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Home My WebLink About14-2348 14-2360 1957 Fillmore St plans LICENSED AR-I532 ,a•� '+1 I ARCHITECT SHEET INDEX ° aciN�OR a `� # NAME V �F/21/2015 UL [� PETCO LYNNSWOODBURY 1-GENERAL CP' �r 4G000 COVERSHEET 18 ^f5 &TAIE OF ID(iW r-' A G001 GENERAL SYMBOLS AND ABBREV.-� G002 CODE REVIEW,PROJECT KEYNOTE LEGEND 1 G100 OVERALL SITE PLAN G200 WALL&ROOF LEGENDS ''d.+•,. uj, ,re G201 DOOR&FINISH SCHEDULES _3 _ z fn G300 ENLARGED SITE PLANS 8 G400 SITE DETAILS -• - !� r G401 SITE DETAILS 800w _ csj REFERENCE GULTA PROPOSED FD(TUREPLAN Twin ONLY G804 PETCO PROPOSED FIXTURE PLAN u 'r 3-LANDSCAPE ------------------------- — - g H L100 LANDSCAPE NOTES&LEGEND ►►►111 L101 OVERALL SITE PLAN ®LL ¢} I L102 LANDSCAPE PLAN .., L103 LANDSCAPE PLAN I L104 LANDSCAPE PLAN L105 LANDSCAPE PLAN �o L106 LANDSCAPE PLAN U 501 SITE DETAILS I N m ® II L502 ICONCRETE DETAILS _ O O r� g S I L503 LANDSCAPE DETAILS I z M b I L504 I LANDSCAPE DETAILS A O FOUNDA TION I iON PLAN S T 0 N A110 1ST FLOOR RCP 2 ' � 2 A120 ROOF PLAN 2 A200 BUILDING ELEVATIONS 5 a A201 BUILDING ELEVATIONS 3 s ®. , ;I� ,f ,f ,� ,f �` / / r - -� A210 STOREFRONT ELEVATIONS 5 t A211 STOREFRONT ELEVATIONS A300 BUILDING SECTIONS 2 A301 BUILDING SECTIONS �\ \� A310 WALL SECTION6 2 ;'a J ! d h r J p� A311 WALL SECTIONS A31 WALL SECTIONS 2 rn N N A313 WALL SECTIONS 8 W o ro o O \ / _ A314 WALL SECTIONS 2 LV A400 ENLARGED PLAN VIEWS 5 p 03 -� A401 ENLARGED PLAN VIEWS 2 M a a A500 DETAILS 2 ._._........___._. A501 DETAILS 2 H A50 DETAILS ZO A503 DETAILS 2 A504 DETAILS 2 ZO W Z W A505 DETAILS 2 A506 DETAILS 2 a 0 0 K a A507 DETAILS 2 0: F N O } F� 8-STRUCTURAL W O � 0 .SN-1 STRUCTURAL NOTES Z Z Z a j S-1 FOUNDATION PLAN 2 O - W O a5 O _ - S-1.1 FOUNDATION DETAILS (1) O H N H W Q 5-1.2 FOUNDATION DETAILS LU a O S-2 STEEL FRAME ELEVATIONS&DETAILS 0: 0 ZO e,(If- S-3 ROOF FRAMING PLAN 2 1 0 00 Z 0 W-a,O 8-3.1 BUILDING DETAILS ik LU 5-32 BUILDING DETAILS V W a'Q O S4 WALL SECTIONS a a ax a m U 8-MECHANICAL UD o0 rMECHANICAL LEG ENDS AND SCHEDULES 2 HVAC ROOF PLAN 3 M201 I MECHANICAL SPECIFICATION M301 I MECHANICAL COMCHECK Tt 9-PLUMBING L:_ 1 "- P 1 PLUM ING LEGENDS AND SCHEDULES 0B _ 1 P101 1ST FLOOR PLUMBING_P_LAN �2 / IP200ROOF PLUMBING PLAN 12 Q 1L n �L 10-ELECTRICAL E10 itLECTRICAL PANEL SCHEDULES 2 E200 ELECTRICAL 2 8 O aw > w m DEFERRED SUBMITTALS ITEMS REQUIRING SUBMITTAL AND/OR SHOP DRAWINGS TO BE APPROVED BEFORE WORK IS TO SITE VICINITY MAP V) w U)l START.WORK PERFORMED WITHOUT APPROVAL IS AT THE RISK OF THE CONTRACTOR(S)AND ITEMS REQUIRING SUBMITTAL ANDI OR SHOP DRAWINGS TO BE APPROVED BEFORE WORK IS TO WILL BE ASKED TO REMOVE AND REPLACE WITH APPROVED SUBMITTALS AND/OR SHOP J w START.WORK PERFORMED WITHOUT APPROVAL IS AT THE RISK OF THE CONTRACTOR(S)AND WILL DRAWINGS AT THE COMPLETE DISCRETION OF THE OWNER/ILL AT NO COST TO THE OWNER OR _ BE ASKED TO REMOVE AND REPLACE WITH APPROVED SUBMITTALS AND/OR SHOP DRAWINGS AT PROJECT.CONTRACTOR/SUB CONTRACTOR MUST HAVE PREAPPROVAL WHEN EQUAL OR SIMILAR - `= - THE COMPLETE DISCRETION OF THE OWNER/LL AT NO COST TO THE OWNER OR PROJECT. MATERIALS AND/OR PRODUCTS ARE USED FOR BIDDING AND ORDERING PURPOSES THAT ARE ARCHITECT = _ W CONTRACTOR/SUB CONTRACTOR MUST HAVE PREAPPROVAL WHEN EQUAL OR SIMILAR MATERIALS DIFFERENT FROM WHAT IS ON THE BUILDING DOCUMENTS. ULTA St PETCO L ' / 7 - 1 O z AND/OR PRODUCTS ARE USED FOR BIDDING AND ORDERING PURPOSES THAT ARE DIFFERENT FROM WOODBU RY CORPORATION WHAT IS ON THE BUILDING DOCUMENTS. ITEM SHOP DRAWINGS SUBMITTAL 2733 EAST PARLEY'S WAY, SUITE 300 (� m ITEM SHOP DRAWINGS SUBMITTAL ROOF MEMBRANE x SALT LAKE CITY, UTAH 84109 AWNINGS X X PAINT x PHONE: (801)485-7770 a' LIGHTING CONTACT: DUSTIN GLAZIER V - ROOF JOIST&TRUSSES X X x LYNN WOODBURY FIRE SPRINKLER SYSTEM X X DOORS&FRAMES X o FIRE ALARM SYSTEM X X ROOF LADDERS X X �✓� " STRUCTURAL STEEL X X METAL RAILINGS X X STRUCTURAL w•. f x%( EHM ENGINEERS DUMPSTER ENCLOSURE GATES X X 621 NORTH COLLEGE ROAD-SUITE 100 + FLASHING COLOR&GAUGE x TWIN FALLS, IDAHO 83301 " STANDING METAL SEAM x PHONE: (208)734-4888 LOADING DOCK LEVELER x CONTACT: GERALD MARTENS o� LOADING DOCK SEAL&SHELTER X MECHANICAL y INTERIOR STAIR&LANDING FINISH(SEE FINISH SCHEDULE) X -- + CTA GROUP as SEALANT X 8000 WEST MAIN STREET, SUITE 800 - 0 STOREFRONTS X X BOISE, IDAHO 83702 - ROOF HATCH x PHONE: (208)336-4900 METHOD OF CONSTRUCTION OF ARCHITECTURAL WALLS X CONTACT: SPENCER SHEPARD w HOSE BIB x Project number 99ELECTRICAL x FLOOR FINISHES(SEE FINISH SCHEDULE) X Date CTA GROUP Drawn by D 4/21/2015 a 0 WALLFINISHES(SEEFINISHSCHEDULE) x 8000 WEST MAIN STREET, SUITE 800 Checkedby CHECKE Builc ing Plans have CEILING FINISHES(SEE FINISH SCHEDULE) X BOISE, IDAHO 83702 been revs med and approved �± U BLDGTOBLDGVERT JOINT FLASHING(EXPAND-O-GARD) x PHONE: (208) 336-4900 r V000 ' structi0n Subject CONTACT: TYLER VICTORINO Field inspection Printed 4/21/2015 I. e--1—o{ 8:43:35 AM Scale As indicated -_--- Date - 1 2 3 4 5 6 7 8 9 �-"�z?T �., 11n/2014 GENERAL NOTES: DRAWING SYMBOL LEGEND ARCHITECTURAL LIST OF LYNN&WJODBUU STATE OF IDAHO ABBREVIATIONS 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL CODE REQUIREMENTS,AND THE LOCAL JURISDICTION DESIGN AND CONSTRUCTION STANDARDS.FOR AREAS NOT 2 A100— - ELEVATION REFERENCE COVERED BY PUBLISHED PROJECT SPECIFICATIONS OR THE LOCAL JURISDICTION STANDARDS AND SPECIFICATIONS DRAWING.THE WORK SHALL ALSO COMPLY WITH SHEET NUMBER z LL THE PROJECT PLANS,PROJECT SPECIFICATIONS,AND PROJECT GEOTECHNICAL �/DETAIL NUMBER AB ANCHOR BOLT LAM LAMINATE 0 ENGINEERING REPORT,WHICHEVER IS THE MOST STRINGENT.CONTRACTOR SHALL 3 ACOUSACOUSTICAL LAV LAVATORY REQUEST ADDITIONAL CLARIFICATION INFORMATION FROM ARCHITECT. 