/2" PLATE 3/8.1 1. ANCHOR BOLTS AND GROUT SCHEDULES,SEE 2 TYP LINO 1 1/2" 1 1/2" 1 1/2" 1 112" BOLT ANCHOR 17"-23" 2^ 7 F TYP TYP TYP TYP 52.21 24"-35" 21/2" ale TYPICAL L W p a a KC ANCHOR BOLTS, 38"AND OVER 3" _ oa USE HEAVY HEX HEAD O _ 1/4 MiN° BOLT OR THREADED - a os ROD WITH HEAVY HEX $ ve mINc NUT AT EACH END DENOTES 3"DIA BASE PLATE I GROUT HOLE NEAR EXTEND PLATE CENTER A OF BASE PLATE MAY BE Q o C 1/2^CLR o NON-SHRINK GROUT - (REQUIRED) REQUIRED CONNECTIIONS Q a y a' m LEVELING NUT O _ 7 AS REQUIRED HSS COLUMN HSS COLUMN w •'g- NOTES: ofr8mo ¢ iva �� SPOIL THREADS TWO 1. MINIMUM GROUT THICKNESS SHALL BE 2 NOTES: CENTERLINE OF CENTERLINE OF PLACES BELOW NUT, TIMES THE ANCHOR BOLTS DIAMETER. 1. USE LARGER PLATES AND WELDS AS MAY BECOLUMN f COLUMN `'" WHEN NUT IS USED. - 2. MINIMUM GROUT STRENGTH SHALL BE REQUIRED BYBEAM CONNECTION SCHEDULE. TYPE A TYPE B 1'c=7,000PSI. W ANCHOR BOLT o y a W (7 BASE PLATE SCHEDULE AND DETAIL TYPICAL ANCHOR BOLTS DETAIL AND NON SHRINK GROUT SCHEDULE STIFFENER PLATES O T SCALE.NTS //� ^{ L.SCALE:NTS V SCALE:NTS STEEL BEAM CONNECTION SCHEDULE STEEL ROOF DECK SCHEDULE oQQ� NOMINAL SIDE COMPOSITE/ SINGLE PLATE CONNECTIONS ALL-BOLTED DOUBLE ANGLE CONNECTIONS TOTAL SIDE LAP S MEMBER NON-COMPOSITE NUMBER OF SHEAR PLATE SIZE OF NUMBER OF BOLTS AND ANGLE MIN.SIDE MEMBER WEB MIN.MAIN MEMBER WEB OR THICKNESS, DEPTH OF CONNECTION AT CONNECTION AT CONNECTION END DEPTH BEAMS BOLTS AND SIZE THICKNESS FILLET WELD SIZE AT EACH LEG THICKNESS THICKNESS(SEE NOTE 5) FLANGE THICKNESS(SEE NOTE 5) MARK GAUGE AND TYPE SLAB PERP.BEARING PARALLEL BEARING (SEE NOTE 2) BEARING COMMENTS �= 6" NON-COMPOSITE (2)3/4"DIA. 5/16" 114" (2)3/4"DIA. 5/16" 0.23 0.23 1 1/2'20GA 20 GA HSB-36 N/A WELD 36/4 WELDED AT 18^OC VSC AT 24"OC 2"MIN. 8" NON-COMPOSITE (2)3/4"DIA. 5/16" 1/4" (2)314"DIA. 5/i6" 0.23 0.23 ty 18" NON-COMPOSITE (5)3/4"DIA. 5/16" 114" (5)3/4"DIA. 5/16" 0.3 0.3 21" NON-COMPOSITE (6)3/4'0IA. 5/16, 1/4" a 3/4" IA. 5/16" 0.35 0.35 O NOTES: 1. DECK SHALL BE CONTINUOUS OVER 3 SPANS(4 SUPPORTS)WHENEVER POSSIBLE. 2. VSC=VERCO SIDELAP CONNECTION NOTES: 1. BOLTS SHALL BE A325N,UNO. 2. ALL WELDS SHALL NOT BE LESS THAN AISC MIN REQUIREMENTS. O W 3. E BOLT DIAMETER. 0�U 4. USE SHORT SLOTTED HOLES IN HORIZONTAL DIRECTION IN ONE END OF BEAM,ONO. SIDE LAP 5. CONTRACTOR TO UPSIZE THE BEAM AS NECESSARY TO MIN WEB THICKNESS AND CLOUD DURING SHOP DRAWING PROCESS FOR ENGINEER REVIEW. ATTACHMENT d G 4TYPICAL BEAM CONNECTION SCHEDULE DETAILS G STEEL ROOF DECK SCHEDULE SCALE:NTS J SCALE:NTS OPENING#1 WELD SUPPORTING 2"MIN 1/2"CLR MEMBERS,TYP SEE NOTE 4 SEE NOTE 4 EQUALS THICKNESS -- - - - - _�CIOSURE CLOSURE �_____ asloss �OF ANGLE 1/2"DIA NET - ____ _ TYP a1a 2"MIN 2"MIN PL1/4 ALL PL1/4ALL PUDDLE EFFECTI WELDS VE 5'-0"MA - AROUND AROUND - FRAMING MEMBER A I. ADDED FRAMING IS NOT REQUIRED FOR J EACH VALLEY AND A TYP TYP MEMBER, SEE TABLE OPENINGS WHERE LONG OPENING DIMENSION _ a18 ?12 .16 2.12 12"OC PARALLEL _ _ _ MEMBER A, FOR OPEN IS LESS THAN 8". DECK CENTERED DECK SPLIT d EDGES,TYP C SEE TABLE MEMBER B, WEB JOIST, ale 2. FOR STRUCTURE REQUIRED TO SUPPORT OPENING OPENING SEE TABLE SEEQD MEMBER C, MECHANICAL UNIT GRAVITY USE C6x8.2 (PREFERRED) L u STEEL DECK SEE TABLE UNDER ENTIRE PERIMETER UNO ON PLAN.AS 2"MIN OPENING#2 z-o"MAX' SECTION A SECTION B SECTION C A MINIMUM PROVIDE C6x8.2 UNDER ENTIRE 1 1/2"MI PERIMETER OF CURB. WELD 2"MIN CONTINUOUS SEE MEMBER E ;P,- B TYP 3. SEE MECH.FOR EQUIPMENT MOUNTING, 14 GA PLATE 2"MIN 1/2"CLR: ATTACHMENT OPENINGS,ETC. ZrZ ,- SIZE TABLE MEMBER SIZE TABLE 3-5IDES ale MEMBER B 4. COMPOSITE SLAB G.WHERE SEEHARD PLANS 6"DIA OR A SERIES TYP aleTME OPENING#1(5'-0"MAX) AND ARCH DRAWINGS.WHERE HARD ROCK 2"MIN OF PENETRATIONS MEMBER TAG MEMBER SIZE CONCRETE OCCURS PROVIDE 3/4"DIA x 8" LESS WITHIN AN 8" JOIST TOPa1a MEMBER A NELSON HEADED STUDS AT 24"OC. THAN 2" Z SQUARE MAX IS CHORD A C6x8.2 5. CONNECTION AT TOP CHORD PANEL POINT. Q CONSIDERED TO + tO g JOIST WEB B L4x3x1/4 LLV IF NOT AT PANEL POINT,FIELD INSTALL DECK NOT CENTERED WELDS AT (� ` BE A SINGLE ." C L7x4x1/2x0'-3"LLV MIN L2x2x1/4 FROM POINT OF LOAD TO NEAREST DECK PARALLEL TO BEAMS MEMBER (PROVIDE 1/2"WELDED L PANEL POINT ON BOTTOM CHORD,SE Lu OPENING TYPICAL ANGLE TO ANGLE OR L4x3x1/4 LLV SEE NOTE 5ER C, ANGLE TO CHANNEL WELD PLATE WHERE REQUIRED TO SHORE JOIST DURING WELDING. UJ e"MAX BLE MEET DIMENSION REQUIRED S2.22 C.l EXTEND ANGLES ) NOTES: (4)FLUTES PAST T-6"MIN CLR OF SECTION D PLAN VIEW E OPENING#2(2'"0"MAX) 1. SEE STEEL DECK SCHEDULE FOR WELDING NOTES AND OTHER DETAILS. OPENING,TYP ADJACENT OF A L3x3x1/4 O ED 0 p7 W- TYPICAL OPENING IN STEEL DECK DECK WELDING DETAIL W 00 6SCALE:NTS SCALE:NTS N �/ J� Q /S� J U Q W w cm lL y cm`L >?Z Q T F O Z V! m Z O U LLi Z Z p U J W LJA H a N E E R/N G PROJECT#:4200 .. - DATE:05/1515 - 44U E.st Co.polete Dr ' - Meridlen lD 83a42 DRAWN BY,DFiAH SCALE:ASe. indlcate d o2 OCE Pmjxe 15WC 1 I 2 I 3 I 4 I 5 I 8 I 7 I . . 8 I 9 I 10 I 11 92". 1 ' 1 2 1 3 1 4 1 5 6 7 8 9 10 11 rn FOSS E At FN� STEEL JOIST SCHEDULE-ALLOWABLE STRESS DESIGN 2A TYP 4° O o FFm �! BEARING SERVICE SERVICE ADDITIONAL 7 AT CORN R PSF � SEAT DEPTH, TOTAL LOAD LIVE LOAD DEFLECTION AXIAL LOAD, AT CORNERSS o MARK DEPTH SEE NOTE 1 (1.W TL) (1.0'LL) TYPE REQUIREMENTS SEE NOTE 6 COMMENTS a d, E%P:PABI/IS O 14K 263/158 14" 21/2" 263 158 A 1.5K OF PO 2 F OQ p = 14K350/210 14" 21/2' 350 210 A 2.OK HAN RAC o 14K 169/102 14" 21/2" 169 102 , 2.OK W 24K 169I102 24" 21/2" 169 102 A,B 1.OK 24K 283/158 1 24" 21/2' 263 158 A,B 1.51K 24K 334/200 24" 21/2' 334 200 A,B 2.OK - A,TYP 24K 342/205 24" 21/2" 342 205 A,8 2.OK - MINIMUM ZONE 2 PERI PSF CC 24K 350I210 24" 21/2" 350 210 A,B 2.OK HIGH END AROUND PERIMETER O 26K 169/102 26" 21/2' 169 102 A,B 1.0K - 12"END OF SEAT SLOPE SEAT DEPTH ZONE 1=-34.0 PSF a 26K 263/158 26" 21/2" 275 165 A,B 1.5K END OF SEAT "X"92 "d" NOTES: w 1. UPLIFT PRESSURES LISTED 0 a M 26K 334/200 28" 21/2" 334 200 A,B 2.OK - 12. SLOPE 3/8" 31/2" ARE SERVICE LOADS,1.0'W. O 26K 342/205 26" 21/2" 342 205 A,B 2.0K "X" F_ 2. WIND LOAD WAS DETERMINED m 26K 350/210 26" 2112" 350 210 A,B 2.OK X�� < IN ACCORDANCE WITH THE j c SLOPE ¢ 1/2" 31/2" O 6 U 1" 3 1/2" ASCE 7-10 EQUATION(30.5-1), .- BASEDONAMINIMUM 11/2' 4" EFFECTIVE WIND AREA OF = O 100 SQUARE FEET. y 2" 4" 3. WIND LOAD SHALL BE APPLIED O Y S rs COMBINATION, LOAD 4 p -�`---"` 2 V2. 4�� �m� q^ I STANDARD 3" 4 1/2" 4. A= STANDARD I -IN^ EEDO SIID SSARWG SEAT 31/2" 41/2" 0 STEEL GIRDER SCHEDULE-ALLOWABLE STRESS DESIGN SUPPORTsr TURE O A z M 4" 41/2" ROOF UPLIFT WIND PRESSURE DIAGRAM FOR },�a BEARING POINT LOADS ADDITIONAL JOIST DESIGN SEAT DEPTH, #OF DEFLECTION 4 yr 1U J`"�' MARK DEPTH SEE NOTE 1 BAYS P7 P2 P3 t14.7Kl P6 P7 TYPE REQUIREMENTS COMMENTS LOW END WITHOUT TOP CHORD EXTENSIONS HIGH END WITHOUT TOP CHORD EXTENSIONS 5" 5" 44G 6N 12.8K 44' 7 1/2" 6 12.BK 12.SK 12.5K 12.5K 12.8K C SCALE:NTS 44G 6N 13.1K 44' 7112" 8 3.2K 8.4K 9.9K 13.1K 12.8K C - 51. 51/2" TCX END OF SEAT END OF SEAT�1�-TCX 44G 6N 14.4K 44' 71/2" 6 14.4K 14.1K 14.1K 14.1K 14.4K c _ 6" 51/2" SNOW DRIFT SCHEDULE a 44G 6N 14.7K 44" 71/2" 6 3.6K 7.1K 11AK 14.7K 14.4K C - 12" 12" ro SLOPE� TH SLOPEr MARK DRIFT LENG DRIFT LOAD AT PEAK .X" F A 8'-y„ 34.7 psf UNIFORM SNOW UNIFORM POINT °d B 8'-3" 32.5 psf -1 I 5'-5" Q'1 LOAD DRIFT LOAD LOAD p ; w o 1 11 a a a a C 21.5 sf w DRIFT p� a "LENGTH" a q• ADDITIONAL ¢ 4" STANDARD SNOW DRIFT o STANDARD -INSIDE EDGE OF BEARING SEAT AND SUPPoRTSTRuoruRE WALL ROOF tp TYPE A TYPE B TYPE C � OOE OF SUPPORT STRUCTURE SEE NOTE(2)FOR PROJECTION OF -E TION G SLOPE RATES LOW END WITH TOP CHORD EXTENSIONS HIGH END WITH TOP CHORD EXTENSIONS GREATER THAN 6:12 NOTES: 1. DENOTES FLAT JOIST BEARING SEAT DEPTH.WHERE ROOF IS SLOPED 3/8"PER FOOT OR MO 2. RE,SEE@ z MAXIMUM LIVE LOAD DEFLECTION U380 FOR FLOOR JOISTS AND U240 FOR ROOF JOISTS,UNO. 300 3. SNOW DRIFT MECHANICAL LOAD REQUIREMENTS ARE REFERENCED ON PLAN AND SNOW DRIFT 52.22 z O Si SCHEDULE. a. SP=DENOTES SPECIAL LOADING CONDITIONS PROVIDED ON TYPE PROFILES. O y= c 5. JOIST SELF WEIGHTS HAVE BEEN INCLUDED IN TOTAL LOADS LISTED. O N w 6. STEEL JOISTS AND JOIST BEARINGS TO RESIST A HORIZONTAL FORCE ACTING PARALLEL TO THE JOIST AS NOTED IN THE TABLE.THE FORCE LISTED IS A SEISMIC SERVICE z o DO LOAD(1.0"E)CALCULATED IN ACCORDANCE WITH THE ASCE SECTION 12.11 AXIAL LOAD SHALL BE TRANSFERRED THROUGH JOIST SEATS AND GIRDER TOP CHORD. ROOF JOIST <O 0 �^ 7. WHERE JOISTS ARE PARALLEL TO PARAPETS UNIFORM SNOW DRIFT LOAD HAS NOT BEEN INCLUDED. OR TRUSS S. ALL DEAD LOAD DEFLECTION SHALL BE CAMBERED. 1 JOIST/GIRDER SCHEDULE SLOPED JOIST SEAT SCHEDULE �I S SNOWDRIFT SCHEDULE 1 SCALE:NTS `F FIELD BOLT JOIST TO (2)3/4"DIA THRU BOLTS, REQUIRED JOIST BEARING 2 1l2" GIRDER AT COLUMN FOR ERECTION ONLY PER SJI REQUIREMENTS wpm Ire FOR K SERIES.WHERE REOUIRED asC MIN EACH GIRDER ErvO Ire PANEL POINTS BEARING IS NOT AVAILABLE 1 AT KJOIST DECK WEB MEMBER PROVIDE SPECIAL JOIST SEATS z^Ar sJlMw /17 u+Jolsr JOIST asc MIN p KJOIST 3I1B 1' "MAX BRIDGING PER JOIST MANUF. PLATE 3/4xCOLUMN WIDTH+6"xJOIST BEARING WIDT 3" 3" I I BRIDGING (n WHERE CONCENTRATED LOAD CONNECTIONS PER DOES NOT OCCUR AT PANEL JOIST MANUF. J POINTS ADD Lt-1/2x1-1/2x5/18 TYPICAL RECOMMENDATIONS I� Q CONCENTRATED L L3x3x3/18 JOIST EACH SIDE,OR MATCH JOIST a sloes BOTTOM FLANGE AT JOIST WEB MEMBERS,WHICHEVER IS LOADNE OCCUR i �16 MIDSPAN OF BEAM LARGER,FROM POINT OF AT PANEL POINTS CONCENTRATED LOAD F L3x3x1/4 BRACE AS NEAREST PANEL POINT ON I RECOMMENDED BY va MJ.IST GIRDER, OPPOSITE CHORD RISC MIN PLATE 1/4x3x0'-3" JOIST MANUF,TYP 3-SIDE y18 2 SEE PLAN TYP U Y18 2 911e 2 GIRDER 1/a DO NOT WELD W NOTES: PLATE 3/4x8z1'-0' 1. POINT LOAD SHALL NOT EXCEED 200 Les. NOTES: STABILIZER O Z 1. COORDINATE ROOF SLOPE W ITH PLAN. WITHOUT ENGINEERS WRITTEN PERMISSION. o 3: (M 5 TYPICAL JOINT REINFORCEMENT DETAIL G BRIDGING JOIST BEARING AT BEAM JOIST CONNECTION TO GIRDER 9 TYPICAL GIRDER AT INTERIOR COLUMN N J SCALE:NTS V SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS Q LL N J J J W Lu N< Z = ° z 0 U r� op L2x2x3/16 BRACE 1/4"PLATE _� UNO ON PLAN Q J ale z ale 2 Trp JOIST Luj u W6 2 ) 2te 2 PL1/4" Y/e a N E E R/N G. PROJECT#:4200 DATE:05/15/15 .. - .. - •' - .. .. - 4aD ee.o co,po�are O�.,sce.108 - i O WBEAM BOTTOM FLANGE BRACE b,e ID836' CALF.AS indicated I .- 2 SCALE:NTS - - .. '. ` .>2De-288-218z OCE Pwj� 15WCm DRAWN BY:DF/AH SCALE: r� 1 2 3 4 1 5 1 6 1 7 1 8 1 9 I 10 ( 11 c2.22' a 1 2 3 4 5 6 7 8 9 10 11 es\ONAI py DESCRIBES SHAPE OF COLD-FORMED STUD WALL SCHEDULE TRACK #12 ON EACH SIDE OF N MEMBER: BRIDGING OR ATTACHMENT, EACH STUD,UNO TOP TRACK WHERE 'x 1 In E S=STUD OR JOIST STUD TRACKATTACHMENT TRACK ATTACHMENT SHEATHING/PLYWOOD APPLICABLE c MARK SPACING TO STEEL TO CONCRETE BRACING REQUIREMENTS COMMENTS WHERE SIZE NT :07131115 O C T=TRACK W382S737-33@24 1'-4" CSC SCREWS AT Z#10 382T750-3A3T WITH - FASTEN AND AT MIDSPAN USING TSN OF WALL SPEOCFIED, �ygfTF OF\O��OQ� O U-CHANNEL VERTICLIP WITH(2)SHOTPINS INTO CIVIL ---- REFER TO HAN AAA 6/03/15 x AND(2)#12 SCREWS INTO STUD :I:I SCHEDULE F-FURRING(HAT CHANNEL) W400SI62-54@16 1'-4" 400TI50-54 WITH#10 40OT150-54 WITH 1/2"DIA.x V-0"OC - BRIDGING--, TYPICAL WELD DETAIL F �-• SCREWS AT 12"OC 9"EMBED.ANCHOR BOLT AT J Z-ZEE PURLIN W600SI62.54@16 1'-4" BOOTI50-54 WITH#10 60OT150-54 WIITTH 1/2"DIA.x 8'•0"OC - SEEDER = o DESCRIBES FLANGE WIDTH SCREWS AT 12"OC 9"EMBED.ANCHOR BOLT AT cc " DESCRIBES MEMBER IN 1/100INCHES 48"OC STUDS MINIMUM MEMBER THICKNESS FILLET WELD O a DEPTH IN 1/100 INCHES (EXAMPLE:1 5/8".182x1/100) WBOOsi62-54@18 1'-4" BOOT750-54 WITH#10 800T150-54 WITH 1/2"DIA.x a'-0"oc _ OF CONNECTED PARTS SIZE'X'N FOR"T"TRACK SECTIONS DESCRIBES MATERIAL SCREWS AT 12"OC 9"EMBED.ANCHOR BOLT AT INCHES W DEPTH IS INSIDE TO 48"00 JAMB GA MILS INCHES F g m INSIDE DIMENSION. THICKNESS IN MILS. 4 20 GA 33 0.033 NOT PERMITTED (a(�M (EXAMPLE:6"=600x1/100) 6005162-54 WHERE IEMIL 1/10001N.)LS WBOOS200-54@18 1'•4" eSCREWS AT 12HOC BEMBED ANCHO BOLT AT T200-54 WITH 1/2"DIA.x 8'-0"OC - 8E 3P 18GA 43 0.043 1I18" � OF p 48"OC 16 GA 54 0.054 3/32" ��y ww 5 o OR 12 GA 97 0.097 1/8" QLLza= 6"xl 5/8"X16GA STUD 10 GA 120 o.1zo va" 0 DESCRIBES DESCRIBES TYPE AND NOTES: 6" NOTES*WELDING SHOULD BE DONE USING E60XX ELECTRODES. O FZ o C C7 MEMBER DEPTH SECTION TO BE USED 1. COLD-FORMED STUD WALLS ARE TO BE CONSTRUCTED PER SCHEDULE.SEE ARCH FOR NON-BEARING WALLS. O¢O 2. ALL WELDING PROCEDURES SHALL BE IN a 2. WHERE JOISTS OR TRUSSES ARE BEARING DIRECTLY ON TOP TRACK,ALIGN STUD UNDER EACH JOIST/TRUSS. ACCORDANCE WITH THE AWS AND AISI. O rY 3 O Y DESCRIBES DESCRIBES MATERIAL i'r'O t-W FLANGE WIDTH THICKNESS IN GA TRACK BOTTOM O w ATTACHMENT TRACK 1 COLD-FORMED STEEL MEMBER IDENTIFICATION n COLD-FORMED STUD WALL SCHEDULE COLD-FORMED WELDING SCHEDULE SCALE:NTS G SCALE:NTS SCALE:NTS STUD (2)#8 SCREWS (2)#8 SCREWS a AT 30"OC AT 30"OC ND —" TUD (2)#8 SCREWS EWS AT EACH LEG OF 1 1/4"x STUD WIDTH x CLIP TO CRC STUD GAUGE TRACK 4Q LL AND STUD BLOCKING AT 8'-0"OC STUD SHEATHING, TRACK STUD TRACK STUD OR FRAMING SEE PLAN TRACK TO AND SCHEDULE 1 1/2"x 18 GA CRC MATCH WALL TYPICAL CORNER STUD GAUGE TRACK (2)#8 SCREWS AT54E�A 2"x 20 GA FLAT STRAPEACH STUD EACH SIDE OF WALLSTUD OR CONCRETE 3" ANCHOR OR TRACK TO #BSCREWBOLT MATCH WALL STUD G UGE STUD STUD AT 30"OC STUD WITH KWIK TRACK - BRIDGE PUNCH BRIDGING CLIP, SYSTEM LENGTH.STUDm DEPTH () w wo EACH SIDE TRACK TRACK C #8SCREW 11/2"x 16 GA CRC #8 SCREWS AT G w AT 30"OC STUDS EACH siuo TYPICAL INTERSECTION g CRC FLAT STRAPPING G 4 PLAN DETAILS AT WALL INTERSECTIONS C BOTTOM TRACK ANCHORAGE BRIDGING AT STUD WALL SCALE:NTS V1 SCALE:NTS 6 SCALE:NTS EDGE DISTANCE #12 MAXIMUM EDGE OF,_--_ q w SCREW CONCRE �...''1b r�� ••-'.. ' mo EDGE hi 9•..-1 : w y DISTANCE o _ MINIMUM EDGE o FASTENER DISTANCE TO SPACING zz COLD-FORMED , O MEMBER TO BE COLD- (J) rn THE SAME AS a J LLN FOR SCREW FORMED FASTENERt MEMBER MINIMUM MEMBER THICKNESS CONNECTIONS SPACING OF CONNECTED PARTS SCREW CONNECTION A SHOT PIN CONCRETE B ~ CONNECTION MINIMUM FASTENER MINIMUM FASTENER W DESCRIPTION SPACING EDGE DISTANCE TYPE w EDGE EDGE OF Q SCREWS INCOLD- 3/4" 3/8" A -STEELMEMBER (W7 DISTANCE MASONRY (1)FASTENER FORMED STEEL EDGE w N TOP OF PER SHOT PINS IN CONCRETE 4" 3" B DISTANCE COLD- o MASONRY INDIVIDUAL r SHOT PINS IN STEEL 1" 1/2" C I FORMED CELL SHOT PINS IN MASONRY 1 PIN PER INDIVIDUAL 4" D m cWi M MBER I CONCRETE MASONRY O COLD-FORMED Z UNIT CELL wy "I• LEDGER Q 0 NOTES: OT FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS AND FASTENER 4 2 z ¢�0 •I W Cn V SPECIFICATIONS WHEN INSTALLING FASTENER. SPACING F U i MORTAR C J 2. IF MANUFACTURER REQUIRES LARGER SPACING OR EDGE '�a ¢ JOINT C AT DISTANCE,THOSE SHALL GOVERN OVER DRAWINGS. LL rn O MOTAR NO NTS LINE OF WES SHOT PIN STEEL C SHOT PIN MASONRY D of cMu = W w;S CONNECTION SPACING AND EDGE DISTANCES �" = a 00 7 cn R — SCALE:NTS (f� J J � LL J W —� N LL z a °2 Z O _ ❑ W W m � cn 0 W O 1113 4. O U a N E E R/N 3 PRpJI=CT#:4200 DATE!0�/15/15 . - ..- • 406eat Cote ,Dr..9k. 4 DRAWN BY:DF/AH ' . 1 .• .• •.. •' -. .. - - ' I..208-28tl 2182 DC9 ojttt 15WC01 SCALE:AS Indicate Handle.ID "2 .• ph 208,288-2181 S d • Pr 2 I 3 I 4 I 5 I 6 i 7 1 8 1 9 1 10 I 11 C2''31 a 1 2 3 4 5 6 7 8 9 10 1104 S�pNpLp �0S NCi COLD-FORMED JOIST SCHEDULE e° `DENS F #B SCREW TO TOP 4 9 JOIST TO LEDGER BRIDGING OR FLANGE OF EACH JOIST CONNECTION LEDGER LEDGER TO STUD SHEATHING/PLYWOOD 1 w LEDGER �tJQ III TRACK,SEE 1 N :0)I31115 O c MARK JOIST SIZE (SEE NOTE 1) TRACK SIZE CONNECTION BRACING REQUIREMENTS COMMENTS CONNECTION QPO III s2a2 v N J600S162-54 600S162-54 14 GA STIFF CLIP LB 60OT125-54 (2)SCREWS AT EACH PROVIDE FULL-DEPTH BRIDGING TO STUD \aG5 II Oy 9TF OF\!D-°Q AN RAC m STUD AT MIDSPAN SEE �'� 1 I X Y'i FEXTEND OR FIRST(3)BAYS TOP TRACK I ArN 3/15 • X #8 SCREW TO TOP _ 52.32 A8� jj i \ ��I I I I r FLANGE OF EACH JOIST TOP II •I TRACK Z w III\ ��I iil II �Ov I I 1� I II.1 1Y 0 w �—am$ it l I \ STIFF SLIP OR CUT FLANGES, P �� STIFF CLIP w BEND WEB OF BLOCKING I • M CLIP AND CONNECT TO JOIST Q LEDGER TRACK AND �1.�a o III WITH(2)#10 SCREWS 10"MI CONNECTION TO STUD, I-1-o y" III Y i JOIST :EE@ �O¢BLOCKING TO MATCH GAUGE AND DEPTH OF STUD JOIST TO ALI w NOTES: STUDS FIRST TWO BAYS WITH STUD o 1. CLIPS SHALL BE MANUFACTURED BY THE STEEL NETWORK OR EQUAL. STUD ®ry. LL.LL 2rNY N W J 7 1 COLD-FORMED JOIST SCHEDULE TYPICAL PARALLEL JOIST TO WALL TYPICAL PERPENDICULAR JOIST TO WALL �U} SCALE:NTS G SCALE:NTS SCALE:NTS - t ` 6"STRAPxJAMB WIDTHx \ USE THIRD STUD I SAME GAUGE AS JAMB. ��WHERE APPLICABLE EACH SIDE OF JAMB AT 24" PROVIDE STIFFCUP I OC 1 #8 SCREW AT :MANUFACTURED MANUFACTURED R EQUAL WITH(4)#108 1 24"OC PUNCHOUT PUNCHOUT w I SCREWS AT EACH STUD rN, I I JAMB STUDS, �. AT 24"OCEWS T z #8 SCREW EACH z I 1 SEE SCHEDULE WIDE FLANGE, _ _ (4)SHOT PINS 1 HSS,OR SIDE OF EACH STUD #8 SCREW EACH I I CHANNEL SIDE OF EACH STUD 3/18"MIN 11. I J STRUCTURE CLOSURE PLATE JAMB STUDITRACK _. I (3)#8 SCREWS SEE SCHEDULE N {0 AT EACH STUD STRAP OPTION TRACK OPTION TRACK OPTION �NSHOT SHOT PIN PLAN VIEW zza ELEVATION PLAN VIEW AT 16 OC3"MIN1/2"MI PIN WITH 1 1/4" HISS,WIDE FLANGE, P .� TRACK,SEE e EMBED AT 16"OC CHANNEL OR ANY A36 STEEL 1"MIN I USE THIRD SHOT PIN S2.31 I 1 STUD WHERE AT 24"OC JAMB STUD APPLICABLE CONCRETE STEEL w STRAP OPTION SEE PLANS STEEL STRUCTURE STRUCTURE STRUCTURE o a ELEVATION WELD OPTION PLAN VIEW aS C 4 TYPICAL JAMB CONNECTION TOP TRACK TO STRUCTURE c STEEL STUD ATTACHMENTS STIFFCLIP CONNECTION SCALE:NTS SCALE:NTS V SCALE:NTS SCALE:NTS 2" 0 J 1 1/4"x STUD WIDTH x STUD GA,BUT NOT LESS THAN 16 GA TRACK (2)#10 SCREWS, _ AT 12"OC z Q NOTES: Cn 1. THIS DETAIL SHOULD ONLY BE USED Lu SPECIFICALLY REF.ON PLAN. W W uj 0 8 BACK TO BACK TRACK DETAIL O cocc. ❑ SCALE:NTS C Q Q IL J W Lu N Z m mZ 05 m J Lu W H in W O LL 6 J O V a E7 A/CN E E R /N G PROJECT#:4200 t DATE:05/15/15 • -.. - .. - - - - 4U Eat Co,a z D,SN.,103 DRAWNBY:DFlAH Mme-8 t rn28-2lel SCALE:As indicated ,.zoe-zsn-nsz r � i I 2 I 3 I 4 I 5 1 6 1 7 1 8 1 9 I 10 I 11 `:S2.32 a 1 2 3 4 5 6 7 8 9 10 11 Sg10NAt e GRID yam,- '�" GRID SHEET NOTES aQ°Q��\`ENS Cy9 . 11 FACE OF CMU- FLUSH WITH L01 1 FACE OF CMU FOUNDATION In DOWELS TO MATCH SIZE A. SEE SHEETS SO.00-SO.01 FOR GENERAL NOTES,MATERIAL SPECIFICATION AND N :01l81/15 O FLUSH WITH DOWELS TO MATCH SIZE AND SPACING OF VERTICAL SPECIAL INSPECTION NOTES. FOUNDATION AND SPACING OF VERTICAL EXISTING CMU M02 p'YT P°QQ WALL REINF FOR LAP M02 2,q R OF\O M WALL REINF FOR LAP WALL SPLICE SCHEDULE SEEe B. THE DIMENSIONS SHOWN HERE APPLY TO STRUCTURAL ELEMENTS ONLY, THAN ftP'( _ SPLICE SCHEDULE SEEe C33 C33 SEE ARCH.PLANS FOR ANY DIMENSIONS NOT SHOWN. 06/03/15 = S2.11 CONCRETE LAP M02 52.71 M02 C01 .SPLICE,SEEe C01 COi - C. SCHEDULES AND TYPICAL DETAILS,SEE: C01 CONCRETE: SEE S2.00's SERIES SHEETS G03 gp pp x x MASONRY: SEE S2.10's SERIES SHEETS �Z C �rx G03 STEECOLDL: SEE S2 20 SER ES SHEETS FORMED STEEL: SEE S2 30's SERIES SHEETS O I� III L I�I II G 121 —I 4"GAP 1 • ..•III xl I III — III III III _cc a a CONCRETE LAP--_ 1 EwsnNG Goz coz v Go2 KEYNOTE SYMBOL LEGEND: �- o SPLICE,SEE( CONCRETE SLAB ¢c O 5202 C05 EXISTING COS C05 CO6 WA WHERE APPLICABLE �QOF O CONCRETE CO3 CO3 c CO3 FOOTING t O CO3 0 DENOTES ELEMENT SIZE AND INFORMATION IS PROVIDED ON PLAN AND/OR APPLICABLE SCHEDULES. o yc X## KEYED NOTES C31 C30 —� �— 11i —I C30 C3, III—III- C30 C30 —III' III III CO7 REINFORCED CONCRETE SLAB ON GRADE' 0 Y I' CO2 REINFORCED CONCRETE SPREAD FOOTING' oO Z w S STEM WALL AND FOOTING AT EXISTING 0-a 1 STEM WALL AND FOOTING AT 8"CMU WALL n BUILDING RAISED STEM WALL AT VENEER ^ RAISED STEM WALL AT VENEER CO3 REINFORCED CONCRETE CONTINUOUS FOOTING ` �U J N SCALE:NTS L SCALE:NTS SCALE NTS 4 SCALE:NTS C05 REINFORCED CONCRETE STEM WALL' r C06 REINFORCED CONCRETE PIER' @ SOi S01 M02 S01 C30 90 DEGREEE STANDARD HOOK — S12 EXISTING CMU---,. S12 C31 BEND REBAR ALTERNATE WAYS INTO FOOTING ISOLATION JOINT, C32 WALLC32 SEE DETAIL e —ISOLATION JOINT, RUN HORIZONTAL ISOLATION JOINT, C32 NON-SHRINK GROUT & IL C01 20 S12 5201 SEE DETAIL y STEM WALL SEE DETAIL 8 #4 DOWEL 20"� co, e REINFORCING e C33 1"CHAMFER AT 24"OC Cap 52.01 CONTINUOUS S2.01 G03 C01 THROUGH PIER C01 C34 PROVIDE(6)#5 LONGITUDINAL BARS EVENLY SPACED AND(6)#5 TRANSVERSE BARS AT 12"OC,CENTERED UNDER COLUMN SUPPORT. - —III III III— III — G01 Z-6"MIN.FOOTING EMBEDMENT INTO SOIL,FOOTING EMBEDMENT IS MEASURED .d. I IF, FROM LOWEST ADJACENT GRADE AND DOES NOT INCLUDE ANY SUB-GRADE, N RUN HORIZONTAL - COS BEYOND 4aGAp, COS BEYOND•• EXISTING SAND OR ROCK. G02 STEM WALL CONCRETE SLAB REINFORCING C06 { CO6 G02 ALL FOUNDATION SUB-GRADE,BUILDING PAD,AND SITE GRADE INFORMATION TO OPTIONAL EXISTING 1 CONTROL JOINT CO3 _ .'a, CONTINUOUS CONCRETE BE COORDINATED WITH THE GEOTECHNICAL ENGINEER,CIVIL ENGINEER AND O CO5 1 s111—III III O THROUGH PIER CO3 BEYOND FOOTING ° C34 ARCHITECT. O s O 1 CO2 G03 FINISH GRADE OR EXTERIOR SLAB TO BE COORDINATED WITH CIVIL ENGINEER ra CO3 FOOTING WIDTH F� .AND ARCHITECT.. Oa _ Ow Oo C .. L01 STEEL STUD WALL ASSEMBLY INCLUDING STUD,TOP TRACK,BOTTOM TRACK 0 W G3, I—III—III— Cap 1-111-1117111 C30 I —I I- I—III-1 -1 III AND ATTACHMENTS` C30 M01 REINFORCED CMU WALLS' 0 M02 SOLID GROUTED REINFORCED CMU WALLS' 5 EXTERIOR FOOTING AT DOORWAY INTERIOR HSS COLUMN AT FOOTING HSS COLUMN AT CONCRETE PIER CONCRETE PIER AT EXISTING FOUNDATION S01 STEEL HSS SCALE:NTS V SCALE:NTS SCALE:NTS SCALE:NTS FACE OF CMU DOWELS TO MATCH FLUSH WITH SIZE AND SPACING CONCRETE CAP FOUNDATION OF VERTICAL WALL AND CONNECTION, REINF FOR LAP SEE ARCHSPL - p M02 SEEICEeSCHEDULE, 3 52.11 G03 M01 CONCRETE CAP (I AND CONNECTION, SEE ARCH .p III III IIIIII IIIIII — CONCRETE LAP COS SPLICE,SEE _ O52.02 III —I CO3IL ILL1.I� PROVIDE#5 DOWELS AT 8"OC M02 BEYOND �I a. z L3x3x1/4xCONT. �T=� C01 g WITHS/8"DIA.x6" 11 11 L •III EMBED.NELSON C30 STUDS AT 12"OC J 24 a M02 DOWELS TO MATCH SIZE Q _ g AND SPACING OF VERTICAL #4 DOWEL 24r ® LU o Uj AT 24"OC III— —III—III WALL REINF FOR LAP ® LU 8 . STEM WALL AND FOOTING AT BUILT-UP CMU SPLICE SCHEDULE SEE( v 9 COLUMN G02 sz.,, I//—� Z o0 a7 SCALE:NTS ( OPTIONAL V J J III III—III #4 DOWELS @16"OC CONTROL JOINT PROVIDE 4"EMBEDMENT (2)#4 BARS #4 DOWELS @ 16"OC ,,ee'' F- n LQL AND SET WITH HILTI HIT- CONTINUOUS 8" PROVIDE 4"EMBEDMENT W HY 200 EPDXY g AND SET WITH HILTI HIT-HY Z ® Z U 200 EPDXY ` T 2� (2)#4 BARS CONTINUOUS F- a #4 HOOK BARS AT 24"OC G03 a a I I I—III—I �U .: U3/4"CHAMFER,TYP CO, - CONCRETE LAP o -' SPLICE,SEE 0 m #4 BARS AT 24"OC 5 N EACH WAY LPL COORDINATE STEP a , I• Z - CONCRETE LAP III— DIM ENSIONS AND o- III i III—I C05 —I 1 —� SPLICE,SEEe I I CO3 FINISH WITH ARCH. I'1�`� _ ~ \ CO3 O S2.02 #4 x CONT.TYP I \` G02 = G03 •..I IIII — - - „ III 1I1 11 C31 —I (2)#4 x CONT. 030 s �—III—III— c I I I .III I III—I I I� � a I—III- G02 NOTES: 1. PROVIDE VERTICAL CONTROL JOINTS SPACING AT 24'-O"OC MAX in 2. DOORS NOT TO BE HUNG FROM CMU. o ENG /NEEl4./NG `PR JECT#:4200 CMU LOADING DOCK RETAINING/SCREEN D TE:�05/15/15 m HoesecoporereD:,sce.toa DRA N•BY:DFAH 10 EXTERIOR CONCRETE STAIRS WALLAETAIC r}SECTION AT LOADING DOCK i CMU SCjRFEN WALL � G I Mer4lwn ID 83642 , .o Pt.Mli2WZ j -SCALE: 3/4"-1'-0" a - SCALE:NTS _ SCALE:NTS - - SCALE:NTS SCALE:NTS'• fax 208 zss-nsz DCE rojeci:15WC01 .. 1 2 3 4 5 6 7 8 9 70 I 11 S 01°' (L 1 2 3 4 5 6 7 6 9 10 1 11 Sg\ONAL pN N SHEET NOTES n! PLATE 1/2x8x0'-8"AT L4x4x14 ANGLE LEDGER, 4 9 M02 48"OC WITH(2)3/4" AT SPLICE SEEe L3x3x1/4 WITH(3)KWIK BOLT 3 WITH an ANGLE LEDGER, DIA.x 5"NELSON PLATE 1/2x6x0'-8"AT 48"OC 5"MIN EMBEDMENT EXPANSION BOLT. 6 C AT SPLICE SEE 5 STUDS AT 8,.GA 53.11 M02 WITH(2)3/4"DIA.x 5" SEE JOIST MANUFACTURER FOR A. SEE SHEETS SO.00-SO.01 FOR GENERAL NOTES,MATERIAL SPECIFICATION AND ;OTI91115 p N NELSON STUDS AT 6"GA LENGTH AND SPACING REQUIREMENTS SPECIAL INSPECTION NOTES. .r 2 53.11 M02 FOR ERECTION ON 3/4'DIA THRU OLTS, Oy9TTF OF L4x4x14 ANGLE LEDGER, B. THE DIMENSIONS SHOWN HERE APPLY TO STRUCTURAL ELEMENTS ONLY, `k. RISC MIN EACH GIRDER y4N 110 AT SPLICE SEEe SEE ARCH.PLANS FOR ANY DIMENSIONS NOT SHOWN. 