1- DETAIL REFERENCE A/C AIR CONDITIONING LT LIGHT a 2.ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DETAIL NUMBER ALUM ALUMINUM w o A100_ SHEET NUMBER ANOD ANODIZED MH MAN HOLE Q OWNER AND THE LOCAL AUTHORITY HAVING JURISDICTION.THE OWNER AND THE �� ARCH ARCHITECT MATL MATERIAL LOCAL AUTHORITY HAVING JURISDICTION RESERVE THE RIGHT TO ACCEPT OR REJECT ASPH ASPHALT MFR MANUFACTURER g ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS Q ¢ WALL SECTION REFERENCE @ AT MAX MAXIMUM STANDARDS AND SPECIFICATIONS. o 1 DETAIL NUMBER MECH MECHANICAL 0 a N F 3.THE CONTRACTOR SHALL NOTIFY THE LOCAL AUTHORITY HAVING JURISDICTION SHEET NUMBER BD BOARD MTL METALA100 BLKG BLOCKING MEZZ MEZZANINE 00— n INSPECTION SECTION,A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR BLDG BUILDING MIN MINIMUM o o TO STARTING CONSTRUCTION. BM BEAM MTD MOUNTED O u P BUILDING SECTION REFERENCE DETAIL NUMBER BOT BOTTOM MULL MULLION Q ^ 5 v 4.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR BRK BRICK " ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE 1 SHEET NUMBER ry N NG NATURAL GRADE RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, (� MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED ON AS A100 CI CAST IRON NOM NOMINAL BEING EXACT OR COMPLETE.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND ROOM DESIGNATION(FLOOR PLAN) CB CATCH BASIN NIC NOT IN CONTRACT II C PROTECTING ALL UTILITIES. ROOM NAME ROOM NAME E CEILING NO# NUMBER ' CEM CEMENT NTS NOT TO SCALE 000 ROOM NUMBER CL CENTER LINE 5.CONTRACTOR SHALL BE RESPONSIBLE FOR: 150 SF ROOM AREA(SQUARE FEET) CHNL CHANNEL OBS OBSCURE — A)OBTAINING ALL PERMITS AND LICENSES. CLF CHAIN LINK FENCE OC ON CENTER B)PREPARING A TRAFFIC CONTROL PLAN,PROVIDING ALL TRAFFIC DEVICES AS MAY BE ROOM DESIGNATION(REFLECTED CEILING PLAN) CT CERAMIC TILE OPNG OPENING _ uJ REQUIRED BY THE WORK. 100 ROOM NUMBER CLR CLEAR OPP OPPOSITE C)COORDINATING WITH ALL UTILITY COMPANIES INVOLVED WITH REGARD TO II CEILING TYPE CO CLEAN OUT CAL OVERALL LENGTH ,t LOCATION,RELOCATION'S OR ADJUSTMENTS OF EXISTING UTILITIES DURING �w 10'0,, CEILING HEIGHT ABOVE FINISH FLOOR COL COLUMN OD OUTSIDE DIAMETER CONSTRUCTION TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION CONC CONCRETE OFD OVERFLOW DRAIN 1 AND WITH NO DISRUPTION OF SERVICE. ryn a CONST CONSTRUCTION OFCI OWNER FURNISHED CONTR INSTALLED D ALL PROJECT SAFETY INCLUDING BUT NOT LIMITED TO,TRENCH EXCAVATION AND SHORING,TRAFFIC CONTROL,AND SECURITY. ELEVATION SYMBOL CONTRCONTRACTOR OS OFFSETr r NAME CJ CONTROL JOINT E)OBTAINING TEMPORARY POWER AND WATER TO THE SITE. ELEVATION DESCRIPTION CONT CONTINUOUS PR PAIR x "t" F)PAYING ALL FEES EXCLUDING CONNECTION FEES AND CITY DEVELOPMENT FEES. ELEVATI��—ELEVATION ABOVE DATUM CTR CENTER PTN PARTITION , # Q G)OBTAINING NECESSARY PERMISSION FROM THE LOCAL AUTHORITY HAVING CMU CONC MASONRY UNIT d PENNY(NAIL SIZE) JURISDICTION DEPARTMENT OF TRANSPORTATION FOR ALL WORK IN AND ADJACENT PERP PERPENDICULAR P . TO THE PUBLIC RIGHT OF WAY. KEYED NOTE DESIGNATION DB DECIBEL PLAST PLASTER w H)SETTING ALL MANHOLE COVERS,INLET GRATES,WATER VALVES,CLEAN OUTS,FIRE 00 00 00 KEY NOTE NUMBER DEG DEGREE PL PLATE HYDRANTS AND OTHER ACCESS COVERS TO FINISHED PAVEMENT SURFACE OR /� DET DETAIL PLI PLIES FINISHED GRADE. 1)RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE DIM DIAMETER PLAM PLASTIC LAMINATE — CONSTRUCTION SITE AND SUBMITTED TO ARCHITECT FOLLOWING CONSTRUCTION. DOOR DESIGNATION DIM DIMENSION PLMB PLUMBING DIN DOWN PLYWD PLYWOOD / J)REFERRING TO AND MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT DOOR NUMBER DS DOWNSPOUT PT POINT K)KEEPING ADJACENT STREETS FREE AND CLEAN OF ALL DEBRIS AND DIRT FROM THE DWG DRAWING LBS POUNDS JOB SITE.CONTRACTOR MUST SWEEP STREETS AS NEEDED AND UPON OWNER/ PSI LBS PER SQUARE IN r' LOCAL AUTHORITY HAVING JURISDICTION REQUEST. REVISION DESIGNATION EA EACH PSF LBS PER SQUARE FT L)REFERRING TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION,AND DIMENSIONS ELEC ELECTRIC PVC POLYVINYL CHLORIDE OF BUILDING EXITS,RAMPS,TRUCK DOORS,AND UTILITIES ENTRANCE LOCATIONS. REVISION NUMBER — M)VERIFYING ELEVATION AND HORIZONTAL LOCATION OF ALL UTILITY POINTS OF ELEV ELEVATION EQ EQUAL QT QUARRY TILE CONNECTION PRIOR TO ANY UTILITY INSTALLATION. N)ENSURING THAT ALL SITE CONCRETE AND ASPHALT SECTIONS SHALL BE IN ROOF DESIGNATION EQUIP EQUIPMENT EXH EXHAUST RAID RADIUS ACCORDANCE WITH THE GEOTECHNICAL REPORT.HEAVY DUTY CONCRETE SHALL BE R1 ROOF NUMBER EXP EXPANSION REF REFRIGERATOR PLACED WHERE SHOWN ON PLANS. EJ EXPANSION JOINT REQ'D REQUIRED a / 6.IF,DURING THE CONSTRUCTION PROCESS,CONDITIONS ARE ENCOUNTERED WHICH FINISH SCHEDULE MATERIAL DESIGNATION EXIST EXISTING REV REVISION EXT EXTERIOR RF ROOF INDICATE AN UNIDENTIFIED SITUATION IS PRESENT,THE CONTRACTOR SHALL XX-1 MATERIAL NUMBER EIFS EXT INSUL FIN SYSTEM R RISER CONTACT THE ARCHITECT IMMEDIATELY. m„^ RD ROOF DRAIN i T 7.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY FT FEET RM ROOM FIN FINISH ROW RIGHT OF WAY DRAWING.IF PERTINENT DIMENSIONS ARE NOT SHOWN,CONTACT THE ARCHITECT FOR CLARIFICATION. FG FINISH GRADE FIXT FIXTURE SCHED SCHEDULEFLR 8.IN GENERAL,THE LIMITS OF CONSTRUCTION INCLUDE ALL FACILITIES SHOWN AS FLOOR SECT SECTION ED PROPOSED ON THE BUILDING AND SITE PLANS.IN ADDITION,ALL ADJACENT PUBLIC FLOOR DRAIN SET SELECT y FEC FIRE EXTING CAB SHT SHEET IMPROVEMENTS AND PRIVATE IMPROVEMENTS MUST BE REPAIRED,RESTORED,OR COMPLETED TO A FINAL CONDITION.THE CONTRACTOR IS RESPONSIBLE FOR + FS FLOOR SINK SIM SIMILAR IDENTIFYING PRIOR TO BID ANY ITEMS ON THE SITE,AND CONNECTING PARCELS,THAT �+ �+ END FOUNDATION SS STAINLESS GENERAL CONSTRUCTION NOTES: FLUOR FLUORESCENT SLDG SLIDING' WILL REQUIRE REPAIR,REMOVAL,RESTORATION,OR WORK OF ANY KIND TO f+ w COMPLETE THE PROPOSED CONSTRUCTION.THESE ITEMS SHALL BE INCLUDED IN THE FOS FACE OF STUD SPEC SPECIFI , CONTRACTOR'S BASIC BID. FTG FOOTING SQ SQUARE FUR FURRING STD STANDARD STEEL 9.ALL AREAS NOT DEVOTED TO BUILDING AREAS,FUTURE BUILDING AREA,PARKING, 1.CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE,AND/OR FEDERAL LAWS PERTAINING TO FV FIELD VERIFY STSTL STRUCTURAL > ACCESS DRIVES,WALKS,STORAGE OR ACCESSORY USES SHALL BE LANDSCAPED. THE PROJECT'S WORK. GA GAUGE SUSP SUSPENDED Lu CONSULT OWNERS REPRESENTATIVE OR LANDSCAPE DESIGNER FOR ANY LANDSCAPE GALV GALVANIZED V AREAS NOT PROPERLY REPRESENTED IN THE CONSTRUCTION DOCUMENTS. 