1 S14 5311 C. SCHEDULES AND TYPICAL DETAILS,SEE: BOND BEAM, 4 2 fill MIN M04 w CONCRETE: SEE 52.00's SERIES SHEETS MASONRY: SEE 52.10's SERIES SHEETS 7 SEE PLAN GROUT AROUND ANCHOR 1 STEEL: SEE 52.20's SERIES SHEETS Z STUDS SHALL BE PLACED PL3/4xCOLUMN COLD-FORMED STEEL: SEE 52.30's SERIES SHEETS _ AT LEAST 2 HOURS AFTER WIDTH+31/2"xJOIST S14 O¢ THE GROUT POUR BEARING WIDTH a. BEARING PLATE IMMEDIATELY BELOW O _ 3/4x(JOIST BEARING vn s" a 2 '- KEYNOTE SYMBOL LEGEND: F•-t-"Q LENGTH+2")x1'•2"M11N L01 ate UaU r`r WITH(2)3/4"DIA x8" WA WHERE APPLICABLE Q O LONG ANCHOR PILASTER WHERE APPLICABLE: STUDS AT 8`GA OTHERWISE PROVIDE TYPICAL va ` DENOTES ELEMENT SIZE AND INFORMATION IS PROVIDED93 $ VERTICAL WALL REINFORCING BRIDGING PER JOIST Q CMU OR ON PLAN AND/OR APPLICABLE SCHEDULES. lot p>" IN(3)CELLS UNDER BEARING PLATE CONCRETE .MANUFACTURER a S08 WALL BRIDGING CONNECTIONS PER y N NOTES: L6x4x5/16x1'-0"WITH S10 JOIST MANUFACTURER X#N KEYED NOTES �ws 1. COORDINATE ROOF SLOPE WITH PLAN AND ARCH (2)3/4"DIA x 3 1/2"EMBED DO NOT WELD RECOMMENDATIONS L01 STEEL STUD WALL ASSEMBLY INCLUDING STUD 0pm J C7 2. GROUT JOIST POCKETS SOLID. EXPANSION ANCHOR L01 ,TOP TRACK,BOTTOM TRACK �y 8 m w 3. COORDINATE JOIST BEARING LENGTH WITH JOIST MANUFACTURER WITH VERTICAL SLOTTED NOTES: AND ATTACHMENTS` LL y Y AND LOCATE A MINIMUM 2"PAST THE CENTERLINE OF THE WALL. HOLES.PROVIDE AT FULL- STABILIZER HEIGHT AND MID-HEIGHT PL3/4x6x1'-O" 1. SEE PLAN,JOIST NOTES AND MANUFACTURER FOR BRIDGING NOTES. 0 OF COLUMN DECK LEDGER PERPENDICULAR L03 COLD-FORMED STEEL JOIST O}N y ^I STEEL JOIST POCKET AT 8"MASONRY WALL r�HSS COLUMN BRACING AT GIRDER TRUSS TO MASONRY WALL BRIDGING AT CMU WALL L12 STIFFCLIP LB OR BENT PLATE 2X2X74GAXO'-3"WITH(4)#12 SCREWS TO LIGHT I SCALE:NTS G SCALE:NTS SCALE:NTS 4 SCALE:NTS GAUGE STEEL AND(2)SHOT PINS TO STRUCTURAL STEEL M02 SOLID GROUTED REINFORCED CMU WALLS aA 8 (6)#12 SCREWS AT EACH STUD (2)#5 �EACH 'D ATTACH ROOF DECK TO M04 MASONRY BOND BEAM" WT6x8.5xAS REQ'D, r p BLOCKING WITH(4)#12 SCREWS AT EACH PIECE OF BLOCKING S02 STEEL WIDE FLANGE' 1'-8"MIN,EMBED ER S74 IN CMU = EE 3 L01 CMU VENEER, _ a TYP sne s S02 S2.21 SEE ARCH i 503 STEEL CHANNEL I S05 STEEL ANGLE va z I I I L03 808 STEEL PRE-MANUFACTURERED STEEL K JOISTS` A706 WITH 18 GA FULL DEPTH BLOCKING STAGGERED S10 .STEEL PRE-MANUFACTURERED JOIST GIRDER• HOOK 114 FIRST(2)BAYS AT 24"OC I WITH FLANGES CUT AND I WEBS BENT TO ATTACH TO S74 STEEL DECK" 1 1,2"NON- JOISTS WITH(2)SCREWS PL 1/4x4x0'-4" SHRINK j 3/4"PLYWOOD S14 c SOS GROUT SOLID GROUT POCKET SOS °D BEARING PL3/4"x8"xt'-0" I WITH(2)3/4"DIA x 8" L72 (3)#4 HAIRPINS NELSON STUDS AT 8"GA 24" SEE NOTE 1 COLD FORM PROVIDE#12 SCREW AT VRYI' S03 STEEL 803 ORE2EOC,MGN FLUTE, C VERTICAL REINFORCING, w SEE PLAN AND PILASTER I I SEE FRAMING, 0 NOTES: SCHEDULE I C 1. GROUT AROUND ANCHOR STUDS SHALL BEIII PLACED A MINIMUM OF 2 HOURS AFTER GROUT C -- 0 0 POUR IMMEDIATELY BELOW. y Zg G to SPLICE AT STEEL DECK LEDGER c DRAG STRUT STEEL BEAM PARALLEL TO WALL ENTRY CANOPY SIDE p SCREENWALL WITH CMU VEENER o 5V v a CONTINUOUS 16GA FULL DEPTH 80OT200.54 TRACK ANGLE 4x 12GA,PROVIDE BLOCKING AS SHOWN IN SCHEDULE 1_5x5x1/4 a PROVIDE 7/16" (4)#12 SCREWS AT STUDS L03 AT EACN SHEATHING WITH#10 i EACH SCREWS 0FJOI AT S74 ate JasT SCREWS F 12"EL OC EACH ROOF JOIST •� EDGE AND FIELD 1 C NAILING TO I va 2•12 EXTERIOR FACE OF I� STUDS AND ON BOTH SIDES OF STUD AT OI PARAPET F 'x (6)#128CREWS L12 G: I I- LAP ROOF JOIST WITH WALL STUD U S02 L01 SOS N DIAGONAL BRACE AT o EVERY JOIST, g SEE DETAIL e .y 60OS162-54 CROSS '> U BRACE AT 4'-0"OC I , L12 5222uj or 1/2"OSB ATTACHED TO 0 m STUDS WITH#10 SCREWS O AT 12"OC p O �� \\ BOOS162-54CROS5 2 Ly M BRACES AT 8'-0"GC Lr� 0MD - r V OD co N cp G.J ILu L12 CC J J QI G 1{7 i , I Q N LL W 3/4"PLYWOOD WITH I LL_ I— 'p #10 SCREW AT 6.00 I iLL. S02 AT SUPPORTED PANEL i O 0 EDGES AND AT 12"OC O m L72 AT ALL OTHER SUPPORTS 0 (4)#12 SCREW ui AT LAP,TYP UNO LL COPE BOTTOM ?+ FLANGE OF 1 600S162-54 ~ COLD-FORMED 1 \1 AT 24"OC STEEL JOIST 1 //2 2 i 0 (4)#12SCREW 2 •I •• •./ AT LAP,TYP UNO N L72 4) 60OS162-54 AT 24"OC HIT, SEE BOOS182.54 ANGLE 3x3x18 GA x Al 24"OC CONT WITH(2)#12 o SCREWS AT EACH U STUD AND AT EACH ' t�r1 a SUSPENDED WOOD JOIST TRELLIS,SEE ARCH PROJECT-4:'4200 • _ ` E N(3 //VEER/N G DATE;05/151 4 0 Ent Cur to Dr.,Ste.103 5 C�SECTION AT PARAPET _. Wrtdt„.1D8 6 oRAwry BY:of iAH gQ 7 SCALE:NTS a ^ - "^ f x208-288-218t92 pCe I .t5WCot SCALE:As indicated -, - .. _ a 208 288 2182• • - - Pro'ect' �+-? 1 3 4 5 6 I 7 I. .. 6'. I - 9 I 10 1 11 ,..S3.11 1 1 2 I 3 1 4 ( 5 1 8 I 7 1 S 9 1 10 I 11 gyVKNNAL aaK�Q�RRTSTFa. 6 HVAC SPECIFICATIONS MECHANICAL LEGEND vC I64 Ny A = PART 1 - GENERAL EQUIPMENT ® SUPPLY DIFFUSER 1 15 1.1 GENERAL INTENT 1.7 PROJECT CLOSE-OUT PART 3 - EXECUTION J FLEXIBLE DUCTWORK ~ A THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND A CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR ANY DEFECTS IN 3.1 EXAMINATION Iffffff RETURN GRILLE w EQUIPMENT,NECESSARY,R REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING, WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE OWNER. A. VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF ~ INSTALLATION AND TESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS DESCRIBED CONTRACTOR MUST ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED TO REPAIR OR REPLACE HIS THE ACTUAL EQUIPMENT TO BE CONNECTED. LINED DUCTWORK Z= WORK AS WELL/S WORK OF OTHER TRADES THAT MAY BE AFFECTED BY THIS REPLACEMENT. -------- ® EXHAUST GRILLE v HEREIN. B. LOCATIONS OF EQUIPMENT AND DEVICES,AS SHOWN ON THE DRAWINGS,ARE APPROXIMATE UNLESS B. SUBMISSION OF A PROPOSAL SHALL R CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS MADE A B. CONTRACTOR SHALL MAINTAIN A RQUNQ SET OF CONSTRUCTION DRAWINGS SHOWING DEVIATIONS DIMENSIONED;DO NOT SCALE DRAWINGS.EXACT LOCATIONS OF SUCH ITEMS SWILL BE DETERMINED BY - DEMO O`P THOROUGH EXAMINATION OF THE SITE,AND ALL EXISTING CONDITIONS AND LIMITATIONS WHICH AFFECT BETWEEN THE DRAWINGS AND INSTALLED CONDITIONS.THESE SHALL BE TURNED OVER TO THE OWNER AT THE ARCHITECTS REPRESENTATIVE AND/OR DETERMINED FROM SPECIAL DETAILS AND DRAWINGS.VERIFY _ THIS WORK.LATER CLAIMS SHALL NOT BE MADE FOR LABOR,EQUIPMENT OR MATERIALS REWIRED ACCEPTANCE OF THE WORK. / ROUND DUCTWORK BREAK w BECAUSE OF DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN C. PROVIDE THREE(3)COMPLETE SETS OF OPERATIONNOTIFY THE ARCHITIT OPERATION AND MAINTENANCE MANUALS.THESE ARE TO INCLUDE THE PHYSICAL DIMENSIONS EACH TEEM OF MECHANICAL EQUIPMENT TO PIT THE AVAILABLE SPACE AND O THERMOSTAT L a o ECT PRIOR TO ROUGHING-IN IF CONFUCTSUIP APPEAR.COORDINATION OF F - EXAMINATION. ALL EQUIPMENT CUT-SHEETS,MANUFACTURERS RECOMMENDED MAINTENANCE PROCEDURES, c� DIVISION 15 EQUIPMENT AND SYSTEMS TO THE AVAILABLE WIRING,EQUIPMENT,DUCTWORK,PIPING,ETC. w C. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT,GENERAL CHARACTER,AND LOCATION OF THE MANUFACTURERS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE LETTER AND CONTACT ® TEMPERATURE SENSOR DUCTWORK BREAK .E5 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,THE INSTALLATION SHAD. IS CONCEIVED WITHIN rn- OF FABRICATION BE PERFORMED.WHERE MINOR ADJUSTMENTS AC THE WORK ARE NECESSARY FOR PURPOSES INFORMATION. BUILDING CONSTRUCTION,OR EXPOSED IN MECHANICAL ROOMS,UNLESS OTHERWISE NOTED. � In �Qy OF ECOMPEN OR INSTALLATION R ITEMS,THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS WITH H NO D. PROVIDE THREE(3)REVIEWED STRUCT THENCE REPORTS R WAR AND D SYSTEMS AS F ALL 3.2 GENERAL INSTALLATION `�;l SMOKE DETECTOR ®®®®DUCTWORK RISE LL r ADDED COMPENSATION.WHERE SUCH ADJUSTMENTS AFFECT FUNCTIONAL OR D APPROVAL DESIGN R THE E. CONTRACTOR SHALL INSTRUCT THE OWNER ON THE OPERATION AND MAINTENANCE OF PLL SYSTEMS A PROVIDE ALL VALVES,DAMPERS AND CONTROL DEVICES REQUIRED TO COMPLETE BALANCING OF SYSTEMS WORK,THEY SHALL FIRST NI SUBMITTED TS THE ARCHITECT FOR RENEW AND APPROVAL PROVIDED UNDER THIS CONTRACT. IQ ¢z x D. SITE UTILITIES:THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION ENS OF VARIOUS BELONG PART 2 - PRODUCTS AS DESCRIBE IN THESE DOCUMENTS LE AS NON THE ASSOCIATED WTAI THE SYSTEMS TO BE ®0 CO2 SENSOR ©Q O a rn SERVICES.COORDINATE WORK WITH THE SITE UTILITIES CONTRACTOR TO ENSURE PROPER INVERT INSTALLED WHETHER SPECIFICALLY CALLED FOR ON THE DRAWINGS,DETAILS L SPECIFICATIONS OR NOT. < \ DUCTWORK DROP > 2.1 GENERAL _ R SHALL BE UNDERSTOOD,UNLESS SPECIFICALLY STATED OTHERWISE THAT A11 SYSTEMS INSTALLED ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE PAID SEPARATION WITHIN TRENCH WORK.NOTIFY ARCHITECT 0m V, OR ENGINEER OF ANY DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. A. DUCT B. ROUND DIMENSIONS ELBOWS MUST HAVE A CENTERUNE ARE NET FREE AREA. HALL COMPLYRADIUSS OFF NO LESS THAN 1.5 TIMES THE DIAMETER OF THE B. COORDINATE MECHANIWITH ICAL SYSTEMSNDUSTRY ,EQUIPMENT,ZED STANDARDS ND MATERIALS INSTALLATION WITH OTHER BUILDING MOTORIZED DAMPER SPIN-IN SUPPLY(WITH VOLUME O<v E COMPLY WITH ALL LOCAL AND STATE CODES REGARING SEISMIC SUPPORT AND ISOLATION.NOT ALL C)a w SEISMIC REQUIREMENTS ARE SHOWN ON THESE DRAWINGS.CONTRACTOR SHALL MEET THE REQUIREMENTS ELBOW.SQUARE ELBOWS SWILL HAVE TURNING VANES. COMPONENTS.SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND �- BAROMETRIC DAMPER ' DAMPER) 3 R THE AUIHRITY HAVING JURISDICTION FOR SEISMIC SUPPORT/ISOLATION OF HIS WORK. C. ALL DUCTWORK EXPOSED TO VIEW SHALL BE ROUND OR OVAL SPIRAL EQUIPMENT FOR EFFICIENT ROW OF THE WORK.GIVE PARTICULAR ATTENTION TO LARGE EQUIPMENT <Q 2.2 DUCTWORK MATERIALS REQUIRING POSITONING PRIOR TO CLOSING IN THE BUILDING.GIVE RIGHT-OF-WAY PRIORITY TO SYSTEMS MANUAL VOLUME DAMPER SPIN-IN RETURN/EXHAUST w J 1.2 GENERAL COORDINATION REOUIRQ TO BE INSTALLED AT A SPECIFIED SLOPE p z A COMPLY WITH SMACNA'S'HVAC DUCT CONSTRUCTION STANDARDS--METAL AND FLEXIBLE'FOR (WITH VOLUME DAMPER) } Q A CONTACTOR SHALL REFER TO THE DESIGN DOCUMENTS FOR ALL OTHER DISCIPLINES FOR PROTECT C. WHERE NT TOP HEIGHTS ARE NOT DETAILED OR DIMENSIONED,INSTALL SYSTEMS,MATERIALS,PAID J N CONSTRUCTION AND OTHER DETAILS WHICH AFFECT THE MECHANICAL INSTALLATION AND SHALL CONFER ACCEPTABLE MAIERULS,MATERIAL THICKNESS,AND DUCT CONSTRUCTION METHODS,UNLESS OTHERWISE EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE. ,y, 7 INDICATED.SHEET METAL MATERIALS SHALL BE FREE OF PITTING,SEAM MARKS,ROLLER MARKS,STAINS, FS�---� COMBINATION SMOKE/FIRE DAMPER J11i 45'SQUARE DUCT TAKE-OFF U WITH ALL OTHER UCHTRADES FOR FINISH ADJACENT TO ITS WORK AND ARRANGE TO HAVE VISIBLE PORTIONS GAUGED INIMUM,PAID OTHER IMPERFECTIONS.UNLESS STATED OTHERWISE,ALL DUCTWORK TO BE 26 D. INSTALL SYSTEMS,MARIALS,AND EQUIPMENT LEVEL AND PLUMB,PARALLEL AND PERPENDICULAR TO 8A= FROM SQUARE DUCT OF THIS WORK(SUCH AS ACCESS DOORS,GRILLES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTA LED EXPOSED IN FINISHED SPACES. FD FIRE DAMPER GAUGE MINIMUM. ,,� �• WITH THE FINISH IN A MANNER SATISFACTORY TO THE ARCHITECT. E INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING MAMENARC PAID REPAIR OR REPLACEMENT B. C?LVPNIZED SHEET STEEL:LOCK-FORMING QUALITY;COMPLYING WITH ASTM A 853 A 653M AND HAVING Q E. -� 45'ROUND DUCT TAKE-OFF I B. CONTRACTOR SHALL IDENTIFY AU.SOMEPBLE ITEMS(VALVES,DAMPERS,COILS,ETC.)50 THAT THE / DI EQUIPMENT COMPONENTS.AS MUCH AS PRACTICAL,CONNECT EQUIPMENT FOR EASE R � FROM SQUARE DUCT ' CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A UFT-UP TYPE OSO(2275)COATING DESIGNATION;DUCTS SHALL HAVE MILL-PHOSPHATIZED FINISH FOR SURFACES DISCONNECTING,WITH MINIMUM OF INTERFERENCE WTIH OTHER INSTALLATIONS.EXTEND GREASE FITTINGS EQUIPMENT CALLOUT I EXPOSED TO VIEW. CEILING NOT R INSTALLED.THE THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS OF HIS WORK UNLESS TO WI ACCESSIBLE LOCATION. �� 45'ROUND DUCT TAKE-OFF SPECIFICALLY NOTED ON THE DRAWINGS.ARCHITECT SWUL APPROVE LOCATIONS OF ACCESS PANELS C. CARBON-STEEL SHEETS:ASTM A 386/A 366M,COLD-ROLLED SHEETS;COMMERCIAL QUALITY;WITH OILED, F. DRAWINGS ARE NOT DETAILED TO THE E)ITEM THAT ALL DUCTWORK AND PIPING OFFSETS,BENDS,AND FROM ROUND DUCT PRIOR TO INSTALLATION. MATTE FINISH FOR EXPOSED DUCTS. SPECIAL FIRINGS ARE SHOWN AND EXACT LOCATION INDICATED;HOWEVER,THEY ARE TO BE PROVIDE ® DETAIL CALLOUT C. CEILING HEIGHTS:ARCHITECTURAL DRAWINGS SWILL BE CHECKED FOR CEILING HEIGHTS,WALLS,AND D. STAINLESS STEEL ASTM A 48O/A 480M,TYPE 316 OR 304.AND HAVING A NO.2D FINISH FOR WHETHER SHOWN OR NOT.REFER TO SCHEDULES FOR ACCESSORIES. TL� TURNING VANE CABINETS THAT ARE INTENDED TO CONCEAL WORK OF THIS SECTION.WHERE CONFLICTS OCCUR,THE CONCEALED DUCTS AND SUITABLE FINISH FOR EXPOSED DUCTS. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF AFIRE ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE WORK.LOCATION R EXPOSED WORK 2.3 INSULATION AND LINER RATED ASSEMBLY. FIRE SEAL CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR THE oT TEMPERATURE GAUGE SUCH AS LIGHTS,DIFFUSERS,SPEAKERS,SPRINKLER HEADS TAKE PRECEDENCE OVER CONCEALED WORK. A GENERAL: ASSEMBLY RATING R IS APPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS WRITTEN I ' MITERED CORNER W4,11 D. CONTRACTOR SWILL EXERCISE CARE TO MINIMIZE ANY DISTURBANCE TO ADJACENT AREAS OF THE 1. FIRE-HAZARD CLASSIFICATION:MAXIMUM FUME-SPREAD INDEX OF 25 AND SMOKE-DEVELOPED INDEX INSTRUCTIONS.ALL SUCH MATERIALS SWILL MEET STATE,LOCAL,AND AUTHORITIES CODES AND 'i BUILDING WHICH ARE TO REMAIN IN OPERATION.ISOLATE WORK AREAS BY TEMPORARY PARTITIONS, R 50 WHEN TESTED ACCORDING TO ASTM E 84. STMDAROS. POINT OF CONNECTION p •p TARPS,ETC.,TO KEEP DUST AND IM IN THE CONSTRUCTION AREA 2. SCHEDULE: H. PENETRATIONS ARE PROHIBITED IN ANY STRUCTURAL MEMBERS(EXCEPT WHERE NOTED IN DRAWINGS) L�JJ//�/I RADIUS ELBOW E. PROVIDE ALL NECESSARY FLASHING,SEALING,ETC.,TO MAINTAIN THE WATERPROOF INTEGRITY THE a. INSULATE ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT AS FOLLOWS: WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT,OBTAIN APPROVAL FOR OTHER FRAMED OPENINGS �_!, (MAKE OR EXHAUST BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF HENS AS REQUIRED BY THIS SCOPE OF 1) LOCATED OUTSIDE THE BUILING ENVELOPE: R-8 WHICH MAY BE REWIRED IN ADDITION TO THOSE SHOWN ON DRAWINGS,PAY ALL COSTS FOR ADDITIONAL �'R- WORK. CUTTING OF HOLES AS THE RESULT OF INCORRECT LOCATION OF SLEEVES OR FURNISHING INCORRECT DIRECTION Of AIRFLOW h 2) LOCATED INSIDE THE BUILDING ENVELOPE R-5 �-- F. REPAIR. ALL WORK OF THIS SCOPE TO RE READILY ACCESSIBLE FOR OPERATION,HIS,BUT CH PAID b. INSULATE DUCTWORK EXPOSED TO NEW TO THE ABOVE REFERENCED R-VALUE WITH INTERNAL INFORMATION AS TO THE REQUIREMENTS OF FRAMED OPENINGS. REPAIRI MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MODE TO ACCOMPLISH THIS,BUT CHANGES LINER, I. FIRE-RATED ASSEMBLY PENETRATIONS: INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A FIRE G. ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION,MUST °• PROVIDE 1'ACOUSTICAL LINER IN DUCTWORK WITHIN 12'OF EQUIPMENT CONNECTION. RATED ASSEMBLY. FIRE SEAL,CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR THE ABBREVIATIONS & DESCRIPTIONS 4 BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. d. DUCT INSULATION:MINERAL R GLASS FIBERS BONDED WITH A THERMOSETTING RESIN.COMPLY ASSEMBLY RATING IT IS APPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS WRITTEN C C WITH JSRA C 553,TYPE It AND ASIM C 1290,TYPE III WITH FACTORY-APPLIED FSK JACKET. AC AIR CONDITIONING HVAC HEATING,VENTILATING,AIR CONDITIONING H. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK.COORDINATE ALL INSTRUCTIONS.ALL SUCH MATERIALS SHALL MEET STATE,LOON,AND AUTHORITIES CODES AND B. FIBROUS-GLASS LINER:COMPLY WITH NFPA 90A OR NFPA 90B AND WITH NA1MA M124. BLOCKING,SUPPORT,ETC.,NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL STANDARDS. AFF ABOVE FINISHED FLOOR KES KITCHEN EQUIPMENT SUPPLIER 1. MATERIALS:ASTM C 1071;SURFACES EXPOSED TO AIRSTREAM SHALL BE COALED TO PREVENT CONTRACTOR. EROSION OF GLASS FIBERS. 2. REFER ST ARCHITECTURAL DRAWINGS FOR All FIRE RATED ASSEMBLY LOCATIONS MAID RATINGS. AHU AIR HANDUNG UNIT KW KILOWATT 1.3 CODES. STANDARDS. PERMITS. AND FEES J. SEISMIC RESTRAINT: BTU BRITISH THERMAL UNITS a. THICKNESS:1' 1. THE CONTRACTR SHALL PROVIDE PROPER MECHANICAL SEISMIC REST NNIS FOR ALL INSTALLED KWH KILOWATT HOUR A ALL APPLICABLE CODE LAWS AND REGULATIONS GOVERNING OR THESERELATINGS TO ANY PORTION OF THIS b. MITER NIC&FASTENERS: COMPLY WITH (ZED 9CA OR NAPA 908 AND WITH ASTM T C 918. CA COMB PER HOUR MAXLEAVING AIR TEMPERATURE w ITEMS INCLUDING,BUT NOT LIMITED TO,DUCTS,PIPING,EQUIPMENT AND ACCESSORIES.THE 1;A COMBUSTION AIR WORK ARE HEREBY INCORPORATED INTO PAID MADE A PART OF THESE SPECIFICATIONS.1HOR PROVISIONS c. MECHANICAL FASTENERS:GALVANIZED STEEL SUITABLE FOR DAMAGING ATTACHMENT,MECHANICAL O SHALL BE CARRIED OUT BY THE CONTRACTOR,WHO SHALL INFORM THE ARCHITECT IN WRITING PRIOR TO CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS AS LISTED BY THE CODES USED BY THE AHJ OR MA MAXIMUM ATTACHMENT,R WELDING ATTACHMENT WI DUCT WITHOUT DAMAGING LINER WHEN APPLIED AS CC COOLING COIL SUBMITTING A BID,OF ANY WORK OR MATERIALS WHICH VIOLATE PONY OF THE ENFORCED ENS,CODES, RECOMMENDED BY MANUFACTURER AND WITHOUT CAUSING LEAKAGE IN DUCT. AS SHOWN N THE DRAWINGS(WHICHEVER IS MORE STRINGENT). CfF CAP FOR FUTURE MCA MINIMUM CIRCUIT AMPS go R REGULATIONS.IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH C. REFRIGERANT PIPING INSUUTION:SUCTION PIPING-FLEXIBLE ELASTOMERIC,1'THICK. 3.3 DUCT INSTALLATION CFM CUBIC FEET PER MINUTE MOCP MAXIMUM OVERCURRENT PROTECTION a m w LAWS,ORDINANCES,RULES AND REGULATIONS,AND WITHOUT NOTICE TO THE ARCHITECT,HE SHALL A CONSTRUCT AND INSTALL DUCTS ACCORDING M SMACWS"HVAC DUCT CONSTRUCTION CNN CHILLED WATER RETURN MIN MINIMUM >E ASSUME FULL RESPONSIBILITY,AND SNAIL BEAR ALL COSTS ASSOCIATED WITH BRINGING WORK INTO 2A. DUCT ACCESSORIES NC NOISE CRITERIA 4u E A STANDARD VOLUME DAMPERS:SINGLE R OPPOSED-BLADE DESIGN,STANDARD LEAKAGE RATING,FUND SSTALL DUCTMETAL AND FEWEST POSSIBLE CAWS CHILLED WATER SUPPLY O COMPLIANCE.DRAWINGS B. INSTALL DUCTS WITH FEWEST POSSIBLE JOINS.INSTALL FABRICATED FffTINGS FOR CHARGES IN CLG COLD NFPA NATIONAL FIRE PROTECTION ASSOCIATION B. WHERE DRAWINGS R SPECIFICATIONS CALL FOR MATERIAL OR CONSTRUCTION OF A BETTER QUALITY OR SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS.SHAFTS TO BE FULL LENGTH,GALVANIZED STEEL DIRECTIONS.ORDNATE SHE,AND SHAPE AND FOR CONNECTIONS. CW COLD WATER TUTS NOT ID SCALE HIGHER CAPACITY THAN REWIRED BY THE ABOVE-MENTIONED CODES AND STANDARDS,THE PROVISIONS WITH ZINC-PLATED,DIE-CAST CORE WITH DIAL PAID HANDLE MADE R 3/32-INCH-THICK ZINC-PLATED C. COORDINATE LAYOUT WITH SUSPENDED CEILING,FIRE-AND SMOKE-CONTROL DAMPERS,LIGHTING OSA OUTSIDE AIR m R THE DRAWINGS R SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS R THE STEEL AND A 3/4-INCH HEXAGON LOCKING NUT.INCLUDE CENTER HOLE TO SUIT DAMPER DEG DEGREE LAYOUT'S,AND SIMILAR FINISHED WORK. DlA DIAMETER PD PRESSURE DROP u)U CODES AND STANDARDS. OPERATING-ROD SIZE.INCLUDE ELEVATED PLATFORM FOR INSULATED DUCT MOUNTING. D. SELL ALL JOINTS WITH UNITED DUCT SEALANT.APPLY SEALANT TO MALE END CONNECTORS BEFORE PH PHASE O C. THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED B. FIRE DAMPERS:CURTAIN TYPE;FIRE DUMPERS SHALL BE LABELED ACCORDING M UL 555. DIET DRY BULB TEMPERATURE & INSERTION,AND AFTERWARD TO COVER ENTIRE JOINT AND SHEET META SCREWS. PRV PRESSURE REDUCING VALVE FOR THIS SCOPE R WORK ON THIS PROJECT.THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL 1. FRAME FABRICATED WITH ROLL-FORMED,0.034-INCH-THICK GALVANIZED STEEL;WITH MITERED AND E. NON-FIRE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND EA EXHAUST AIR RA RETURN AIR REQUIRED INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE. INTERLOCKING CORNERS. EXTERIOR WALLS AND ARE EXPOSED TO NEW,CONCEAL SPACES BETWEEN CONSTRUCTION OPENINGS AND EAT ENTERING AIR TEMPERATURE RPM REVOLUTIONS PER MINUTE D. THE FOLLOWING SPECIFIC STANDARDS SFWl BE CONSIDERED AS MINIMUM REQUIREMENTS FOR WORK R 2. BLADES:ROLL-FORMED,INTERLOCKING,0.034-INCH-THICK,GALVANIZED SHEET STEEL IN PLACE R DUCTS OR DUCT INSULATION WITH SHEET METAL FLANGES OF SAME METAL THICKNESS AS DUCTS. EER ENERGY EFFICIENCY RATIO THIS SECTION: INTERLOCKING BLADES,USE FULL-LENGTH,0.034-INCH-THICK,GALVANIZED-STEEL BLADE RTU ROOFTOP UNIT OVERLAP OPENINGS ON 4 SIDES BY AT LEAST 1-1/2 INCHES. ESP EXTERNAL STATIC PRESSURE 1. DUCTWORK:ALL DUCTWORK SHALE.BE FABRICATED AND INSTALLED PER THE PUBLISHED STANDARDS CONNECTORS. F. FIRE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARMIONS AND EXTERIOR ENT ENTERING WAR TEMPERATURE SA SUPPLY NR N M OF THE AMERICAN SOCIETY OF HEATING,REFRIGERATION,AND AIR CONDITIONING ENGINEERS(ASHRAE) 3. FUSIBLE LINK:REPLACEABLE,185 DEGREE F RATED. WALLS,INSTALL APPROPRIATELY RATED FIRE DAMPERS,SLEEVES,AND FlRESTOPPING SFlJw. FCO FLOOR CLEANOUT SEER SEASONAL ENERGY EFFICIENCY RATIO AND THE SHEET METAL PAID AIR CONDITIONING NATIONAL ASSOCIATION(SMACNA),AND MEET THE C. CEILING FIRE DAMPERS:LABELED ACCORDING TO UL 555C;COMPLY WITH CONSTRUCTION DETAILS FOR G. PANT INTERIORS OF METAL DUCTS,THAT DO NOT HAVE DUCT LINER,FOR 24 INCHES UPSTREAM OF AD FIRE DAMPER SFD/FSD COMBINATION SMOKE/FIRE DAMPER REQUIREMENTS R NFPA 90 AND NFPA 91. TESTED FLOOR-AND ROOF-COUNG ASSEMBLIES AS INDICATED IN UCS'FIRE RESISTANCE DIRECTORY." REGISTERS AND GRILLES.APPLY ONE COAT OF FLAT,BLACK,LATEX FINISH COAT OVER A COMPATIBLE SP STATIC PRESSURE 2. FILTERS:ALL FILTER MEDIA SHALL BE UL CLASS 2. 1. FRAME:GALVANIZED SHEET STEEL,ROUND OR RECTANGULAR,STYLE TO SUIT CEILING CONSTRUCTION. GALVANIZED-STEEL PRIMER. FU FULL LOAD AMPS SYM SYMBOL 3. FIRE DAMPERS:ALL FIRE DAMPERS SWILL BE LISTED AND INSTALLED PER UL FOR THE ASSEMBLY 2. BLADES:GALVANIZED SHEET STEEL WITH REFRACTORY INSULATION. H. PROVIDE BALANCING DAMPERS AT POINTS ON SUPPLY,RETURN,AND EXHAUST SYSTEMS WHERE FR BOOR T&P TEMPERATURE AND PRESSURE THEY ARE INSTALLED IN,AND MEET THE REQUIREMENTS OF THE LOCAL BUILDING CODE. 3. FUSIBLE LINK:REPLACEABLE,165 DEGREE F RATED. FPM FEET PER MINUTE D. COMBINATION FIRE SMOKE DAMPERS:LABELED ACCORDING Ta UL 5555.COMBINATION FIRE PAID SMOKE BRANCHES LEAD FROM URGER DUCTS AS REQUIRED FOR AIR BALANCING.INSTALL AT A MINIMUM OF TEMP TEMPERATURE c 1.4 SUBMITTALS AND SUBSTITUTIONS / TWO DUCT WIDTHS FROM BRANCH TAKEOFF. FEET TYP TYPICAL A CONTRACTOR SHALL SUBMIT SIX 8 COPIES OF SUBMITTALS TO THE ARCHITECT FOR APPROVAL PRIOR TO DAMPERS SHALL BE LABELED ACCORDING TO UL 555 FOR 1-1/2-HOUR RATING. I. INSTALL FLEXIBLE CONNECTORS IMMEDIATELY ADJACENT TO EQUIPMENT IN DUCTS ASSOCIATED WITH FANS GA UMC UNIFORM MECHANICAL CODE () 1. FRAME AND BLADES:0.064-INCH THICK,GALVANIZED SHEET STEEL AND MOTORIZED EQUIPMENT SUPPORTED BY VIBRATION ISOLATORS. GCO GRADE CLEANOUT ORDERING OR INSTALLING.CONNECTIONS, TO INCLUDE MATERIALS,REDGAU CLEARANCES. TEMPERATURE,PRESSURE AND 2. MOUNTING SLEEVE:FACTORY-INSTALLED,0.052-INCH THICK,GALVANIZED SHEET STEEL;LENGTH TO J. CONNECT DIFFUSERS GRILLES TO LOW PRESSURE DUCTS WITH MAXIMUM 72-INCH LENGTHS OF FLEXIBLE GPM GALLONS PER MINUTE UPC UNIFORM PLUMBING CODE PERFORMANCE RATINGS,CONNECTIONS,DIMENSIONS,AND REQUIRED CLEPRARCES.ALSO INDICATE VIR VENT THROUGH ROOF . DUCT CLAMPED R STRAPPED IN PLACE CONNECT FLEXIBLE DUCTS TO METAL DUCTS WITH DRAW BANDS. HC HEATING COIL FURNISHED SPECIALTIES AND ACCESSORIES.PROVIDE PRODUCT DATA FOR EACH PIECE OF SUIT WALL OR FLOOR APPLICATION V VOLTS 3. FUSIBLE LINK:REPLACEABLE,165 DEGREE F RATED. K. INSTAL BACKDRAFT DAMPERS N EXHAUST FANS R EXHAUST DUCTS NEAREST TO OUTSIDE AND WHERE HP HORSEPOWER 1. AIR LISTED BELOW: 4. DAMPER MOTORS:MODULATING AND TWO-POSITION ACTION.EQUIP WITH AN INTEGRAL SPIRAL-SPRING INDICATED. IECC INTERNATIONAL.ENERGY CONSERVATION CODE WB WET BULB 1. NR MOVING ESTERS,EQUIPM M. MECHANISM WHERE INDICATED.ENCASE ENTIRE SPRING MECHANISM IN A REMOVABLE HOUSING W/ W� 2. GRILLES,REGISTERS,ANo DIFFUSERS. 3.4 HANGING AND SUPPORTING DESIGNED FOR SERVICE OR ADJUSTMENTS. 3. EXHAUST HOODS. A BRANCH HORIZONTAL DUCTS WITHIN 24 INCHES OF EACH ELBOW AND WITHIN 48 INCHES OF EACH SHEET INDEX 5. ELECTRICAL CONNECTION:115 V.SINGLE PHASE,60 HZ. 4. WHERE SEISMIC SUPPORT IS REQUIRED BY CODES, PROVIDE SHOP DRAWINGS PAID SUPPORTING BRANCH INTERSECTION.ON. 6. SMOKE DETECTOR:INTEGRAL FACTORY WIRED FOR SINGLE-ACM CONNECTION,COORDINATE WITH - GALCUUTIONS IN ACCORDANCE WITH THE ASCE 7 CHAPTER 13.CALCULATIONS AND SHOP DRAWINGS B. SUPPORT VERTICAL DUCTS AT MAXIMUM INTERVALS OF 16 FEET PAID AT EACH FLOOR. ELECTRICAL CONTRACTOR PAID ARE ALARM CONTRACTOR, SUPPORT ALL PIPING,AND EQUIPMENT AS REQUIRED BY THE LOCAL CODES,MANUFACTURERSS SITE OCCURS. SIGNED AND SEATED BY A LICENSED ENGINEER IN THE STATE IN WHICH THE PROJECT C.URS. E. FLEXIBLE CONNECTORS:FLAME-RETARDANT OR NONCOMBUSTIBLE FABRICS,COATINGS,PAID ADHESIVES RECOMMENDATIONS,ONS,AND AIDD STANDARD INDUSTRY PRACTICE. M000 HVAC LEGENDS AND SPECIFICATIONS '. COMPLYING WITH UL 181,CLASS 1.PROVIDE HEAVY META EDGE BANDS,SEALED TO PREVENT LEAKAGE B. APPROVED HWUFAC EDRERS.ULES WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED,ARE LISTED IN D. USE MATERIALS COMPATIBLE WITH ITEMS BEING SUPPORTED TO AVOID ELECTROLYTIC ACTION,AND M211 HVAC ENERGY CALCULATIONS THE EQUIPMENT SCHEDULES.ANY SUBMITTAL FOR CONSIDERATION AS AN EQUAL R THAT SCHEDULED 1. INDOOR SYSTEM,FLEXIBLE CONNECTOR FABRIC:GLASS FABRIC DOUBLE COATED WITH NEOPRENE. CONFORM TO SMACNA,ANSI/ASME B31,NFPA MSS SP-58,69,89. M211 HVAC FIRST FLOOR PLAN Q 2. OUTDOOR SYSTEM,FLEXIBLE CONNECTOR FABRIC:GLASS FABRIC DOUBLE COATED WITH MUST COMAS All INFORMATION REQUIRED V EVALUATE THIS OR T MANUFACTURERS NOT LISTED AS WEATHERPROOF,SYNTHETIC RUBBER RESISTANT TO W PAYS AND OZONE. 3.5 ACCESS DOORS AND PANELS M300 HVAC SCHEDULES EQUAL MUST SUBMIT IN WRITING FOR APPROVAL FIVE DAIS PRIOR TO TBIDIN CLOSING. M400 HVAC DETAILS C. CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE AM SUBSTITUTIONS WITH ALL OTHER F. FLEXIBLE DUCTS:UL 181,CLASS 1,UL 181,CLASS 1,BUCK POLYMER FILM SUPPORTED BY HELCPIIY A DUCT ACCESS DOORS:INSTALL DUCT ACCESS DOORS TO ALLOW FOR INSPECTING,ADJUSTING,AND _ WOUND,SPRING-STEEL WIRE;1-1 2 FIBROUS-GLASS INSULATION;POLYETHYLENE VAPOR BARRIER FILM. MAINTAINING ACCESSORIES AND TERMINAL UNITS AS FOLLOWS: DISCIPLINES EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,PAID RATINGS MAY BE FURNISHED /• 1. PDIACENT TO FIRE OR SMOKE DAMPERS,PROVIING ACCESS TO RESET OR REINSTALL FUSIBLE LINKS. LL PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING MECHANICAL AND FLEX DUCT SHALL BE EQUAL TO CETNNTEED"CERTMI.EX'G25. DO B. ARCHITECTURAL ACCESS ORS OR PANELS:COORDINATE REQUIREMENTS FOR ACCESS PANELS AND V ELECTRICAL SERVICES,CIRCUR BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT SPACES ARE 2.5 ACCESS DOORS AND PANELS DOORS WHERE RECESS DO ITEMS REQUIRING ACCESS ARE CONCEALED BEHIND FINISHED SURFACES.THIS U INCREASED.NO ADDITIONAL COSTS WILL R APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS A DUCT MOUNTED ACCESS DOORS:DOUBLE WALL,DUCT MOUNTING,PAID RECTANGULAR;FABRICATED OF CONTACTOR SHALL PROVIDE ACCESS PANELS OR DOORS OF SUFFICIENT SIZE TO ALLOW ACCESS TO HIS APPROVED.IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE GALVANIZED SHEET METAL WITH INSULATION FILL AND THICKNESS AS INDICATED FOR DUCT PRESSURE WORK THAT REQUIRES ACCESS FOR MAINTENANCE OR INSPECTION. O LU EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. DESIGN OF CLASS.ELECTR CAL 3,6 TESTING AND BALANCING o SHALL COORDINATE W ITHELECTRICAL CONTRACT R IIF IS BASED ON L EQUIPMENT EQUIPMEM PURCHASED IS MECHANICAL IFFERENT FROM THAT 2. PROVIDE CTOR 1. FRAME GALVANIZED 0 SHEET HINGES AND LOCKS TEEL,WITH BEND-OVER WS: AND FOAM GASKETS. A PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES GENERAL HVAC NOTES = 'D'�^-1 W M SPECIFIED STILL MEETS DESIGN INTENT,INCLUDING BUT NOT LIMITED TO OVERCURRENT PROTECTION, a. LESS THAN 12 INCHES SQUARE:SECURE WITH TWO SASH LOCKS. CONTAINED IN NEBB'S PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF (RE:ALL MECHANICAL SHEETS) I� V, jrm LOCAL DISCONNECTION MEANS,WERE SIZING,AND DESIGN COSTS. b. UP TO 18 INCHES SQUARE TWO HINGES AND TWO SASH LOCKS. ENVIRONMENTAL SYSTEMS'ORSMACNA'S"HVAC SYSTEMS-TESTING,ADJUSTING,AND BALANCING'. I- 0 0 1.5 DELIVERY. STORAGE, AND HANDLING c. UP TO 24 BY 48 INCHES:THREE HINGES AND TWO COMPRESSION LATCHES. B. PREPARE TEST REPORTS FOR BOTH FANS AND OUTLETS.OBTAIN MANUFACTURER'S OUTLET FACTORS AND G1 THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND EQUIPMENT,NECESSARY,OR A DEUVER PRODUCTS TO THE PROJECT PROPERLY IDENTIFIED WITH NAMES,MODEL NUMBERS,TYPES, 2.6 EQUIPMENT CURBS AND SUPPORT RECOMMENDED TESTING PROCEDURES.CROSSCHECK THE SUMMATION OF REQUIRED OUTLET VOLUMES REASONABLY INFERABLE AS BEING NECESSARY',FOR FURNISHING,INSTALLATION AND TESTING,COMPLETE AND READY FOR �_ , GRADES,COMPLIANCE LABELS,AND OTHER INFORMATION NEEDED FOR IDENTIFICATION. A ROOF MOUNTED EQUIPMENT:PROVIDE FACTORY CURB TO MATCH EQUIPMENT PROVIDED.CURB TO MATCH WITH REQUIRED FAN VOLUMES. SAFE OPERATION OF THE SYSTEMS DESCRIBED HERON. Q LL J B. ALL MECHANICAL EQUIPMENT AND MATERIAL ITEMS SHALL BE PROTECTED FROM WEATHER AND VANDALISM ROOF SLOPE,TYPE,AND INSULATION DEPTHS FOR PROPER EQUIPMENT MOUNTING ACCOUNT FOR C. ADJUST TERMINAL OUTLETS AND INLETS FOR EACH SPACE TO INDICATED AIRFLOWS WITHIN SPECIFIED r�LL ( G2 THE MECHANICAL CONTRACTR IS RESPONSIBLE FOR T-STATS,ALL LOW VOLTAGE WIRING AND REWIRED CONDUIT. W Q Z PRIOR IC ACTUAL INSTALLATION.FAN WHEELS,PUMPS AND OTHER ROTATING MACHINERY SHALL BE APPLICABLE ACCESSORIES SUCH AS ECONOMIZERS AND OM). TOLERANCES OF INDICATED VALUES.MAKE ADJUSTMENTS USING VOLUME DAMPERS RATHER 1}WN PERIODICALLY ROTATED DURING STORAGE.ANY FACTORY PAINTED EQUIPMENT SCRATCHED OR MARRED PREPARE TEST AND THE DAMPERS AT AIR TERMINALS. '^ DURING SHIPMENT OR CONSTRUCTION SHALL BE RESTORED TO ORIGINAL,"NETT'CONDITION.THIS B. GROUND/FLOOR MOUNTED EQUIPMENT:PROVIDE CONCRETE HOUSE-KEEPING PAD AT LEAST 4'THICK AND D. PREPARE TEST REPORTS WITH PERTINENT DESIGN DATA AND NUMBER IN SEQUENCE STARTING AT PUMP G3 ALL OUTSIDE AIR DUCTS TO BE IXTERNPLLY INSULATED. z v! INCLUDES COMPLETE REPAINTING OF THE EQUIPMENT IF NECESSARY TO PROVIDE EXACT PALM MATCH. AT LEAST 6'URGER THAN THE EQUIPMENT BEING SUPPORTED. TO END OF SYSTEM,CHECK THE SUM R BRANCH-CIRCUIT ROWS AGAINST APPROVED PUMP ROW RATE. C. CONTRACTOR IS RESPONSIBLE FOR RECEIVING AND OFFLOADING EQUIPMENT OF HIS SCOPE.IMMEDIATELY CORRECT VARIATIONS THAT EXCEED PLUS OR MINUS 5 PERCENT. G4 ALL SUPPLY DUCTS AND RETURN DUCTS TO BE INSULATED AND INTERNALLY LINED AS SHOWN ON DRAWINGS AND SPECIFICATIONS UPON RECEIPT,CONTRACTOR S INSPECT ALL EQUIPMENT AND MATERIAL FOR SHIPPING DAMAGE AND 3.7 CONTROLS AND ELECTRICAL COMPONENTS . WAN. O L :1 REPLACE ANY DEFECTIVE ITEMS AT NO INCREASE TO CONTRACT AMOUNT. A WHERE REQUIRED,CONTRACTOR SHALL FURNISH A COMBINATION STARK SIZED IN ACCORDANCE WITH G5 DUCTWORK LAYOUT IS PARTIALLY DIAGRAMMATIC.OFFSETS AND ADJUSTMENTS MAY BE REQUIRED TO COORDINATE WITH in m 1.6 SEQUENCING AND SCHEDULING THE MOTOR RATING.STARTER SHALL BE SUPPLIED WITH FUSES OR CIRCUIT BREAKERS,CONTROL LIGHTS,DUCTS,PLUMING AND STRUCTURE. A COORDINATE MECHANICAL EQUIPMENT INSTALLATION WITH OTHER BUILDING CNPONENf3 PRIOR TO TRANSFORMER,OVERLOADS,ONE N.O.AND ONE N.C.AUXILIARY CONTACTS,AND AN HGA SWITCH IN THE ORDERING R FABRICATION R ADJOINING WORK. CABINET COVER.STARTER ENCLOSURE SHALL BE NEMA RATED FOR ITS LOCATION.STARTER SHALL BE GB COORDINATE T-STAT LOCATIONS WITH OWNER. B. COORDINATE THE INSTALLATION R REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN WIRED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. •" POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. B. CONTRACTOR SHALL PROVIDE A COMPLETE CONTROL SON TO OPERATE THE EQUIPMENT AS DESCRIBED G7 CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,DAMPERS,COBS,ETC.)SO THAT THE CEILING J ARRANGE FOR CHASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF IN THESE DOCUMENTS.SYSTEM SHALL INCLUDE THERMOSTATS,LOW VOLTAGE WIRING,REQUIRED CONDUIT, SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A UFT-UP TYPE CEILING NOT BE CONSTRUCTION TO ALLOW FOR MECHANICAL INSTALLATIONS. TRANSFORMERS,AND ASSOCIATED APPURTENANCES REQUIRED TO MEET THE INTENT R THESE INSTALLED.THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SPECIFICALLY NOTED ON THE f 1 C. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND EQUIPMENT FOR DOCUMENTS. DRAWINGS.ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS PRIOR TO INSTALLATION. Q EFFICIENT ROW OF THE WORK.COORDINATE INSTALLATION R LARGE EQUIPMENT REQUIRING POSITIONING C. CONTRACTOR SHALL PROVIDE AND INSTALL UL LISTED DUCT SMOKE DETECTORS AS SHOWN ON THE PRIOR TO CLOSING IN THE BUILDING. DRAWINGS.DETECTORS SHALL HAVE AUXILIARY CONTACTS FOR CONNECTION TO THE FIRE ALARM SYSTEM G8 ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK R THIS SECTION,MUST BE SEALED TO D. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND OVERHEAD IF REQUIRED.THIS CONTRACTOR SWILL BE RESPONSIBLE FOR LOW VOLTAGE WIRING TO SHUT DOWN HIS MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. UTILITIES AND SERVICES.COMPLY WITH REQUIREMENTS OF GOVERNING REGULATIONS,FRANCHISED SOTVICE EQUIPMENT BASED ON THE STATUS OF THIS DEVICE.POWER WIRING AND WIRING TO FIRE ALARM SYSTEM COMPANIES,AND CONTROLLING AGENCIES.COORDINATE CONNECTION OF ELECTRICAL SERVICES. TO BE BY OTHERS. G9 CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE AM SUBSTITUTIONS WITH ALL OTHER DISCPUNIS.EQUIPMENT OF E. PROVIDE IDENTIFICATION OF ALL EQUIPMENT.COORDINATE INSTALLATION OF IDENTIFYING DEVICES AFTER GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS COMPLETING COVERING AND PAINTING WHERE DEVCES ARE APPLIED TO SURFACES.INSTALL IDENTIFYING APPROVED IN WRITING AND CONNECTING MECHANICAL AND ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS, DEVICES PRIOR TO INSTALUNG ACOUSTICAL COUNGS AND SIMILAR CONCEALMENT. BASES,AND EQUIPMENT SPACES ARE INCREASED.NO ADDITIONAL COSTS WILL BE APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS APPROVED.IF MINIMUM ENERGY RATINGS R EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. GIO EXTERIOR DUCT TO BE DOUBLE WALL GALVANIZED WITH R-B INSULATION BETWEEN.INNER MAY BE PERFORATED.SUPPORT Q ON PARS PER SMACNA STANDARDS. PROJECT#:4200 2V<7 r.Nr B R I N G DATE:05/15/15 AAa9<stcarpor.reDc.sf<.1W DRAWN BY:TSM ' W idi..IDa 2 SCALE:NTS • _ ,. - ph M-2W2181 fez 2f1& 2182 PwIKi 7 1 I 2 I 3 I 4 I 5 1 6 I 7 I 8 9 � 10 � 11 M000 J 1 2 3 I 4 I 5 I 6 7 I 8 I 9 I 10 I 11 ss%oNAL B QQ�tF'QgCOSTEo„ 6 v Ol OF x 7 1i15NN A Eve w r_ Q ' _h e M c O r Q< Q� x Q O K Y om J Y O F 03: fn W J M COMcheck Software Version 4.0.0 0 -N N Mechanical Compliance Statement Compliance Statement:The ula ions s mechanical design represented in this document is consistent l with to building plans, nv/ Mechanical Compliance Certificate specifcatons.and other calculations submitted with this application.permit 7h p posed mechanical systems have been designed to meet Me 20121ECC requirements in CONche k V 4.0.0 d t ply with the mandatory requirements listed II In the Inspection Checklist. Glenn Elwell,Engineer f,w�.._,::: .�.Lri ` 6-8-2015 ' - Projectlnformation Name-Title Signature Date Energy Code: 20121ECC Project Title: Downhome East Twin Falls Location: Twin Falls,Idaho _'ll Climate Zone: 5b tL Project Type: New Construction Construction Site: Owner/Agent Designer/Contractor. Twin Falls,ID 83301 DC Engineering 621 North College Additional Efficiency Package Twin Falls,ID 93301 208 At,52g4 r 9elwell@dcenglneering.net O 40 n O O Reduced interior lighting power.Requirements are implicitly enforced within Interior lighting allowance calculators. Mechanical Systems List Quantity System Type&Description 4 HVAC System 1(Single Zone): {xt Heating:teach-Central Furnace,Gas,Capacity=150 kBtWh O Proposed Efficiency=81.00%Et,Required Efficiency �� Ccoling:1 each-Single Package DX Unit,Capacity.91 kStu/h,Air-Cooled Condenser,Air Ecmiomizer •0 m W Proposed Efficiency=11.90 EER,Required Efficiency.11.00 EER .' Fan System:None tY E t HVAC System 2(Single Zone): 0 - ,a V Heating:1 each-Radiant Heater,Gas,Capacity=60 kBtu/h m No minimum efficiency requirement applies _ Fan System:None N U - 1 HVAC System 3(Single Zone): a Heating:1 each-Radiant Heater,Gas,Capacity=100 kBIWh No minimum efficiency requirement applies Fan System:None 4 HVAC System 4(Single Zone): Heating:t each-Radiant Heater,Electric,Capacity=2 k8tuln Nt7 No minimum efficiency requirement applies Fan System:None 1 Water Heater 1: Electric Storage Water Heater,Capacity:2 gallons No minimum efficiency requirement applies 1 Water Heater 2: Electric Storage Water Heater,Capacity:6 gallons No minimum efficiency requirement applies Project Title: Downhome East Twin Falls Report date:05/08/15 Project Title: Downhome East Twin Falls Report date:05/08115. Data flename:C:\Usem\gelwell\Desktop\15WC01 Downhome East Com Check.cck Page 1 of 11 Data filename:C:\Users\gelweIIWesktop\15WC01 Downhome East Corn Check.cck Page 2 of 11 Z O r OSA Calculation _ Win '^ Q o0 Outdoor Zone Air Dist. Total VJ U �_� Ai Outdoor Breathing Zone Zone If Zone Name Zone Classification Area(ft2)[A,]' #of People[P,]' / Effectiveness Required < LL J ¢ Airflow/SgFt[R,]' OSA [B,] JEJ OSA > lQL 1 Retail Sales Retail:Sales(except as below) 14317 215 7.5 0.12 3329 0.8 4161 vn/ 2 Receiving(see note 4 below) Retail:Shipping&Receiving 2510 0 0 0.12 30L2 0.8 note LL 3 W OTotal OSA for Protect: 4161 Z to NOTES, 0 W 1.Data from Project 2.Data from 20121MC Table 403.3 Occupant Density 3.Data from 20121MC Table 403.3.1.2 Q 4.Receiving has 101sq.ft.of operable doorsto provide ventilation to 2,525 sq.ft.of receiving area(4%rule).Therefore,no mechanical ventilation ofthe receiving area is required. > Z a PROJECT#:4200 E 2V G I-ZV E S R I N t— DATE:05/15/15. . -1,,,Ce.parmeDr,sie.lm DRAWN BY:TSM .. _ hhddtaa tD R6rN2 SCALE:NTS _2181 . - - fax 208-28&2182 Pmlxi 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 � 11 M001 ' 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 \CNAL Qpzc�'frcp\STfnb GENERAL NOTES: 6, s° f0F G7 CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF 7 15 A // ( ll PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, �.E/ REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM f2 l OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. r G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER 2012 Z v IECC. �. o< � G3 MECHANICAL CONTRACTOR TO COORDINATE WITH ARCHITECT FOR CONFLICTS WITH LIGHTING LAYOUT. TH 4'0 B-VENT FROM �+ n/<W y' 1 4 TH-1 THRU ROOF ! KEYED NOTES: WITH SHUR-VENT CAP 1. DE-STRATIFICATION FAN(DF-1)SENSOR AND CONTROL PANEL MOUNTED ON O b COLUMN 48"A.F.F. ^ O rj LL O C E3 2. DE-STRATIFICATION FAN(DF-1)SENSOR MOUNTED ON COLUMN 1'BELOW O O a a O CUEING. O�3 y y I a 3. 14'z34'RETURN DUCT DOWN THRU ROOF. O= g TH-12 1 H T I R''IJ � 4. 23"z25'SUPPLY DUCT DOWN THRU ROOF,TRANSITION TO SUPPLY GRILLE. �1 J N N ----I _ _ --- �, --- _ �zr ------ - --- --- ---- - - - --V50-CF -- - - --- - - ---- - V'----------3.750 CFN 4 — LL I TH-2 T OF e-o eo r 1 i C S R4 RTU-1,2,3.4 3o C31___—_—___. ._._-___— _C_ ___—_ _.._ ____ ____.._. --_____—_.—__—_—_.._____ __.______ __ - _ __ ___-. __-.--.. _ _ _—_ 3 1 C T q E 2 TH-2 THRU ROOF �1 _ ]I �t -. .. E w _ N _ 4V4 B-VENT FROM 01 - m_J. i. C° 3,750 CFM O3 3,750 CFM O 9 V I� m. r————— WITH SHUR-VENT O4 O4 - q V I a I CAP CH CH EF 3 NM 2 CH-2 CH-3 B�L r EF ILI II CH �..... } f L 1,6 q Y\\ 1 + 1 I Z Q 1 6c HVAC FIRST FLOOR PLAN ® SCALE:3/32'=1'-0" NORTH O O o 2 O W� O[l LL vi QJJ ly J W LL Z � �z F O � m � Q 2 a 'C PROJECT#:4200 E N G-f N S S I2 I-IV G• DATE:05/15/15 - - - - - 44aEaetCorpa.arcDr.,S..103 'DRAWN BY:'TSM W,idm ID 2 SCALE:As Indicated -' Fax 20&]88-T182 PoJx, aaaW 5 6 7 8 9 10 I 11M .1r;1; J 1 I 2 I $ 1 4 1 5 1 6 7 8 9 10 1 11 ag10NAl / LOUVER SCHEDULE (A), (8) SD-1,8"D AIR DISTRIBUTION DEVICES 200 CFM a �O s� EQUIPMENT NO. LOCATION THICKNESSOF BIRD ON SERVICE WIDTH HEIGHT (SQ.FT) FRAME MATERIAL SCREEN MANUFACTURER MODEL NOTES O� OF VO x 1,2,AND 3-WAY AIR DEVICES ARE DETERMINED BY BLOCKED OFF SYMBOLKEY: 7 1 15NN A E`v� l•1 WEST WALL EXHAUST 151/2 71/2 0.3 4" ALUM. X HART&CODIFY BV158 1,2,3 SFCTIONS ON THE DRAWINGS A.FIRST LETTER:S-SUPPLY,E•EXHAUST,T-TRANSFER,R-RETURN ® � SECOND LETTER:D•DIFFUSER,R-REGISTER,G-GRILLE ;Pmz� ~� N B.LEAD-IN DUCTSIZE,UNLESS NOTED OTHERWISE ALTERNATE MANUFACTURERS:RUSKIN,LOUVERS&DAMPERS,GREENHECK C.CFM NOTES: 1-WAY 2-WAY 2-WAY 3-WAY 4-WAY aF� 1.DARK BRONZE ANODIZED FINISH.VERIFY COLOR WITH OWNER BEFORE ORDERING. 2.FURNISH TO BLOCK LAYERS FOR INCLUSION IN WALL CONSTRUCTION. SIZE MOUNTING MATERIAL Q o 3.INSTALL IN BLOCK ATAPPROX.12'AFF. EQUIPMENT p MANUFACTURER MODEL NOTES NO. LAY-IN HARD a 3 FACE NECK SIDEWALL DUCT FLOOR STEEL ALUMINUM Q 0 ROOFTOP PACKAGED UNIT SCHEDULE SG1 40X40 22X22 I EI N X UNITED ENERTECH DPD300610 1,2 00-1.5vf O�3yu� ELECTRICAL EQUIPMENT AREA TONS SUPPLY R OUTSIDE .P. (IN. COOLING HEATING vi w NO. SERVED (CFM) AIR(CFM) WC) E.A.T. SENSIBLE INPUT OUTPUT UNIT WEIGHT MANUFACTURER MODEL NOTES RG-1 32X32 •- -• -- -- X -- •- X TUTTLE&BAILEY CRE1000 2 >n a LEER AFUE% VOLT/PH/H2 MCA MOGP J N rn RTU-1 SALES NE 8.5 3750 1040 1 11.9 80/63 91 75/150 60/120 81 480/3/60 26 30 1300 RUUD RKNL-_102DM15EAPG 1THRU6 DG-1 14X6 •• •• -- -- -- -- X TUTU&BAILEY A980WF 2 RTU-2 SALES SE 8.5 3750 1040 1 11.9 80/63 91 75/150 60/120 81 480/3/60 26 30 1300 RUUD RKNL-_102DM15EAPG ITHRU6 _'II RTU-3 SALES SW 8.5 3750 1040 1 11.9 80/63 91 75/150 60/120 81 480/3/60 26 30 1300 RUUD RKNL-_102DM15EAPG ITHRU6 ALTERNATE MANUFACTURERS:TITUS,PRICE,METAL-AIRE,NAILOR,CARNES,KRUEGER RTU-4 SALES NW 8.5 3750 1040 1 11.9 1 80/63 91 75/150 60/120 1 81 1 480/3/60 26 30 1300 RUUD RKNL- GENERAL NOTES:102DM15EAPG ITHRU6 - 1,DROP DIFFUSER/PLENUM WITH 3/811 NUT INSERT AT EACH CORNER. 'II ALTERNATE MANUFACTURERS:CARRIER,DAIKIN,LENNOX,TRANS,YORK. 2.FINISH TO BE MODEUS STANDARD FINISH UNLESS DIRECTED OTHERWISE BY THE ARCHITECT.TO BE PAINTED BY OTHERS. NOTES: 1.UNIT CAPACITIES RATED AT 4,000 FEET ELEVATION AND 105-F CONDENSER ENTERING AIR. 2.PROVIDE WITH FACTORY SMOKE DETECTOR,LOW AMBIENT/FREEZE STAT,CONDENSATE OVERFLOW SWITCH TO SHUT UNIT DOWN UPON DETECTION OF BLOCKED CONDENSATE DRAIN. 3.PROVIDE ECONOMIZER WITH 11VSINGLE ENTHALPY CONTROLAND BAROMETRIC RELIEF. DE-STRATIFICATION FAN SCHEDULE 4.PROVIDE PREFABRICATED 14"ROOF CURB. 5.PROVIDE WITH SEISMIC CLIP. �^ 6.PROVIDE WITH HONEYWELLTB822OU1003 THERMOSTATAND CONN ECTWTERMINAL TO ENABLE ECONOMIZER/MINIMUM AIR MODE. MOTOR SOUND LEVEL EQUIPMENT LOCATION SERVES MAX' I AT MAX. MANUFACTURER MODEL NOTES NO. RPM MCA MOCP RPM SPEED DF-1 CEILING RETAIL S6 3.8 15 120/1/60 <35 Dba BigAss Fans ESSENCE 14 1,2 N ALTERNATE MANUFACTURERS:RITE-HITE,MACROAIRE p �U �:'4"4-✓lt ��`1�., NOTES: WFAN .Y!m 1.FURNISH WITH FACTORY DE-STRATIFICATION CONTROL WITH TWO SENSORS-BIGASS FAN'SMARTSENSE'ORAPPROVED EQUAL. >E 2.INSTALLATION AND CONTROL WIRING BY FACTORY TRAINED PERSONNEL.ELECTRICAL CONNECTION BY ELECTRICAL CONTRACTOR. C C 0 ELECTRIC COVE HEATER SCHEDULE av _ EQUIPMENT AREA NOMINAL HEATER NO. SERVED LENGTH WEIGHT MANUFACTURER MODEL NOTES VOLT/PH/HZ WATTS CH-1 RISER ROOM 48" 120/1/60 600 -- BERKO RCC 1,2 N CH-2 WOMEN'S 120/1/60 600 -- BERKO RCC 1,3 RR CH-3 MEN'S RR 48" 120/2,/60 600 -- BERKO RCC 1,3 p ALTERNATE MANUFACTURERS:--QMARK,BRASCH,INDEECO. NOTES: 1.FURNISH WITH END CAPS AND MOUNTING BRACKET. 2.FURNISH WITH INTEGRAL THERMOSTAT-BERKO RCCT OR EQUAL. 3.FURNISH WITH LINE VOLTAGE PROGRAMMABLE THERMOSTAT-HONEYWELL TL8100A10D8 OR EQUAL. EXHAUST/FAN SCHEDULE STATIC MOTOR ui V) U EQUIPMENT LOCATION CFM PRESSURE IN SONES CONTROL MANUFACTURER MODEL NOTES W W.G.) WATTS HP RPM VOLT/PH/HZ J EF-1 MEN'S RESTROOM 110 0.125 12 -- -- 120/1/60 <1 HALLLIGHTS PANASONIC FV-OS-11VK1 O 5 M EF-2 WOMEN'S RESTROOM 110 0.125 12 -- -- 220/1/60 <7 HALLLIGHTS PANASONIC FV-05-IIVK1 � �co W 00 2- j� ALTERNATE MANUFACTURERS:FANTECH,GREENHECK,COOK,ACME,AEROVENT,CARNES ya ram\ \�1 S(�� a 2 LL coN TES: C U W y rnZ GAS FIRED RADIANT TUBE HEATER SCHEDULE in EQUIPMENT AREA TUBE INPUT OUTPUT EFFICIENCY GASCONN. VENT ELECTRICAL NO. SERVED LENGTH MANUFACTURER MODEL NOTES (FEET) (MBH) (MBH) A.F.U.E SIZE OUTLET SIZE VOLT/PH/HZ AMP HP MOP TH-1 REC.DOCK 30 60(High 48 80 1/2" 4" 120/1/60 4 -- -• RFZNOR VPTN 60 S30 1,3 TH-2 RECEIVING 50 100 80 80 1/2" 4" 120/1/60 4 -- -- RFZNOR VPSN 100 S50 2,3 ALTERNATE MANUFACTURERS:-- NOTES: 1.TWO STAGE UNIT WITH 30'STRAIGHT TUBE.VENT IN B VENT THRU ROOF AND TERMINATE WITH SHUR VENT CAP.= 2.SINGLE STAGE UNIT WITH SO'STRAIGHT TUBE.VENT IN B VENTTHRU ROOF AND TERMINATE WITH SHUR VENT CAP. Q 3.FURNISH WITH HORIZONTAL REFLECTOR,HANGER KIT,OUTDOOR COMBUSTION AIR KIT,HIGH ELEVATION KITAND ELECTRNIC PROGRAMMABLE TWO STAGE THERMOSTAT-HONEYWELL TH622OD1002 OR EQUAL. PROJECT#:420Q '.r, _ DRAWN WJbniD 2Dr.,Sk.10 CALF NTS BY:TSM 7 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 $0 1 I 2 1 3 1 4 1 5 1 6 1 7 1 6 1 9 1 10 1 11 NONAL F ROOFTOP UNIT ���13T � FIELD SUPPLIED FUSED g � "SHUR-VENT" DISCONNECT SWITCH ECONOMIZER HOOD C VENT CAP 04 �� Tf Of TYPE"8"GAS VENT MANUAL GAS r. 7 1x 15NN A E�V� x SHUT-OFF VALVE "DIX-TffE' ROOF SHOWN I, ONLY FOR FLASHING VISUAL CIARfLY,SEE = o z s ARCHITECTURAL PLANS TO GAS �... �- � 1900 SUPPLY LINE ON ROOF — - - FACTORY FLUTING TO PROVIDE CLEARANCE TO COMBUSTIBLES DRIP LEG TYPE"B"GAS VENT CONDENSATE TO MECHANICAL UNIT, DRAIN LINE - 4 ROOF CURB a 3 a SEE MECHANICAL PLANS �'� O r y�- SFOREE VENT SIZES RETURN AIR SUPPLY AIR DUCT O a CONTROL WIRING DUCT nN/Q a m TO INDOOR O LL ti THERMOSTAT y W TO POWER SUPPLY O r y 2 TYPE B-GAS VENT DETAIL GAS RTU DOWNFLOW DETAIL SCALE:NTS SCALE:NTS All N lf1 79 co r 00 0 c O42 �m w >E E aU a° N f9 C U �Lu TG VJ 2 Q o W c�� () 0 J Q �Q LL! U Z < �Z > ® _ ca p a PROJECT#:4200 E'NGINE'E'RIN G DATE:05/15115 .. - naoeas�co�o«fern'..se.ioa DRAWN BY:TSM .ate ms�saz SCALE:NTS ph M�2181 • .. r wf.Z�Z�21 1 1 2 1 3 4 1 5 I 6 . I' 7 I 8 I 9 1 10 I 11 ,.M400 1 1 2 13 1 4 I 5 I 6 I 7 I 8 I 9 I10 I 11 jgjaNAL .. Q�c� ABTEa. 11 C ( 9 PLUMBING SPECIFICATIONS PLUMBING LEGEND RF�o"� PART 1 - GENERAL PART - PRODUCT PART 3 - EXECUTION -SO- STORM DRAIN 7 1'tS�N q e �` 1.1 GENERAL INTENT 1 GENERAL PIP MATERIALSI 3.1 EXAMINATION C. INSTALL HANGERS FOR STEEL PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND MINIMUM -HWS- HEATING WATER SUPPLY LINE �PRESSURE REDUCING VALVE F A THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL TABOR AND MATERWS,AND A ABOVE GRADE DOMESTIC WATER PIPING SHALL BE ANY OF THE FOLLOWING: A VEM FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF ROD DIAMETERS: EQUIPMENT,NECESSARY,OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING, 1. ALL SIZES:HARD COPPER TUBE CONFORMING TO ASTM B-88,TYPE L;COPPER PRESSURE FITTINGS P THE ACTUAL EQUIPMENT TO BE CONNECTED. -HWR- HEATING WATER RETURN LINE �, f-BALL VALVE 1. NPS 1-1/4 AND SMALLER: 84 INCHES WITH 3/8-INCH R00. `Y . - INSTALLATION AND TESTING,COMPLETE AND RUDE'FOR SAFE OPERATION CA THE SYSTEMS DESCRIBED ASME B16.18;AND ALLOY SN95 SOLDER WITH WATER SOLUBLE FLUX. B. LOCATIONS OF EQUIPMENT AND DEVICES,AS SHOWN ON THE DRAWINGS,ARE APPROXIMATE UNLESS 2. NPS 1-1/2: 108 INCHES WITH 3/8-INCH ROD. -CHWS- CHILLED WATER SUPPLY LINE z� r HEREIN. 2. NPS 1 AND SMALLER: PEX PER ASTM F 877,STIR 9 TUBING,DISTRIBUTION MANIFOLD,INSERT DIMENSIONED;DO NOT SCALE DRAWINGS. EXACT LOCATIONS OF SUCH ITEMS SHALL BE DETERMINED BY 1>REDUCER = � THE ARCHITECT'S REPRESENTATIVE AND/OR DETERMINED FROM SPECIAL DETAILS AND DRAWINGS. VERIFI' 3. NPS 2: 10 FEET WITH J -CHWR- CHILLED WATER RETURN UNE T 8. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS MADE A FITTINGS,AND CRIMPED JOINTS. 