2.THE CONTRACTOR SHALL EXAMINE THE SITE AND FULLY DETERMINE THE CONDITIONS GC GENERAL CONTR TEL TELEPHONE UNDER THIS CONTRACT. NO ALLOWANCE WILL BE MADE FOR FAILURE OF BIDDERS TO GI GALVANIZED IRON THK THICK 10.CONTRACTOR SHALL REPAIR,ADJUST,REMOVE OR RELOCATE ALL EXISTING SIGNS, ASCERTAIN ALL ASPECTS OF THE PROJECT. PRIOR TO DIGGING,EXCAVATION,OR GL GLASS, T&G TONGUE&GROVE STRUCTURES,UTILITIES AND LANDSCAPE AS NECESSARY TO COMPLETE PROJECT. UNDERGROUND WORK,CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND GFRC GL FIBER REINF CONC TBC TOP,BACK OF CURB COORDINATE WITH OWNERS REPRESENTATIVE,APPLICABLE AGENCIES,UTILITIES AS SUBSURFACE SYSTEMS. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIR AND GFRG GL FIBER REINF GYP TOF TOP OF FOOTING O NECESSARY PRIOR TO ANY DEMOLITION.PROVIDE SLEEVING FOR ALL EXISTING EXPENSES INCURRED TO UTILITIES THAT BECOME DAMAGED AS A RESULT OF HIS WORK. GIRD GRADE TOW TOP OF WALL UTILITIES AS REQUIRED BELOW ALL PROPOSED ENTRANCES AND WALKS. GRND GROUND T TREAD 3.ALL HARDSCAPE SHALL BE INSPECTED DURING FINAL INSPECTION. ANY DAMAGED AREAS � � Q 11.SUBMIT TEST REPORTS OR CERTIFICATES TO OWNER ON ALL MATERIALS TESTING SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. GYP BDGYPSUM BOARD TYP TYPICAL QTOM TOP OF MASONRY AND COMPACTION SPECIFICATIONS REQUIREMENTS. HDR HEADER TOC TOP OF CONCRETE W Z > _ 4.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE QUANTITIES AND HDW HARDWARE a. J Q 12.MATERIALS AND INSTALLED WORK SHALL REQUIRE TESTING.PROJECT MANAGER MATERIALS REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE PLANS. H SHALL INSTRUCT CONTRACTOR WITH RESPECT TO THE QUANTITY TYPE AND ; GT HARDWOOD LINO UNLESS NOTED OTHERWISE co 0 FREQUENCY OF TESTS TO BE MADE ON PRODUCTS PRIOR TO PLACEMENT.OWNER 5.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GRADES AS ESTABLISHED BY THE H HEIGHT URINAL 06 SHALL PAY THE COST OF INITIAL INSPECTIONS,NORMAL CYLINDER TESTS,ETC.IF ANY PROJECT ENGINEER. RUNOFF AND DRAINAGE FLOWS SHALL NOT BE ALTERED OR IMPEDED. HIM HOLLOW METAL UR HORIZ HORIZONTAL VERTICAL J W (f) TEST RESULT FAILS TO MEET SPECIFICATIONS,RE-TESTING OR SUPPLEMENTAL TESTS HB HOSE BIB VERT VERTICAL GRAIN LQL J WILL BE REQUIRED.SUCH TESTS,INCLUDING RE-TESTING OF REJECTED MATERIALS 6.THE CONTRACTOR SHALL FURNISH ALL LABOR,TOOLS,EQUIPMENT,MATERIALS, EMPLOYEE HW HOT WATER VG VESTIBULE r O J FOR INSTALLED WORK SHALL BE DONE AT CONTRACTORS EXPENSE. AND SUBCONTRACTOR SUPERVISION FOR ITS PORTION OF THE PROJECT TO IMPLEMENT coVEST VINYL COMPOSITION TILE Q PLANS AND SPECIFICATIONS. IN INCH VCT VENEER J c�c J LL 13.LOCATE AND INSTALL CONSTRUCTION JOINTS AS INDICATED OR IF NOT INDICATED, 7.THE CONTRACTOR ASSUMES ALL RISKS IN THE PER OF THE WORK AND IN ID INSIDE DIAMETER VNR G W LOCATE SO AS NOT TO IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE,AS SUL INSULATION WATER CLOSET ACCEPTABLE TO ARCHITECT. RESPONSIBILITY FOR LOSS AND EXPENSE RESULTING FROM ON-SITE INJURY. z INT INTERIOR WC WATER HEATER � J 14.APPLY A NON-SLIP BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS,STEPS, 8.THE CONTRACTOR IS RESPONSIBLE FOR SUPERVISION,SAFETY,ADMINISTRATION, ITV INVERT WH WEATHER PROOF m RAMPS,CURBING,AND ELSEWHERE AS INDICATED. SCHEDULING,COORDINATION AND MANAGEMENT OF SUBCONTRACTORS. ITC IN THE CLEAR WP WIDE FLANGE WF WOMEN'S LV J 15.CRACKING,SHIFTING OR DAMAGED CONCRETE SHALL BE REPLACED AT 9.THE CONTRACTOR SHALL PROTECT ALL PERSONS NEAR OR ON THE PREMISES FROM JAN JANITOR WMN'S WITH CONTRACTORS EXPENSE PRIOR TO ACCEPTANCE OF WORK. UNREASONABLE RISK OF INJURY PROVIDE WARNING SIGNS,LIGHTS,BARRICADES, RAILINGS, JST JOIST W WITH OUT FLAGMEN OR OTHER NECESSARY SAFEGUARD JT JOINT W/O WOOD WD WINDOW 16. CONTRACTOR SHALL PROVIDE ALL GUARANTEES IN WRITING AND WORDED AS =' Ill APPROVED BY OWNERS REPRESENTATIVE AND ARCHITECT PRIOR TO COMMENCING 10.WHERE TWO OR MORE REQUIREMENTS CREATE OVERLAPPING CONDITIONS,CONFLICTING WDW WATER RESISTANT WORK. MINIMUMS OR LEVELS OF QUALITY,ALL OR THE MORE STRINGENT REQUIREMENTS OR THE WR WELDED WIRE FABRIC HIGHER QUALITY LEVEL IS INTENDED,AND SHALL BE ENFORCED. CONFLICTING WWF W 17.DUST,MUD AND EROSION SHALL BE CONTROLLED BY WHATEVER MEANS REQUIREMENTS SHALL BE REARED TO THE ARCHITECT OR OWNER'S REPRESENTATIVE A NECESSARY,AND THE ROADWAY SHALL BE KEPT FREE OF MUD AND DEBRIS,AT ALL WHOSE INTERPRETATION WILL BE FINAL. V TIMES. 11.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE MOST CURRENT 18.CONTRACTOR SHALL REPLACE ANY EXISTING SIDEWALK OR CURB&GUTTER ALONG PLANS&SPECIFICATIONS ARE USED&CONVEYED TO ALL SUB-CONTRACTORS AS APPLICABLE. THE FRONTAGE OF THIS PROJECT THAT IS DAMAGED BY CONTRACTOR,AS DIRECTED BY THE ARCHITECT AND LOCAL AUTHORITY HAVING JURISDICTION. 