4. NPS 2-1/2: 11 FEET WITH 1/2-INCH ROD. �I-GATE VALVE O< `� THOROUGH EXAMINATION OF THE SITE,AND ALL EXISTING CONDITIONS AND LIMITATIONS WHICH AFFECT B. BELOW GRADE DOMESTIC WATER PIPING SHALL BE ANY OF THE FOLLOWING: THE PHYSICAL DIMENSIONS OF EACH ITEM OF MECHANICAL EQUIPMENT TO FIT THE AVAILABLE SPACE AND -CS- CONDENSER WATER SUPPLY LINE THIS WORK. LATER CLAIMS SHALL NOT 5. NPS 3 AND NPS 3-1/2: 12 FEET WITH 1/2-INCH ROD. BE MADE FOR HAVE EQUIPMENT OR MATERIALS REQUIRED 1. SOFT COPPER MBE,TYPE K OR L CONFORMING TO ASTM 8-88;NO FITTINGS OR JOINTS BELOW SLAB. PROMPTLY NOTIFY THE ARCHITECT PRIOR TO ROUGHING-IN IF CONFLICTS APPEAR. COORDINATION OF �GLOBE VALVE _vi BECAUSE OF DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN 2. WRAP BURIED METAWC PIPE PER ASTM A 674 OR AWWA GIGS,HOPE,CROSSLAMINATED PE FILM OF DMSION 15 EQUIPMENT AND SYSTEMS TO THE AVAILABLE WIRING,EQUIPMENT,DUCTWORK,PIPING,ETC, 6. NPS 4 AND NPS 5: 12 FEET WITH 5/8-INCH ROD. -CR- CONDENSER WATER RETURN LINE c,,��--{'yp�"�2 WAY CONTROL VALVE ~o` EXAAlINA71ON• O.OD4-INCH(0.10-MM)OR LLDPF,CROSSIAMINATED PE FILM OF 0.008-INCH(0.20-MM)MINIMUM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE INSTALLATION SHALL BE CONCEALED WITHIN 7. NPS 6: 12 FEET WITH 3/4-INCH ROD. -CD- CONDENSATE DRAIN UNE V' LL�a^'>C. THE DRAWINGS INDICATE DIAGRMAMATICALLY THE EXIENT,GENERAL CHARACTER,AND LOCATION OF THE THICKNESS. BUILDING CONSTRUCTION,OR EXPOSED IN MECHANICAL ROOMS,UNLESS OTHERWISE NOTED. 8. INSTALL SUPPORTS FOR VERTICAL STEEL PIPING EVERY 15 FEET. �f.1 3 WAY CONTROL VALVE r V W WORK TO BE PERFORMED. WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY FOR PURPOSES 3. HOPE(HIGH DENSITY POLYETHYLENE)PLASTIC PIPE AND FITTING FOR WATER SERVICE ENTRY PIPING. 3.2 GENERAL INSTALLATION D. INSTALL HANGERS FOR COPPER TUBING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND ---D--- DEMO 'ZS' 0� OF FABRICATION OR INSTALLATION OF ITEMS,THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS WTIN NO a. PIPE CONFORMING TO ASM D 2239,ASIAI D 2737,AWWA C901,MINIMUM 160 PSI PRESSURE MINIMUM ROD DIAIAETERS: I U=$ ADDED COMPENSATION. WHERE SUCH ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE A UNLESS SPECIFICALLY PROVIDED FOR ELSEWHERE IN THESE DOCUMENTS,THIS CONTRACTOR SHALL -GW- GREASE WASTE -1 CHECK VALVE y WORK,THEY SHALL FIRST BE SUBMIFIED TO THE ARCHITECT FOR REVIEW AND APPROVAL CLASS,SDR EQUAL TO 9. 1. NPS 3/4 AND SMALLER: 60 INCHES WITH 3/8-INCH ROD. �m� < a INCLUDE IN HIS BID THE COMPLETE EXCAVATION AND BACKFlLL COST REWIRED TO INSTALL HIS WORK -SS- SANITARY SEWER -{7G-SOLENOID VALVE N=<r4 . D. SITE UTILITIES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING b. FITTINGS CONFORMING TO ASTM D 2609,METAL INSERT FINING AND 1Y10 STAINLESS STEEL AS SPECIFIED UNDER DIVISION 15(MECHANICAL)OF THIS SPECIFICATION. CONTRACTOR SHALL PROVIDE 2. NPS 1 AND NPS 1-1/4: 72 INCHES WITH 3/8-INCH ROD. w=>. SERVICES. COORDINATE WORK WITH THE SITE UTILITIES CONTRACTOR TO ENSURE PROPER INVERT CLAMPS;FOR OVER 1-1/2 INCH,SPECIAL,HEAVY DUTY TIGHTENING CLAMPS. ALL NECESSARY SAW-CUTTING,EXCAVATION,SHORING AND BACKFIWNG REQUIRED FOR THE PROPER 3. NPS 1-1/2 AND NPS 2: 96 INCHES WITH 3/8-INCH ROD. ---V--- VENT BALANCE VALVE <3= C. ABOVE GRADE SANITARY WASTE AND VENT SHALL BE ANY OF THE FOLLOWING: 4. NPS 2-1/2: 108 INCHES WITH 1/2-INCH ROD. �O~ O a U)1- ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK. NOTIFY 1. HUBLESS CAST-IRON SOIL PIPE AND FITTINGS;STANDARD AND HEAVY-DUTY SHIELDED,STAINLESS-STEEL DAMAGES RE UL HIS WORK,INSIDE BUILDING AND PREMISES,OR OUTSIDE AS MAY BE NECESSARY. -RD- ROOF DRAIN LINE = ARCHITECT OR ENGINEER OF STATE DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. DAMAGES RESULTING FROM IMPROPER SHORING OR FAILURE TO SHORE SHALL BE THE SOLE 5. NPS 3 TO NPS 5: 10 FEET WITH 1/2-INCH ROD. ��-GAS COCK � E COMPLY WITH ALL LOCAL AND STATE CODES REGARDING SEISMIC SUPPORT AND ISOLATION. NOT ALL COUPLINGS;AND HUBLESS-COUPLING JOINTS RESPONSIBILITY OF THE CONTRACTOR. 6. NPS 6: 10 FEET WITH 5/8-INCH ROD. -OD- OVERFLOW DRAIN LINE m� t, 2. SOUD WALL ABS PIPE PER ASTM D 2661,SCHEDULE 40.ABS SOCKET FTITINGS,AND -�/1 BUTTERFLY VALVE 0-C SEISMIC REQUIREMENTS ARE SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL MEET THE SOLVENT-CEMENTED JOINTS. B. PROVIDE ALL VALVES,AND CONTROL DEVICES REQUIRED TO COMPLETE BALANCING OF SYSTEMS AS 7. INSTALL SUPPORTS FOR VERIICPI.COPPER TUBING EVERY 10 FEET. -CAN- DOMESTIC COW WATER0 O 9L 4"1 REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION FOR SEISMIC SUPPORT/ISOLATION OF HIS WORK. 3. SOUD WALL PVC PIPE PER ASN D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC SOCKET DESCRISED IN WHETHER SPEC THESE CALLED DOCUMENTS OR A THE NORMADRAWILLY ASSOCIATED TED OR SPECIFIC EMS OR NOVA SHALL E INSTALL MINIMUM INIM M RODFODR IRON SOIL PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING IAMETERS: -HW- ppMESIIC HOT WATER �� OS&Y VALVE �3 y Y 1.2 A. GENERAL COORDINATION FITTINGS,AND SOLVENT-CEMENTED JOINTS. BE UNDERSTOOD,UNLESS SPECIFICALLY STATED OTHERWISE,THAT ALL SYSTEMS INSTALLED SHALL 1. NPS 1-1/2 AND NPS 2: 60 INCHES WITH 3/8-INCH ROD. -HNC- DOMESTIC HOT WATER RECIRC -W yW STAINER !�g A CONTRACTOR SHALL REFER D THE DESIGN DOCUMENTS FOR ALL OTHER DISCIPLINES FOR PROJECT 4. CELLULAR-CORE ABS PIPE PER ASTM F 628,SCHEDULE 40. COMPLY WITH INDUSTRY RECOGNIZED STANDARDS AND FEATURES. _ H CONSTRUCTION AND OTHER DETAILS WHICH AFFECT THE MECHANICAL INSTALLATION AND SHALL CONFER 5. CELLULAR-CORE PVC PIPE PER ASTM F 891,SCHEDULE 40. 2. NPS 3: 60 INCHES WITH 1/2-INCH ROD. -(� SAFEN RELIEF VALVE 0O Z M J WITH ALL OTHER TRADES FOR FINISH ADJACENT TO ITS WORK AND ARRANGE TO HAVE VISIBLE PORTIONS D. BELOW GRADE SANITARY WASTE AND VENT SHALL BE ANY OF THE FOLLOWING: C. INSTALL WALL-PENETRATION FITTING AT EACH SERVICE PIPE PENETRATION THROUGH FDUNDATION WALL 3. NPS 4 PAID NPS 5: 60 INCHES WITH 5/8-INCH ROD. -MPG- MEDIUM PRESSURE NATURAL GAS =A< OF THIS WORK SUCH AS ACCESS DOORS,VALVES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE WITH 1. HUBLESS CAST-IRON SOIL PIPE AND FITTINGS PER CISPI 301;HEAVY-DUTY SHIELDED,STAINLESS STEEL MAKE INSTALLATION WATERTIGHT. /1 J N N ( D. COORDINATE MECHANICAL SYSTEMAS.EQUIPMENT,AND MATERIALS INSTALLATION WITH OTHER BUILDING I4.N INSTALL SUPPORTS FOR VERTICAL CAST-IRON SOIL PIPING EVER!XI FEET. -TUG- LOW PRESSURE NATURE GAS VALVE IN VERTICAL t.J THE FINISH IN A MANNER SATISFACTORY TO THE ARCHITECT. COUPLINGS;AND HUBLESS-CWPLLNG JOINTS. F. INSTALL HANGERS FOR S'. AND PVC PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND 2. SOLID WALL ADS PIPE PER ASTM D 2661,SCHEDULE 40,ASS SOCKET FITTINGS,AND COMPONENTS. SEQUENCE,COORDINATE,AND INTEGRATE RTIALIAR ATTENTION OF MECHANICAL MATERIALS AND -F- FIRE SPRINKLER UNE FLOOR SINK B. CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,CLFMNOUTS,COTS,ETC.)SO THAT THE EQUIPMENT'FOR EFFICIENT FLOW OF THE WORK. GALE PARTICULAR ATTENTION TO LARGE EQUIPMENT MINIMUM ROD 2 AND DIAMETERS'. - CBUNG SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A LIFT-UP TYPE SOLVENT-CEMENTED JOINTS. REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING.GIVE RIGHT-OF-WAY PRIORITY TO SYSTEMS 1. NPS 1-1/2 AND NPS 2: 48 INCHES WITH 3/B-INCH ROD. �A- COMPRESSED AIR FLOOR DRAIN CEILING NOT BE INSTALLED. THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS 3. SOLID WALL PVC PIPE PER ASTM D 2665.SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC SOCKET REQUIRED TO BE INSTALLED AT A SPECIFIED SLOPE. 2. NPS 3: 48 INCHES WITH 1/2-INCH ROD. -MA- MEDICAL AIR 'I;� SPECIFICALLY NOTED ON THE DRAWINGS. ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS FITTINGS,AND SOLVENT-CEMENTED JOINTS. E. WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED,INSTALL SYSTEMS,MATERIALS,AND 3. NPS 4 AND 5: 48 INCHES WITH 5/8-INCH ROD. -@ GRADE CLEANOUT I PRIOR TO INSTALLATION. 4. CELLULAR-CORE ABS PIPE PER ASTM F 828,SCHEDULE 40. EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE. 4. NPS 6: 48 INCHES WITH 3/4-INCH ROD. -ARV- MEDICAL VACUUM BOOR CLEANOUT a C. CEILING HEIGHTS: ARCHITECTURAL DRAWINGS SHALL BE CHECKED FOR CEILING HEIGHTS,WALLS,AND 5. CELLULAR-CORE PVC PIPE PER ASTM F 891,SCHEDULE 40. F. INSTALL SYSTEMS,MATERIALS,AND EQUIPMENT LEVEL AND PLUMB,PARALLEL AND PERPENDICULAR TO 5. INSTALL SUPPORTS FOR VERTICAL ASS AND PVC PIPING EVERY 48 INCHES. �-- CIRCUIT SETTER �(,��(,� CABINETS THAT ARE INTENDED TO CONCEAL WORK OF THIS SECTION. WHERE CONVICTS OCCUR,THE E STORM DRAINAGE PIPING SHALL BE ANY OF THE FOLLOWING: OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTALLED EXPOSED IN FINISHED SPACES. G. STEEL PIPE HANGER INSTALLATION: COMPLY WITH MSS SP-69 AND MSS SP-89. INSTALL HANGERS, J lJ-WALL CLEANOUT ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE WORK. LOCATION OF EXPOSED WORK 1. HUBLESS CAST-IRON SOIL PIPE AND FITTINGS PER CISPI 301;HEAVY-DUTY SHIELDED,STAINLESS-STEEL G. INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING,MAINTENANCE,AND REPAIR OR REPLACEMENT SUPPORTS,CLAMPS,AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM BUILDING - iy HOSE BIBB SUCH AS PIPING,VALVES,SPEAKERS,SPRINKLER HEADS TAKE PRECEDENCE OVER CONCEALED WORK. COUPLINGS;AND HUBLESS-COUPUNG JOINTS. OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL,CONNECT EQUIPMENT FOR EASE OF STRUCTURE ---a-VENT THROUGH ROOF D. CONTRACTOR SFIALL EXERCISE CARE TO MINIMIZE ANY DISTURBANCE TO ADJACENT AREAS OF THE 2. SOLID WALL ABS PIPE PER ASTM D 2661,SCHEDULE 40,ABS SOCKET FITTINGS,AND DISCONNECTING,WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. EXTEND GREASE FITTINGS H. TRAPEZE PIPE HANGER INSTALLATION: COMPLY WITH MSS SP-69 AND MSS SP-89. ARRANGE FOR -* IN-LINE PUMP BUILDING WHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY TEMPORARY PARTITIONS, SOLVENT-CEMENTED JOINTS. TO AN ACCESSIBLE LOCATION. GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING AND SUPPORT TOGETHER ON FIELD-FABRICATED -�-PIPE DOWN II Ya TARPS,ETC.,TO KEEP DUST PAID DIRT IN THE CONSTRUCTION AREA. 3. SOLID WALL PVC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC SOCKET H. DRAWINGS ARE NOT DETAILED TO THE EXIENT THAT ALL PIPING OFFSETS,BENDS,AND SPECIAL FTTINGS TRAPEZE PIPE HANGERS, 1-- PIPE BREAK O PIPE UP E. PROVIDE ALL NECESSARY FLASHING,SEALING,ETC.,TO MAINTAIN THE WATERPROOF INTEGRITY OF THE FITTINGS,AND SOLVENT-CEMENTED JOINTS. ARE SHOWN AND ENACT LOCATION INDICATED;HOWEVER,THEY ARE TO BE PROVIDED WHETHER SHOWN I. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS,BOLTS,RODS,NUTS,WASHERS, -o-OVERFLOW DRAIN BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF 4. CELLULAR-CORE ABS PIPE PER ASTM F 628,SCHEDULE 40. OR NOT.REFER TO SCHEDULES FOR ACCESSORIES. AND OTHER ACCESSORIES. --�I�-UNION WORK. 5. CELLULAR-CORE PVC PIPE PER ASTM F 891,SCHEDULE 40. I. CORE ORIWNG: PROVIDE ALL EQUIPMENT,LABOR AND MATERIAL FOR CORE DRIVING HOLES WHERE J. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED THERMAL AND SEISMIC MOVEMENT OF PIPING O ROOF DRAIN F. INSTALL ALL WORK OF THIS SCOPE TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE AND F. FUEL GALS PIPING SHALL BE ANY OF THE FOLLOWING: APING PENETRATES EXISTING CONCRETE WALLS OR FLOORS. DRILL HOLES 1'LARGER THAN O.D.OF SYSTEMS,TO PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS,AND TO FACUTATE ACTION OF CAP -GAS PRESSURE REGULATOR REPAIR. MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BlT CHANGES 1. ALL SIZES: SIEFL PIPE PER SHALL C A 53/A 53M;TYPE E OR S;GRADE B;BLACK. WALL THICKNESS PIPE. PROTECT ALL SURROUNDING AREAS FORM DAMAGE BY WATER OR DUST WHILE CORE DRIWNG. EXPANSION JOINTS,EXPANSION LOOPS,EXPANSION BENDS,AND SIMILAR LINTS. - ,�DOUBLE CHECK N N INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL O. WROUGHT-STEEL PIPE SHAH COMPLY WITH 81 3,CLAM. WHERE PIPES PASS THROUGH SLEEVES OR CORE DRILLED HOLES,PROVIDE BACKER ROD AND FILL K. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO PIPING WE AND DEAD LOADS AND STRESSES XX-X FIXTURE CALLOUT BACKFLOW PREVENTOR �I G. ALL PENETRATIONS MADE THROUGH RATED ASSEMBUES TO ACCOMMODATE WORK OF THIS SECTION,MUST a. MAIIFABLE-IRON THREADED FITTINGS: ASME 816.3,CLASS 150,STANDARD PATTERN,WITH OUTER�i'DEPTH OF THE ANNULAR SPACE WITH SEALER. FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. X �'"REDUCED PRESSURE .4 BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. THREADED ENDS ACCORDING TO ASME B1.20.1. J. PENETRATIONS ARE PROHIBITED IN ANY STRUCTURAL MEMBERS EXCEPT WHERE NOTED IN DRAWINGS L PIPING SUPPORTED BY THE ROOFTOP SHALL BE A MINIMUM OF 6"ABOVE THE ROOF SURFACE AND _ H. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. COORDINATE ALL b. STEEL WELDING FITTINGS: ASME 816.9,WROUGHT STEEL OR ASME BI6.11,FORGED STEEL ( ) DETAIL CALLOUT aO P BLOCKING,SUPPORT,ETC.,NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL a. UNIONS: ASME 816.39,CLASS 150,MALLEABLE IRON VAIN BRASS-TO-IRON SEAT,GROUND JOINT, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. OBTAIN APPROVAL FOR OTHER FRAMED OPENINGS MLLZE MANUFACTURED PIPING SUPPORTS FOR THIS PURPOSE. X.X XRP BACKFLOW PREIREMOR 00 WHICH MAY BE REQUIRED IN ADDITION TO THOSE SHOWN ON DRAWINGS. PAY ALL COSTS FOR M. USE MATERIALS COMPATIBLE WITH ITEMS BEING SUPPORTED TO AVOID ELECTROLYTIC ACTION,AND EQUIPMENT CALLOIR CONTRACTOR. AND THREADED ENDS ACCORDING TO ASME 81.20.1. ADDITIONAL.CUTTING OF HOLES AS THE RESULT OF INCORRECT LOCATION OF SLEEVES OR FURNISHING CONFORM TO SMACNA,ANSI/ASME 831,NFPA,MSS SP-58,69,89. ® 09 POINT OF CONNECTION 1.3 CODES. STANDARDS. PERMITS. AND FEES d. JOINT COMPOUND AND TAPE SUITABLE FOR NATURAL GS. INCORRECT INFORMATION AS TO THE REQUIREMENTS OF FRAMED OPENINGS 3.5 PAINTING QUICK DISCONNECT A ALL APPLICABLE CODE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS N STEEL FLANGES AND FIRE CO FITTINGS: ASME 816.5. K. FIRE-RATED ASSEMBLY PENETRATIONS: A EXPOSED ABS AND PVC PIPING: PROTECT PLUMBING VENTS EXPOSED TO SUNLIGHT WITH TWO COATS OF 2. NPS 1 AND SMALLER MAY BE CORRUGATED STAINLESS STEEL TUBING SYSTEMS. WORK ARE HEREBY INCORPORATED INTO PAID MADE A PART OF THESE SPECIFICATIONS. THEIR a. DESCRIPTION: COMPLY WITH AGA LC 1 AND INCLUDE THE FOLLOWING: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A FIRE WATER-EASED LATEX PAINT. N PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR,WHO SHALL INFORM THE ARCHITECT IN RATED ASSEMBLY. FIRE SEAL,CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR THE B. DAMAGE AND TOUCHUP: REPAIR MARRED AND DAMAGED FACTORY-PAINTED FINISHES WITH MATERIALS ABBREVIATIONS & DESCRIPTIONS 0 WRITING PRIOR TO SUBMITTING A BID,OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE 1) TUBING: CORRUGATED STAINLESS STEEL WITH PLASTIC JACKET OR COATING. ASSEMBLY RATING IT IS APPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS WRITTEN AND PROCEDURES TO MATCH ORIGINAL FACTORY FINISH. ENFORCED LAWS,CODES,OR REGULATIONS. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO 2) FITTINGS: COPPER ALLOY WITH ENDS MADE TO FIT CORRUGATED TUBING, INCLUDE ENDS WITH INSTRUCTIONS. ALL SUCH MATERIALS SHALL MEET STATE,LOCAL,AND AUTHORITIES CODES AND 3.6 ACCESS DOORS AND PANELS AB.C. ABOVE CEILING KES KITCHEN EQUIPMENT SUPPLIER C C BE CONTRARY TO SUCH LAWS,ORDINANCES,RULES AND REGULATIONS,AND WITHOUT NOTICE TO THE THREADS ACCORDING TO ASME B1.20.1 IF CONNECTION TO THREADED PIPE OR FITTINGS IS STANDARDS. w ARCHITECT,HE SHALL ASSUME FULL RESPONSIBILITY,AND SHALL BEAR ALL COSTS ASSOCIATED WITH REQUIRED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIRE RATED ASSEMBLY LOCATIONS AND RATINGS. A ARCHITECTURAL ACCESS DOORS OR PANELS: COORDINATE REQUIREMENTS FOR ACCESS PANELS AND AFF ABOVE FINISHED FLOOR LPG LIQUIFIED PETROLEUM GAS BRINGING WORK INTO COMPLIANCE. 3) STRIKER PLATES: STEEL,DESIGNED TO PROTECT TUBING FROM PENETRATIONS. DOORS WHERE MECHANICAL ITEMS REQUIRING ACCESS ARE CONCEALED BEHIND FINISHED SURFACES. AV ACID VENT LWCO LOW WATER CUTOFF L SEISMIC RESTRAINT: N E THIS CONTACTOR SWAN.PROVIDE ACCESS PANELS OR DOORS OF SUFFICIENT SIZE TO ALLOW ACCESS TO AW ACID WASTE MAX. MAXIMUM C' B. WHERE DRAWINGS OR SPECIFICATIONS CALL FOR MATERIAL OR CONSTRUCTION OF A BETTER QUALITY OR 4) MANIFOLDS: MALLEABLE IRON OR STEE1.WITH PROTECTNE COATING. INCLUDE THREADED 1. THE CONTRACTOR SHALL PROVIDE PROPER MECHANICAL SEISMIC RESTRAINTS FOR ALL INSTALLED HIS WORK THAT REQUIRES ACCESS FOR MAINTENANCE OR INSPECTION. BFF BELOW FINISHED FLOOR MIN. MINIMUM 9 U HIGHER CAPACITY THAN REWIRED Bi THE ABOVE-MENTIONED CODES AND STANDARDS,THE PROVISIONS CONNECTIONS ACCORDING TO ASME B1.20.1 FOR PIPE INLET AND CORRUGATED TUBING ITEMS INCLUDING,BUT NOT UMTIED TO,DUCTS,PIPING,EQUIPMENT AND ACCESSORIES.THE OF THE DRAWINGS OR SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE OUTLETS. CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS AS LISTED BY THE CODES USED BY THE AHJ OR 3.7 CLEANING. TESTING AND BALANCING BG BELOW GRADE NG NATURAL GAS m CODES AND STANDARDS. b. ACCEPTABLE MANUFACTURERS:OMEGPFLIX,INC.,TITEFLEX CORP.,TRU-FLEX METAL HOSE CORP., AS SHOWN ON THE DRAWINGS A CLEAN INTERIOR OF PIPING. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES. CA COMPRESSED AIR U (WHICHEVER IS MORE STRINGENT). (N) NEW C. THE THISRESPECTIVEO OF WORK THIS AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED WARD INDUSTRIES,INC. 3 3 PLUMBING SYSTEMS INSTALLATION B. CLEAN AND DISINFECT POTABLE DOMESTIC USING PURGING AND DISINFECTING PROCEDURES PRESCRIBED CD CONDENSATE DRAIN N.O. NORMALLY OPEN(VALVE) p FOR THIS SCOPE OF WORK ON THIS PROJECT. THE SUB-CONTRACTORS SHALL XPE ALSO SCHEDULE ALL G. INDIRECT WASTE PIPING SHALL BE ANY OF THE FOLLOWING: A INSTALL SOIL AND WASTE DRAINAGE AND VENT PIPING AT THE FOLLOWING MINIMUM SLOPES,UNLESS BY AUTHORITIES HAVING JURISDICTION OR,IF METHODS ARE NOT PRESCRIBED,PROCEDURES DESCRIBED C.I.N.H. CAST IRON NO HUB N.C. NORMALLY CLOSED(VALVE) IL REQUIRED INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE. 1. SOLID WALL PVC PIPE PER ENT D JOINTS. SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC SOCKET IN EITHER AWWA C651 OR AWNA C652 OR AS DESCRIBED BELOW: CO CLEANOUT 1.4 SUBMITTALS AND SUBSTITUTIONS OTHERWISE INDICATED: ON OVER HEAD FITTINGS,PAID SOLVENT-CEMENTED JOINTS. 1. FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT CFF CAP FOR FUTURE POC POINT OF CONNECTION - 2. HARD COPPER TUBE CONFORMING TO ASTM 8-88,TYPE M WATER MBE,DRAWN PAID TEIAPER;COPPER 1. BUILDING SANITARY DRAIN: 2 PERCENT DOWNWARD IN DIRECTION OF ROW FOR PIPING NPS 4 rWD pI1TIlTg, CKV CHECKVALVE A CONTRACTOR SHALL SUBMIT SIX(6)COPIES OF SUBMITTALS TO THE ARCHITECT FOR APPROVAL PRIOR TO SMALLER;1 PERCENT DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 5 AND LARGER. (R) PIPE RISE ORDERING OR(RATINGS, SUBMITTALS IM INCLUDE MATERIALS,GAUGES,TEMPERATURE,PRESSURE AND PRESSURE PLUMBING PER ASME 816.18;AND ALLOY SN95 SOLDER WITH WATER SOLUBLE FLUX. 2• HORIZONTAL SANITARY DRAINAGE PIPING: 2 PERCENT DOWNWARD IN DIRECTION OF FLOW. 2• FILL SYSTEM SO PERT THEREOF WITH WATER/CHLORINE SOLUTION WITH S. LEAST 50 PPM OF CW COLD WATER RIO ROUGH-IN ONLY H. VALVES AND PLUMBING SPECIALTIES: CHLORINE. ISOLATE WITH VALVES AND ALLOW TO STAND FOR 24 HOURS. CX CONNECT TO EXISTING PERFORMANCE RATINGS,CONNECTIONS,DIMENSIONS,PAID REWIRED CLEARANCES. ALSO INDICATE I3.N VENT PIPING: 1 PERCENT DOWN TOWARD VERTICAL RWIS VENT OR TOWARD VENT STACK. SHT. SHEET PL FURNISHED SPECIALITIES AND ACCESSORIES. PROVIDE PRODUCT DATA FOR EACH PIECE OF 1. ACCEPTABLE MANUFACTURERS: WATTS,APOLLO,RED&WHITE,NIBCO,MILWAUKEE,ARMSTRONG B. INSTALL PIPING IN CONCEALED LOCATIONS,UNLESS OTIHERWISE INDICATED MIND EXCEPT IN EQUIPMENT 3. FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHLORINE IS IN WATER COMING FROM (p) PIPE DROP 2. GENERAL USE VALVES: SYSTEM AFTER THE STANDING TIME. SCAN SOFT COLD WATER EQUIPMENT/COMPONENT LISTED BELOW: a. BALL VALVE(FULL PORT THRU 31 -WATTS FBVS-1 SERIES ROOMS AND SERVICE AREAS, C. TEST DOMESTIC WATER PIPING AS FOLLOWS: ON PIPE DROP TO NEXT LEVEL SOC SHUT OFF COCK(GAS) 1. FLOOR AND ROOF DRAINS,FLOOR SINKS,ClEAN0U15. G INSTALL DOMESTIC WATER PIPING LEVEL WITH 0.25 PERCENT SLOPE DOWNWARD TOWARD DRAIN. OIL DETAIL 2. ALL PLUMBING FIXTURES AND ACCESSORIES. b. GATE VALVE(THRU 4�-WATTS WGV-1 SERIES 1. FILL DOMESTIC WATER PIPING. CHECK COMPONENTS TO DETERMINE THAT THEY ARE NOT AIR BOUND SOV SHUT OFF VALVE cl) D. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO ENSURE CONNECTION AT INVERT AND THAT PIPING IS FULL OF WATER. (E) EXISTING TPL TRAP PRIMER LINE 3. PUMPS. a. GAS(THRU 11-WAITS GBV SERIES ELEVATION NOTED ON DRAWINGS. MAINTAIN NOT LESS THAN 48"OF COVER OVER WATER PIPING,36' 2. LEAVE NEW,ALTERED,EXTENDED,OR REPLACED DOMESTIC WATER PIPING UNCOVERED AND F FIRE SERVICE UG UNDERGROUND z 4. WATER HEATERS. d. GLOBE(THRU 21-WATTS GLV SERIES OVER WASTE PIPING, UNCONCEALED UNTIL IT HAS BEEN TESTED AND APPROVED. EXPOSE WORK THAT WAS COVERED OR FCO FLOOR CLEANOUT UP PIPE RISE TO NEXT LEVEL C 5. VALVES AND PIPE ACCESSORIES. e. CHECK(THRU 31-WATTS WCV-2 SERIES E WY BURIED BUILDING DRAINAGE PAID STORM PIPING BEGINNING AT LOW POINT OF EACH SYSTEM. CONCEALED BEFORE R WAS TESTED. FIND FOUNDATION DRAIN US UNDER SLAB 6. PIPE INSULATION PAID LOCATIONS. I. STRAINER(THRU 2�-WATTS S777SI SERIES INSTALL TRUE TO GRADES AND ALIGNMENT INDICATED,WITH UNBROKEN CONTINUITY OF INVERT. PUCE 3. CAP AND SUBJECT PIPING TO STATIC WATER PRESSURE OF 50 PSIG ABOVE OPERATING PRESSURE, GCO GRADE CLEANOUT 11TR UP THRU ROOF B. APPROVED MANUFACTURERS,WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED,ARE LISTED IN g. BALANCE(THRU 31-WATTS CSM-61-Ml SERIES HUB ENDS OF PIPING UPSTREAM. INSTALL REQUIRED GASKETS ACCORDING TO MANUFACTURER'S WRITTEN WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS. ISOLATE TEST SQURCE AND GC HOT WATER V VENT THE EQUIPMENT SCHEDULES. ANY SUBMITTAL FOR CONSIDERATION AS AN EQUAL TO THAT SCHEDULED h. BUITL.ERFLY(3'AND URGER)- INSTRUCTIONS FOR USE OF LUBRICANTS,CEMENTS,AND OTHER INSTALLATION REQUIREMENTS. MAINTAIN ALLOW TO STAND TOR FDUR HOURS. LEAI(S PAID LOSS IN TEST PRESSURE CONSTTI111E DEFECTS VA VALUE Q HWC HOT WATER CIRCULATION U MUST CONTAIN ALL INFORMATKN REQUIRED TO EVALUATE THIS CWM. MANUFACTURERS NOT LISTED AS 3. WATER HAMMER ARRESTERS(SIOUX CHIEF,PPP,SMITH): METAL BELLOWS OR COPPER TUBE WITH SWAB IN PIPING AND PULL PAST EACH JOINT AS COMPLETED. THAT MUST BE REPAIRED. IDW INDIRECT WASTE VTR VENT THRU ROOF EQUAL MUST SUBMIT IN WRITING FOR APPROVAL FIVE DAYS PRIOR TO BID CLOSING. PISTON PER ASSE 1010 OR POI-WH 2O1. PROVIDE ACCESS PANELS AS REQUIRED. F. MAKE CHANGES IN DIRECTION FOR SOIL,WASTE,AND STORM DRAINAGE AND VENT PIPING USING 4. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST PIPING OR PORTION THEREOF UNTIL LE• INVERT ELEVATION W WAS C. CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITII ALL OTHER I. DIELECTRIC FITTINGS APPROPRIATE BRANCHES,BENDS,AND LONG-SWEEP BENDS. SANITARY TEES AND SHORT-SWEEP 1/4 SATISFACTORY RESULTS ARE OBTAINED. DISCIPLINES.EQUIPMENT OF GREATER POWER,DIMENSIONS,TINGCAPACITIES,N AND RATINGS MAY IC FURNISHED 1. COMBINATION FITTING OF COPPER ALLOY AND FERROUS MATERIALS WITH THREADED,SOLDER-JOINT, BENDS MAY BE USED ON VERTICAL STACKS IF CHANGE IN DIRECTION OF FLOW IS FROM HORIZONTAL TO D. TEST SANITARY DRAINAGE AND VENT PIPING ACCORDING TO PROCEDURES OF AUTHORITIES HAVING ERR IRRIGATION WCO WALL CLEANOUT - LL PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN NR,BG AND CONNECTING MECHANICAL AND PLAIN,OR WELD-NECK END CONNECTIONS THAT MATCH PIPING SYSTEM MATERIALS. VERTICAL. USE LONG-TURN,DOUBLE Y-BRANCH AND 1/8-BEND FITTINGS IF 2 FIXTURES ARE JURISDICTION OR,IN ABSENCE OF PUBLISHED PROCEDURES,AS FOLLOWS: U ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,MNO EQUIPMENT SPACES ARE 2. DIELECTRIC UNIONS: FACTORY-FABRICATED,UNION ASSEMBLY,FOR 250-PSIG MINIMUM WORKING INSTALLED BACK TO BACK OR SIDE BY SIDE WITH COMMON DRAIN PIPE STRAIGHT TEES,ELBOWS,AND 1. ROUGHING-IN PLUMBING TEST PROCEWRE: TEST DRAINAGE AND VENT PIPING,EXCEPT OUTSIDE SHEET INDEX 0 INCREASED. NO ADDITIONAL COSTS WILL BE APPROVED FOR THESE INCREASES,A URGER EQUIPMENT IS PRESSURE AT 160 DEG F. CROSSES MAY BE USED ON VENT LINES. DO NOT CHANGE DIRECTION OF FLOW MORE THAN 90 LEADERS,ON COMPLETION OF ROUGHING-IN. CLOSE OPENINGS IN PIPING SYSTEM AND FILL WITH APPROVED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE 3. DIELECTRIC COUPUNGS: GALVANIZED-STEEL COUPLING WITH INERT AND NONCORROSNE,THERMOPLASTIC DEGREES. USE PROPER SIZE OF STANDARD INCREASERS AND REDUCERS IF PIPES OF DIFFERENT SIZES WATER TO POINT OF OVERFLOW,BUT NOT LESS THAN 10-FOOT HEAD OF WATER. FROM 15 LLI IL EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. UNING;THREADED ENDS;AND 300-PSIC MINIMUM WORKING PRESSURE AT 225'F. ARE CONNECTED. REDUCING SIZE OF DRAINAGE PIPING IN DIRECTION OF FLOW IS PROHIBITED. MINUTES BEFORE INSPECTION STARTS TO COMPLETION OF INSPECTION,WATER LEVEL MUST NOT P000 PLUMBING INDEX,LEGEND,ABBREVIATIONS AND SPECIFICATIONS 1.5 DELIVERY. STORAGE. AND HANDLING 2 G. INSTALL CLEANOUIS AT GRADE WHERE BUILDING STORM DRAINS EXIT THE BUILDING. CLEANOUIS ARE DROP. INSPECT JOINTS FOR LEAKS. P211 PWMBING FLOOR PLAN A DELIVER PRODUCTS TO THE PROJECT PROPERLY IDENTIFIED WITH NAMES,MODEL NUMBERS,TYPES, SPECIFIED ON PLUMBING SCHEDULE. 2. FINISHED PLUMBING TEST PROCEDURE: AFTER PLUMBING FIXTURES HAVE BEEN SET AND TRAPS P221 PLUMBING ROOF PLAN GRADES,COMPLIANCE LABELS,AND OTHER INFORMATION NEEDED FOR IDENTIFICATION. A SOLDERED JOINTS: USE R;A B ASTM WATER-PROCEDU E,LEAD-FREE FLUX;E IN B 32, ca B. ALL MECHANICAL EQUIPMENT AND MATERIAL ITEMS SHALL BE PROTECTED FROM WEATHER AND VANDALISM -FREE-ALLOY SOLDER;AND ASTM B 828 PROCEDURE,UNLESS OTHERWISE INDICATED. H. INSTALL CAST-IRON SOIL PIPING ACCORDING TO CSPI'S'CAST IRON SOIL PIPE AND FITTINGS HANDBOOK; FILLED WITH WATER,TEST CONNECTIONS AND PROVE THEY ARE GASTIGHT AND WATERTIGHT. PLUG P300 PWMBING DETAILS �,/� B. BRAZING FILLER METALS: AWS A5.8,SCUP SERIES,COPPER-PHOSPHORUS ALLOYS FOR GENERAL-DUTY CHAPTER V,INSTALLATION OF CAST IRON SOIL PIPE AND FITTINGS; VENT-STACK OPENINGS ON ROOF AND BUILDING DRAINS WHERE THEY LEAVE BUILDING. INTRODUCE VJ PRIOR IC ACTUAL INSTALLATION. FAN WHEELS,PUMPS AND OTHER ROTATING MACHINERY OR M R BRAZING,UNLESS OTHERWISE INDICATED;AND AWS A5.8,BAGI,SILVER ALLOY FOR REFRIGERANT PIPING, L CONNECT SOIL AND WASTE PIPING TO EXTERIOR SANITARY SEWERAGE PIPING. USE TRANSITION FITTING AIR INTO PIPING SYSTEM EQUAL TO PRESSURE OF 1-INCH WG. USE U-TUBE OR MANOMETER PERIODICALLY ROTATED DURING STORAGE. ANY FACTORY PAINTED EQUIPMENT SCRATCHED OR MARRED UNLESS OTHERWISE INDICATED. TO JOIN DISSIMILAR PIPING MMTEI MS. INSERTED IN TRAP OF WATER CLOSET TO MEASURE THIS PRESSURE. AIR PRESSURE MUST REMAIN 0 DURING SHIPMENT OR CONSTRUCTION SHALL BE RESTORED TO ORIGINAL,'NEW'CONDITION. THIS C. EXTRUDED-TEE CONNECTIONS: FORM TEE IN COPPER TUBE ACCORDING TO ASTM F 2014. USE TOOL J. DO NOT ENCLOSE,COVER,OR PUT PIPING INTO OPERATION UNTIL IT IS INSPECTED AND APPROVED BY CONSTANT WITHOUT INTRODUCING ADDITIONAL AIR THROUGHOUT PERIOD OF INSPECTION, INSPECT Lu INCLUDES COMPLETE REPAINTING OF THE EQUIPMENT IF NECESSARY TO PROVIDE EXACT PAINT MATCH. DESIGNED FOR COPPER TUBE;DRILL PILOT HOLE,FORM COLIAR FOR OUTLET,DIMPLE TUBE TO FORM AUTHORITIES HAVING JURISDICTION. PLUMBING FIXTURE CONNECTIONS FOR GAS AND WATER LEAKS. C C. CONTRACTOR IS RESPONSIBLE FOR RECEIVING AND OFFLOADING EQUIPMENT OF HIS SCOPE IMMEDIATELY SEATING STOP,AND BRAZE BRANCH TUBE INTO COLOUR. K. INSTALL WATER HAMMER ARRESTERS IN WATER PIPING ACCORDING TO PDI-WH 2O1. E G PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES rr UPON RECEIPT,CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND MATERIAL FOR SHIPPING DAMAGE AND D. SOLVENT CEMENTS FOR JOINING PLASTIC PIPING: L INSTALL AIR VENTS AT HIGH POINTS OF WATER PIPING. CONTAINED IN NEBB'S'PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF o REPLACE ANY DEFECTIVE ITEMS AT NO INCREASE TO CONTRACT AMOUNT. 1. PBS PIPING: ASIM D 2235. M. INSTALL VENT PIPING FOR GAS PRESSURE REGULATORS AND GAS TRAINS,EXTEND OUTSIDE BUILDING, ENVIRONMENTAL SYSTEMS'. 1.6 SEQUENCING AND SCHEDULING 2. CPVC PIPING: ASTM F 493. AND VENT M ATMOSPHERE TERMINATE VENTS WITH TURNED-DOWN,REDUCING-ELBOW FITTINGS WITH F. PREPARE TEST REPORTS WITH PERTINENT DESIGN DATA AND NUMBER IN SEQUENCE STAPLING AT PUMP M A COORDINATE PLUMBING EQUIPMENT INSTALLATION WITH OTHER BUILDING COMPONENTS PRIOR TO 3. PVC PIPING: ASTM D 2564. INCLUDE PRIMER ACCORDING TO ASTM F 656. CORROSION-RESISTANT INSECT SCREENS IN LARGE END. TO END OF SYSTEM. CHECK THE SUM OF BRANCH-CIRCUIT FLOWS AGAINST APPROVED PUMP FLOW GENERAL PLUMBING NOTES of w ORDERING OR FABRICATION OF ADJOINING WORK. E. PVC TO ABS PIPING TRANSITION: ASTM D 3138. N. CONNECT GAS PIPING TO APPLIANCES USING GAS SHUT-OFF VALVES,DIRT-LEGS,AND UNIONS. INSTALL RATE CORRECT VARIATIONS THAT EXCEED PLUS OR MINUS 5 PERCENT. (RE:ALL PLUMBING SHEETS) FW" O❑ B. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN P INSULATION VALVE UPSTREAM OF AND WITHIN 72'OF EACH APPLIANCE. INSTALL UNION DOWNSTREAM FROM VALVE 3.8 CONTROLS AND ELECTRICAL COMPONENTS9 2- . POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. A ALL INSULATION SHALL MEET FLAME/SMOKE SPREAD RATING OF 25/50 ACCORDING TO ASTM E84 AND NFPA PROVIDE FLEXIBLE CONNECTOR AT ALL EQUIPMENT THAT EXPERIENCES VIBRATION. A WHERE REQUIRED,CONTRACTOR SHALL FURNISH A COMBINATION STARTER SIZED IN ACCORDANCE WITH GI COORDINATE LOCATION OF VENTS THROUGH ROOF TO MAINTAIN TO'CLEARANCE FROM OUTSIDE AIR INTAKES. ca J J ARRANGE FOR CHASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF 90A, 0. INSTALL CALIBRATED BALANCING VALVES IN EACH HOT-WATER CIRCULATION RETURN BRANCH AND THE MOTOR RATING. STARTER SHALL BE SUPPLIED WIl}I FUSES OR CIRCUIT BREAKERS,CONTROL � CONSTRUCTION TO ALLOW FOR MECHANICAL INSTALLATIONS. B. INSULATION TYPES: DISCHARGE SIDE OF EACH PUMP AND CIRCULATOR. SET CALIBRATED BALANCING VALVES PARRY OPEN TRANSFORMER,OVERLOADS,ONE N.O.AND ONE N.C.AUXILIARY CONTACTS,AND AN HOA SWITCH IN THE G2 SITE UTILITIES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING SERVICES. < 1c/1AyqWT LL Q C. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND EQUIPMENT FOR TO RESTRICT BUT NOT STOP FLOW. '1 Q N LC 1. FLEXIBLE EIASIOMERIC: CLOSED-CELL,SPONGE-OR EXPANDED-RUBBER MATEIRIAI.S. COMPLY WITH CABINET COVER. STARTER ENCLOSURE SHALL BE NEMA RATED FOR ITS LOCATION. STARTER SHALL BE COORDINATE WORK WITH THE SITE UTILITIES CONTRACTOR TO ENSURE PROPER INVERT ELEVATION,PIPE SLOPE W N Z EFFICIENT FLOW OF THE WORK. COORDINATE INSTALLATION OF URGE EQUIPMENT REQUIRING POSITIONING ASTM C 534,TYPE I FOR TUBULAR MATERIALS AND TYPE II FOR SHEET MATERIALS. P. INSTALL ESCUTCHEONS FOR PENETRATIONS OF WALLS,CEIUNGS,AND FLOORS ACCORDING TO THE WIRED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. GRADIENT,PIPE SZE AND SEPARATION WITHIN TRENCH WORK. NOTIFY ARCHITECT OR ENGINEER OF ANY PRIOR TO CLOSING IN THE BUILDING. FOLLOWING: L ® .- 2. CUSS-FIBER,PIPE H FACTOR: GLASS FIBERS BONDED WITH A WITH ASTM C 1 RESIN. SEMI RIGID B. CONTRACTOR SHALL PROVIDE A COMPLETE CONTROL THERMOSTATS, S, OPERATE THE EQUIPMENT AS DESCRIBED DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. D. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND OVERHEAD BOARD MATERIAL WITH FACTORY-APPLIED ASl JACKET COMPLYING WITH ASTM C 1393,TYPE II OR TYPE 1. BARE PIPING AT WALL PAID FLOOR PENETRATIONS IN FINISHED SPACES,AND WITHIN CABINETS AND IN THESE DOCUMENTS. SYSTEM SHALL INCLUDE THERMOSTATS,LOW VOLTAGE WIRING,TRANSFORMERS, UTILITIES AND SERVICES. COMPLY WITH REQUIREMENTS OF GOVERNING REGULATIONS,FRANCHISED IIIA CATEGORY 2,OR WITH PROPERTIES SIMILAR TO ASTM C 612,TYPE IB. NOMINAL DENSITY IS 2.5 MILLWORK: ONE-PIECE,CAST-BRASS TYPE WITH POLISHED CHROME-PLATED FINISH. AND ASSOCIATED APPURTENANCES REQUIRED TO MEET THE INTENT OF THESE DOCUMENTS. G3 CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,CLFINOUTS,COTS,ETC.)SO THAT THE CEILING SERVICE COMPANIES,AND CONTROLLING AGENCIES. COORDINATE CONNECTION OF ELECTRICAL SERVICES. Q. INSTALL MANUFACTURED PIPE MARKERS INDICATING SERVICE ON EACH PIPING SYSTEM. INSTALL WITH O 6 LB/CU.FT.OR MORE. THERMAL CONDUCTIVITY(K-VALUE)AT 100 DEG F IS 0.29 BTU X IN./H X SO. SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A LIFT-UP TYPE CEILING NOT ILLLLYYY E PROVIDE IDENTIFICATION OF ALL EQUIPMENT. COORDINATE INSTALLATION OF IDENTIFYING DEVICES AFTER FLOW INDICATION ARROWS SHOWING DIRECTION OF FLOW. SPACE AT MAXIMUM INTERVALS OF 50 FEET FT.X DEG F OR LESS. BE INSTALLED. THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS F HIS WORK UNLESS SPECIFICALLY COMPLETING COVEWNG AND PAINTING WHERE DEVICES ARE APPLIED TO SURFACES. INSTPIL IDENTIFYING ALONG EACH RUN. REDUCE INTERVALS TO 25 FEET IN AREAS OF CONGESTED PIPING AND EQUIPMENT. m 3. JACI(ETS: NOTED ON THE DRAWINGS. ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS PRIOR TO DEVICES PRIOR TO INSTALLING ACOUSTICAL CEILINGS PAID SIMILAR CONCEALMENT. R. ALL VENT-THROUGH-ROOF(VTR)PENETRATIONS SHOWN ON PLANS ARE PRELIMINARY. FINAL LOCATIONS 0 a. PROVIDE ALUMINUM JACKET TO COMPLY WITH ASTM B 2ON.ALLOY 3003,MILS, OR OR 5005, INSTALUTON. 1.7 PROJECT CLOSE-OUT TEMPER H-14,ON All EXTERIOR PIPING WITH INSULATION. PROVIDE 3-MIL VAPOR BARRIER. ARE TO BE COORDINATED WITH ALL TRADES. ALL VIRS SHALL BE A MINIMUM OF TEN FEET FROM ANY A CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR MY DEFECTS IN C. INSULATION SCHEDULE: FRESH AIR INTAKE. THIS CONTRACTOR TO BE RESPONSIBLE FOR THE PROPER FLASHING AND SEALING G4 PROVIDE ALL NECESSARY FLASHING,SEALING,ETC.TO MAINTAIN THE WATERPROOF INTEGRITY OF THE BUILDING WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE OWNER. 1. DOMESTIC COD WATER: OF VTR PENETRATIONS OF THE ROOF ASSEMBLY. AS REQUIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF WORK. r CONTACTOR MUST ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED TO REPAIR OR REPLACE HIS a. ALL SIZES. INSULATION SHALL BE ONE OF THE FOLLOWING: 3.4 HANGING AND SUPPORTING x WORK AS WELL AS WORK OF OTHER TRADES THAT MAY BE AFFECTED BY THIS REPLACEMENT. 1) GLASS-FIBER PIPE INSULATION,TYPE 1: 1/2 INCHES THICK. A PROVIDE PIPING HANGERS,SUPPORTS AND BUILDING ATTACHMENTS FROM GRINNELL B-UNE,O.Z., G5 ALL PENETRATIONS MADE THROUGH RATED ASSEMBUES TO ACCOMMODATE WORK OF THIS SECTION MUST BE fL•Li7 B. CONTRACTOR SHALL MAINTAIN I REDLED SET OF CONSTRUCTION DRAWINGS SHOWING DEVIATIONS 2) FLEXIBLE ELASTOMERIC: 1/2 INCH NICK. SUPER-STRUT,GEDNEY,MICHIGAN HANGER,BERGEN/CARPENTER,OR PATTERSON. SEALED TO MOUNTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. Q BETWEEN THE DRAWINGS AND INSTALLED CONDITIONS. THESE SHAH BE TURNED OVER TO THE OWNER 2• DOMESTIC HOT WATER: B. SUPPORT ALL DUCTWORK,PIPING,AND EQUIPMENT AS REQUIRED BY THE LOCAL.CODES,MANUFACTURER'S AT ACCEPTANCE OF THE WORK. a. ALL SIZES. INSULATION SHALL BE ONE OF THE FOLLOWING: RECOMMENDATIONS,AND STANDARD INDUSTRY PRACTICE. G6 PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. COORDINATE ALL BLOCKING, z C. PROVIDE THREE IP COMPLETE SETS, OPERATION PAID MAINTENANCE MANUALS. THESE ARE TO 1) GLASS-FIBER PIPE INSULATION,TYPE 1: 1/2 INCHES THICK. SUPPORT,ETC.NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERA CONTACTOR. INCLUDE ALL EQUIPMENT CLIP-SHEETS,MA,AND ONRS RECOMMENDED MAINTENANCE PROCEDURES, 2) FLEXIBLE EIASTOMERIC: 1/2 INCH THICK. f PY MANUFACTURERS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE LETTER AND CONTACT G7 THE SCOPE OF SUBKCONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED FOR V 3. DOMESTIC RECIRCULATED HOT WATER: THS INFORMATION a. NPS 1-1/2 AND SMALLER: INSULATION SHALL BE ANY OF THE FOLLOWING: INSPECTIONS AND OBTAIN CERTIFICATES ON THIS PROJECT. OR HIS WORK,AT HORS SHALL IS ALSO SCHEDULE ALL REQUIRED z D. PROVIDE THREE(3)REVIEWED BALANCE REPORTS OF WATER AND AIR SYSTEMS AS APPLICABLE. 1) FLEXIBLE ELASTOMERIC: 1 INCH THICK. 2) GLASS-FIBER PIPE INSULATION,TYPE I:I INCH THICK. GB CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER DISCIPUNES. ca b. NPS 2 AND LARGER: INSULATION SHALL BE ANY OF THE FOLLOWING: EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED PROVIDED SUCH 1) GLASS-FIBER PIPE INSULATION,TYPE 1:2 INCH THICK. PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING MECHANICAL AND ELECTRICAL SERVICES, 4. STORM DRAINAGE PIPING: CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES.AND EQUIPMENT SPACES ARE INCREASED. NO ADDITIONAL < a. DRAIN BODIES AND HORIZONTAL PIPING. INSULATION SHALL BE ONE OF THE FOLLOWING: COSTS WILL BE APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS APPROVED. IF MINIMUM ENERGY J 2) 4'BAIT INSULATION MAY BE USED FOR DRAIN BODIES. RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE EQUIPMENT MUST MEET THE DESIGN. 1) GLASS-FIBER PIPE INSULATION,TYPE I: AI INCH THICK. REQUIREMENTS AND COMMISSIONING REQUIREMENTS. �� D. ACCEPTABLE MANUFACTURERS: ARMSIRONG,CERTAINIEED,OWENS-CORNING,JOHNS MANVILLE,ARMACELL . PROJECT#:�4200 1. . A . .• - I _ . E N G-FNB LE'K N G DATE:05/15/15 1. .. ..: .r . _ , I I Mena"RD�e36 2 rc. DROWN BY:TSAR . _ - _ - . - Wfldiph ,1138 T SCALE:NTS . - - f..2W.ze= P�WU-W Doom 1 . I_ 2 I 3 I 4 1 5 I 6 I 7 1 8 1 9 1 10 I 11 P tUUU`f J 1 1 2 1 3 1 4 5 1 6 I 7 1 8 1 9 1 10 1 11 \ONAL P F, �dI�Q�AST 9 PLUMBING FIXTURE SCHEDULE OF,�=�� 7/1�i5NN AELV1 = PIPE CONNECTIONS y EQUIPMENT DESCRIPTION SIZE MANUFACTURER MODEL NOTES U NO. TRAP WASTE VENT C.W. H.W. Z= DRINKING FOUNTAIN BARRIER FREE BI-LEVEL,VINYL CLAD STEEL DRINKING FOUNTAINS WITH BUBBLER O 4°PVC ( DF-1 (ADA,HIAC WITH 18EACH 9 1-1/4x 1-1/2 1-1/2 1/2 -- ELKAY LMABFTLDDWSLK HEADS,PUSH BUTTON ACTIVATION,WASTE STRAINERS,BOTTLE FILLER WITH O Q RD-1 BOTTLE FILLER) EACH 1-1/2 COUNTER,AND MOUNTING SYSTEM.MOUNT PER ADA REQUIREMENTS. w �_ ao� FD-1 FLOOR DRAIN - 2"/3" 2"/3' 2" SIOUX CHIEF 832-2PNR ROUND NICKEL,BRONZE STRAINER. U - O F 2 SIOUX CHIEF 834-4PNR CLEANOUT ADJUSTABLE HEIGHTAFTER POUR WITH ROUND NICKEL COVER FOR PVC - FCO FLOOR CLEANOUT LINE SIZE -- -- -- -- - Co Q y y (� OR ABS PIPE. 4 -a I----C' w 'Ari Dt 3 GCO-1 GRADE CLEAN LINESIZE(SEE LINE _ _ _ JOSAM CASTIRONTOP,ABS PLUG WITH GASKETSEAL.$IZETO MATCH WASTE PIPING. In PLANS)PLANS) - SIZE O ANTI-SIPHON,AUTOMATIC DRAINING WITH ONE REMOVABLE OPERATING KEY TO �w _� ...y HOSE BIBS �1 mJ HB-1 -- -- -- -- 3/4 -- WOODFORD 67 BE FURNISHED WITH EACH HYDRANT.FLUSH MOUNTAT 18'ABOVE FINISHED o L.L o a -. U - -- - (FREAVATORY GRADE. p F U W LAVATORY 1-1/4 MOEN L4621 FAUCET WITH SINGLE HANDLE,OFFSET GRID DRAIN ASSEMBLY FOR ®��yQ i AMERICAN 0355.012 'Q __._ -___-.....-_-._..... —__.___ - __..-....._--..__ .............- _ _.______ L-1 (WALLHUNG,ADA 21x18 1-1/2 x 1-1/2 1/2 1/2 WHEELCHAIR;PROVIDE ADA INSULATION KIT.FURNISH WITH JAY R SMITH 0700 Oz^~ STANDARD "LUCERNE" z J � COMPLIANT) 1-1/2 WALL CARRIER. ROOF ASS OR PVCSOLVENT WELD ROOF DRAIN WITH POLYPROPYLENE DOME STRAINER, v UP � RD-1 DRAIN/OVERFLOW 4 4 -- -- -- SIOUX CHIEF 867-P4 867-C UNDER DECK CLAMP.OVERFLOW SHALL BE THE SAME WITH STP20VERFLOW STANDPIPE INSTALLED. 'I SS-1 SERVICE SINK 32x32x16 3 3 2 3/4" 3/4" FLORESTONE MODEL85 TERRAZO MOP SINK WITH(2)FLANGES,INTEGRAL BRASS DRAIN BODY.T&S BRASS B-0665-BSTP FAUCET,B-0618-01 HOSE. - VITREOUS CHINA;WALL HUNG.SLOAN ROYAL 111-YBYO FLUSH VALVE,AT44.1" ER CLOSET ELONGATED WC-1 -- 3 2 1 -- AMERICAN 3351.103 AFF,OPERATING AT 3k FORCE.LOCATE VALVE ON WIDE SIDE OF TOILET.1.6 WAT FLUSH VALVE BOWL STANDARD II - � GPM/FLUSH.OPEN FRONT SEAT,WHITE,J.R.SMITH CARRIER. LL - UNESIZE(SEE LINE TAPERED BRONZE PLUG AND STAINLESS STEEL COVER.SIZETO MATCH WASTE WCO-1 WALL CLEAN OUT PLANS) SIZE -- JOSAM 58910 PIPING,2"MINIMUM. - 2°SS DF-1 GENERAL SCHEDULE NOTES EQUIVALENT MANUFACTURERS C 1.FIXTURES INDICATED ASADA MUSTCOMPLYWITH ICC/ANSI A117.1.VERIFY EXACT NUMBERS, -ENAMELED CAST IRON,VITREOUS CHINA,- KOHLER,AMERICAN STANDARD, CRANE,ZURN WARE,BEST BATH,LASCO, r o �i FIXTURE DESIGNATIONS,LOCATIONS,CLEARANCES,AND MOUNTING HEIGHTS WITH ACRYLIC AQUAGLASS ARCHITECTURAL PLANS. -STAINLESS STEEL SINKS ELKAY,JUST,DAYTON,KOHLER o0 2.ALL HW PIPING AND DRAIN LINES BENEATH ADA COMPLIANT LAVATORIES MUST BE INSULATED -SERVICESINKS FIAT,BRADLEY,ACORN,STERN&WILLIAMS SEE SHEET P300 TO PREVENTBURNS.REF.ARCHITECTURAL PLANS.INSULATEWITH MOLDED CLOSED CELL VINYL -FAUCETS DELTA HDF,ELKAY,JUST,KOHLER,ZURN,AMERICAN STANDARD FOR SANITARY SEWER 0- � INSULATION-TRUEBRO OR EQUAL -SHOWER VALVES,MIXING VALVES POWERS,LEONARD,SYMMONS,MOEN CONTINUATION - i 3.PROVIDE TRAP SEALS FOR ALL FLOOR DRAINS.PROVENTTRAP GUARD OR APPROVED EQUAL -TOILETSEAIS CHURCH,OSLONITE,BEMIS,SMITH NO 4.PROVIDE 2/4TURN STOPS(BRASSCRAFT KT SERIES OR EQUAL),FLEXIBLE SUPPLIES(BRASSCRAFT -ROOF DRAINS,FLOOR SINKS,FLOOR WATTS,ZURN,WADE,JOSAM WATTS W y: 2^$$ FD-I 3"S$ -1 'SPEEDI PLUMB PLUS'OR EQUAL,COMMERCIAL QUALITY TRAPS AND TRAP ARMS FOR ALL FIXTURES DRAINS AND TRAPS .0 m m # 3"SS - WHERE REQUIRED. -SHOCK ABSORBERS PPP,SIOUX CHIEF,SMITH .'E ' f T RD-I IT 1.,.. _, l(� -1 Rom'p ELECTRIC WATER HEATER SCHEDULE a _ EQUIPMENT CAPACITY ELECTRICAL WEIGHT - NO. TYPE GAL (LBS) MANUFACTURER MODEL NOTES VOLT/PH/HZ AMPS WATTS UNDERCOUNTER OWH-1 TANK 2.5 120/1/60 12 1,440 20 EENIAX EMT 2.5 1,2 J VENT MINI-TANK 6 120/1/60 12 1,440 80 EEMAX - EMT-6 2 G ® ENLARGED PLUMBING WASTE& YENT FLOOR PLAN - ALTERNATE MANUFACTURERS:RHEEM,BRADFORD WHITE,AMERICAN SCALE:1/4"=1'-0" NOTES: 1.PROVIDE WITH WATTS LF USG-B ASSE COMPLIANT TEMPERING VALVE FOR HAND WASHING SINKS.SETTO MAXIMUM 105F. NORTH 2.PROVIDE WITH 5YEAR LIMITED'NO-LEAK'WARRANTY. GAS CALCULATIONS SS-1 DISTANCE TO MOST REMOTE Z OUTLET(FEET) 225 EQUIVALENT LENTH 125 GENERAL NOTES: J ADJUSTMENT . --- WWH-2 EQUIVALENT LENGTH (FEET) 281.25 GI CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED m w EQUIPMENT INPUT 0 ACTUALAL OWNER-FURNISHED EQUIPMENT M OWNER-FURNISHED NCONNECTION REQUIREMENTS CONTRACTOR SCOPE O VERIFY O O OF WORK. LU TH 1 so O 0= G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND O 7 I" TH 2 100 GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. U) U Ui J .... DF_1 Q LL J _ RTU-1 150 UJ I�LL _. W„_, RTU-2 150 Z �Z L-1 I I L-1 .RTU-3 150 /O •�, m RRU-4 150 Q 2"CW I'm 314"CW J, J s -- � o � WQ_, -- ° KEYED NOTES: ° 1. EXTEND 5'-0"FROM BUILDING AND CONNECT TO SITE UTILITIES 2. 4"ROOF DRAIN PIPE IN CEILING SPACE THEN DOWN INTERIOR WALL,SEE TOTAL CONN ECTE 710 ARCHITECTURAL PLANS. FIRE SERVICE MAIN HB-1 LOAD BY OTHERS 3. OVERFLOW ROOF DRAIN IN CEILING SPACE THEN DOWN INTERIOR WAIL,TO 2"CW GAS PR[ssu RE 'G"G-0-0-N-4"GLUE ON DOWNSPOUT. 1 ENLARGED PLUMBING WATER&GAS FLOOR PLAN NBE R ING PROJECT DATE:5//115/150 4ao ease Corporate Dr.,S..10 I DRAWN BY:TSM ID 8YIQ NORTH a 2W2 22 SCALE:As Indicated .. - fa 20& 2182 Plgxt 1 2 1 3 1 4 5 1 6 7 8 9 1 10 1 11 tP21'1 7 I 8 I 9 10 I 11 9g\ONALF�(F GENERAL NOTES: Ng0 9 I . I Ci Fn) o \T, G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY Nly OF •NF' ----- y— 42-0• ---+2'-0' arn^ ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE 7 1 1 A E� _ -- — ------- - OF WORK. y G2 CONTRACTORTO FIELD IL Sx AND GAS LINES. VERIFY AVAILABLE INVERT DEPTH PRIOR TO BEGINNING WORK. 1-q/4'NG w~ o Cleo , -— ------ a _N e�f,� ro O \\ 4'f B-YEM FROM TH_1 0 It= 1 s/a Nc 1-1/4'NG1•NQ O>w ra- \ i s 3/b"11G TH �1"NG O a m ig 2 a/a�G 3/4'NG KEYED NOTES: RTU ' b 1. EXTEND 5'-0"FROM BUILDING AND CONNECT TO SITE UNIIDES. IICC JJII 2 N Val I j I III � os RN , a 3 �I cm, B-BENT FROM -------- - - - - ----- o TH- e•-lolre• W gr II E i �0 m VTR a° VIR III N f7 L� I 4 I PLUMBING ROOF PLAN SCALE:3/32"= V-0" L NORTH C ��i.....(L999 = LL LU 8 00 LL^) Q J J LL J W ZZ/ nal z W m Z m Q _j ., a + PROJECT-9.4200. E NGINE BR ING, DATE:05115/15 41oEsfCor .teTh.;Sfe.1o3 DRAWN BY:TSM medmsvMa SCALE:As Indicated -� .• ph TO&288-2161 fax2C8-288-2182 P � WWU 1 I. 2 I 3 I 4 I 5 I 6 I 7 I I! I 221 9 I 10 I 17P J 1 I 2 I 3 I 4 I 5 8 I 7 I 8 I 9 I 10 XONAL QacF' 1STfa,. FINISHED FLOOR �'v Z� ` 12"z12"x3-1/2'THICK OF �F`v OONC.PAD TROWEL THREADED __`l 1�15 N A E� SMOOTH AND EDGE. - OUT (TYPICAL) (LME SI E)CAP ...1/8 BEND >= C~i n END OF LINE CLEANOUT FLOOR CLEANOUT meo N C WASTE LINE, — g LENGTH TO MAY EXTEND AS SUIT.(TYPICAL) WASTE OR VENT.CHROME WALL C COVER AND PLUGGED TEE SCREW� W/CLEANOUT. r w 1/8 BEND p_ 45'^WYE" SANITARY FINISHED FLOOR , a p FITTING O Qa w 1/8 BEND rn WASTE LINE� 0p=S3� GRADE CLEANOLIT WALL CLEANOUT 1 CLEANOUT DETAILS I'I SCALE:NTS i I I i -9 1 to'? I I I 00 I I GCO-1 04 O I C W N�EE m o� a I I , I I I FCO KEYED NOTES: N" 1. EXTEND 5•-0"FROM BUILDING AND CONNECT TO SITE UTILITIES. I i J I I I I I I I I I I 1 , I I I I I I -- -----------------!-- --------------!----------------- - - - - - -�J I I I , , w � I I � I a W SEE SHEET P211 A V ryj FOR SANITARY SEWER Z i CONTINUATION J I LL J I Z � °Z 1 _ / ,1 l 6 /1_I\ /� ® 1 ENLARGED PLUMBING WASTE&VENT FLOOR PLAN SCALE:3/32" 1'-O" Q NORTH � PR©JECT#:4200' ~ ` - U-2V-2V S E R I-IV G DATE:05/15/15 440 East corporate Dr.,Sta 103 DRAWN BY:TSM Martata,IDe88a2 SCALE:NTS 1 I I 4 pn 2ae-28anei �I. I 2 3 I 5.. tax2W28&2182 P- t . aaaaO I^ 8 I 7 I 8 I 9 I 10 I 11 "'P300 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 Sg ONA(P v N PpF Q�01STEgFOyFF9 Q 20 o N �'11 AMFCRP5/29/15 �e F- � zU O� ELECTRICAL LEGEND (LEGEND IS GENERAL IN NATURE.NOT ALL OF THE SYMBOLS SHOWN ARE USED IN THIS PROJECT.) a o POWER LIGHTING (SEE LUMINAIRE SCHEDULE FOR EXACT MISCELLANEOUS ONE LINE REQUIREMENTS) SWITCHES GENERAL NOTES ABBREVIATIONS "w Q O H-rn SIMPLEX OUTLET.+18"AFF UNO. SINGLE FACE EXIT SIGN.CEILING MOUNTED. JUNCTION BOX. DUPLEX OUTLET.+18"AFF UNO. (1) S# SWITCH.TYPE AS INDICATED.+46'AFF,UNO. (RE:ALL ELECTRICAL SHEETS) A AMPERES LL o>- 2 DOUBLE POLE BRANCH z a ® DOUBLE FACE EXIT SIGN.CEILING MOUNTED. 4. JUNCTION BOX,WALL MOUNTED. 3 3-WAY PANEL AC ABOVE COUNTER O DUPLEX OUTLET.MOUNTED ABOVE COUNTER UNO. ", BRANCH PANEL. 1. ALL ELECTRICAL EQUIPMENT AND SYSTEMS y F AFF ABOVE FINISHED FLOOR 4 4-WAV - SHALL BE INSTALLED IN ACCORDANCE WITH > SINGLE FACE EXIT SIGN.WALL MOUNTED. THERMOSTAT.+56"AFF UNO.UNIT CONTROLLED AFG ABOVE FINISHED GRADE w DUPLEX OUTLET. IONAFF LNGTEC WITH GROUND 4 D DIMMER THENATIONALELECTRICAL CODE, INDICATED. AF AMPERE FRAME C7 FAULT INTERRUPTION PROTECTION. F CEILING FAN CONTROLLER INTERNATIONAL FIRE CODE,AND ALL OTHER o DOUBLE FACE EXIT SIGN.WALL MOUNTED. HP HORSE POWER RATED STATE AND LOCAL CODES.CONTRACTOR AHJ AUTHORITY HAVING JURISDICTION 0 DUPLEX OUTLET.MOUNTED ABOVE COUNTER UNO AT AMP TRIP L.L O SURFACE MOUNTED PANELBOARD/ENCLOSURE. SHALL IMMEDIATELY NOTIFY ENGINEER IN WITH GROUND FAULT INTERRUPTION PROTECTION. SINGLE FACE COMBO EXIT SIGN/ SEE SCHEDULE FOR TYPE. K KEYED CIRCUIT BREAKER.SIZE AND TYPE WRITING IF PORTIONS OF THE DESIGN SET OR AWG AMERICAN WIRE GAUGE w a ,y. EMERGENCY LUMINAIRE.WALL MOUNTED. LV LOW VOLTAGE )A O Y£ SWITCHED DUPLEX OUTLET.+18"AFF UNO. J AS SPECIFIED. FIELD CONDITIONS DO NOT MEET REQUIRED BW BLANKET WARMER ARROW INDICATES DIRECTION TO BE FLUSH MOUNTED PANELBOARD/ENCLOSURE.SEE M MOMENTARY CONTACT0 z w r SCHEDULE FOR TYPE. MM MANUAL MOTOR STARTER CODES. C CONDUIT z" AM, DUPLEX ISOLATED GROUND OUTLET. SHOWN ON SIGN. OS OCCUPANCY SENSOR CB CIRCUIT BREAKER 7i +18"AFF UNO. 2. PROVIDE FIRESTOPPING FOR ALL FLOOR AND CC CRASH CART �J LIGHT FIXTURE. ,1V AMAM�� MECHANICAL EQUIPMENT SYMBOL(RE: P PILOT LIGHT CIRCUIT BREAKER.FRAME SIZE(AF) FIREWALL PENETRATIONS FROM ELECTRICAL DUPLEX ISOLATED GROUND OUTLET. MECHANICAL DRAWINGS FOR EXACT LOCATION OF T 15 MINUTE TIMER 1» AND TRIP PLUG/RATING(AT),3 POLE, DEVICE,RACEWAY,AND CABLE PENETRATIONS. CKT CIRCUIT MOUNTED ABOVE COUNTER UNO. �J UNITS). J SEE ARCHITECTURAL DRAWINGS FOR FIREWALL CM CEILING MOUNTED r LIGHT FIXTURE. TO THERMAL OVERLOAD 30AT UNO. CL CRITICAL LOAD DUPLEX ZOA OUTLET.+18'AFF UNO. V VOLUME CONTROL LOCATIONS. CO CONDUIT ONLY,PROVIDE PULL-LINE I INDICATES FIXTURE TYPE.REFER TO LIGHT FIXTURE. LUMINARE SCHEDULE. VS VACANCY SENSOR D MECHANICAL DUCT-MOUNTED DEVICE ��IJ DUPLEX 20A OUTLET.MOUNTED ABOVE COUNTER UNO. a SUPERSCRIPT INDICATES LIGHTS 3. FIRE ALARM SYSTEM IS DESIGN BUILD BY DC DIRECT CURRENT 15A FUSE.SIZE AND TYPE AS SPECIFIED, TO BE SWITCHED TOGETHER PROVIDE FUSE FOR EACH POLE,3 ELECTRICAL CONTRACTOR AND SHALL BE —�� SINGLE ZOA OUTLET.+18°AFF UNO. o: SUSPENDED LIGHT FIXTURE. INSTALLED IN ACCORDANCE WITH NFPA 72 AND DET DETAIL CIRCUITING SYMBOLS POLE,UNO. ALL OTHER STATE AND LOCAL CODES. E EMERGENCY/CRITICAL CARE — FOURPLEX OUTLET.