3 19.ALL PUBLIC IMPROVEMENTS WITHIN THE LOCAL AUTHORITY HAVING JURISDICTION n SHALL BE CONSTRUCTED ACCORDING TO THEIR STANDARD SPECIFICATIONS AND o DETAILS FOR MUNICIPAL CONSTRUCTION(LATEST EDITION). U a 5 aProject number 9903 Z Date 11/7/2014 0 i Drawn by DLG U Checked by CHECKER v G001 3° Printed 11/6/2014 1 2 3 4 5 6 7 8 g 5:02:35 PM scale 3"=1'-0" 1 2 3 4 5 6 7 g 9 LICENSED v ARCHITECT r CAR-1532 1 2 3 4 5 CODE ANALYSIS PROJECT REFERENCE KEYNOTES d # DESCRIPTION 11/7/2014 LYNN B MODBURY STATE OF IDAHO 03 21 C 94 CONCRETE REINFORCEMENT BARS 30'BUILDING CLEARANCE APPLICABLE CODES 033000 CAST-IN-PLACE CONCRETE I I1 Year Year 033300 ARCHITECTURAL CONCRETE 03 33 AG 8"THICK ARCHITECTURAL SMOOTH CONCRETE WALL International Building Code 2012 National Electrical Code 9AM-Zt1 03 48 E PRECAST CONCRETE WALL CAP nternational Mechanical Code ZAMZy Ay Uniform Code for 04 05 A 1"AIR SPACE Idaho State Plumbing Code - Building Conservation N/A 04 051 12"AIR SPACE Z I „u nternational Fire Code .29" ADA Accessibility 1D ICC/ 0405J AIRSPACE Q International Energy Guildelines 04 05 K CAVITY MORTAR NET W/WEEP HOLES ANSI A117.7 Conservation Code 2009 ADA/ABA 042100 BRICK MASONRY M 0 0 0 o _ 04211 BRICK MASONRY-EMPEROR•4X4X18 04 22 A STANDARD CMU 0422 AS STANDAROCMU-8X8XIS Q w 14-4" 0422E SPLIT-FACE CMU � A. Occupancy and Group: _W 0422 Be SPLIT-FACECMU-BX8X16 05 05 F QLL �— — — — Ye Change in Use:Yes No X Mixed Occupancy: N 05112 A STEEL COLUMN(SEE STRUCTURAL) 0 C; % a M Special Use and Occupancy(e.g.High Rise,Covered Mall): none* 0512 D STEEL'C"CHANNEL SEE STRUCTURAL(SEE STRUCTURAL/DETAILS) ^ S O X 0612 H L-ANGLE(SEE STRUCTURAU DETAILS) - o O ... 0 10� 74-8 05121 TUBE STEEL(SEE STRUCTURAU DETAILS) O d U ? __� B. Seismic Design Category: SEE STRUCT. Design Wind Speed: SEE STRUCT. mph os 12 J WADE FLANGE BEAM(SEE STRUCTURAL) ; y H LEASE AREAS 0512 M GALVANIZED L-ANGLE(SEE STRUCTURAL) d g o — ; � C. TypeoQfjon Per Table 601(circle one): os 12 N STEEL PIPE(SEE STRUCTURAL/DETAILS) 00 zo NAME AREA 0612 X STRUCTURAL STEEL BRACING;SEE STRUCTURAL !1 n `��1�� — J I I II II III III IV Y 05 20 A STEEL JOIST FRAMING(SEE STRUCTURAL) V 7TEXIT TRAVEL DISTANCE PETCO 12,323SF A B A B A B HT A 05 20 STEEL GIRDER TRUSS(SEE STRUCTURAL) ULTA 10,000 SF OS 30 00 METAL DECKING(SEE STRUCTURAL/DETAILS) I G2nd total:2 22,323 SF D. Fire Resistance Rating Requirements for the Exterior Walls based on the fire 0541 AB 3-518"STRUCTURAL METAL STUD FRAMING ' I separation distance(in hours): 0541 AD 5"STRUCTURAL Mgl&STUD FRAMING V. \ North: 0 South: 0 East: 0 West:0 05 52 AS 2"PIPE RAILI F \ SYMBOL LEGEND 06058 ANCHOR BO' N PLACE) f OB 05 L SLOTTED BEAR11,FGPLATE WASHER(SEE STRUCTURAL FOR SIZE) — w �`� PROVIDE 10LBS"ABC" E. Mixed Occupancies: NO Nonseparated Uses: M 00 06 F SIMPSON L-ATTACHMENT LIP(SEE STRUCTURAL) I `y c \ FIRE EXTINGUISHER 06 10 B 2X CUT TO FIT WOOD FRAMING(SEE DETAILS) ' I DURING CONSTRUCTION F: Sprinklers: 0511 A 2X4 WOOD STUDS p� -A\ WHERE SHOWN AND V&T oe 12 cA 1/4"WINDOW SHIM ♦3� �y\ UNTIL PERMANENT FIRE Required: YES Provided: YES Type of Sprinkler System: B 1/2"OSB — — �`92— — m� — — — — — — — EXTINGUISHERS ARE c, 5/8'ose �o r\ INSTALLED G: Number of Stories: 1 Building Height: 36' oo 3/4"036 O\ 711 D - 2"PERIMETE GID INSULATION % Nam\ _ H. Actual Area per Floor(square feet): 71a oo FLUID APPLIE_, TERPROOFING 72188 9 E Main floor-Ulta: 10,000 sq ft Iti 7 & - _ 0 EPS FOAM BOAR INSULATION-2"(R-8) Main floor-Petco: 12,323 sq ft t`t'�3LD� 0721 FC R 19 IATT NSULATIONSULATION L THICKNESS) NOTE: 0721 GP R-32 INSULATION VALUE ` Total sq ft: 22,323 sq ft 0721 HR R-32 BLOW-IN INSULATION MAX TRAVEL DISTANCE=250' 0721 JN TAPPERED ROOF INSULATON W/1"MIN.THICKNESS Z PETCO 0724E EIFS-2"THICK — `� 10000SF 12,323SF I: Tabular Area: 9000SF 07 24 G EIFS-CUSTOM SHAPE/THICKNESS(SEE DETAILS) N 07 24 H SIPS STARTER TRACK W/WEEP HOLES kP, 07 27 A MODIFIED BITUMINOUS SHEET AIR BARRIERS J: Area Modifications: -� 0745A METAL STANDING EAM ROOFING SYSTEM Are (Allowable area per story(SQ FT))= See b. 0745 AA BERRIDGE TEE-PANEL SYSTEM OR APPROVED EQ. At (Tabular area per story in accordance with 07 50 00 MEMBRANE ROOFIN Q table 503(SO FT))= 9,000 07 55 G FULLY ADHERED SING BRANE Z /��.�� • L If (Area increase factor due to frontage as caculated 0765 H SINGLE PLY ROOF MEM 10 in accordance with section 506.2)= 39 07 55 J MECHANICALLY FASTENEUZUaRFAT WELDED AT SEAMS ROOFING MEMBRANE 1O IS », i- 07 63 A CONT.PARAPET CAP CLIP Lj1 (Area increase factor due to sprinkler protection o763 B PARAPET CAP FLASHING Q �`/S as calculate in(� accordance With sictlon 506.3)= 2 0763 GA _ 20GA.ALUMINUM FLASHING ANODIZED 1 SIDE I` 2 ""' 0771 D_ MANUFACTURED GUTTERS AND DOWNSPOUTS 9 20 F (Building perimeter that fronts On a public way 07 71 MAIN AND SECONDARY ROOF DRAINS W/TOP CAGE FILTER CT ``�. __ ;Or7�pen Space haVBing 20 Feet Open ' 07 71 L SECONDARY EXTERIOR BRASS DOWNSPOUT NOZZLE Z-0"AFF UNO(SEE MECHANICAU DETAILS FOR SIZING) minimum width feet))= 411'5 4&& 07 91 C ACKER RODS - 07 92 OO_ SEALANT o P (Perimeter of entire building feet 643'S ,. y " 07 92 A MASTIC BEDDING coW nMtki Of ub�lic way or Dean s ace Be 1 07 82 B CONTINUOUS SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS ELASTOMERIC;SUBMITTAL REQUIRED ccor ante w1En section 5015.2. 30 07 92 J CONTINUOUS SANDED SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS ELASTOMERIC;SUBMITTAL REQUIRED B — — — — B 0811 A HOLLOW METAL DOORS AND FRAMES 08 33 CA MOTORIZED OVERHEAD COILING DOOR r I o a) - .25 VV/30 0843 00 STOREFRONTS A t---_ - A t S 08 46 AA BRAKE METAL,COLOR TO MATCH MULLIONS b) Total Allowable Area for: O8 81 BA V CLEAR INSULATED GLASS u� y J `' 08 81 OB 1"CLEAR INSULATING TEMPERED GLASS U 30'-0"CLEAR 1) One Story: +30 510 SF clue area +22,323 SF 09 21 AS GYPSUM BOARD METAL CORNER BEAD 09 22 AA 3.5/8"NON-STRUCTURAL METAL STUD FRAMING LLl To 30,510 SF c uaI area o 22,323 SF 0922 AC 8"NONSTRUCTURAL METAL STUD FRAMING Q 4 0922 AP 8"METAL C-CHANNEL TRACK 09 22 AU 1W NON-STRUCTURAL METAL STUD FRAMING " --•` 09 29 AA 5/8"TYPE'X'GYP BOARD Z c) .Sum of the a 10 a cu atlons Or IXe ccupancies: 0929 AS FUTURE 5/8"TYPE W GYP BOARD Ww 10 14 00 SIGNAGE(BY OTHERS) V Actual Area 3— s 30'BUILDINGCLEARANCE _ q = .73 1073A FABRIC"WNINGSOOF CESSHATCH(SEESPECS) Allowable Area = 30,510 sq ft 10 73 A FABRIC AWNINGS - 10 73 D METAL AWNINGS LU 10 73 DA METAL AWNING COVERING(SEE SPECS) J U 1 2 3 q d) Unlimited Area Building: Yes NO X Code Section: N/A 10 74 B FLOOR AND WALL MOUNTED ROOF LADDER(SEE DETAILS 8 sPECS FOR HEIGHTS/SIZES) 11 01 C I LOADING DOCK SEAL AND SHELTER(SEE SPEC/DETAILS) K. Fire Resistance Rating Requirements for Building Elements(hours). 