+18"AFF LING. WALL MOUNTED FIXTURE. - - MULTI-LEVEL SWITCHING,TO MEET LIGHT PROVIDE AND INSTALL CONDUIT AND (E) EXISTING WALL SCONCE FIXTURE. —9 CONDUIT STUBBED,CAPPED,AND REDUCTION LEVELS PER ENERGY CODE AS CONDUCTORS FOR ALL FIRE ALARM DEVICES EF EXHAUST FAN I MARKED WITH PULL CORD. - SHOWN.PROVIDE ADDITIONAL OR STEP. WA INTERRUPTER SWITCH.SIZE AS EL EMERGENCY LIGHT ' FOURPLEX OUTLET.MOUNTED ABOVE 4 REQUIRED BY LOCAL AUTHORITY HAVING DIMMING BALLASTS WHERE REQUIRED. INDICATED,3 POLE,UNO. EWC ELECTRIC WATER COOLER w COUNTER UNO. - - JURISDICTION,INCLUDING BUT NOT LIMITED TO WALL PACK FIXTURE. CONDUIT UP. HVAC SHUTDOWN,FIRE ALARM CONTROL EWH ELECTRIC WATER HEATER FOURPLEX ISOLATED GROUND OUTLET.+18"AFF ENO. OCCUPANCY SENSOR.CEILING MOUNTED. PANEL,INITIATING AND ANNUNCIATING ® UNDERCABINET MOUNTED FIXTURE. CONDUIT DOWN. F FUSE CIRCUITS.FIELD INSPECTION IS REO BID. TO FOURPLEX ISOLATED GROUND OUTLET. FACP FIRE ALARM CONTROL PANEL VFW TRACKLIGHT. --o X-# HOMERUN.PANEL AND CIRCUIT AS P PHOTOCELL.WALL MOUNTED. VERIFY THIS INFORMATION PRIOR TO BID. MOUNTED ABOVE COUNTER UNO. FVNR FULL VOLTAGE NON-REVERSING INDICATED. FUSED SWITCH.SWITCH SIZE(AS)& SPECIAL PURPOSE OUTLET.VERIFY SIZE OQ PENDANT LIGHT FIXTURE. 30AS FUSE SIZE(AF)AS INDICATED,3 4. PROVIDE AND INSTALL CORD CONDUIT WITH GFP GROUND AND TYPE WITH EQUIPMENT SUPPLIER. CIRCUIT CONCEALED IN CEILING OR O PHOTOCELL.CEILING MOUNTED. 30AF POLE,UNO. BUSHING AND PULL CORD TO ABOVE GFI GROUND FAULT INTERRUPTION HOUND DECORATIVE LIGHT FIXTURE. WALL ACCESSIBLE CEILING,UNLESS NOTED GFP GROUND FAULT PROTECTION ® CONNECTION POINT TO EQUIPMENT SPECIFIED, C>. SURFACE MOUNT 4 TIMECLOCK.WALL MOUNTED. OTHERWISE FOR DATA,TELEPHONE,AND H HEAT _ FURNISHED,AND INSTALLED UNDER OTHER SECTIONS. ___ 1 TELEVISION DEVICES.DATA, TELEPHONE,AND HH HANDHOLE ELECTRICAL CONTRACTOR TO SUPPLY RACEWAY AND Q RECESSED LIGHT FIXTURE. CIRCUIT CONCEALED IN FLOOR OR SINGLE BUTTON,WALL MOUNTED PUSHBUTTON. TELEVISION CABLING ARE NOT PROVIDED HID HIGH INTENSITY DISCHARGE CONDUCTORS AND MAKE FINAL CONNECTION TO UNDERGROUND. �° MOUNT AT SWITCH HEIGHT LING. UNDER THIS CONTRACT. HOA HAND OFF AUTO EQUIPMENT UNDER THIS SECTION,UNO. RECESSED WALL WASH LIGHT FIXTURE. DRAW OUT CIRCUIT BREAKER FRAME HP HOUSE PHONE ® DUPLEX OUTLET.FLUSH,FLOOR MOUNTED WITH m PORCELAIN LAMP HOLDER. 0 THREE BUTTON,WALL MOUNTED PUSHBUTTON. (AF)SIZE AND TRIP PLUG RATING 5. EMERGENCY LIGHTING SYMBOLS ARE SHADED HVAC HEATING,VENTILATING,&AIR CONDITIONING BRASS COVER PLATE. GROUNDING MOUNT AT SWITCH HEIGHT UNO. �.. (AT),3 POLE,UNO. ON THE LIGHTING PLANS.EMERGENCY SOURCE I IONIZATION ® WALL MOUNTED PORCELAIN LAMP HOLDER. CONDUCTOR SIZE SHALL BE BATTERY BACKED BALLAST WITH ID IN-DUCT DUPLEX SWITCHED OUTLET.FLUSH,FLOOR MOUNTED MOTOR STARTER/CONTACTOR. ® MINIMUM OF OD, LUMEN OUTPUT FORA 90 WITH BRASS COVER PLATE. 1%XM� IC INTERRUPTING CAPACITY MINUTE PERIOD,UNLESS NOTED OTHERWISE. CEILING FAN. IG ISOLATED GROUND C w ® DUPLEX ISOLATED GROUND OUTLET.FLUSH, x COMBINATION STARTER AND DISCONNECT. I��I\ INDIVIDUAL BREAKER FRAME(AF)SIZE PROVIDE UNSWITIT AS CONDUCTORS FOR 0 FLOOR MOUNTED WITH BRASS COVER PLATE. ) AND TRIP PLUG RATING(AT),NEMA 1 CHARGING CIRCUIT AS REQUIRED. J/JB JUNCTION BOX /J RACEWAY SIZE CONDUCTOR SIZE III UNO,3 POLE UNO. KW KILOWATT [ 7 FOURPLEX OUTLET.FLUSH,FLOOR MOUNTED WITH �( CEILING FAN WITH LIGHT KIT. X NON-FUSED DISCONNECT SWITCH. 'C f ] Q CONDUCTOR QUANTITY 6. ALL WIRING DEVICES SHALL BE OF THE SAME KWH KILOWATT HOUR 0 BRASS COVER PLATE. SIZE AS 3 POLE UNO.NEMA 1 UNO,INDICATED MANUFACTURER AND SHALL MATCH M MAGNETIC CONTACTOR COIL � POLE LIGHT 1 HEAD ROUND WITH POLE. THROUGHOUT.COVER PLATES SHALL BE MB MAIN BREAKER (DY1 ❑ , ® SPECIAL PURPOSE OUTLET.FLUSH,FLOOR MOUNTED WITH BRASS COVER PLATE. CIRCUIT SHALL CONSIST OF 3/4"-2*12,1412G UNLESS X FUSED DISCONNECT SWITCH.SIZE AS O METER. STAINLESS AND DEVICES SHALL BE WHITE. MCC MOTOR CONTROL CENTER Q+Q. POLE LIGHT 2 HEAD ROUND WITH POLE. NOTED OTHERWISE. �' INDICATED, MLO MAIN LUGS ONLY M MOTOR CONNECTION.RE:MECHANCIAL MS MOTOR STARTER EQUIPMENT SCHEDULE ^-❑ POLE LIGHT 1 HEAD SQUARE WITH POLE. NEMA 1 UNO,3 POLE UNO. AM AMMETER. CONTRACTOR SHALL ROUTE CIRCUIT HOMERUN O MH MANHOLE ]C- ADA DOOR CHIME/STROBE POLE LIGHT 2 HEAD SQUARE WITH POLE. FROM DEVICE NEAREST THE PANEL. MW MICROWAVE O BOLLARD LIGHT. VOLTMETER. N NEUTRAL NC NORMALLY CLOSED FIRE ALARM DECORATIVE POST-TOP LIGHT. MOUNTING HEIGHTS DETAIL KIRK KEY LOCK. NICE NON CRITICAL LOAD NEC NON CRITICAL LOAD CODE SPOT/FLOOD LIGHT. GFP GROUND FAULT PROTECTION. NIC NOT IN CONTRACT SD SMOKE DETECTOR,ADDRESSABLE,CEILING �' NO NORMALLY OPEN MOUNTED,UNO. IGI EMERGENCY EGRESS LIGHT.WALL MOUNTED. TVSS TRANSIENT VOLTAGE SURGE SUPRESSION. NTS NOT TO SCALE 0 SHEET INDEX OL OVERLOAD � CO CARBON MONOXIDE DETECTOR. m EMERGENCY EGRESS LIGHT.CEILING MOUNTED ST SHUNT TRIP COIL. OS OCCUPANCY SENSOR OFCI OWNER FURNISHED CONTRACTOR INSTALLED FSD FIRE/SMOKE DAMPER CE3LING KEYED NOTES KWH KILOWATT HOUR METER. P PHOTO COMMUNICATIONS z EE001 SYMBOLLEGEND PC PHOTOCELL F L-177 LOW FREQUENCY SOUNDER W/177CD STROBE A.1. 48"AFF MEASURED FROM THE TOP OF KVAR KILOVAR DEMAND METER. PVC POLYVINYL CHLORIDE S TELEPHONE DEVICE LOCATED AT 18"AFF UNO. `� EE002 ELECTRICAL SPECIFICATIONS - SD MOUNTED TO THE CEILING. THE OUTLET BOX. RCPT RECEPTACLE PROVIDE AND INSTALL CAT 5E CABLING TO UNIT F F TEST TEST BLOCK. EL701 LEVEL 1 LIGHTING PLAN (R) RELOCATED COMMUNICATION PANEL OR TTB,REFER TO PLAN 2. 46"AFF MEASURED FROM THE TOPOF (RE) REPLACED F L SHEET FOR LOCATION,AS REQUIRED. THE OUTLET BOX WHERE LOCATED REF REFRIGERATOR LOW FREQUENCY SOUNDER. ABOVE SOLID BASE CABINET THAT OVERHEAD SERVICE DROP. EL601 FIXTURE SCHEDULE SPST SINGLE POLE SINGLE THROW SD TELEPHONE DEVICE INSTALL ABOVE COUNTER UNO. F ALLOWS PARALLEL(SIDE)APPROACH. — S PROVIDE AND INSTALL CAT SE CABLING TO UNIT ���® EP101 LEVEL 1 POWER PLAN TC TIME CLOCK AUDIBLE/VISUAL HORN-STROBE SMOKE COMMUNICATION PANEL OR TTB,REFER TO PLAN 3. 44"AFF MEASURED FROM THE TOP OF z, 'P GENERATOR SET.MAIN BREAKER SIZE TDR TIME DELAY RELAY F177 DETECTION DEVICE.CEILING MOUNTED,UNO. SHEET FOR LOCATION,AS REQUIRED. OA S �� THE OUTLET BOX WHERE LOCATED - �' INDICATED. EP601 ONE-LINE DIAGRAM TJB TERMINAL JUNCTION BOX NUMBER INDICATES CANDELA OF DEVICE, y TELEPHONE/DATA CONNECTION LOCATED AT 18"AFF # TSP TWISTED SHIELDED PAIR ABOVE OPEN-FACED CABINET. PANEL - TTS TELEPHONE TERMINAL BOARD UNO.PROVIDE AND INSTALL CAT SE CABLING LA UNIT ADA AT TRANSFER SW ITCH. 177 VISUAL STROBE-SMOKE DETECTION DEVICE. �� ° = 4. OUTLET ABOVE BASE CABINET IN � TVSB TRANSIENT VOLTAGE SURGE SUPPRESSER CEILING MOUNTED,UNO. COMMUNICATION PANEL OR TTB,REFER TO PLAN COUNTER MAX TYP TYPICAL SHEET FOR LOCATION,AS REQUIRED. E SHAPED KITCHEN.F BE GUTTER. VISUAL STROBE-SMOKE DETECTION DEVICE Z7 .DATA CONNECTION LOCATED AT 18"AFF UNO.PROVIDE - y PROVIDED AT MINIMUM OF 36"FROM A UH UNIT HEATER WALL MOUNTED,UNO. AND INSTALL SINGLE-GANG BOX WITH(2)CAT SE ©I®f�I b a q e CORNER.(MAY REQUIRE ADDITIONAL UNO UNLESS NOTED OTHERWISE U CABLES TO UNIT COMMUNICATION PANEL OR TTB, OUTLETS BEYOND THOSE REQUIRED BY METER AND BASE. V VOLT L FIRE WATER FLOW BELL = CODE). VA VOLTAMPERE C Z REFER TO PLAN SHEET FOR LOCATION,AS REQUIRED. G NEUTRA NEUTRAL. WG PROVIDE PROTECTIVE WIRE GUARD ADDRESSABLE MANUAL PULL STATION TELEPHONEIDA S OUTLET.FLUSH,FLOOR MOUNTED. FINISH FLOOR B. LOCATED NO LESS THAN BOTTOM 0 WP WEATHER PROOF/NEMA 3R ® uj PROVIDE AND INSTALL DOUBLE-GANG BOX WITH CAT MEASURED FROM THE BOTTOM OF THE XFMR TRANSFORMER //11�� o AIM ADDRESSABLE INTERFACE MODULE 5E CABLE TO UNIT COMMUNICATION PANEL OR TTB, OUTLET BOX. PM POWER MONITORING V M REFER TO PLAN SHEET FOR LOCATION,AS REQUIRED. W 'w, ANN ANNUNCIATOR PANEL TELEVISION OUTLET LOCATED AT 18"AFF UNO. J 00 PROVIDE AND INSTALL SERIES 6 COAXIAL CABLING TO ® ADDRESSABLE RELAY MODULE - UNIT COMMUNCATION PANEL OR TTB,REFER TO N /A J PLAN SHEET FOR LOCATION,AS REQUIRED. Q V n FS FLOW SWITCH TELEVISION OUTLET.FLUSH,FLOOR MOUNTED. Lu J I,LL PROVIDE AND NSTALL SERIES 6 COAXIAL CABLING TO O O Z TS TAMPER SWITCH UNIT COMMUNICATION PANEL OR TTB,REFER TO PLAN SHEET FOR LOCATION,AS REQUIRED. 3 KNOX KNOX BOX OS SPEAKER.CEILING MOUNTED WITH BACKBOX. DH DOOR HOLD S SPEAKER.WALL MOUNTED WITH BACKBOX+80"UNO. O �/�//_� m cn HD HEAT DETECTOR N N N 0 N— U W J W 0 U o N PROJECT#:4200 65 E7 At C3 /V E E R/N G DATE:05/15/15 aaoFe cowo:aaD�.,s�.1oa DRAWN BY:JF _. ,.ILM•""n","ID8a SCALE: 12"=1'-0" ph 2�N&2181 U e•.zoazas-zlaz F p.:515wm L)-1 1 1 2 1 3 I 4 1 5 I 6 I 7 1 8 1 9 1 1U � 1, EE001° J 1 I z 3 4 I 5 1 8 1 7 I 8 I 9 10 11 Sg�ONAL F _- OFE O\STEgN�'�?F ELECTRICAL SPECIFICATIONS Q�12 s - - PART 1-GENERAL 7. PHASE 8:ORANGE OF\oP PANEUBOARDS SHALL BE AS MANUFACTURED BY SQUARE D,GENERAL ELECTRIC,SIEMENS,OR CUTLER HAMMER. N = 1.1 SCOPE OF WORK PANEL80ARDS AS INDICATED ON SCHEDULES,WITH PROVIDE THE FOLLOWING FEATURES:HARD-DRAWNC PP R BUS(98 PERCENT 9. NEUTRAL:WH 8. PHASED: O Y<</AM OR GRAY � CRP05/29/15 n CONDUCTIVITY),MECHANICAL-TYPE MAIN AND NEUTRAL LUGS,NEUTRAL BUS RATED 100 PERCENT OF PHASE BUS,GROUND BUS 10. GROUND:GREEN FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR REQUIRED AND NECESSARY TO COMPLETE THE BONDED TO ENCLOSURE,BOLT-ON MOLDED-CASE THERMAL-MAGNETIC BREAKERS. 2 WORK SHOWN ON THE DRAWINGS AND ALL OTHER WORK AND MISCELLANEOUS ITEMS,NOT SPECIFICALLY MENTIONED,BUT 3.6 STARTUP SERVICES REASONABLY INFERRED FOR A COMPLETE INSTALLATION,INCLUDING ALLACCESSORIES AND APPURTENANCES REQUIRED FOR 2.7RACEWAYS Z W O TESTING THE SYSTEM.ITBTHE INTENTOFTHE DRAWINGS AND SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE AND READY FOR CONTRACTOR SHALL ALLOT A MINIMUM OF 2 HOURS FOR STARTUP SERVICES.START AND OPERATE ALL SYSTEMS AS REQUIRED BY 2 I� OPERATION.THIS PROJECT INCLUDES ELECTRICAL SERVICE,GENERAL POWER,LIGHTING,AND COMMUNICATIONS SYSTEM RACEWAY. A, OUTDOORS: - THEOWNER.INSTRUCT OWNER'S REPRESENTATIVE ON THE PROPER OPERATION AND MAINTENANCE OF THESYSTEMS AND O¢ FIRE ALARM SYSTEM IS TO BE DESIGN/BUILD BY GENERAL CONTRACTOR.COMMUNICATIONS SYSTEM CABLING AND HEAD-END EQUIPMENT. _ EQUIPMENT IS BY OWNER EXPOSED:RIGID STEEL OR INTERMEDIATE METAL CONDUIT - oS CONCEALED:RIGID STEEL OR INTERMEDIATE METAL CONDUIT 3.7 OPERATING AND MAINTENANCE INSTRUCTIONS fO+M MANUAL) �- 1.2 CODE COMPLIANCE UNDERGROUND:RIGID NON-METALLIC CONDUIT U w TO VIBRATING EQUIPMENT:LIQUID-TIGHT FLEXIBLE METAL CONDUIT PREPARE THREE(3)COPIES FOR ALL EQUIPMENT. ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST RULES,CODES AND REGULATIONS,INCLUDING,BUT NOT LIMITED TO OSHA, a y THE NATIONAL ELECTRICAL CODE,INTERNATIONAL BUILDING AND FIRE CODES,NFPA,AND OTHER APPLICABLE STATE AND LOCAL B. INDOORS 3.8 RECORD AS-BUILT S Q >W LAWS AND REGULATIONS.CODE COMPLIANCE IS MANDATORY.NOTHING IN THESE DRAWINGSAND SPECIFICATIONS PERMITSWORK EXPOSED:ELECTRICAL METAWCTUBING,RIGID STEEL CONDUIT,PVC-COATED RIGID STEEL CONDUIT O a _ NOT CONFORMING TO THESE CODES.WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS,COMPLY WITH DRAWINGS PROVIDE(1)CLEAN,LEGIBLE COPY OF DRAWINGS TO ENGINEER INDICATING ALL DEVIATIONS FROM INITIAL DESIGN(AS-BUILT Sys AND SPECIFICATIONS. CONCEALED:ELECTRIC METALLIC TUBING,METAL CLAD,NM(WHERE ALLOWED BY LOCAL AHJ) CONDITIONS). - �w DAMP OR WET LOCATIONS:RIGID STEEL CONDUIT m T m TO VIBRATING EQUIPMENT:FLEXIBLE METAL CONDUIT Cc,¢C 1.3 LICENSE.FEES AND PERMITS ENDofsgcnoN �o a W PART 3-EXECUTION o ARRANGE FOR REQUIRED INSPECTIONS AND PAY ALL LICENSE,PERMIT AND INSPECTION FEES. viw 1.4 CONDITIONS AT SITE 3.1-GENERAL O Z J VISIT TO SITE IS REQUIRED OF ALL BIDDERS PRIOR TO SUBMISSION OF BID.ALL WILL BE HELD TO HAVE FAMILIARIZED THEMSELVES A ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC,BUT SHALL BE FOLLOWED AS WITH ALL DISCERNIBLE CONDITIONS AND NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE P THESE CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. CONDITIONS,WHETHER SPECIFICALLY MENTIONED OR NOT.LINES P OTHER SERVICES THAT ARE DAMAGED AS A RESULT OF THIS B. CONSULT ALL OTHER DRAWINGS.VERIFY SOLES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER CONFLICTS TOARCHITE ®' WORK SHALL PROMPTLY BE REPAIRED AT NO EXPENSE TO THE OWNER TO COMPLETE SATISFACTION P THE OWNER. CONSULT ALL OTHER DRAWINGS.UBMITTING BID. 1'5SAFETY C. ALL HOME RUNS ARE INDICATED AS STARTING FROM THE DEVICE NEAREST THE PANEL AND CONTINUING IN THE GENERAL DIRECTION OF THAT PANEL CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE COMPLETELY INDICATED. - THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,INCLUDING SAFETY OF ALL I PERSONS AND PROPERTY DURING PERFORMANCE P THE WORK D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE.OBTAIN PRIOR APPROVAL OF ARCHITECT AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE IS w 1.6 GUARANTEE NECESSARY AND PERMITTED. GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE 3.2-ELECTRICAL GROUNDING OF CERTIFICATE OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS PERIOD,WITHOUT CHARGE. GROUND ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC.IN ADDITION PROVIDE A SEPARATE GROUND WIRE FOR ALL 1.7 SUBSTITUTIONS FEEDERS AND BRANCH CIRCUITS. WHEREVER POSSIBLE,MORE THAN ONE MANUFACTURER HAS BEEN LISTED FOR VARIOUS ITEMS OF EQUIPMENT,ANY ONE Of WHICH 3.3-ELECTRICAL EQUIPMENT INSTALLATION WILL BE ACCEPTABLE.BASE THE BID ON USE OF MATERIALS SPECIFIED.IF,AFTER AWARD OF THE CONTRACT,A SUBSTITUTE IS PROPOSED,THE REQUEST FOR PERMISSION TO SUBSTITUTE SHALL BE ACCOMPANIED WITH A STATEMENT OF THE AMOUNT OF MONEY A. HEAD RCM MAINTENANCE:IF MOUNTING HEIGHTS OR OTHER LOCATION CRITERIA ARE NOT INDICATED,ARRANGE AND INSTALL TO BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED,THE ENGINEER IS THE SOLE JUDGE OF ACCEPTABILITY OF COMPONENTS AND EQUIPMENT TO PROVIDE THE MAXIMUM POSSIBLE HEADROOM. PROPOSED SUBSTITUTIONS,IF A SUBSTITUTE ITEM IS PERMITTED,AND ANY REDESIGN EFFORT IS THEREBY NECESSITATED,THE REQUIRED REDESIGN SHALL BE AT THE CONTRACTOR'S EXPENSE. B. MATERIALS AND COMPONENTS:INSTALL LEVEL,PLUMB,AND PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS 1.8 SHOP DRAWINGS AND MATERIALS LISTS AND COMPONENTS,UNLESS OTHERWISE INDICATED. C. EQUIPMENT:INSTALL TO FACILITATE SERVICE,MAINTENANCE,AND REPAIR OR REPLACEMENT OF COMPONENTS.CONNECT FOR C SUBMIT TO THE ENGINEER SEVEN(7)COPIES OF COMPLETE SHOP DRAWINGS AND MATERIALS LISTS FOR REVIEW WITHIN THIRTY(30) EASE OFDISCONNECTING,WITH MINIMUM INTERFERENCE WITH OTHER INSTALLATIONS w DAYS AFTER AWARD OF CONTRACT,ALL PROPOSED DEVIATIONS FROM SPECIFICATIONS MUST BE CLEARLY LISTED UNDER A PROMINENT HEADING ENTITLED"DEVIATIONS". p, D. RIGHT P WAY:COORDINATE INSTALLATION OF ELECTRICAL DEVICES WITH OTHER TRADES. 1.9 WORKMANSHIP 3.4-RACEWAY AND CABLE INSTALLATION O ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED.HAPHAZARD OR POOR INSTALLATION PRACTICE WILL BE CAUSE FOR REJECTION A. ABOVE GRADE:RIGID STEEL OR IMC IN WET LOCATIONS,WHERE SUBJECT TO MECHANICAL DAMAGE AND IN CONCRETE OR OFWORK BLOCK WALLS,EMT IN OTHER LOCATIONS WHERE PERMITTED BY CODE.METAL CLAD OR NM CABLE WITHIN UNITS,ONLY WHERE 1.10 COORDINATION ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION. B. CONCEAL RACEWAYS AND CABLES WITHIN FINISHED WALLS,CEILINGS,AND FLOORS,UNLESS OTHERWISE INDICATED. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS.VERIFY EQUIPMENT DIMENSIONS AND C. INSTALL RACEWAYS AND CABLES AT LEAST SIX(6)INCHES AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR HOT-WATER REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION.CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK PIPES.LOCATE HORIZONTAL RACEWAY RUNS ABOVE WATER AND STEAM PIPING. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. 1.11 CUTTING AND PATCHING D. USE TEMPORARY RACEWAY CAPS TO PREVENT FOREIGN MATTER FROM ENTERING. E. MAKE CONDUIT BENDS AND OFFSETS SO INSIDE DIAMETER IS NOT REDUCED.KEEP LEGS OF BENDS IN THE SAME PLANE AND ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN.COORDINATION WITH GENERAL STRAIGHT LEGS OFFSETS PARALLEL UNLESS OTHERWISE INDICATED. CONTRACTOR AND OTHER TRADES IS IMPERATIVE. F. USE RACEWAY FITTINGS AND CABLE FITTINGS COMPATIBLE WITH RACEWAYS AND CABLES AND SUITABLE FOR THIS APPLICATION 1.12 SITE CLEANUP AND LOCATION. G. INSTALL RACEWAYS EMBEDDED IN SLABS IN MIDDLE THIRD OF SLAB THICKNESS WHERE PRACTICAL AND LEAVE AT LEAST I-INCH A AFTER ALL OTHER WORK HAS BEEN ACCOMPLISHED,CLEAN ALL EXPOSED CONDUIT,FIXTURES,EQUIPMENT AND SUPPORTS. OF CONCRETE COVER. TOUCH UP PAINT ON ANY EQUIPMENT SCRAPED,SCRATCHED OR DAMAGED DURING CONSTRUCTION. B. LEAVE ALL AREAS INVOLVING ELECTRICAL WORK INACONDITION SATISFACTORY TO THE OWNER.REMOVE ALL CRATES, 1. SECURE RACEWAYS TO REINFORCING RCS TO PREVENT SAGGING OR SHIFTING DURING CONCRETE PLACEMENT CARDBOARD,PACKING MATERIAL,WASTE MATERIAL AND OTHER DEBRIS LEFT OVER FROM CONSTRUCTION. 2. SPACE RACEWAYS LATERALLY TO PREVENT VOIDS IN CONCRETE. PART 2-PRODUCTS 3. INSTALL CONDUIT LARGER THAN I-INCH TRADE SIZE PARALLEL TO OR AT RIGHT ANGLES TO MAIN REINFORCEMENT. �p.� WHERE CONDUIT IS AT RIGHT ANGLES TO REINFORCEMENT,PLACE CONDUIT CLOSE TO SLAB SUPPORT. cn 2.1 MATERIAL APPROVAL 4. TRANSITION FROM NONMETALLIC TUBING TO RIGID STEEL CONDUIT,OR IMC BEFORE RISING ABOVE FLOOR. ALL MATERIALS MUST BE NEWAND BEAR U.L LABEL MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS SHALL BE H. MAKE EXPOSED BENDS IOR BANKED RUNS FROM SAME CENTERLINE IN ORDER THAT BENDS ARE PARALLEL USE FACTORY 0 TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OF A GOVERNMENTAL AGENCY APPROVED BY THE AUTHORITY ELBOWS ONLY WHERE ELBOWS CAN BE INSTALLED PARALLEL;OTHERWISE,PROVIDE FIELD BENDS FOR EXPOSED PARALLEL U HAVING JURISDICTION. RACEWAYS Lu 2.2 WIRES AND CABLES I. INSTALL PULL WIRES IN EMPTY RACEWAYS.USE NO.14 AWG ZINC-COATED STEEL OR MONOFILAMENT PLASTIC LINE WITH NOT ` U_ LESS THAN 20D-LB TENSILE STRENGTH.LEAVE AT LEAST I2-INCHES OF SLACK AT EACH END OF PULLWIRE A CONDUCTORS FOR 600V SYSTEMS AND BELOW SHALL BE STRANDED COPPER,#12 AWG MINIMUM. Op �_ o J. INSTALL TELEPHONE AND SIGNAL SYSTEM RACEWAYS,2-INCH TRADE SIZE AND SMALLER,IN MAXIMUM LENGTHS OF 150 FEET(45 i wM B. INSULATION SHALL BE THWN FOR WET LOCATIONS AND THHN FOR DRY LOCATIONS. M)AND WITH A MAXIMUM OF TWO 90-DEGREE BENDS OR EQUIVALENT.SEPARATE LENGTHS WITH PULL OR JUNCTION BOXES U CC o0 WHERE NECESSARY TO COMPLY WITH THESE REQUIREMENTS,IN ADDITION TO REQUIREMENTS ABOVE. Lu Op_ 2.3 OUTLET BOXES,JUNCTION AND PULL BOXES (n 2 K CONNECT MOTORS AND EQUIPMENT SUBJECT TO VIBRATION,NOISE TRANSMISSION,OR MOVEMENT WITH A MAXIMUM OF 1,6 A OUTLET BOXES:HOT-DIPPED,GALVANIZED OR SHERADIZED.SIZE AS REQUIRED WITH 4"SQUARE MINIMUM,FOR FLUSH MOUNTED'. FLEXIBLEIBLE COXNNECTONSUIT.INSTALL LFMC IN WET OR DAMP LOCATIONS,INSTALL A SEPARATE GROUND CONDUCTOR ACROSS nLL DEVICES AND LIGHTING FIXTURES. Lu L! J mZ L. SET FLOOR BOXES LEVELAND TRIM AFTER INSTALLATION TO FIT FLUSH TO FINISHED FLOOR SURFACE. /Q+ 3 B. JUNCTION AND PULL BOXES:HOT DIPPED,GALVANIZED OR SHERADIZIED,SIZED ACCORDING TO CODE.LARGER JUNCTICN z AND V F PULL BOXES SHALL BE FABRICATED FROM SHEET STEEL SIZED ACCORDING TO CODE,WITH SCREW-ON COVERS,FINISHED GRAY M. CONDUCTORS:TYPE THHN/fHWN INSULATED CONDUCTORS IN RACEWAY. O BAKED ENAMEL N. INSTALL SPLICES AND TAPS THAT ARE COMPATIBLE WITH CONDUCTOR MATERIAL AND THAT PCSESS EQUIVALENT OR BETTER Q m 2.4 WIRING DEVICES MECHANICAL STRENGTH AND INSULATION RATINGS THAN UNSPLICED CONDUCTORS. A. ALL WIRING DEVICES OF ANY ONE GENERAL TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL MATCH THROUGHOUT. 0. INSTALL WIRING AT OUTLETS WITH AT LEAST 12INCHES OF SLACK CONDUCTOR AT EACH OUTLET. U N P. CONNECT OUTLET AND COMPONENT CONNECTIONS TO WIRING SYSTEMS AND TO GROUND.TIGHTEN ELECTRICAL CONNECTORS uj B. WIRING DEVICES SHALL BE AS MANUFACTURED BY HUBBELL GE,LEVITON,P&S,OR BRYANT.NO SUBSTITUTIONS. AND TERMINALS,ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES.IF MANUFACTURER'S TORQUE C. COVER PLATES SHALL BE AS MANUFACTURED BY ARROW HART,SIERRA,LEVITON OR MULLBURRY.WHITE FINISH. VALUES ARE NOT INDICATED,USE THOSE SPECIFIED IN UL 486A. W D. WHERE INDICATED,PROVIDE GENERAL-DUTY,DUPLEX RECEPTACLES,GROUND-FAULT CIRCUIT INTERRUPTERS:GROUNDING 3.5 IDENTIFICATION N TYPE UL-RATED CLASS A,GROUP 1,20 AMPERES RATING,120 VOLTS,60112:WITH SOLID-STATE GROUND-FAULT SENSING AND U SIGNALING:WITH 5 MILLIAMPERES GROUND-FAULT TRIP LEVEL:WHITE FINISH. A. PROVIDE ENGRAVED 3 LAYER LAMINATE PLASTIC NAMEPLATES FOR PANELBOARDS,DISCONNECT SWITCHES AND ALL SIMILAR J DEVICES. w E. SWITCHES SHALL BE FLUSH WALL TYPE,WHITE FINISH B. COLOR-CODE 208Y/120-VOLT SYSTEM SECONDARY SERVICE,FEEDER,AND BRANCH-CIRCUIT CONDUCTORS THROUGHOUT THE - VF. CONVENIENCE RECEPTACLES SHALL BE,FLUSH WALL TYPE,WHITE FINISH. SECONDARY ELECTRICAL SYSTEM AS FOLLOWS: 3 2.5 WIRE CONNECTORS 1. PHASE A:BLACK m 2. PHASE B:RED a A. FOR WIRE SIZES#8 AWG AND SMALLER:INSULATED PRESSURE TYPE(WITH LIVE SPRING)RATED 105`C,600V,FOR BUILDING 3. PHASE C:BLUE WIRING AND 1000V IN FIXTURES,SCOTCHLOK OR IDEAL 4. NEUTRAL WHITE S. GROUND:GREEN B. FOR WIRE SIZES 96 AING AND LARGER:T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M M OR PLYMOUTH'SLIPKNOT GREY' 'C PROJECT#:'4200 TAPE INSULATION. C. COLOR-CODE 4BOY1277-VOLT SYSTEM SECONDARY SERVICE,FEEDER,AND BRANCH-CIRCUIT CONDUCTORS THROUGHOUT THE - E N G/N E E F?/N G DATE;##/##/## SECONDARY ELECTRICAL SYSTEM AS FOLLOWS: .. 410fi 11-P 1Dr.,Ste.1. a 2.6 PANELBOARD DRAWN BY:JF Q 6. PHASE A:BROWN - Wndan\D83w SCALE: 12"=T-0" ph 206-266-2181 U 1 I 2 I 3 I 4 I 5 I 8 I - 1a.ma.z 2182 7 r��,�151NM 8 I 9 10 11 EEQU2' 1 I 2 I 3 1 4 I 5 I 6 I 7 0 9 I 10 I 11 Sg1ONAL P Q�p4 Q�i1STEgFo�2Fc 0 P v GENERAL NOTES 9TE OF IOP� ��<(/AM GPP�O 1. NUMBER ADJACENT TO HOME RUN INDICATES POLE POSITION 6/16/15 WITHIN PANEL TO WHICH DEVICES SHALL BE CIRCUITED. 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS 7 U INSTALLATION TO AVOID INTERFERENCE WITH DUCTWORK/PIPINGla L'� AND OTHER TRADES.CONTRACTOR SHALL COORDINATE PLACEMENT ~ OF FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN. O LOCATION OF FIXTURES SHALL GOVERN WHEN CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS OCCUR. uj w 3. REFER TO SPECIFICATIONS OR SHEET EL601 FOR LUMINAIRE ¢ m SCHEDULE. U w O H 4. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN Q a N o (RCP)FOR CEILING TYPES. o�; 5. ALL FIXTURES WITHIN A GIVEN ROOM/AREA ARE THE SAME TYPE AS O a a / THE SINGLE FIXTURE CALLED OUT WITHIN THAT ROOM/AREA,UNLESS\ r OTHERWISE NOTED. 1YV / 6. LINEWORK SHOWN FOR CLARITY OF SWITCHING ONLY.PROVIDE o QUANTITY OF CONDUCTORS AS REQUIRED FOR CONTROL. Q , _ 7. CONTRACTOR SHALL PROVIDE#10 AWG CONDUCTORS FOR ALL O O Z F #2G j CIRCUITS OF 100'OR MORE UNLESS SHOWN LARGER. 1,#12G 25 N/4"C-2#12,#12G _ 0 = 1HA-2s KEY NOTES 3/4"C-2#12,#12G 1HA-17 O MOUNT EXTERIOR PHOTOCELL ON ROOF 10' "OFF PARAPET WALL 1 FACING NORTH. p _ 1 3/4"C-2#12,#12G 'll S O2 LOW VOLTAGE LIGHTING CONTROL PANEL OVERRIDE SWITCH. FP Q S S d HBl II LL TYP 1 1 HA-15 z 3/4 C 2#12,#12G 2,#12 I e� TYP m ABi HBi — 1HA-31 _ TYP TYP 3/4"C-2#12,#12G 1HA-13 " ® 3/4"C-2#12,#12G FQ n III WPI 2 _ — � _ — — — — — — -� — — — — — HIF— — — — — — d 2 S dw F7B1 C W TYP o 1 RECEIVING 3a"iaz#lzaiz� 0 101 Ref d 2 TYP H SALES w 1021 "' m TYP TYP ' -._ c --- `.3, -'t,�,, p 1 HA 9 SFl 3/4"C-2#12,#12G TYP 2 1 1 P [RR o TY I TYP a EQ EQ EQ EQ EQ TYP EQ EQ EQ EQ EQ W4"C-2#12,#12G H 1l d HBl ® w TYP TYP f — — — — _ — — _ — — — _ _ _ — _ — — 3 4 G2#121,#12G12G — _ _ � � 2 SFl d FIBI p, 1 TYP 1 w TYP I'.. 9A � �.� IL�Ci� S' Q f.1 3/4'C-2#12,#12G W J a VPM c `• ..:_ a FIBI HBl �-�r�C ,/�� L= `Z cc N 2 1 HA-27 TYP TYP I r".