22 03 CA EXTERIOR NO FREEZE HOSE BIB WITH LOCKING CABINET;SET 2'-0"A.F.F.U.N.O. LU 22 03 DA LOADING DOCK TRENCH DRAIN;SEE CIVIL Assemblyemen ours Listing Assembly 23 70 A RTU(ROOF TOP UNIT)(SEE MECHANICAL PLANS) CODE REVIEW&EXIT PATH Listing O O Element Hours Elt H 26 56 00 EXTERIOR LIGHTING(SEE SPEC/ELECTRICAL) C1 FLOOR PLAN Exterior Bearing Walls 0 N/A Floors-Ceiling Floors 0 N/A 28 58 J EXTERIOR WALL PACK 31 N CC COMPACTED GRANULAR BASE ! , z 1/16"=V-0" Interior Bearing Walls 0 N/A Roofs-Ceiling Roofs 0 N/A �,J Exterior Non-Bearing Walls 0 N/A Exterior Doors and Windows 0 N/A 32 OB AP 6"DIAMETER STEEL TUBE FILLED WITH CONCRETE BOLLARD;PLASTIC COVER;SEE FINISH SCHEDULE IJ O Structural Frame 0 N/A Shaft Enclosures 0 N/A 3212 A ASPHALT PAVING T Partitions-Permanent 0 N/A Fire Walls 0 N/A 33 50 AS NATURAL-GAS METERING W Uj > Fire Barriers N/AFire Partitions 0 N/A 1.1. Y m QQ Smoke Partitions 0 N/A LL _ r L. Design Occupant Load: U)Q U W (n Main floor-Ulta: 10,000 sq ft/30=834 occupants 7 Y J w Main floor-Petco: 12,323 sq ft/30=411 occupants �Olt\ Total=745 occupants J LQL O J Lli Exit Width Required: Exit Width Provided: Main floor-Ulta: 334".15=50.1" Main floor-Ulta: 170" Main floor-Petco: 411-.15=61.65" Main floor-Petco: 140" Q ZO Q�(�. � C9 t y� �. pr 5� m m M. Minimum Number of Required Plumbing Facilities: N/A-GREY SHELL ONLY a) Water Closets-Required(m) N/A(f) N/A Provided(m) N/A (f) N/A \ W b) Lavatories - Required(m) N/A(f) N/A Provided(m) N/A(f) N/A 3� u v�v�� rf SMcDJ\ c) Bath Tubs or Showers: N/A d) Drinking Fountains: N/A Service Sinks: N/A W "Occupancy to be determined as part of interior finish construction documents to be submitted and constructed by separate building permit application. W 0 O L) 0 m w 3 a 03- Project number 99 Y a z0 Date z Drawn by DLG Checked by Checker M sG002 3 Printed 11/6/2014 502:40 PM 1 2 3 4 5 6 7 8 9 Beale As indicated 1 2 3 4 5 6 7 g 9 LICENSED ARCHIECT a AR-1532 N ROOF LEGEND SHEET REFERENCE KEYNOTES # DESCRIPTION 4/27 20 5 LYNN S.Yvg0O8V0.Y MECHANICALLY FASTENED AND HEAT WELDED AT 03300o CAST-IN-PLACE CONCRETE STATE OF IM SEAMS ROOFING MEMBRANE 033300 ARCHITECTURAL CONCRETE ..-,... - ::.. .., ..-. 5/8"OSB 04 05 1 1/2"AIR SPACE A 04 21 J BRICK MASONRY-EMPEROR-4X4Xi6 R I 04 22 AB STANDARD CMU-SX8X16 LL 0422 BB SPLIT-FACE CMU-8XBX16 >=z rq 05 30 00 METAL DECKING(SEE STRUCTURAU DETAILS) c~i 05 41 AB 3-5/8"STRUCTURAL METAL STUD FRAMING ® w OBIS DB 12"DEB � 6"NON-STRUCTURAL METAL STUD FRAMING 0616 DC 518"OSB 071400 FLUID APPLIED WATERPROOFING ai 07 21 F BATT INSULATION(FULL THICKNESS) o MECHANICALLY FASTENED AND HEAT WELDED AT o721 cu R-351NSULATION VALUE Q -.ur SEAMS ROOFING MEMBRANE 0721 JN TAPPERED ROOF INSULATION W/1"MIN.THICKNESS �n// j R-35INSULATION VALUE 0724E EIFS-2"THICK ®LL 0745 A METAL STANDING SEAM ROOFING SYSTEM z¢°p R2Hi I I i 07 55 G FULLY ADHERED SINGLE PLY ROOF MEMBRANE O Y 07 55 J MECHANICALLY FASTENED AND HEAT WELDED AT SEAMS ROOFING MEMBRANE 09 22 AA 3-5/8"NON-STRUCTURAL METAL STUD FRAMING 0 0922 AC 6"NON-STRUCTURAL METAL STUD FRAMING 09 n/ o c� 22 FD 6"NON-STRUCTURAL METAL STUD FRAMING SLIP TRACK FOR 1"DEFLECTION LL Y, METAL DECKING(SEE STRUCTURAL/DETAILS) 0929 AA 5/8"TYPE W GYP BOARD ®o 1'n g v zM�� METAL STANDING SEAM ROOFING SYSTEM 5/8"OSB R3 W 6"NON-STRUCTURAL METAL STUD FRAMING FULLY ADHERED SINGLE PLY ROOF MEMBRANE TAPPERED ROOF INSULATION W/1"MIN. N N N RA THICKNESS N N N N METAL DECKING(SEE STRUCTURAL/DETAILS) z F- 0, zWa a5 0u.0 of Co ED H N DO 1�iI ow O w 0 01 LL .60 W �Ln L0 t ea w �zUl Q wo um ptwz Yo 0r�Z a0 a a-Co WALL LEGEND N NOTE: REFER TO FINISH SCHEDULE, BUILDING ARCHITECTURAL CONCRETE ARCHITECTURAL CONCRETE ARCHITECTURAL CONCRETE — ARCHITECTURAL CONCRETE CAST-IN-PLACE CONCRETE ARCHITECTURAL CONCRETE ELEVATIONS AND BUILDING SECTIONS FOR FINISH MATERIAL TYPES/ COLOR ao CALLOUTS AND LOCATIONS U Rd U 14'ARCHITECTURAL CONCRETE WALL �13'ARCHITECTURAL CONCRETE WALL 12"ARCHITECTURAL CONCRETE WALL 10"ARCHITECTURAL CONCRETE WALL �8"CONCRETE WALL C7A 7"ARCHITECTURAL CONCRETE WALL STC N/A UL WA �� STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A ''^^ V/ 5/8"TYPE'X'GYP BOARD o BRICK MASONRY-EMPEROR-4X4X16 SPLIT-FACE CMU-SXSX16 STANDARD CMU-8X8X16 3-5/8"STRUCTURAL METAL STUD FRAMING 3-5/8"NON-STRUCTURAL METAL STUD FRAMING 3-5/8"STRUCTURAL METAL STUD FRAMING LU r Q O Wa. CD J Q BATT INSULATION(FULL THICKNESS) BATT INSULATION(FULL THICKNESS) BATT INSULATION(FULL THICKNESS) CO Q 5/8"TYPE W GYP BOARD 5/8"TYPE'X'GYP BOARD Q ® YJ �! W 777 LL 8 A EMPEROR BRICK-4X4X16(DARK) INTEGRAL COLORED SPLIT-FACE CMU-8X8X16(DARK) STANDARD CMU 8X16 \„j 3-5/8"METAL STUD WALL-GYP BOTH SIDES 3-5/8"METAL STUD WALL-GYP ONE SIDE 3-5/8"METAL STUD WALL 1 .. \/ M m STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A m M B EMPEROR BRICK-4X4X16(LIGHT) Ms2s INTEGRAL COLORED SPLIT-FACE CMU-8X8X16(LIGHT) ^ J A_PROVIDE FIRE CAULK AT ALL STC N/A UL N/A STC N/A UL N/A 0. ROOF AND WALL JOINTS 6"NON-STRUCTURAL METAL STUD FRAMING SLI v TRACK FOR 1"DEFLECTION 6"NON-STRUCTURAL METAL STUD FRAMING SLIP BRICK MASONRY-EMPEROR-4X4X16 TRACK FOR 1"DEFLECTION 777 BATT INSULATION(FULL THICKNESS) 1/2"AIR SPACE 112"OSB ? "NON-STRUCTURAL METAL STUD FRAMING FLUID APPLIED WATERPROOFING FLUID APPLIED WATERPROOFING 1!2"OSB "NON-STRUCTURAL METAL STUD FRAMING "NON-STRUCTURAL METAL STUD FRAMING 6"NON-STRUCTURAL METAL STUD FRAMING 5/8"TYPE'X'GYP BOARD 1/2"OSB 1/2"OSB 1/8"OSB "NON-STRUCTURAL METAL STUD FRAMING BATT INSULATION(FULL THICKNESS) BATT INSULATION(FULL THICKNESS) BATT INSULATION(FULL THICKNESS) DIETRICH UNICLIP CONNECTOR BATT INSULATION ) (14 GA. 5/8"TYPE'X'GYP BOARD (FULL THICKNESS UCEC),EA STUD EVERY V VERTICALLY 5/8"TYPE'X'GYP BOARD 6"NON-STRUCTURAL METAL STUD FRAMING 6/8"TYPE W GYP BOARD 6"NON-STRUCTURAL METAL STUD FRAMING (ONLY REQ.ON BLDG INT.WALLS) BATT INSULATION(FULL THICKNESS) 5/8"TYPE'X'GYP BOARD (ONLY REQ.ON BLDG INT.WALLS) 5/8"TYPE W GYP BOARD 0 ��GYP-OSB-6'METAL STUD-GYP M6J 6"METAL STUD WALL-BRICK&GYP ��6"METAL STUD WALL-OSB ONE SIDE ��6"METAL STUD WALL-GYP&OSB EIFS ON 6"METAL STUD ��6"METAL STUD WALL-GYP ONE SIDE 6"METAL STUD WALL STC N/A UL N/A STC N/A UL N/A "� STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A STC N/A UL N/A m Q STUD WALL-BRICK&NO GYP . STC N/A UL N/A F 3 _ ... ... Project number 9903 Date 4/21/2015 a - Drawn by DLG z o Checked by CHECKER G200 Printed 4/21/2015 1 2 3 4 5 6 7 8 9 8:43:37 AM As indicated 1 2 3 4 5 6 7 8 9 ALICENSED RCHITECT AR-1532 N V DOOR SCHEDULE 111712014 Type DOOR FIRE FRAME LYNN %OMRY STATECF Mark Mark WIDTH HEIGHT THICKNESS MATERIAL FINISH GLAZING RATING HARDWARE TYPE MATERIAL FINISH I JAMB I HEAD THRESHOLD COMMENTS 1 04 6'-0" 8'-0" 13/4" AU GLASS MF4 1' AL-1 MULLION AL MF4 A503/C5 A503/CIS A503/AS 2 05 18'4" 8'-8" AU GLASS MF4 i" AL-3 MULLION AL MF4 A503/A7 A602/C7 A503/A5 3 02 6'-0" 7'-0" 2" H.M. MF-2 N/A 02 H.M. STEEL MF-2 A506 AS A5061 Al A503/A5 4 Ot 3'-0" 7'-0" 2" H.M. MF-2 N/A 03 H.M. STEEL MF-2 A506/A3 A502/A1 A503/A5 Z `O LL 5 03 8'1, 10'-0" 2" STEEL MF-2 N/A 01 H.M. STEEL MF-2 A500/E8 A500/E8 A503/A5 w O 6 04 6'-0" F-0" 13/4" AU GLASS MF-4 1" AL-2 MULLION AL MF4 A503/C5 A503/05 A503/A5 r+ 7 01 3'1" 7'1" 2" H.M. MF-2 N/A 03 H.M. STEEL MF-2 A506/A3 A502/Ai A503/A5 V 8 06 Sl" 3'-0" 2" H.M. MF-2 N/A 05 H.M. STEEL MF-2 A506 AB1 A506/B3 A506/134 PETCO ROOF TOWER ACCESS 9 01 3'41" T-0" 2" H.M. MF-2 WA 04 H.M. STEEL MF-2 A506/A3 A502/A1 A503/A5 w SF O a�< DOOR TYPES LEGEND HW SET:01-MOTORIZED ROLL-UP DOOR HW SET:05-ROOF ACCESS HATCH ®D— o DOOR NUMBER(S): OS DOOR NUMBER(S): 08 elf o a v EACH TO HAVE: EACH TO HAVE: ®O 1 SET CYL.HOUSING(S) TYPE&QTY AS REQ'D BY HARDWARE 626 SCH 1 SET CYL.HOUSING(S) TYPE&QTY AS REQ'D BY HARDWARE 626 SCH } a$ 1 SET FSIC CORE(S) 23-030 EV.29T(QTY AS REQ'D BY HARDWARE) 626 SCH 1 SET FSIC CORE(S) 23-030 EV.29T(QTY AS REQ'D BY HARDWARE) 626 SCH 0 " 1 SET TEMP.CORE(S) 23-030-ICX(QTY AS REQ'D BY HARDWARE) 626 SCH 1 SET TEMP.CORE(S) 23-030-ICX(QTY AS REQ'D BY HARDWARE) 626 SCH 1 EA KEYSWITCH AS REQ'D BY DOOR MFR. 630 SCE II /i A) BALANCE OF HARDWARE BY DOOR MFR. ' A) BALANCE OF HARDWARE BY DOOR MFR. o HW SET:AL-01-STOREFRONT HW SET:02 DOOR NUMBER(S): 01 2" ,' 2" 2" 2" 6" ,' /6' DOOR NUMBER(S): 03 EACH TO HAVE: EACH TO HAVE: _ w 6 2 EA CONT.HINGE BY SECTION 084110-112HD 628 IVE III " 6" /; 2 SET HINGE(S) 5BB1 HW(QTY,SIZE,NRP AS SPEC'D) 630 IVE 1 EA HEADER/SILL BOLT(S) BY SECTION 084110-4015 X 4016 626 ADA 1 EA REMOVABLE MULLION KR4023 USP PAL 1 EA MORTISE DEADBOLT BY SECTION 084110-MS1850 SERIES 626 ADA 1 EA PANIC HARDWARE 25-R-EO 626 FAL 1 EA EXIT INDICATOR BY SECTION 084110-4085 626 ADA o J 1 EA PANIC HARDWARE 25-R-NL 626 FAL 1 SET .CYL HOUSING(S) TYPE&QTY AS REQ'D BY HARDWARE 626 SCH 1 SET CYL.HOUSING(S) TYPE&QTY AS REQ'D BY HARDWARE 626 SCH 1 SET FSIC CORE(S) 23-030 EV.29T(QTY AS REQ'D BY HARDWARE) 626 SCH 01 02 03 04 05 06 1 SET FSIC CORE(S) 23-030 EV.29T(QTY AS REQ'D BY HARDWARE) 626 SCH 1 SET TEMP.CORE(S) 23-030-ICX(QTY AS REQ'D BY HARDWARE) 626 SCH Q SGL EXT.HM DBL EXT.HM MOTORIZED COILING DEL EXT. AUTOMATIC DBL SLIDING SGL DOOR W/FRAME 1 SET TEMP.CORE(S) 23-030-ICX(QTY AS REQ'D BY HARDWARE) 626 SCH 2 SET PUSH/PULL BAR BY SECTION 084110-9190HD 10"STD 630 IVE Q DOOR IN CMU DOOR IN CMU ROLL-UP DOOR STOREFRONT DOOR STOREFRONT DOOR ON(4)SIDES 2 EA SURFACE CLOSER SC71 FA 689 FAL 2 EA OH STOP BY SECTION 084110-100S ADJ 630 GLY 2 EA KICK PLATE 8400 10"X 2"LDW B4E 613 IVE 2 EA SURFACE CLOSER(S) BY SECTION 084110-SC71 HDPA 695 FAL 2 EA FLOOR STOP FS18S BLK IVE 2 SET CLOSER BRACKET(S) BY SECTION 084110-AS REQ'D BY DR/FRAME 698 FAL 1 EA RAIN DRIP 142A 628 ZER 1 SET PERIMETER SEAL BY SECTION 084110-FRAME MFR STD TBD B/O z 1 SET WEATHERSTRIP 429A(1 @ DW,2 @ DH) 628`ZER 1 SET ASTRAGAL SEAL' BY SECTION 084110-DOOR MFR STD TBD B/O 0 2 EA DOOR SWEEP(S) 8198AA 628 ZER 2 EA DOOR SWEEP(S) BY SECTION 084110-DOOR MFR STD 628 B/O 1 EA SADDLE THRESHOLD 655A SSMS/LA 719 ZER 1 EA THRESHOLD BY SECTION 084110-FRAME MFR STD 628 B/O at Q�)) HW SET:03 HW SET:AL-02-STOREFRONT 2 DOOR NUMBER(S): 04,07 DOOR NUMBER(S): 06 ku EACH TO HAVE: EACH TO HAVE: Q Z 1 SET HINGE(S) 5BB1 HW(QTY,SIZE,NRP AS SPEC D) 630 IVE 2 EA CONT.HINGE BY SECTION 084110-112HD 628 IVE 10 1 EA PANIC HARDWARE 25 R NL ' 626 FAL 2 SET PUSH/PULL BAR BY SECTION 084110-919OHD 10"STD 630 IVE d) 1 SET CYL.HOUSING(S) TYPE&QTY AS REQ'D BY HARDWARE 626 SCH 2 EA OH STOP BY SECTION 084110-100S ADJ 630 GLY 1 SET FSIC CORE(S) 23-030 EV.29T(QTY AS REQ'D BY HARDWARE) 626' SCH 2 EA SURFACE CLOSER(S) BY SECTION 084110-SC71 HDPA 695 FAL 0L Q 1 SET TEMP.CORE(S) 23 030-ICX(QTY AS REQ'D BY HARDWARE) 626 SCH 2 SET CLOSER BRACKET(S) BY SECTION 084110-AS REQ'D BY DR/FRAME 698 FAL 1 EA SURFACE CLOSER SC7i"FA "' 689 FAL 1 SET PERIMETER SEAL BY SECTION 084110-FRAME MFR STD TBD B/O 1 EA KICK PLATE 8400 10"X 2"LDW B4E 613 IVE 1 SET ASTRAGAL SEAL BY SECTION 084110-DOOR MFR STD TBD B/O 1 EA FLOOR STOP FS18S BLK IVE 2 EA DOOR SWEEP(S) BY SECTION 084110-DOOR