+.y/ (f�„r�-1 r r 00 U S 3/4"C-2#12,#12G c LH 2 \ n J /,� J W /1[ LL.J W V N< U 1HA-1 WPI rn SFl 3/4"C-2#12,#12G Z 2 r m _ SF2 SF2 EXl O J a ULLI Lu UL WOMENS MEN. WIP2 wPl WPl J 108 1os O C D E E 0 x _ 3 0 n Lighting Plan � a PROJECT#:4200 DATE:##/##/## •0 - 4l0 Eaa[Corporate Dr.,Ste.103 DRAWN BY:JF Meridian 1D assaz SCALE: 1/8"=1'-0" .. a p6208-M-2191 1 I 2 1 3 I 4 1 5 I 6 I 7 ta.zos-zea-naz e,�aa[swan I 8 I 9 I 10 I 11 EL101 8�( Generated by COMcheck-Web Software Interior Lighting and Power Compliance Certificate 2012 IECC Section 1: Project Information Project Type: New Construction Project Title: DownEast Interior Lighting ComCheck Construction Site: Owner/Agent: Designer/Contractor: Additional Efficiency Package: Unspecified Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (111:2) Wafts/ft2 (B x C) Retail:Dressing/fitting area 2496 0.9 2246 Retail:Sales area 11786 1.6 18858 Common Space Types:Office-Enclosed 126 1.1 139 Common Space Types:Restroom 111 1 111 Warehouse:Medium/bulky material 2419 0.6 1451 Common Space Types:Corridor/Transition 130 0.7 Total Allowed Watts= 22896 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Retail:Dressing/fitting area(2496 sq.ft.) Track Lighting:Wattage based on 250 feet of track 0 0 0 7500 Retail:Sales area(11786 sq.ft.) LED:LED Other Fixture Unit 125W: 1 53 148 7844 Common Space Types:Office-Enclosed(126 sq.ft.) Linear Fluorescent:48"T8 32W:Electronic: 4 2 128 256 Common Space Types:Restroom(111 sq.ft.) Linear Fluorescent:48"T8 32W:Electronic: 4 2 128 256 Warehouse:Medium/bulky material(2419 sq.ft.) Linear Fluorescent:46"T5 54W:Electronic: 3 17 182 3094 Common Space Types:Corridor/Transition(130 sq.ft.) Total Proposed Watts 18950 'Interior Lighting PASSES: D. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2012 IECC requirements in COMcheck-Web and to comply with the mand tory re irements in th;Requiret nis Checklist. _is Name-Title Signature Date Project Title: DownEast Interior Lighting ComCheck Data filename: Report date: 09/03/15 Page 1 of 2 ng J 1 I 2 I 3 I 4 I 5 ( 6 1 7 I $ I 9 I 10 1 11 SS\ONAL P p OFF�G\STEgFra�y to o co F s ---------------- 2 ��<[/AMCRP00 6/16/15 I/ I R1 1HA-1 1 HA-10< SALES FL O R LIGHTING l R2 1 HA-3 z�Vwu o SALES F OR LIGHTING C LUMINAIRE SCHEDULE-DOWNEAST 8/10/201s TRANSFORMER 1 R3 1HA-5 U LUMINAIRE MANUFACTURER CATALOG NUMBER LAMPS INPUT WATTS VOLTAGE MOUNTING COMMENTS -13 SALES FLO R LIGHTING HB7 LITHONIA FGB143-54T5H0-91-X20-MVOLT-1/3-GEB1 OPS-LPS41 R4 1HA-7 a M 3 T5HO 182 277 SUSPENDED MOUNT FIXTURE AT 16'.0"A.F.F.,NOTE 48 5 SALES F OR LIGHTING EXI LITHONIA LOM-S-W3-R-120/277-ELN INCLUDED 0.62 277 WALL/CEILING MOUNTFIXT.IRE AT 9'-0'A.F.F.,NOTE 485 U RR1 GOTHAM AF-W2TRT-BAR-MVOLT 7 32W TRT 36 277 RECESSED O SF1 LITHONIA EJS-2-32-MVOLT-GEB101S R5 iALE rf O c 2 32W Te 58 277 BUSPENDEO MOUNT FIXTURE AT 18'-0"A.F.F.,NOTE 4&5 ❑ SALES F RLIGHTING G N'— SF2 LITHONIA LB-232-MVOLT-GEB7015 ® Z a 2 32W TB 59 277 SURFACE WP1 PERFORMANCE IN 075708 R6 1HA-11 O a 3 LIGHTING (2)28W CFL 58 277 WALL REFER TO ARCHITECTURAL ELEVATION,SHEET A2008,A20/ ASTRONOMICAL ❑ SALES FL O RLIGHTING erns WP2 LITHONIA CSXW-LE040C.1000-5OK-T3M-MVOLT-DDBXD TIMECLOCK ® W (.7 57W LED 57 277 WALL MOUNT FIXTUREAT I4'-0"A.F.F.,NOTE 485/ R7 S '13 S coo C1WM 1 SALES R LIGHTING C 1.General Note:Contractor shall provide and coordinate all fixture mounting accessorles. R8 1 H L. ®� rn Y 2.General Note:All fluorescent luminaires must be provided with an internal or external disconnect to simultaneously disconnect all conductors. SALES FLO RLIGHTING O Z g 3.General Note:All exit signs shall be mounted at lowest coiling height for visibility. -R9 1 HA-17 y 4.PROVIDE BATTERY BACK UP WHERE SHOWN SHADED ON PLAN. 5.PROVIDE UNSWITCHED CONDUCTOR FOR BATTERY CHARGING CIRCUIT. SALES F OR LIGHTING U N R10 1HA-21 I & EXTERIO NTRANCE LIGHTING R71 1HA-23 i RECEIVIN OOM LIGHTING ❑❑ 1 R12 1HA-25 RECEIV ROOM LIGHTING — 1 R13 _III RELAY BACK BACK ROO LIGHTING CONTROL ER14 1HA-29 LL CARD EXTERIO LIGHTING FRONT COMcheok Software Version 4.0.0 ,,jl�COMcheck Software Version 4.0.0 COMcheck Software Versio R15 1HA-31 n 4.0.0 EXTERIO IGHTING REAR Interior Lighting Compliance Certificate f�/y Exterior Lighting Compliance Certificate fy Inspection Checklist R16 d v I 1 1 1 I Y I Energy Code:2012 IECC SPARE Pr°lPm Inrormmro^ Protect Inrorma,ion xequlrement,:100.M were oldressed directly In the COMcnecksoftware m.mNAsaumpa' '""n6Pmram ey enep..rmtne eonm«x s.gxl,ementa a<rcex.r°r..xn R17 SPARE w°Pnim,'. wmEut rer 21ECC ,it,s In<a,mtl�Wn`ceNnestlut.cotlerequlremen[willbemetand`qw[na[Is^ocumenteaortM1atanencewlPn PmprorrPe. xw.conmxamn vro rr'tl�",. . ere mgiana is itemn,a Ina:epaate talae,arcare,merotatre.w p—.1.. ❑. SPARE uenmaur. zweaneornw°oba"wit—d-.1 x �•I t o a T- m —.. R18 SPARE P w pm `�wnr.,o: wn.mq."t 1 ❑ SPARE . Ademona Emgl.ngy patx.eo cr° :°:o d.ap.xq°mwm. t q o p w.ttror x.arc.am«w almew..,.xwwwm.m..,.mgmr«awaa.enmm.m.,gm"e.q«me,>Imx.°... asowea a,mapr uvnxnv power. M flrcAp>t• R19 SPARE aiowea mmrior uvntmv power is c 0 E W lml lecl w,„.«pwomAmmrce...r a 1•wed «uw� l SPARE roweurtwCew° —sr,, Aectyr A low w . iaxc n, R20 SPARE C ,,,rcmn,twu e.nwt IRJJBI SPARE a ,.eme.r rm,laew«ww" asset w.:w«�.t.«..m. ma«.w in• in:t...it-n„Ir:nt oxmnco1l.Itwe.n°"°n •G1 Proposed lnterlar lapers P•war q menmvwwl� em leaned °xr"egi=nlitN O Pmmrelo.Caecnpuon It P w•tm nr temp 113.1- .mw iCXal ten^.stye•°ea..a•.,..my.m..eamenewue.rom,Mrc. rOtll"� ° as Ip,°waaanw'm �� 0 C °m r ml••o-w.m.,ml.l�..,..,,..,.lmao"w..m.,e.,gnaaro.m<°mai.,,ro°rmx,.".o-a,w..mana.u..,.w.m.<,.. el°Ilm°°III.` INPUTS FROM .usam,p oo, Propowd Ext•xor uvnxne power lemtmlae.".,"` PHOTOSENSORS > A E o m .an<.uome ,.,w„tw lwm« . nw nxwleo o..<r Poonrt,mPrwalmvpa wmPle.Iga Icxol c�vr °„ue„or°.e.."� n : AND SWITCHES NOTES CONTROL PANEL REQUIREMENTS T+z nw„m.armrow Ee�..w I a m ua AaamonAl eumm.ntvrFwemPxena. a° 1. DETAIL SHOWN FOR DESIGN INTENT.COORDINATE SPECIFIC PANEL SHALL BE CAPABLE OF LIGHT SWEEP OWOFF CONTROLS FOR marloruentlns complantaaaamem I e z ,eo REQUIREMENTS WITH MANUFACTURERS LITERATURE,CONTROL BUILDING LIGHTING SHUT DOWN. e°,nPuw,<at«.mMe m.p„p,,.aletex=p wan�a«iai pro,ent.mnrm�,eii. evuwitq.mm:i;:°„$p..m.,, a o PANEL REQUIREMENTS AND SPECIFICATIONS.PROVIDE A MINIMUM "°°"I,.m.n"'n meta«xv.rc,°"a.a.o..em°.nmdr w,m m.m.mamv roPwrcm.nt.Ilnw m,p„ i'litre" OF 118)1-POLE RELAYS LOCAL OVERRIDE SWITCHING ON PLAN. .--Till. s,q;,•t Ise, 2. RELAY SHALL BE SUITABLE FOR FLUORESCENT AND H.I.D. TIMER TO SWEEP LIGHTS OFF AT CLOSING,WITH REPEAT OFF SWEEPS. axuwor uvnxnv comwl.nq.euwm•m FIXTURES.wet m smt«n.ne:m Pmw,«axwllwndn•a.x rcP,«.mr In ma a«,m,a'h.<�n,t.o-t»ns m.e imn p�,, EACH RELAY SHALL BE CAPABLE OF INDIVIDUAL CONTROL. In tn. I&IX1., rogmrcm..m xm.,ay.mlm a,a.o.nam�wr wnn�l(.m.°e.°o;vr;.;�.wm:m.11— COORDINATE EXACT DESIGNED OPERATION REQUIREMENTS WITH END USER PRIOR TO PROJECT COMPLETION. ITen Imp«�m.�ts—11'a:ai°min,o.=m.,x—Fyllwwlnw.<t n.r� SLIGHTING CONTROL PANEL DETAIL p,�fltTa.: os«Wts omme.,t . Pq.arltl.: o °,wet.:,wc.e «mwo u:weot-o.,.,...tn°m.rwl"..Imil ,lok.m.vl.<m<.Iw".rer p.v. t o«.met.m.:tn«Ipr°w<m,aots>iswcot.o°w,..,tn°m.rwl"..Il..lokei<°ei«nl<.neno,vv s. :°r a i.m a�°q°°"h<m tstuwcoa.o°w,w..to°m.rwla1.0.,lox°I,nEI«,—te.— sa a U 12"=1'-011 a Ito.: Y Y Ab } C* A btt L. ❑ c et not Etwa t 1 or u a .r R I a. .: I ❑ roq� caa ❑ wwntw se met >a ----. L - -. ._.....- ' ❑ P tM ❑o°.,x. "m°` c eau «nq — tat mw.n phnq,pec euot 1 1 .e o a � ee m« l[j ❑ M .rw."°.a anew Orvo�wv [P Al w M ,.m.m >— ❑ urcm,mw,nem.tLU _..-------..._-._ o O O e qt na ma by.twn ❑ q Aaa tl°n.l CommentwAs•umptlmns: (N fat I ❑ awn wew,P«t atwa IF 1 . ❑ a.xxw.w.,M.+tw...rrw.w.w.. M� antwm wn e ePPm.,e eMw Lam. Q LqU _ ❑ Mq aw.°,°W prcpotw wetm 0 IrV/_'✓f let 1 § ❑ - W q uov is in ova °❑ w amaanw. .x.. J J LL U IEu 1 q .nmtryaow a - ^°t•PPIr m.°w.a w° °"J0 o p,.bm LL Q _ iv -_-. w e.m.< ,�' O ,w"met,.,ena Ox°toa.r«q. m P•nv,P.<wA c ❑c a,.m.m •, LL ❑x« I ❑ .euca' � ce. ❑ rcmentw ea met �_— ❑ ,le [et 1 ❑ taw on P..--:aupa — ❑ - ____ a I ❑O N cw q ❑ ,.m.mwue.met lot ❑ ❑ i'3 feu 1 tmn ow PlenweP«suo. - M in ❑❑1. i. C1c mq O Vi < d•r qm rc 0 q t"awe rcm.nteu,na xppr -- f0W" qm m.ntw m iuer ,°. wmrcea • v w„r,bx www q.w.p.n m. Aamnen.l eommentmAa mptlen., C or.1 •q mand «°"Ora u — � � w,. pYnHapec Euoa 2 lain Iglniw Pienanat gapes xat ..k a"n Plen4,p«.ELL dl - we O ❑ xww rom.m ao. ry to c c o mn en Pwrwv.<wn m. 3 O IFts] °"« .e.wen.pe ono. rcm.nt b.ma � �❑n« •=^w P wp•,:Euo. O U "- mTM LILwImw=Irxr al nimPee r��Tfww.m mp°a,m—.al .x•nmP°nm:.tl Tlx.a„m Tp.,i m«a�3l�a•.m..=,-Rra� osmn.w w rn�ol.�.a,tcat cot.o°n,w.,tx°ma rwnP.e..mce,AE ecmrcna ror P+p• do + oeua met.ca w�mN«t ovktew<ot.oe.,l..ee"°m. n. rc.wtal.,ol,ane"nvr p e° .a . o.r.m.n. y,Waefe vk.weov....°.....ra,nr.°.oe°mte«xm._ v saver 'c PROJECT#:4200 - - E N O/Al E E R//V G DATE:##/##/## 0 440 I'll cgparalaDr.,ste.103 DRAWN BY:JF n Me1lata.ID83642 SCALE:As indicated ph 208-288-2181 5 h.208.28&2182 1.*,,15wCbt 1 2 3 4 5 I 1 I 7 I e I 9 I 10 1 11 1 'EL601 a1 I 2 I 3 I 4 I 5 I 6 7 8 I 0 I 10 I 11 aF�ss�STE Eh��2 6 aQ' Q� RFo�FP GENERALNOTES 2 o 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES qT p'T N POLE POSITION WITHIN PANEL TO WHICH DEVICE SHALL F OF BE CIRCUITED. ��«/AM CRP06/16/15 2. SEE SHEET EP601 FOR PANEL SCHEDULES. 7 FN- O _a e co w MQ y o LL pYa�o B C D EPA �Dyra f7 PANEL HA KEY NOTES :: '�""•�•i' .--�N--^-. ,j-�-.— r•r---,•—.—. .: .. .. , -=-- . ----7-. �� , �� ••r-�-^----� � O1 SEE ONE-LINE DIAGRAM ON SHEET EP801 FOR CONDUIT AND ®���Y 1LA _ - — — .__....-�:_ .. — ._..........d...........»...,,....,.,..._._._.� .,."..s.....,.._........_..............a....._......_,.__ -�-".� ._ — .CONDUCTORS. 400A CT METER-f 5 1LA-5 1LA-5 1LA-5 iLA-5 1LA�-5 1LAmm� COORDINATE POWER FOR DOCK LEVELERS WITH MANUFACTURER'S 5 OOZ 1LA-11 M� O Z M CT CAN!' g INSTRUCTIONS.MOUNT AND CONNECT PUSH BUTTON PER J N TRANSFORMER 1 MANUFACTURERS SPECIFICATIONS.FURNISH AND INSTALL CONDUIT ILA-13 ILA-7 AND CONDUCTORS AS REQUIRED TO CONNECT PUSH BUTTON TO MAIN DISCONNECT a O 400/400 ASSOCIATED MOTOR CONCEAL CONDUIT IN WALL OR SLAB. 9,' �3 CIRCUIT EXHAUST FANS TO BE CONTROLLED WITH ROOM LIGHT LA-2 SWITCH. 3/4"C-2012,#12G O ®CONTRACTOR SHALL INSTALL CONDUIT FOR NEW PHONE SERVICE TO 1 LA3 AI NEW PHONEIDATA BOARD IOCATION.COORDINATE EXACT REQUIREMENTS WITH TELEPHONE COMPANY PRIOR TO CONSTRUCTION. — 1LA-11 O5 MOUNT TRANSFORMER 10'AFF,WITH WALL MOUNTING BRACKET 'll _ ACCESSORY.SECONDARY CONDUCTOR LENGTH MUST NOT EXCEED aL 25'. 1 L#12G ���3/4182#12,#12G ® 3l4 C 2#12,#12G��j�— ,; 1LA-13 ILA-7 -�., vt �2�3,1 iLA 111. 3/4"C 2#12,#12G 3/4"C 3#180,#10G 1LA-23 3/4 C 3#10,#10G 2 1L4-g CMS J 1LA-23 yam+ TH GFI 9fl 2 WFI '3R 1ILA-29 L]•�- 2 (ON ROOF) WF/ 1 LA-3 _..-.._.... 2 I— — (3)3/4"C I (z)3 a"c WE (ON ROOF) COMMUNICATION�— ��COMMUNICATION J SOUND SYSTEM MILA-31 1LA-33w C4T(1)2"C 1LA-9 M C w I IC,1LA-15 GM .a ILA-13 1LA-7 I I RECEIVING ' — I SALES I DF �:4��-2#12,#12G 101 1 LA-9 �I I II N I K)--ILA-15 1 LA-9 ILA-13 1LA-7 CIA lH iHA-20,22,24 1LA-23 3/4"C�3#0,#10G I 1LA-23 3/4"C-3#10,#10G GF/ 3 R — — _ _ WFI/ 9 — _ — —1 LA-3 3 _ I 1LA-29 I 4U 9 1LA-9 cm I I I 4�1LA-15 ON ROOF) (ON ROOF) 1LA-13 1LA-7 Z TI I w Q L) I F W' 1LA-;5 J 3/4"C z#1z,#12G ? a Z I 1LA-25 1LA3 � O p ————— i LA 28 i LA-28 1" W cM7 ———————_— (2 2"0 3/4 C•2#12,#12G d, a0 o I _ 0 ILA 3/4"C-2#12,#12G r �j O O rLu --- 3 GFI 7 1LA-P6 OH - LU NE TERMINAL EP601-3 ,i1 LAF19 1GLA 19•..... OLA-7 {i O LL J U TELEPHONE M'AFF A.F_F.3/4 C 2#12,#12G + '�4 ,:OH 11A-27 .J. c..� 1LA-1 1LA-1 1LA-I�- 1LA-1 1LA-1 1LA-1 1LA 1 — — A T� ILA ,0 t( 3/4"C-2#12,#12G O W` p 0 / o m Lu WOMENS i....MEN -- .......,.,.._... ---1 _:..... LL 108 103 A B C D E E 0 N fC N 3 � Power Plan �� c 'C PROJECT#:4200 • ,, E/V G//V E"E R//V G' DATE:05/29/15 a80 East Co,polte D,sk.103 DRAWN BY:JF o Meridian ID"" SCALE: 1/8"=1,-0" o_ ph 208-288-2181 1 - 2 3 4 5 6 7 8 9 10 fa,zoe-zea-zlez 11 P.yKs sWcm ;Gr1Cni O a J 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 8 I 10 I 11 UCHITEO ARCHITECT N M a0� SHEETINDEX 00 CODE ANALYSIS DOWN EAST HOME TI # NAME REV. g 27/1$ N LYNNs.W000BURY 1-GENERAL _ STATE OF m.. APPLICABLE CODES CANYON PARK WEST 4-ARG001 GENERAL NOTES AND ABBREVIATIONS �- - 4-ARCHITECTURAL u� Year Year TWIN FALLS, I DAH O A701 FLOOR PLAN -- = 1 >z w International Building Code 2012 National Electrical Code 2014 A702 FlxruRE PLAN 1 _ International Mechanical Code 2012 cc Uniform Code for A111 RCP O Idaho State PlumbingCode 2014 Building Conservation N/A A301 FIXTURES a a GENERAL NOTES A302 FIXTURES International Fire Code 2012 ADA Accessibility 2009 1CC/ -- -- w International Energy Conservation 2012 Guildelines ANSI A117.7 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL CODE REQUIREMENTS,AND THE LOCAL JURISDICTION 14.APPLY NON-SLIP BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS,STEPS,RAMPS, DESIGN AND CONSTRUCTION STANDARDS.FOR AREAS NOT COVERED BY PUBLISHED PROJECT SPECIFICATIONS OR CURBING,AND ELSEWHERE AS INDICATED. ADA/ABA THE LOCAL JURISDICTION STANDARDS AND SPECIFICATIONS DRAWING.THE WORK SHALL ALSO COMPLY WITH THE Q O PROJECT PLANS,PROJECT SPECIFICATIONS,AND PROJECT GEOTECHNICAL ENGINEERING REPORT,WHICHEVER IS 15.CRACKING,SHIFTING OR DAMAGED CONCRETE SHALL BE REPLACED AT CONTRACTORS y �' THE MOST STRINGENT.CONTRACTOR SHALL REQUEST ADDITIONAL CLARIFICATION INFORMATION FROM EXPENSE PRIOR TO ACCEPTANCE OF WORK. LICENSED Q o} �� ARCHITECT. 16.CONTRACTOR SHALL PROVIDE ALL GUARANTEES IN WRITING AND WORDED AS APPROVED BY 'CHAR TE T ARCHITECT a 3 a A. Occupancy and Group: I M / 2.ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER AND THE LOCAL OWNERS REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK. SEP 1 1 2015 O L y rm p `/ AUTHORITY HAVING JURISDICTION.THE OWNER AND THE LOCAL AUTHORITY HAVING JURISDICTION RESERVE THE WOODBURYCORPORATION ^ }_ Change in Use:Yes No X Mixed Occupancy:Yes NO X RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS 17.DUST,MUD AND EROSION SHALL BE CONTROLLED BY WHATEVER MEANS NECESSARY,AND &IT 9 I -O¢U owo� STANDARDS AND SPECIFICATIONS. THE ROADWAY SHALL BE KEPT FREE OF MUD AND DEBRIS,AT ALL TIMES. 2733 E PARLEYS WAY, SUITE 366 CD Special Use and Occupancy(e.g.High Rise,Covered Mall): none' 3.THE CONTRACTOR SHALL NOTIFY THE LOCAL AUTHORITY HAVING JURISDICTION INSPECTION SECTION,A FRONTAGE CONTRACTOR SHALL REPLACE AND EXISTING SIDEWALK OR CURB 8 GUTTER ALONG THE 8�27�1$ SALT LAKE CITY, UT 84109 O MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING CONSTRUCTION. FRONTAGE OF THIS PROJECT THAT IS DAMAGED BY CONTRACTOR,AS DIRECTED 8Y THE LYNN s.WW.URY of B. Seismic Design Category: SEE STRUCT. Design Wind Speed: 115 mph ARCHITECT AND LOCAL AUTHORITY HAVING JORISDICTION. STATEOrIDUo (801)485-7770 O z M 4.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES >r AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE 19.ALL PUBLIC IMPROVEMENTS WITHIN THE LOCAL AUTHORITY HAVING JORISDICTION SHALL BE U "� C. Type of Construction (Circle One): POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR CONSTRUCTED ACCORDING TO THEIR STANDARD SPECIFICATIONS AND DETAILS FOR MUNICIPAL I I R II IIE 1H 1y Y V COMPLETE.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES.CONTRACTOR CONSTRUCTION(LATEST EDITION). PERMIT SET NOT F O R SHALL ASSUME RESPONSIBILITY FOR REPAIR AND EXPENSES INCURRED TO UTILITIES THAT BECOME DAMAGED AS A B A OB A B HT A B A RESULT OF HIS WORK. 20.THE CONTRACTOR SHALL EXAMINE THE SITE AND FULLY DETERMINE THE CONDITIONS UNDER THIS CONTRACT.NO ALLOWANCE WILL BE MADE FOR FAILURE OF BIDDERS TO ASCERTAIN ALL 5.CONTRACTOR SHALL BE RESPONSIBLE FOR: ASPECTS OF THE PROJECT. aQ D. Fire Resistance Rating Requirements for the Exterior Walls based on the fire A)OBTAINING ALL PERMITS AND LICENSES. -' Separation distance(In hours): B)PREPARING A TRAFFIC CONTROL PLAN,PROVIDING ALL TRAFFIC DEVICES AS MAYBE REQUIRED BY THE WORK. 21.SHALL E REPAIR E SHALL BE INSPECTED DURING FINAL INSPECTION.ANY DAMAGED AREAS CONSTRUCTION C)COORDINATING WITH ALL UTILITY COMPANIES INVOLVED WITH REGARDS LOCATION,RELOCATION'S E SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. North: 0 South: 0 East: 0 West:0 ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A - TIMELY FASHION AND WITH NO DISRUPTION OF SERVICE. 22.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE QUANTITIES AND 4 D)ALL PROJECT SAFETY INCLUDING BUT NOT LIMITED TO,TRENCH EXCAVATION AND SHORING,TRAFFIC CONTROL, MATERIALS REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE PLANS. -------- �4 1 E. Mixed Occupancies: NO Nonseparated Uses: M AND SECURITY. SYMBOLS 4 LL E)OBTAINING TEMPORARY POWER AND WATER TO THE SITE. 23.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GRADES AS ESTABLISHED BY THE F: Sprinklers: F)PAYING ALL FEES EXCLUDING CONNECTION FEES AND CITY DEVELOPMENT FEES. PROJECT ENGINEER.RUNOFF AND DRAINAGE FLOWS SHALL NOT BE ALTERED OR IMPEDED. P G)OBTAINING NECESSARY PERMISSION FROM THE LOCAL AUTHORITY HAVING JURISDICTION DEPARTMENT OF TRANSPORTATION FOR ALL WORK IN AND ADJACENT TO THE PUBLIC RIGHT OF WAY. 24.THE CONTRACTOR SHALL FURNISH ALL LABOR,TOOLS,EQUIPMENT,MATERIALS,EMPLOYEE Required: NO Provided: YES H)SETTING ALL MANHOLE COVERS,INLET GRATES,WATER VALVES,CLEAN OUTS,FIRE HYDRANTS AND OTHER AND SUBCONTRACTOR SUPERVISION FOR IT'S PORTION OF THE PROJECT TO IMPLEMENT 1 CALLOUT HEAD ACCESS COVERS TO FINISHED PAVEMENT SURFACE OR FINISHED GRADE, PLANS AND SPECIFICATIONS. FB-AlO1 G: Number of Stories: 1 Building Height: 25'-O" 1)RECORDING AS' LT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE AND 9 9 SUBMITTED TO ARCHITECT FOLLOWING CONSTRUCTION. 25.THE CONTRACTOR ASSUMES ALL RISKS IN THE PERFORMANCE OF THE WORK AND {p J)REFERING TO AND MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT RESPONSIBILITY FOR LOSS AND EXPENSE RESULTING FROM ON-SITE INJURY. H: Actual Area per Floor(Square feet): K)KEEPING ADJACENT STREETS FREE AND CLEAN of ALL DEBRIS AND DIRT FROM THE JOB SITE.CONTRACTOR _ MUST SWEEP STREETS AS NEEDED AND UPON OWNER/LOCAL AUTHORITY HAVING JORISDICTION REQUEST. 26,THE CONTRACTOR IS RESPONSIBLE FOR SUPERVISION,SAFETY,ADMINISTRATION, CASEWORK TAG Main floor: 18,000 sq ft L)REFERING TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION,AND DIMENSIONS OF BUILDING EXITS,RAMPS, SCHEDULING,COORDINATION AND MANAGEMENT OF SUBCONTRACTORS. TRUCK DOORS,AND UTILITIES ENTRANCE LOCATIONS. Total sq ft: 18,000 sq It M)VERIFYING ELEVATION AND HORIZONTAL LOCATION OF ALL UTILITY POINTS OF CONNECTION PRIOR TO ANY 27.THE CONTRACTOR SHALL PROTECT ALL PERSONS NEAR OR ON THE PREMISES FROM UTILITY INSTALLATION. UNREASONABLE RISK OF INJURY.PROVIDE WARNING SIGNS,LIGHTS,BARRICADES,RAILINGS, N)ENSURING THAT ALL SITE CONCRETE AND ASPHALT SECTIONS SHALL BE IN ACCORDANCE WITH THE FLAGMEN OR OTHER NECESSARY SAFEGUARD. 11 DOOR TYPE TAG GEOTECHNICAL REPORT.HEAVY DUTY CONCRETE SHALL BE PLACED WHERE SHOWN ON PLANS. 28.WHERE TWO OR MORE REQUIREMENTS CREATE OVERLAPPING CONDITIONS,CONFLICTING 8.IF,DURING THE CONSTRUCTION PROCESS,CONDITIONS ARE ENCOUNTERED WHICH INDICATE AN UNIDENTIFIED MINIMUMS OR LEVELS OF QUALITY,ALL OR THE MORE STRINGENT REQUIREMENTS OR THE 1 C I: Tabular Area: 12,500 SF SITUATION IS PRESENT,THE CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY. HIGHER QUALITY LEVEL IS INTENDED,AND SHALL BE ENFORCED,CONFLICTING REQUIREMENTS a SHALL BE REFERRED TO THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE WHOSE a 7.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING.IF PERTINENT INTERPRETATION WILL BE FINAL. 1 A1O1 1 BUILDING ELEVATION TAG u ' J: Area Modifications: DIMENSIONS ARE NOT SHOWN,CONTACT THE ARCHITECT FOR CLARIFICATION. A Allowable area per story SQ FT 40,250 29.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE MOST CURRENT As ( P ry( ))- B.IN GENERAL,THE LIMITS OF CONSTRUCTION INCLUDE ALL FACILITIES SHOWN AS PROPOSED ON THE BUILDING PLANS 8 SPECIFICATIONS ARE USED 8 CONVEYED TO ALL SUB-CONTRACTORS AS APPLICABLE. 1 At (Tabular area per story in accordance with AND SITE PLANS.IN ADDITION,ALL ADJACENT PUBLIC IMPROVEMENTS AND PRIVATE IMPROVEMENTS MUST BE table 503(SQ FT))= 12,500 REPAIRED,RESTORED,OR COMPLETED TO A FINAL CONDITION.THE CONTRACTOR IS RESPONSIBLE FOR 30.COORDINATE FIRE DEPARTMENT ACCESS ROAD AND FIRE HYDRANTS W/SITE CONTRACT 1 IDENTIFYING PRIOR TO BID ANY ITEMS ON THE SITE,AND CONNECTING PARCELS,THAT WILL REQUIRE REPAIR, BEFORE ANY COMBUSTIBLE MATERIAL ARRIVES ON THE SITE(IFC 1411).THIS SHALL INCLUDE If (Area increase factor due to frontage as caculated REMOVAL,RESTORATION,OR WORK OF ANY KIND TO COMPLETE THE PROPOSED CONSTRUCTION,THESE ITEMS (BUT NOT LIMITED TO)WOOD FORMS FOR CONCRETE CONSTRUCTION. 1 A1O1 1 STOREFRONT ELEVATION TAG in accordance with section 506.2)= 22 SHALL BE INCLUDED IN THE CONTRACTOR'S BASIC BID. 31.ALL EXTERIOR MATERIALS TO COMPLY WITH DEVELOPMENT DESIGN STANDARDS Is (Area increase factor due to sprinkler protection 9.ALL AREAS NOT DEVOTED TO BUILDING AREAS,FUTURE BUILDING AREA,PARKING,ACCESS DRIVES,WALKS, 1 as calculated in accordance with section 506.3)= 2 STORAGE OR ACCESSORY USES SHALL BE LANDSCAPED.CONSULT OWNERS REPRESENTATIVE OR LANDSCAPE 32.SPECIAL INSPECTION PROVIDED BY OWNER DESIGNER FOR ANY LANDSCAPE AREAS NOT PROPERLY REPRESENTED IN THE CONSTRUCTION DOCUMENTS. ITF (Building perimeter that fronts on a public way +A1101 INTERIOR ELEVATION TAG or open space haveing 20 Feet open 10.CONTRACTOR SHALL REPAIR,ADJUST,REMOVE OR RELOCATE ALL EXISTING SIGNS,STRUCTURES,UTILITIES minimum width feet 270'0" AND LANDSCAPE AS NECESSARY TO COMPLETE PROJECT.COORDINATE WITH OWNERS REPRESENTATIVE, SITE VICINITY ))- APPLICABLE AGENCIES,UTILITIES AS NECESSARY PRIOR TO ANY DEMOLITION.PROVIDE SLEEVING FOR ALL P (Perimeter of entire building(feet))= 569'O" EXISTING UTILITIES AS REQUIRED BELOW ALL PROPOSED ENTRANCES AND WALKS. GRID 11.SUBMIT TEST REPORTS OR CERTIFICATES TO OWNER ON ALL MATERIALS TESTING AND COMPACTION W (Weighted width of public way or open space SPECIFICATIONS REQUIREMENTS. (feet)in accordance with section 506.2.1)= 30' 12.MATERIALS AND INSTALLED WORK SHALL REQUIRE TESTING.PROJECT MANAGER SHALL INSTRUCT 00 00 00 KEYNOTE TAG CONTRACTOR WITH RESPECT TO THE QUANTITY TYPE AND FREQUENCY OF TESTS TO BE MADE ON PRODUCTS PRIOR TO PLACEMENT.OWNER SHALL PAY THE COST OF INITIAL INSPECTIONS,NORMAL CYLINDER TESTS,ETC.IF a) A.-{A t+[At If]+[At IS]} I f= [270'-0"/569-0.25]30/30 AND TEST RESULT FAILS TO MEET SPECIFICATIONS,RE-TESTING OR SUPPLEMENTAL TESTS WILL BE REQUIRED. --- LEVEL CALLOUT SUCH TESTS,INCLUDING RE-TESTING OF REJECTED MATERIALS FOR INSTALLED WORK SHALL BE DONE AT CONTRACTORS EXPENSE. C11*4 b) Total Allowable Area for: 13.LOCATE AND INSTALL CONSTRUCTION JOINTS AS INDICATED OR IF NOT INDICATED,LOCATE SO AS NOT TO LGHT Ol LIGHT FIXTURE TAG 1) LVL 1: +40,250 SF > Actual area +18,000 SF IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE,AS ACCEPTABLE TO LANDSCAPE ARCHITECT. c) Sum of the Ratio Calculations for Mixed Occupancies: For purpose of this +: EIFS 01 MATERIAL TAG Actual Area = 18,000 sq It calculation assumed all k PROJECT LOCATION. ^' _ .42 interior area M J ( , J NORTH ARROW Allowable Area = 40,250 sq ft d) Unlimited Area Building: Yes No X Code Section: N/A 101 ROOM NAME W aY 11. ROOM TAG o FEC,MAX SPACING 75' r' 150 SF K. Fire Resistance Rating Requirements for Building Elements(hours). 