MFR STD 628 B/O 1 EA RAIN DRIP 142A 628 ZER 1 ;EA .THRESHOLD BY SECTION 084110-FRAME MFR STD 628 B/O 1 SET WEATHERSTRIP 429A(1 @ DW,2 @ DH) 628 ZER 1 EA DOOR SWEEP(S) 8198AA 628 ZER 1 EA SADDLE THRESHOLD 655A SSMS/LA 719 ZER HW SET:AL-03-STOREFRONT-AUTO SLIDER HW SET:04 DOOR NUMBER(S): 02 DOOR NUMBER(S): 09 " 7 n�" ' EACH TO HAVE: EACH TO HAVE: � �` 1 SET CYL.HOUSING(S) TYPE&QTY AS REQ'D BY HARDWARE 626 SCH �4 v :,x 3 SET HINGE(S) 5BB1(QTY,SIZE,NRP AS SPECO) 630 IVE 1 SET FSIC CORE(S) 23-030 EV.29T(QTY AS REQ'D BY HARDWARE) 626 SCH 1 EA STOREROOM LOCK T581J SCH DANE 626 PAL 1 SET TEMP.CORE(S) 23-030-ICX(QTY AS REQ'D BY HARDWARE) 626 SCH 1 SET FSIC CORE(S) 23-030 EV.29T(QTY AS REQ'D BY HARDWARE) 626 SCH 1 SET TEMP.CORE(S) 23-030-ICX(QTY AS REQ'D BY HARDWARE) 626 SCH A) BALANCE OF HARDWARE BY DOOR MFR. 1 EA LOCK GUARD LG12(REVERSE HAND DRS ONLY), 630 IVE 1 EA SURFACE CLOSER .�SC71 SS 689 FAL " 1 SET CLOSER BRACKET(S) AS REQ'D BY DR/FRAME 695 FAL 1 EA RAIN DRIP 142A_: 628 ZER 1 SET WEATHERSTRIP 429A(1 @ DW,2 @ DH) 628 ZER 1 EA DOOR SWEEP(S) 8198AA 628 ZER 1 EA SADDLE THRESHOLD 655A SSMS/LA 719 ZER V �A LLI J FINISH MATERIALS CHART � FINISH NOTES: WALL FINISHES METAL FINISHES FLOOR FINISHES 1 CLEAN VCT;PROVIDE(3)COATS OF WAX&(1)COAT OF SEALER IN ALL UJ C) O WF-1: MANUFACTURE:INTERSTATE BRICK WF-7: MANUFACTURE:TBD MF-1: MANUFACTURE:BERRIDGE FF-1: MANUFACTURE:TBD VCTAREAS L STYLE/TYPE:4X4X16 EMPEROR BRICK STYLE/TYPE:PRECAST STYLE/TYPE:STEEL STYLE/TYPE:STANDARD CONCRETE/BROOMED 2. CLEAN,SEAL AND BUFF ALL FLOOR TILE m Q COLOR:MONTEREY COLOR:NO ADDITIONAL COLOR GAUGE 22 GA, COLOR:NO ADDITIONAL COLOR '^ LOCATION:SEE ELEVATIONS/DETAILS LOCATION:FRONT COLUMNS COLOR STEEL SCAPE WEATHERED RUST LOCATION:EXTERIOR,SEE PLAN 06 V J U) GROUT LINE:3/8" GROUT LINE:3/8" XGRABR01 GROUT COLOR MANUF:DAVIS COLORS LL I _j GROUT COLOR MANUF:TBD LOCATION:PARAPET CAP,BASE FLASHING FF-2: MANUFACTURE:TBD TT GROUT COLOR:MESQUITE GROUT COLOR:NO ADDITIONAL COLOR DRIP EDGE,ALL EXPOSED FLASHING, STYLE/TYPE:STD CONCRETE/SMOOTH HARD TROWEL ` i Y J WF-2: MANUFACTURE:BUEHNER BLOCK WF-8: MANUFACTURE:MASTER WALL FINISHES SEE DETAILS COLOR:NO ADDITIONAL COLOR I— cn Q Q STYLE/TYPE:8X8X16 STANDARD CMU LOCATION:INTERIOR,SEE PLAN J STYLE/TYPE:EIFS/FINE FINISH MF-2: MANUFACTURE:TBD COLOR:STANDARD GRAY Z J LL. LOCATION:SEE ELEVATIONS/DETAILS COLOR:ASH#310 STYCE/TYPE:EXTERIOR GRADE AWNING FABRIC FINISHES 5 ui Z GROUT LINE:3/8" LOCATION:CORNICE&BANDS COLOR:COLOR MATCH WF-8 GROUT COLOR MANUF:N/A SEE ELEVATIONS LOCATION:HANDRAIL/RAILINGS,EXT.H.M.DOORS AF-1: MANUFACTURE:SUNBRELLA J LOADING DOCK DOOR,DUMPSTER GATES STYLE/TYPE:OUTDOOR GRADE;UV RESISTANT � m GROUT COLOR:NO ADDITIONAL COLOR wF-9: MANUFACTURE:MASTER WALL COLOR:4677-TUSCAN m STYLEITYPE:EIFS/FINE FINISH MF-3: ,MANUFACTURE:TBD WF-3: MANUFACTURE:BUEHNER BLOCK LOCATION:ULTA FABRIC AWNINGS STYLE/TYPE:8X8X16 SPLIT FACE CMU COLOR:#460 AMARILLO 'STYLE/TYPE:PLASTIC DOMED BOLLARD COVER COLOR:SIGNETICS BROWN LOCATION:SEE ELEVATIONS COLORi CAUTION YELLOW U LOCATION:SEE ELEVATIONS/DETAILS WF-10: MANUFACTURE:BUEHNER BLOCK LOCATION BOLLARDS' O GROUT LINE:3/8" STYLE/TYPE:8X8X16 SPLIT FACE CMU MF 4: MANUFACTURE.TBD GROUT COLOR MANUF:DAVIS COLORS GROUT COLOR:MESQUITE COLOR: STYLE TYPE:ANODIZED ALUMINUM/MULLION Q LOCATION:N:SEE ELEVATIONS/DETAILS COLOR:DARK BRONZE WF-4: MANUFACTURE:BUEHNER BLOCK GROUT LINE:3/8" LOCATION:ALL STOREFRONTS STYLE/TYPE:8X8X16 CMU GROUT COLOR MANUF:DAVIS COLORS COLOR:#547 GROUT COLOR:MESQUITE MF-5: MANUFACTURE:BERRIDGE LOCATION:SEE ELEVATIONS/DETAILS STYLE/TYPE:1"TEE PANEL;STEEL GROUT LINE:3/8" COLOR:CUSTOM STEEL SCAPES WEATHERED GROUT COLOR MANUF:DAVIS COLORS RUST XGRABR01 GROUT COLOR:MESQUITE LOCATION:PETCO ROOF TOWER WF-5: MANUFACTURE:TBD STYLE/TYPE:ARCHITECTURAL SMOOTH COLOR:NO ADDITIONAL COLOR LOCATION:FRONT MAIN WALL BASE FINISHES o' FRONT COLUMN BASES NOTE:FILL ALL HONEY COMB/AIR POCKETS WITH BF-1: MANUFACTURE:JONSONITE CEMENT RUB.NO HOLES OR PITS TO REMAIN STYLE/TYPE:PAINT/SEMI GLOSS F EXCEPT WHERE THE CONE TIE RECESSES ARE COLOR:TBD Q LOCATED. LOCATION:INTERIOR WALL BASE,SEE DETAILS ~n WF-6: MANUFACTURE:INTERSTATE BRICK 3 STYLE/TYPE:4X4X16 EMPEROR BRICK Y COLOR:MID NIGHT BLACK Project number 9903 a LOCATION:SEE ELEVATIONS/DETAILS o GROUT LINE:3/8" Date 11/7/2014 GROUT COLOR MANUF:DAVIS COLORS Drawn by DLG GROUT COLOR:MESQUITE Checked by CHECKER d ,,,G201 3 Printed 11/6/2014 5:02756 PM 1 2 3 4 5 6 7 8 9 Iscale As indicated . 1 2 3 4 5 6 7 8 9 �a�HTE A�.,5' 4LYNN1712014 S.WOODBURYTATE OF IDAHO >z LL O w _ J 0 4 wWQ opo H m 0 a- -- N�� p<rj0 O� p�vF p 3 �J^ U ;r_N9 II 2 3 n n Y Y w �_ I I 0— � ' I - - - - -- El I Wo h N � - ®- - - - - - - - - - - - G � e e x ' oc I I LEI EE ys �I� a �w ! CONSTRUCTION LIMIT LINE y pt•'. U � I I cn CIVIL FFE.36219 = ARCHITECTURAL FFE: 100 o z LU (L 00 - - - -- - - -- - -- - -- - - - - - - - - - - D a LU mo -O ca � - Q YJ — — — — — — — -- — ---- — — — — — — — — — — — — — c ~ Q Q _l ICI LJ! U_ u m m i I a J H 0 () Z W a- I I I I 0 U a F N 3 1 2 3 Project number 9903 a Date 11/7/2014 Drawn by DLG Al SITE-ENLARGED Checked by CHECKER m +. G300 3 Printed 11/5/2014 m 5:03:01 PM s 1 2 3 4 5 6 7 8 9 Iscale n 1 2 3 4 5 LICENSED 6 7 8 g ARCHITECT ' AR-1512 a I SHEET REFERENCE KEYNOTES C 5 # DESCRIPTION c3 O MF-2 O 1117/2014 0321 C #4 CONCRETE REINFORCEMENT BARS LYNII S.WVoOBUBv RETURN HANDRAIL HANDRAIL I 033000 CAST-IN-PLACE CONCRETE saroFlDano BOT.BACK TO POST 12" MF-2 1 1/2 � L 03 48 E PRECAST CONCRETE WALL CAP 04 22 A STANDARD CMU 05 12 H L-ANGLE(SEE STRUCTURAL/DETAILS) E3 FF i FF-7 I HANDRAIL 05121 TUBE STEEL(SEE STRUCTURAL/DETAILS) _ 05 12 N STEEL PIPE(SEE STRUCTURAL/DETAILS) 7 12" N ".