0 Assembly Assembl �� ;1"' Element Hours Element Hours p BUILDING SECTION Llsbng Listing yg ,, MAGIC VALLEY MALL' _ ♦A Z Exterior Bearing Walls 0 N/A Floors-Ceiling Floors 0 N/A ��sr ~ V Interior Bearing Walls 0 N/A Roofs-Ceiling Roofs 0 N/A �oF `{' Exterior Non-Bearing Walls 0 N/A Exterior Doors and Windows 0 N/A aJj $ �'•, WALL SECTION 4Q ~ Structural Frame 0 N/A Shaft Enclosures 0 N/A Partitions-Permanent 0 N/A Fire Walls 0 N!A Fire Barriers Fire Partitions 0 N/A O Smoke Partitions EXIT 0 N/A z45 occs. 10h 0'-0" U 37"R. qr \ SPOT ELEVATION TAG LL c L. Design Occupant Load: -I 14,882 AREA SF 8A m m Sales Area:14,662SgFt/ 30 SF:Person 489 eople 469000. SYMBOLS c -- - 1 View Name Storage Area:2,667 Sq Ft/ 9 SF:Person 9 P ople 2667 AREA SF 1p5(y VIEW TITLE-REFERENCED 9 OCC. A600 1/8"=1'-0" of Exit Width Required: Exit Width Provided. ON.1 a EXIT _ a OCC MAXIMUM OCCUPANT LOAD E Sales: 489'.15=73.35" Main Entry' 72" Rear: 42" EXIT 4 QpgPt�ON 32"R. MINIMUM REQ.EXIT WIDTH 8"METAL WALL Q 90CCS. - SE 88"P. EXIT WIDTH PROVIDED gp - WALL LEGEND-WALL CALLOUT 0 Storage: 9..15=1.35" Rear Exit: 36" 38,P. STC RATING UL LISTING 2 occ. LM M. Minimum Number of Required Plumbing Facilities: (�D Z , a) Water Closets-Required=2 Provided=2 FUNCTION OF SPACE eo WALL TYPE TAG t5g ' b) Lavatories-Required=2 Provided=2 O MAX.EXIT ACCESS TRAVEL DISTANCE=123'-0" 0 c) Bath Tubs or Showers: N/A o - MERCANTILE........................00CUPANCY 1:30 SF 88 WALL TYPE TAG � d) Drinking Fountains: 1 HI,1 LO Service Sinks: 1 EXIT a 'Occupancy to be determined as part of interior finish construction documents to be 247 occs. a have 0: 37'.R. STORAGE/SHIPPING............00CUPANCY 1:300 SF �Bui=n rend approvedREVISION TAG submitted and constructed by separate building permit application. I.,P. PROJECT#:4201 DATE:8/27/15 _ Conatrlx9on Subject -. c Per Table 1004.1.1 of the IBC To Field Inspection DRAWN BY:BSA LIFE SAFETY PLAN `J SCALE:As indicated Page� N �7 �±��� ii 1 1 I Z ( 3 I 4 I 6 I 6 I 7 I 8 I Data t> 10 I 11 V a J 1 I 2 I S I 4 I 5 I 8 I 7 I 9 I 9 10 I 11 SS\ONAt Fy Q�pFQ�O\STEgFO�GP 2 O N qrE OF\Op _ /�CIAM CPP06116115 BY UTILITY �7� o PANELBOARD SCHEDULE PANELBOARD SCHEDULE L UTILITY PANEL A' PROJECT:Win CO Foods 137-North Fon Worth PAN0.;ILA PROJECT;DO T, LL deOl TRANSFORMER VOLTAGE:480/277V PHASE:3 WIRE:/ AMPERE RATING:400A SC RATING:22KAIC MAIN:MLO VOLTAGE:120/208V I PHASE:3 1 WIRE:4 AMPERERATING: 100A I SC RATING:22KAIC MAIN:100A M.C.B. (1)4"CO ENTRY:BOTTOM MOUNTING:FLUSH ENTRY: I MOUNTING:FLUSH CONNECTED LOADS: Ps VA LOAD TYPES: 1.LIGHTING REMARKS: CONNECTED LOADS: Ps VA LOAD TYPES: 1=LIGHTING REMARKS: (1)1-CO PHASE A: 781 44629 2.RECEPTACLES NOTE 1-ROUTE CIRCUIT THROUGH LIGHTING CONTACTOR LISTED PHASE A: 64 7660 2.RECEPTACLES IPCO APPROVED M �—-CO APPROVED PHASE B: 157 43481 3.MISC PHASE B: 61 7300 3-MI3C CT CAN METER SOCKET PHASE C: 148 40554 4.MOTOR PHASE C: 38 4618 4.MOTOR TOTAL; 155 128664 5.KITCHEN TOTAL: 19578 5.KITCHEN LL.IL� (1)4"CO LOAD LOAD AMPS/ CKT CKT AMPS/ LOAD LOAD LOAD LOAD AMPS( CKi CKT AMPS/ LOAD LOAD O I— —- (VA) LOAD SERVED TYPE POLES NO PHASE NO POLES TYPE LOAD SERVED (VA) (VA) LOAD SERVED TYPE POLES NO PHASE NO POLES TYPE LOAD SERVED (VA) S - MAIN DISCONNECT/ 20o2 seLEaFi.00gt10RIN3 1 20 1 1 A 2 30 3 3 q1U-1 7202 1280 gEC.BAf.p RAOg50111HWPLL 2 20 1 1 A 2 20 1 SPAgE AA�� p�c SERVICE ENTRANCE 1520 SPLESRmqucHnN3 1 20 1 3 B 4 qEc.S4£RgACq EASrwuL 2 20 1 3 B 4 20 2 4 OOCKLEVELER 110a 0 LL O a 1820 34LC5 FLOIXiLIG1111M3 1 20 1 5 C 8 -- - 3 _ 7202 1280 gEc.3AlEg B.00q NpRIH WPLL 2 20 1 5 C B - 4 - 1100 G NEUTRAL 400A _ ry.3 g 1820 8P1E9PLCCq tcHrwO 1 1 20 i 7 1A 8 30 3 3 RTU-z 7202 1080 qEc-S4LESROORwEsr wAir. 2 20 1 7 A 8 20 1 3 oocKtEv¢mccrgRa 700 N a 7202 900 REc-sAtrsw,NooWICEUN01 2 20 1 9 B 10 22 1 3 IGP Boo O=ul �INFD 400A 1820 sAlESgAORucgflN3 1 20 1 9 B 10 - - 3 _ 7202 540 C 12 20 1 sPAPE11 20 1 11 C 12 -- - 3 1820 BplEggppgllONixp 1 20 1 13 A 14 30 3 3 qN3 7202 720 REC-2"C gECEMN0 EA4rWW1 2 20 1 13 A 14 20 1 3 —1 1440ROU"oC 4#3/0 1820 sNES FL00RUGImNs 1 20 1 15 B 18 3 _ 7202 720 PEC-gECEMNOWE3fWP11 2 20 1 15 B 16 20 1 3 W 1440 GROUND 1#8G 2002 Sntr_s FLCCRIJGInIW 1 20 1 17 C 18 -- - 3 7202 sgagE 30 1 17 C 18 15 1 4 oF.l 456 �Q PER NEC PANEL'1HA' 1280 sPLEsiYWRulgrw0 1 20 1 19 A 20 30 3 3 R111-a 7202 360 REc-gEamoa4s 2 20 1 19 A 20 20 1 3 n+tnla 980 1238 EMRYSfOgEF�Nfu3RR13 1 20 1 21 B 22 3 _ 7202 180 REC-WAT ACC—1 2 20 1 21 B 22 20 1 BPME 472 PECEMNGutY1rN3 1 20 1 1 23 1 C 24 - 3 - 7202 900 1 REC-Rtu 1 2 1 20 1 1 1 23 1 1 SPME 531 1 RECEMYgLx9RINCf 1 20 1 25 A 26 20 1 360 RECIFLEPH1VElERMNOLBYAD 2 20 1 25 A 28 20 1 3 CHt 800 — 177 gEstRCaMidudnoR RCw4uc60K0 1 20 1 27 B 28 20 1 380 KC.—To"SuncE 2 20 1 27 B 28 20 1 3 cPa• 1200 'll 1"C 516 Px1EwCgL mrlcPnalr 1 20 1 29 C 30 20 1 380 REC-E y 2 20 1 29 C 30 20 1 SPME U. 3#8 1#10G 228 Ex1ERgquOtlit-p REnn 1 20 1 31 A 32 20 1 180 gECREGISTQi 2 20 1 31 A 32 20 1 BPPAE 71, 500 FUNREUGMIN3 1 20 1 33 B 34 20 1 30KVA 500 RurugELgqnRO 1 20 I 1 I 35 C 1 36 1 20 1 1 1 180 REcRmI5tEq 2 20 1 33 B 34 20 1 sPAgE -48Ox12G/208V WAPE 20 1 35 C 36 20 1 9PAPE 4#2 500 RRLREIl9HI1N3 1 20 1 37 A 38 40 3 PA1a3.•na• 7680 1 BG 20 1 39 B 40 - 3 7300 9PME 20 1 39 B 40 20 1 SPME PANEL d 20 1 41 C 42 - 3 4818 SPME 20 1 41 C 42 20 1 sPME S-7,1 LA' LOADING BY TYPE CONNECTED DEMAND LOADING BY TYPE CONNECTED DEMAND LIGHTING 22664 VA 28330 VA 16 RECEPTACLES OVA 0 VA LIGHTING 0 VA 0 VA RECEPTACLES 10080 VA 10040 VA MISC. 106000 VA 1080DO VA MISC. 6840 VA 6840 VA MOTOR LARGEST MOTOR: O VA O VA MOTOR LARGEST MOTOR: 8480 2656 VA 4276 VA KITCHEN #OF KITCHEN UNITS: 0 VA O VA KITCHEN #OF KITCHEN UNITS: 0 OVA O VA TOTAL 155 A 162 A . W TOTAL- 54 A 59 A _ O n ONE-LINE DIAGRAM z rL NTS rt 'm a L] 0 z_ o- C'3 Hw. w w a z ¢ y U 0 (7¢ ? c53Q m C Q GROUNDING 0 BUSHINN IUSHII TYPICAL 2 a 00 U 1_ w �„ Q - \I/ J J TELEPHONE UJ U U TERMINAL 0 GROUND BUS AT W r Q BOARD SERVICE ENTRANCE Z Z 11LL SPECIFICATION 0 GRADE QUAD B BARE F N�RED UFER GROUND LU Z U 4'x8TAR RECEPTACLE COPPER #4 COPPER Q 0 � m FIRE RETARDANT Vi PLYWOOD ffm� 20'UFER LL PROVIDE#6 CU 'x5/8" F GROUND TO TELECOMM .PROVIDE 4"X 10"Cu Roo GROUNDING DETAIL GENERAL NOTES: GROUND BUS I GROUND BUS BAR ELECTRODES 1. ALL CONDUCTORS SHALL BE IN EMT CONDUIT UNLESS NOTED OTHERWISE.ALL CONDUITS _ _ GROUNDING DETAIL KEYED NOTES: SHALL HAVE A GROUNDING BUSHING AT EACH to FINISH FLOOR 1. UFER GROUND TO BE 20'OF#4 AWG END. COPPER OR 1/2"MINIMUM DIAMETER 2. ALL CONNECTIONS SHALL BE EXOTHERMIC 3 GROUND WIRE STEEL REINFORCING BAR PER NEC WELD,LISTED PRESSURE CONNECTORS,LISTED BONDED TO MAIN 2"CONDUIT ARTICLE 250.62. CLAMPS OR OTHER LISTED MEANS PANEL GROUND TH PULL CORD BUS o U a /1 TELEPHONE TERMINAL BOARD DETAIL n GROUNDING DETAIL 12"=1' -0" NITS w �C PROJECT#:4200 " E/v G//V E E R//V O DATE:04/23/15 DRAWN BY:JF 449 6aoeat correre Dr.,ste.193 o MrldiaRID Po 8362 SCALE: s indicated o_ Ph 2A8-288-net 1 I 2 I 3 I 4 I 5 I 6 I 7 eaxz -xee-nez Pp>a�:swa, , 8 I 9 I 10 I 11 EP601 Section 5: Post Construction Compliance Statement Record Drawings and Operating and Maintenance Manuals: 1. Construction documents with record drawings and operating and maintenance manuals provided to the owner. Lighting Designer or Contractor Name Signature Date Project Title: DownEast Interior Lighting ComCheck Data filename: Report date: 09/03/15 Page 2 of 2 EL 1 I 2 I 3 I 4 5 I 5 I 7 I 9 I 9 ' 10 ( 11 A ecr AR 1111 M O W an ABBREVIATIONS g/z7�y5 0 N STATE OFIDAI47 AB ANCHOR BOLT MH MAN HOLE ACOUST ACOUSTICAL MATL MATERIAL NOTE:AREAS SMALLER THAN 1000 SQ.FT.AND WITH WALLS ON A/C AIR CONDITIONING MFR MANUFACTURER FOUR SIDES EXTENDING TO THE STRUCT.AND BRACED ALUM ALUMINUM MAX MAXIMUM rn INDEPENDENTLY OF CEILING AT TOP AN BOTTOM NEED NOT BE ANOD ANODIZED MECH MECHANICAL ~ c SEISMICALLY BRACED, x ARCH ARCHITECT MTL METAL THIS APPLIES TO ALL AREAS IN THIS PROJECT. A�SPH ASPHALT MEZZ MEZZANINE O U AT MIN MINIMUM a m 12FTO LESS 12 LEss MTD MOUNTED 0958^ os sen STRUT STABILIZER BD BOARD MULL MULLION GENERAL NOTES: � OR SIMILAR DEVICE BIKG BLOCKING 1. PERIMETER HANGERS:TERMINAL ENDS OF Gicn U INCH 4 ' BLDG BUILDING NG NATURAL GRADE M SEACH HALL BE RUNNER AND MAIN RUNNER ¢- BM BEAM NOM NOMINAL Q O r SHALL BE SUPPORTED AT 6"MAX.FROM SO BOT BOTTOM NIC NOT IN CONTRACT c EACH WALL WITH 12 GA.GALV.WIRE OR __ N __ BOW BOTTOM OF WALL NO# NUMBER "- APPROVED WALL SUPPORT. -CROSS RUNNER MA11N-RUNh/ER- LL BRK BRICK NTS NOT TO SCALE z a m 2. ALL WORK SHALL BE PERFORMED IN Cl CAST IRON OBS OBSCURE O j F 12 GA.GALV.WIRE, ACCORDANCE WITH IBC 16-21.2.5 se CROSS TEE CB CATCH BASIN OC ON CENTER ® 0 w 2 LOOPS IN.AROUND asH� SLOT CLG CEILING OPNG OPENING SUPPORT,MIN.4 TURNS 3. ATTACHLIGHT FIXTURES ACCORDING TO os osE osE CEM CEMENT OPP OPPOSITE 0 F' DUTY OF SYSTEM INSTALLED&IBC 16-21.2.5 z Mw r MIN CL CENTER LINE OAL OVERALL LENGTH O w 1 1/4"COLD ROLLED CHANNEL CHNL CHANNEL OD OUTSIDE DIAMETER 2� y AT 4'-0'O.C. ANCHOR PERIMETER CLOSURE h 4. AREAS SMALLER THAN 1000 SQ.FT.AND WITH TO STRUCTURAL ELEMENT CLF CHAIN LINK FENCE DID OVERFLOW DRAIN (2)REQUIRED AT SPANS GREATER y THAN 4'-0" AND BRAN D INDEPENDENTLY EXTENDING OF 70 THE STRUCT. ❑ CT CERAMIC TILE OFCI OWNER FURNISHED _ AND BRACED INDEPENDENTLY MI CEILING AT ED. D Cc CLEAR CONTORIENTED-STRAND INSTALLED00 Q AN BOTTOM NEED NOT BE SEISMICALLY BRACED. CO CLEAN OUT OSB ORIENTED-STRAND BOARD 12 FT OR�Ess 12 FT 0a LESS COL COLUMN l.J 5. VERTICAL RESTRAINT MAY BE 3/4"EMT,i 1/2"MET CONC CONCRETE PR PAIR STUD(SHOWN)OR OTHER SUITABLE MATERIAL.FI ML as seA STRUT STABILIZER CONST CONSTRUCTION PTN PARTITION 00 ATTACH TO STRUCTURE OR DECK ABOVE AND TO El G -cM OR SIMILAR DEVICE CONTR CONTRACTOR d PENNY(NAIL SIZE) MAIN RUNNER. cn san CJ CONTROL JOINT PERP PERPENDICULAR "a "a CONT CONTINUOUS PLAIT PLASTER oa` NO.12 GA. .HANGER WIRE CTR CENTER PL PLATE GALV AT 4'0"ON.C.NOT TO EXCEED -GROSBRUNNER—— --MA4Na2UNNER-—— CMU CONC MASONRY UNIT PLI PLIES PLAM PLASTIC LAMINATE 1:6 OUT OF PLUMB UNLESS DB DECIBEL PLMB PLUMBING COUNER SLOPING WIRE IS INSTALLED DEG sac --sec CROSS TEE DET DETAIL PLYWD PLYWOOD SOQ� �Esea oa Ee SLOT DIA DIAMETER PT POINT a asE DIM DIMENSION LBS POUNDS w r IN 2"^�" DS DOWNSPOUT PSf LBS PER SQUARE FT DN DOWN PSI LBS PER SQUARE IN /\ METAL SUSPENSION TILE GRID DWG DRAWING PVC POLYVINYL CHLORIDE 1 5/8"NON-STRUCTURAL METAL STUD p SUSPENSION WIRE _-- — 3TIGHT TURNS 1 1/2"MAX 12'-0"O.C. eR/MF EA EACH OT QUARRY TILE EA.END:-TYPICAL* q ELEC ELECTRIC 90.00' Q�P\,0E� EQ ELEV EQUAL ELEVATION REP RADIUS ATTACH TO DECK,TRUSS, EQUIP EQUIPMENT REQ'D REQUIRED ATO R SPREADER BAR BETWEEN EXH EXHAUST REV REVISION - TRUSSES EXP EXPANSION RF ROOF EJ EXPANSION JOINT R RISER 12 GA.SPLAY WIRE EXIST EXISTING RD ROOF DRAIN @12%.lD.C.IN EXT EXTERIOR RM ROOM SUSPENSION WIREPLANE OF EA.RUNNER EIFS EXT INSUL FIN SYSTEM ROW RIGHT (4)12 GA.GALV.WIRE LATERAL BRACE A712'-O"O.C. FT FEET SCHED SCHEDULE 0 o EA.DIRECTION&6'-O"MAX. 0 �\��SER F NP FINISHCEMENT PANEL SECSELT SECTION SELECT C FROM EACH WALL.ALL T 0 MAIN"T" WIRES TO BE 6"CLEAR /' PE FG FINISH GRADE SHT SHEET FROM ANY PIPE OR DUCT: 3"MAX.TO 745 SCREW STUD FR�MF ZO FIXT FIXTURE Sim SIMILAR O. w CROSS MEMBER 'TYPICAL` 3RD.TURN OAX TO RUNNER �i? FLR FLOOR SS STAINLESS STEELuYp) MAIN RUNNER FD FLOOR DRAIN SLDG SLIDING NCROSS RUNNER FEC FIRE EXTING CAB SPEC SPECIFICATIONFSFLOOR SINK BQ SQUARE FND FOUNDATION STD STANDARD METAL SUSPEN FLUOR FLUORESCENT STL STEEL NOTE: PROVIDE HEAVY DUTY CLASSIFIED SYSTEM, FOS FACE OF STUD STRUCT STRUCTURAL CATEGORY D,INSTALL TO CISCA RECOMMENDATIONS FTG FOOTING SUSP SUSPENDED CROSS TEES CAPABLE OF CARRYING OF REQUIRED FUR FURRING LOAD WITHOUT EXCEEDING DEFLECTION LIMIT FV FIELD VERIFY TEL TELEPHONE THK THICK GA GAUGE T&G TONGUE&GROVE Rk GALV GALVANIZED TBC TOP,BACK OF CURB 2 CEILING GRID SEISMIC BRACING GC GENERAL CONTR TOC TOP OF CONCRETE GI GALVANIZED IRON TOF TOP OF FOOTING 3/4"=1'-O" GL GLASS TOP TOP OF PARAPET GFRC GL FIBER REINF CONC TOS TOP OF STRUCTURE GFRG GL FIBER REINF GYP TOW TOP OF WALL GRD GRADE T TREAD GRND GROUND TYP TYPICAL GYP BD GYPSUM BOARD UNO UNLESS NOTED OTHERWISE HDR HEADER UR URINAL HOW HARDWARE HDWD HARDWOOD VERT VERTICAL HGT HEIGHT VG VERT CAL GRAIN •A HM HOLLOW METAL VEST VESTIBULE Z HORIZ HORIZONTAL VCT VINYL COMPOSITION TILE HB HOSE BIB VNR VENEER O HW HOT WATER INC WATER CLOSET IN INCH WH WATER HEATER ID INSIDE DIAMETER WP WEATHERPROOF INSUL INSULATION WF WIDE FLANGE INT INTERIOR WMN'S WOMEN'S INV INVERT W WITH W/0 WITH OUT W JAN JANITOR WD WOOD JST JOIST WOW WINDOW M U JT JOINT WR WATER RESISTANT W WWF WELDED WIRE FABRIC CC M ap LAM LAMINATE G W � LTV LAVATORY = LT LIGHT /y IJ Q 0) 17 QwCo C E, :+ LL Z pz N H Q 0) J E W Z W 1n '— 0 w I. 0 O 0 0 N V 4 D: PROJECT#:4201 DATE:8/27/15 DRAWN BY:BSA SCALE:As indicated a E u0 4 I 5 I 6 I 7 I 8 ( 9 I 10 I 11 I 8 I 9 10 I 11 ARCHITECT d AR-1 SEE SCHEDULE DOOR SCHEDULE WALL TYPES LEGEND GENERAL NOTES-FLOOR PLAN umi 1. FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR DOOR FRAME BUILDING SHELL,NOT A PART g/27/15 o COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO BEGINNING 11'' Mark W H Type Head Jamb Hardware -5/8"TYPE W GYP BOARD 5/8"TYPE W GYP BOARD ® NEW WALL WORK.ANY DISCREPANCIES SHOULD BE COORDINATED WITH S7ATEOFIDAHOY 23 x 01c SOLID CORE HW 03 SEE WARCHI EC LEGEND NEW WALLS PER PLAN `\ 02C V'0- 1 T-0" I METAL METAL HW 04 3-5/8"STRUCTURAL METAL STUD FRAMING -----3-5/8"STRUCTURAL METAL STUD FRAMING 3-5/8"NON-STRUCTURAL METAL STUD FRAMING 2. SEE WALL LEGEND FOR WALL TYPES rn 3. PROVIDE AND INSTALL SOLID CORE DOOR PER PLAN Z� HW 03-INTERIOR 4. ALL WALLS ARE M3C LINO C DOOR NUMBER(S): 01 C 5. WALL DIMS ARE TO CENTERLINE,FACE OF STUD OR,CLEAR O 5/8"PLYWOOD OPENING _ 1 SET HINGE(S) T4A3786 4 1/2 X 4 1/2 26D MC S w 5/8"PLYWOOD - 5/8"PLYWOOD 5/8"TYPE'X'GYP BOARD 6. INSTALL DUPLEX OUTLETS PER PLAN,14"AFF LINO g y 1 EA PRIVACY LOCK S40D 626 SCH(DOOR 01 C) 7. MUD TAPE,PREP&PAINT ALL NEW WALLS,COLOR TO BE s M es 1 EA SURFACE CLOSER SC71 FA 689 FAIL PROVIDED BY TENANT 1 EA KICK PLATE 8400 10"X 2"LDW B4E 626 IVE 8. INSTALL FLEXCO 4"RUBBER BASE THROUGHOUT-COLOR TO BE Q In 10 o 1 EA FLOOR STOP FS18S BLK IVE 5/8"TYPE'X'GYP BOARD "BLUE SHADOW" Q o} 9. BUILD BOOKCASE SHELLS PER PLAN/DETAIL HW 04-INTERIOR 10. FIRE EXTINGUISHER CABINETS TO BE SEMI-RECESSED U.N.O., O�N 5 DOOR TYPE:HM01 DOOR NUMBER(S): 02C PROVIDE PER CODE REQS. CONST: HIM 3 3-518"METAL STUD WALL-GYP&PLY 36 3-5/8"METAL STUD WALL-GYP&2 PLY 3C 3 5/8"METAL STUD WALL-GYP BOTH SIDES :, 11. REINFORCE ALL FREESTANDING WALLS PER PLAN a m 1 SET HINGE(S) T4A3786 4 1/2 X 4 1l2 26D MC STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A 12. PRIME&PAINT ALL NEW WALLS/BOOKCASES TO MATCH o a 0 1 EA STOREROOM LOCK TBD XXX XXX PERIMETER WALLS N Y 1 EA SURFACE CLOSER SC71 FA 689 FAL O O Z 3 1 EA KICK PLATE 8400 10"X 2"LDW 64E 626 IVE 1 EA FLOOR STOP FS18S BLK IVE (�J " �`1P v-td.o• QQ 4'-6" 4'4" 'y 4-6 4'-64'-e. 4'4" 'y 4'-66"" " I III II LL 1 lu uli 38'-71/4" _______lu.__ _F=.==. 4'-1"CLR,TYP TENANT PROVIDED/INSTALLED S RUG CORNER RACK , CONTRACTOR BUILT BOOKCASES, 5 TENANT TO INSTALL SHELVES 1 I I is 3 CUR g a 0 I F===q I A302 I 'a W9 9C l A 02 A302 4)A302 � PAINT ALL COLUMNS&CONDUIT DROPS, y COLOR TO BE PROVIDED BY TENANT e O_ { 2 1 8 N e A4 3C DUPLEX RECEPTACLE,DROP POWER A302 ¢ FROM ABOVE IN CONDUIT,TYP. # ro I 8 FURNITURE SALES COUNTER 6 A302 5,0„ A302 SALES § 102 r-6 11,787 S RECEIVING F _ 4 101 I2 8 2,419 SF �a 02 5.-0" 1 4 j t 61 2'-8" PREP CORNER MULLION TO RECEIVE WIRE�FROM ABOVE AND EXIT AT BASE;ATTACH � - 8 PROVIDE&INSTALL(4)FLUSH 4-PLEX WHIP AT BASE OR SECURITY PEDEDSTAL. A302 OUTLETS W/ROUND BRASS FACE PLATE �A302_ < 3 _ SALES - 4'-6" 4'-6" PLYWOOD TO BE ON SALES EA AR FINISH HISS REINFORCEMENT LL y /r FLOOR SIDE,SEE 21A500 BY OTHERS EA.END AND 6'O.C.MAX, r o SEE DETAIL W U --- -, HISS REINFORCEMENT EA. _ c o _CORNER&8'MAX O.C.,- ��� - - - - - -____ - - - 3 .., C Z o \.SEE DETAIL A302 OFFICE OUTLETS EACH TO - O 7 HAVE DEDICATED CIRCUITS t=�' I 4 TENANT PROVIDED 9 •••i a TENANT PROVIDED/ /CONTRACTOR INSTALLED FLUSH PLASTIC DUPLEX A210 A302 RECEPTACLE W/BRASS L Y•• Z CONTRACTOR INSTALLED LVr 1 ROUND FACE PLACE,TYP. CARPET 4 1'-8" 1'-6 A" 9 V 02 / CLOTHING SALES COUNTER 8-2,-- �` W O O OFFICE I 3B I 1T-3 ve" k cLR 1 Z J DO 9 - — ILL. Z r --- 126 SF 91 5 A302 C U_ 36 CLOTHING SALES 4 3g ® 0 rn `m m - s'=10 vz' s° — 20-1-1 1/d" — _j 3B 108 2— — ,496 SF 0 N C?� TENANT PROVIDED `�• '> tNL�I /CONTRACTOR INSTALLED LVT E PROVIDE&INSTALL 'c EKLKAY FEO TL8LIC REFRIGERATED DRININGZNTAN IFDIEQJ TENANT PROVIDED/INSTALLED I a Q PER ADA STA DARDS WOMEN MIENS _ 3B SHELVING,TVP. 18-g j 044 =103 RESTROOM FLOOR FINISH BY l I 8 1 4 1 o N 56 SF 55 SF OTHERS cLR ILL! - �.- - -- 3 7 o A A 1 v a PROJECT#:4201 c DATE:8/27/15 q g C D E DRAWN BY:BSA 2 SCALE:As indicated r Al FLOOR PLAN w 1/8"=V-0" (i 1 I 2 ( 3 I 4 ( 5 I 6 I 7 I 6 ' 9 ( 10 I 11 A101 a J 1 I 2 I 3 I 4 I 5 I 6 7 I 8 I 9 ( 10 I 11 ARCHITECOT ARA532 N G N m 9/15/15 0 N L STATE OF IOAHO t0 01 = > N Z" Igo= _a a sW� A TTrNANT PROVIDED/INSTALLED RUG O 99 y U t7 CORNER RACK,AFFIX TO SLAB W/ 3 N g 3/8"CIA.EXPANSION BOLTS O O 6 Z ~ 1 J r y 3 L 11--ll--ll—_u--.11,. u nll IL LL Y �] QO. I I a S1 i II Ti I I' 5 I 71 1 9 A302 3 9 - o F ==a A302 j N S5 9 55 A302 <6?A21 0. A302 � � I U 4 8 A ( A302 c - MOVABLE FURNITURE DISPLAYS,TYP 8 C I I I 8 I A302 o I A302 z r I !2 . I I I F>j I! FI 8 0 4 Ci 8 F_A302 I I! A302 I,j s ,I i I I 8 A302 �,, I I 9 S5 A 02 9 9 A302 P o p C2 W UP I S3 Q �a210 O J �A302- 53 = a L S3 MOVABLE CLOTHING RACKS(UNDER 5'-9"TALL),TYP. ^ W Z 3 s3 7 Z ~ S3 S3 W1 A S4 W2 LW1_�~ O LZ 1 4 4 m m c c �I E 'c 0 C7 LU A B C D E 0 0 N y a PROJECT*4201 1 FIXTURE PLAN DATE:09/15/15 1/8"=V-0" DRAWN BY:BSA 12 SCALE: 1/8"=V-0" 9 120 N /� ti 1 I 2 I 3 I 4 I S I 9 I 7 I 9 I 9 I 10 I 11 A 102 1 I 2 I 3 I 4 I 8 I 8 I 7 I 8 I 9 I 10 I 11 LICENSED .0 ARCHITECT " AR•1532 Co INTERIOR LIGHTING FIXTURE LEGEND CEILING LEGEND GENERAL NOTES-CEILING PLAN SYMBOL TYPE COUNT DESCRIPTION LOCATION N 1. CONTRACTOR TO FIELD VERIFY PRIOR TO BEGINNING WORK. fp TDi(SEE CUT SHEET) 71 WAC LIGHTING,(HTK 764-BLK)W/14 WATT CFL BULBS CLOTHING ACT II CEILING EXHAUST FAN;SEE MECHANICAL NOTIFY ARCHITECT IF THERE ARE ANY DISCREPENCIES IN pg/t DRAWINGS BEFORE PROCEEDING WITH THE WORK. T o = 2. LIGHTING IS TENANT PROVIDED/CONTRACTOR INSTALLED PD2(SEE CUT SHEET) 8 PENDANT CASH WRAP UNO. FIXTURES TO BE AT 12'AFF LINO. ID2 2 DIRECT/I INDIRECT 2X4 OFFICE OPEN TO STRUCTURE DIFFUSER-SUPPLY;SEE MECHANICAL 3. SUSPEND LIGHTING FIXTURES IN A MANNER TO PREVENT �+ �i SWINGING POTENTIALLY CAUSED BY THE LARGE FAN Z o V7(SEE CUT SHEET) 4 SCONCE(EL 330) WALL ENDS 4. MODIFY FIRE SPRINKLING SYSTEM TO PROVIDE SPRINKLER = DIFFUSER-RETURN;SEE MECHANICAL HEAD INS DE OFFICE AS REQUIRED BY CODE OR FIRE Q V6(SEE CUT SHEET) 5 LINEAR SCONCE(SHINE CB5512) DRESSING ROOMS MARSHALL _ W Hsi°° <8(�-, fA N o �^ G> O G�Q 61�mQU a ' ...— — — - ' .......... .......,»....w.i.:..,.n....»..i.... .n.w.:.....,....�— — — _1/ 1 I 1 I I t I 5- p 7' 7,_8„ 1�/y6" � I 3 li I �P II W I 8. o 151� 6 - — — — — — — — — — 0 UN_TD, o L Af r CEILING OPEN TO i Y � STRUCTURE ABOVE 12'-0„ 21'-61/8" k .. p, 4t CEILING OPEN TO \ STRUCTURE ABOVE 2 1 _ ®I� PD2 8 B 12 A' CENTER FIXTURE ON 4 DIMS ARE APPROX,CENTER ENTRANCE,CONNECT POWER FIXTURE OVER COUNTER BELOW MODIFY FIRE SPRINKLERS TO ACC OMODATE OFFICE/DRESSING V8,COORDINATE MOUNTING HEIGHT W/TENANT ROOMS AS REQ'D PER FIRE CODE i. [ — — — — — PROVIDE 6"SUPP� 3 0 LY/RETURN CONTRACTOR SUPPLIED& DUCT,CONNECT TOHVAC- -- CONTRACTOR _ 11111 2x4 ACT CEILING 8'-0° L.. J V7,COORDINATE MOUNTING HEIGHT W/TENANT I.i Z ID2 \ E 7'8 a W W 0 o CEILING OPEN TO I LL 110'� STRUCTURE ABOVE f m co �f N of I'`I o �II C91 4 — — — — — 11 7 I T J ? ` � ww E 0 — — — — — — — Lu I I I I c 3 0 0 0 0 c �D E � PROJECT*4201 DATE:08/20/15 a Al _ REFLECTED CEILING PLAN DRAWN BY:BSA 1/8 -1-0 SCALE:As indicated N Ci � 1 I 2 I 3 I 4 I 6 I 6 I 7 I 8 I 9 I 10 11 AM iaNfp2Nni 1 2 I 3 ( 4 I 6 I 8 I T I 8 ( 9 I 10 11 C-$H�ECi RIT�. T AR.1632 00 LYNN S WOODBURRy YQS :EOFIDO h U _7 I' H = r U — W2 A 02 W1 W2 FRAMED MIRROR AFFIXED W/ S3S3 2 O¢ c CONSTRUCTION ADHESIVE,TVP. / A w N=o 0 0 Dada W= Ngg - J - zM� 1 _ CLOTHING WALL ELEVATION _ nloz 1/4"=1'-0" 4 A DIMENSIONS ARE TO R.O. ®4 4'-1 1/8" 4 7/8" 4'-1 /8" 4 7/8" 4'-1 1/e" 4 7/8" 4'-1 1/8" 4 7/8" 4'-1 1/e" 4 7/8" 4'-1 1/8" — 3'-2" 2'-8" 2'-6" 2'-6" 2'-6" ---- __ _-- Y 6 4 O A302 DRESSING ROOM DOORS BY OTHERS _ O �" m / 2 BOOKCASE SHELVING 3 DRESSING ROOMS A1ot 1/4"=V-0" Atot 1/4"=V-0" G g h..— 4,_6„ 3,4„ 1'3" 1.111. 6,1„ q 1" 5 1" 10 A302 gA DRESSING ROOM DOORS BY Z m b� OTHERS,PROVIDE ROUGH OPENING,SEE ELEVATION fn- a i EO Lu _. � `...,...12"MIN 1 ,,L^^ LL v T-1 1/8" 3'-2" , 2'-7" 2'-6" 2'7" 2'6" 2'7" 2'8" 2,6" 2'-6" 1,_�" r o RO- RO O RO O— W Z O OW 1 33 = 06 a Z_ TENTANT PROVIED/INSTALLED SHE VING V, _._. W O o ZQ2 J LL p w °° 0 J W 01 o O N (DI— N i W "a 9-101/2 W o Y p Z 0 B N a FLOOR PLAN-DRESSING 5 4 ROOMS A1o1 3/8"=1'-0" m PROJECT#:4201 c DATE:06/18/15 a DRAWN BY:Author SCALE:As indicated N V 1 I 2 I 3 ' 4 I 5 ' 8 I 7 I 8 ( 9 I 10 I 11 A210 a J 1 I 2 I 3 I 4 I 5 I 6 I I 8 I 9 I 10 I 11 ucENseo m ARCHITECT N AR-1532 O 4� N O N �p 4'-0 3/4" 4'-0 3/4" 4'-0 3/4" q/14 1 LYNN S WW DBURY STATE Of IDAND _ PLAN VIEW PLAN VIEW i 1 1 = a I ;; ,� F•-sg� ADJUSTABLE 15" Q O m {j SHELVES,TYP. Q3= BACK ELEVATION SIDE ELEVATION m LL } Q_ME 2-5 1/2" 3'-0" 2'-5112" BACK ELEVATION SIDE ELEVATION It O a U .I @ ,.. 0 �tl 00N� z � FASTEN SHELVING UNITS 24"O.C. METAL STUDS BEHIND W/1 5/8" VERTICAL(MAX)&6 EACH STUD(16"O.C. FLANGE @ i6"O.C.,TYP,TYP., - TYP„24"MAX)W/#8 SELF-TAPPING PAN HEAD SCREWS,1 1/2"LONG FRONT ELEVATION S4 FIXTURE-PREFAB BOOKCASE ao LL 2'-5 1/2" T-0 3/4" 2'-5 1/2" FRONT ELEVATION 1/2"=1'-0" NOTE:PLACE STANDARDS 6"MIN&12"MAX FROM ADJACENT DOOR,WALL,FIXTURE,OR WINDOW,TYP. EO EO EQ r � 5/8"GYP,EA.SIDE 18"SHELVES SUPPORTED BY . II STEEL BRACKET,TYP Y 8"METAL STUDS O w -8 CASH WRAP SURFACE MOUNTED STANDARD,ATTACH 0 O.C. OR DIRECT TO STUDS OR 2'O.C.IN DRYWALL W/1/4" TOGGLE BOLT ORIENT ALL STANDARDS IN THE -y SAME DIRECTION,SEE e MARKINGS/SLOTS ON STANDARDS CLR 6"MIN/12"MAX I� PLAN VIEW PLAN VIEW •I 5. 3 �� S5 FIXTURE-FREESTANDING 4 BOOKCASE Alm 1/2"=1'-0" BACK ELEVATION SIDE ELEVATION BACK ELEVATION ELEVATION NOTE:PLACE STANDARDS 6"MIN&12"MAX FROM ADJACENT DOOR,WALL,FIXTURE,OR WINDOW,TYP. l� r p U co 2'-1 1/8" 4,-6„ Wco b 6 — — EQ EQE 8"METAL STUDS TO 'u^)W — m I••� I••I 5/8"GYP,EA.SIDE z r iv r I; 4 Q SURFACE MOUNTED { 16"SHELVES SUPPORTED BY STEEL BRACKET,TYP /� � ... STANDARD,ATTACH(� r uj �.•. O 4'O.C.TO STUDS OR 2' 3 I, O.C.TO DRYWALL W/ ' Z 14'TOGGLE BOLT i J LL QCN m co I dddttt CN FRONT ELEVATION FRONT ELEVATION 0 3'-0112" 3'-10" 3'-01/2" 3' _ � c 0 0 j rn LU o REVEAL >m � S2 FIXTURE-BUILT-IN m A4 Cl FIXTURE-10'CASH WRAP 2QBOOKCASE m 1/2"=1'-0" A m 1/2"=1'-0" PROJECT 9 14/151 a DRAWN BY:Author SCALE: 1/2'=1'-0" m N /� (U 1 I 2 I 3 ' 4 I 6 I 6 I 7 I 8 9 I 10 I 11 M301 2 J 1 ( 2 I 3 I 4 I 6 I 6 I 7 I 9 I 9 I 10 I 11 AR LICENSED CHITECT Al 1532 u> c0 an 5/8 v/is/1s N LYNN S.WOODBDRY STAiE OF IDANO GYP 2X 2X4 WOOD STUD JAMB,TYP. Z r U o F O h T.O.C.6'-0"TYP. a w Qctw ��o 6 ROUGH OPENING O 0 Alto 1 1/2"=1'_0„ NOTE: LL O a W 1.INSTALL PALLET RACKING PER MGG'S RECOMMENDATIONS 3 g 2.MAX LOAD PER MFG'S SPECIFICATION. O ui J 2 C�H 3���� 4 3X3X1/4 HSS W/3 1/2"X10"X1/4"STEEL QQ. 7 SECTION DETAIL COLUMN BASEPLATE,MOUNT WITH(4)5/8"X3 1/2" aoz 1/2"=1'-0" EXPANSION BOLTS,TYP. LL 8'-O" o STEEL 9 REINFORCEMENT CORNER SALES FLOOR SIDE DRESSING ROOM SIDE 4 a 5/8"TYPE'X'GYP BOARD SHELF COUNT&SPACING PER CO 5/6"PLYWOOD MFG'S RECOMMENDATION a w 5/8"TYPE'X'GYP BOARD y G 4 0 2X4 LIGHT GAUGE METAL FRAMING SECURE STEEL BASE PLATE SLAB W/(2)3/8"DIA.EXPANSION BOLTS C 3X3X1/4 HSS W/3 1/2"X10"X1/4"STEEL BASEPLATE, EACH POST(MIN.2"EMBEDMENT) # I'""'""""N 5/8"X3 1/2"EXPANSION BOLTS,TYP. - 5/8"GYP BOARD METAL CORNER BEAD 10 WALL SECTION 3A 8 STEEL REINFORCEMENT 1 S1 FIXTURE-PALLET RACKING Az1D 1/2"=1'-0" Am1 1 1/2"=1'-0" Atot 1/2"=1'-0" NOTE:USE(42)SCREWS EA.FULL NX8' r NOTES: SLATWALL PANEL,NO FASTENERS TOP OR 1. PLACE STANDARDS 6"MIN&12"MAX FROM ADJACENT DOOR,WALL,FIXTURE,OR WINDOW,TYP. t..) BOTTOM HORIZONTAL SEAMS 2. AT WALL CORNER WHERE BOTH WALLS HAVE STANDARDS,START SPACING ON WALL AT 18"FROM Wc 00 CORNER EDGE. G , 0 O VJ J FASTEN SLATWALL 9"O.C. - '�---- `D` VERTICAL(MAX)&44 EACH STUD r (16"O.C.TYP.,24"MAX)W/#6 PAN SURFACE MOUNTED STANDARD, 4'-0„MAX i6"SHELVES SUPPORTED BY X W HEAD SCREWS,1 12"LONG W/ ATTACH @ 4'O.C.TO STUDS OR - STEEL BRACKET,TYP W ZINC FINISH 2'O.C.TO DRYWALL W/V T T-I yp -I TOGGLE BOLTJ ' METAL STUDS BEHIND W/1 5/8" ORIENT ALL STANDARDS IN THE LL J - FLANGE 16"O.C.,TYP. - SAME DIRECTION,SEE MARKINGS/SLOTS ON STANDARDS O rn c 0 m m 4 c c I at 0 E c 0 4 4) 0 — RECESSED WALL STANDARDS,INSTALL PER a MFG'S RECOMMENDATION W W c PREFABRICATED WALL FRAME,ATTACH TO WALL USING SELF 3 TAPPING 1 12"SCREWS 4'MAX AROUND PERIMETER,2"IN FROM ti OUTS DE EDGE(MIN),ANCHOR TO STUD WALL FRAMING WHERE o POSSIBLE,OTHERWISE UTILIZE 1/4"TOGGLE BOLTS IN DRYWALL 0 N W1 FIXTURE-RECESSED 11 DISPLAY 5 W2 FIXTURE-SLATWALL 2 S3 FIXTURE-WALL STANDARD PROJECT*4201 1/2"=1'-0" Atot 1/2"=1'-0" A1Dt 1/2"=1'-0" DATE:09/15/15 c DRAWN BY:BSA SCALE:As indicated U 1 ( 2 ' 3 I 4 I 5 ( 6 I 7 8 I 9 I 10 I 11 A302