- 31 11 CC COMPACTED GRANULAR BASE z ... Z ` 12" = " 32 12 A ASPHALT PAVING O H 5'-0" 3'-0" 3)TREADS S-O" 1'-3" o M z z LD z _ J__ Q LANDING @ 12"MIN. LANDING 1-4-FLOOR m z J 1 E6 JF 100'-0� z o 4�V H — H _ FOR n ® oQm O � W'-0" V 0 a�a I— III �I III III—III III I10 — —_ -- t121— III— III III III III 1z° O� �NY� I_= III I I I_I I I—III III III—III III III III=1 I I III—III I 1I- M66 III—III III a 011 III III III—III III 11 1 I—I 11=1 11 I I III= I III—I 1=IR=1 w RETURN HANDRAIL III—III III III III III III III—III Il III—III III=1 I —III I1 0 MBB BOT.BACK TO POST—I 11 1 I 1 1 I 1=1I 1=1I 1 1 I 1 I I 1 I 1 1 11=1I I I I 1= 1 — —11 111 U N I I III=III III III—I I I_I I I—III III I I I_I I I III—III III—III I I I_I I I—�" I I i�l i I- III III 1—I 1 I—III III III III=1 III III III III—III III —III—I 5 I III—I III III III III III III III III III—III III III III III III III—III III—III III III III III=11I III III III III—III—III III I — za I III—� 1 I-III-11I—III .,III—III—III-11I—III-111I, III—III;III III-I I II,III III-111I I I I��I I I�I I I, w PETCO-ENLARGED REAR EXIT PETCO-REAR EXIT HAND& PETCO-REAR EXIT HANDRAIL E1 STAIR&LANDING E3 GUARDRAILS E6 ON BLDG �'oi GREASE ZERK FITTING ON TOP 1T-9"GATE POST C.L.TO C.L. &CAP TOP W/3/8" GREASE ZERK FITTING ON TOP 4" 6" 7 MIN PLATE &CAP TOP W/3/8"MIN PLATE *USE FREEZE& *USE FREEZE&WATER PROOF , GAP D� GREASE* WATER PROOF 6 DT 6" CONT.WELD 05 12 H GREASE* Gaoa 1 Gaoo 45°ANGLED STEEL DECKING CONT.WELD 0512N ? 2" 05 = o D5 TO T.S. c L-ANGLE TO 6"PIPE. TOP OF T.S. x Goo G400 k COLUMN 1/4" O MF-2 ——— a 8'�1 D MF-2 CENTER DECKING k CENTER DECKING 450°ANGLED ON T.S.FRAME ON T S FRAME STEEL DECKING WELD ALL SIDES FILL 6"PIPE TO T.S. Q 3/4"DI%. GREASE ZERK FITTING W/ OF 2X8X.375 T.S. W/CONCRETE q GREASE ZERK GATE CAN MACHINED GROOVE ON HINGE CONNECTION P SLEEVE `O FITTING W/ �� COLUMN TO ACCEPT GREASE TO T.S.GATE FRAME /3 WALL MACHINED GROOVE U RAISED HANDLE *USE FREEZE&WATER DUMPSTER GATE HINGE SIDE � . D I CC COLUMN TO TAB CATCHY PROOF GREASE* D5 SECTION D7 DUMPSTER GATE TOp, TiON ACCEPT GREASE w *USE FREEZE&WATER p D o - 3"=1'-0" 3"=1'-0" 9 5/8" 3 48 E PROOF GREASE* ° co N N GAP k WELD SLIP COLLAR 4" 1" 4^ POST @ BOTTOM WELD SLIP COLLAR III III `O — CONT.WELD * — CONT.WELD TO POST @BOTTOM —III III—. 45°ANGLED 45°ANGLED CONT.WELD M z_ai GRADE LINE =1 I — -- — — — _ — _a w__— — —IHI -- I— STEEL DECKING STEEL DECKING , 45°ANGLED 11—I l-1 1 III—III=III III=III=III—I 31 11 CC I111 III=111 h w I11-111 111=III=III=III=III=III=11 l-o TO T.S. __ TOTS. j STEEL DECKING —I III 11 INTERIOR CONCRETE 1 �III 1 1 III=I I_�.1-111=11 INTERIOR CONCRETE—I I n: iv N / TO T.S. D — 3 30 00 — =III I= —III—CURB NOT SHOWN- = ——— i — 04 22 A I I—I 11 I I=1 I CURB NOT SHOWN I III , I=1 I I III I I I C I—I 11=FOR CLARITY I I I III 1�I=111 I�11�1 III I I 1=1 I I I I 1=111=1 I I—I�I—I FOR CLARITY—I�1=1 I�1=. I 1 1=1 1 1 —I 1=1 1-1 1=1 =1 -1 1=I 1=I 1 1=1 -11 11 1=I 1=1 1=1 1=1 1=1 =1 -1 1 s v SEE WALL SECTIONS CENTER DECKING 2 &ELEVATION FOR TYPE 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=I 1=1 11 =1 1=I 1=1 1=1 1=1 11 1=I1 1=11=1 1=1 1=1 1=III-11=1 1=I 1=I 11=1 III—I 1 1=1 1: CENTER DECKINGi ON T.S.FRAME III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III-III-III-III-III—III-III=III=III=I 115"III III= N - .I�I=1�1=1�1=1�I=1�1=1 11=1�1=1�1=I�I=I�1=1 11=111=I 11=1 11=1 11=1 11=1 11=111=1 11=I 11=1 11=1 11=111=1 11=1 11=1 11=1 11=111=1 I I— - - 1=1 11 ON T.S.TSFRAME I-III-III-III-III-I 11-1 I I-I I N I I-III-III=1 I I=1 11=1 I I=1 I I=1 I H I I=1 I I=1 I I=1 I I=1 I I=1 I I=III=1 I I=1 I I=1 I I=1 I I=1 11=1 11=1 I I=1 I I=1 I I=1 11= �� f� C1 DUMPSTER GATE ELEVATION011 : DUMPSTER GATE CENTER DUMPSTER GATE BOTTOM ULTA-LOADING DOCK SCREEN C5 SECTION { C7 SECTION CS WALL CAP 3"=1-0, 3"=1_0 3" 1.0 ' x o A3 FF-1 o c4ao G400 0 O U > c1 m " 4000 PSI, LU J 8"CONCRETE PAD W W/2'RG ® Q J Ms1A #4 REBAR GRID I Q 10" FF-1 10" Gaoo DOMED W z CONC.CAP J • PAINTED (� A5 Sim MS1A o I U I 6"0 PAINTED 6omSTEEL PIPE 19'4" 4•;r.<x)7 .al f` J ;T FILLED SOLID INSIDE SPLIT I, WITH CONC. 4000 PSI_ DUMPSTER ? FACE — — - — — S CONCRETE — - \� ENCLOSURE SIDE PAD W/2'x 2' PAVING OR SLOPE TOP q FF 1 #4 REBAR GRID Ms16 GRADE 0 25'3" MBB o r` 1"CHAMFER 10" zr------------------------ I I I L---------- ————————————- 3212A 32 12 A _ 1 FLOO__R_ o FIRE RISER& 100'-0"v o D 31 11 CC E ROOF ACCESS MszA oo FF-1 O 103 FF-1 03 30 00 J r` 4000 PSI 31 11 CC — = MS2A 4"CONCRETE 0321 PAD W/2'x 2' MS1A HORIZON {I = LA 3 #4 REBAR GRID MS1A 05121 h '. 03 30 00 III—III — —III— — —k— 3 21 C Project number 9903 o HORIZONTAL 1_6 Date 11/7/2014 0 Bi Drawn by DLG M6B a ASoo A313 3 Checked by ACHECKER ULTA-ENLARGED DUMPSTER ULTA-DUMPSTER ENCLOSURE G4OO Al ENCLOSURE&FIRE RISER PLAN A5 WALL SECTION A8 BOLLARD DETAIL Printed 1 1/612 0 1 4 3 5:03:09 PM 1 2 3 4 5 g 7 8 9 Is-'- As indicated 1 2 3 4 5 6 7 8 9 �HH11EcT \`AR-1532 ��ypy" v CJ SHEET REFERENCE KEYNOTES # DESCRIPTION 111712014 L BURY UATEOFIDNO 5fATE0FI0AX0 03 30 00 CAST•IN-PLACE CONCRETE 033300 ARCHITECTURAL CONCRETE 05 121 JTUaE STEEL(SEE STRUCTURAL/DETAILS) Z LL 1 2 3 4 5 ef Q - I 14'-10 1/2" 54-4" I I Co Q G Q FOUNDATION FOUNDATION --- 16"0 STEP_--- w �s� 8'-01, 6'-101 22" -- 18'-8"STEP----- I Q o i 20'-0"STEP------ STEP STEP ---J 0 �\ _ r---- \� r_--o- C8 , ?se 1 nb _ O3 U v 8.0" 1-2 3 19'4" <$I I ' � I I CB CB , ca o w C8 1 CB I I I I I C14A - - - _ i - '1 L-�---___ -______ ___ _____ ______ __ __ __ __ _- ___ ___J - H _________ _____------------- IF W 18'-8" ca Ca EP'-15/8" STEP STEP STEP 16'-0" " 32'-0" 7,_8" 4$ 4'_6„ 10ST 16'-0 T-8" ----- -------J 1 74'-158" 71 --------------------------- --- ---- J L______---------J1� L .I I _ ' — _______ __________-__--__ _____________________________CB______ J','_J — — — — — L — — — — r--------- I I G -i I ib. , I I �14' I , m I ,ryII 1 - 1 >' till ' ,�7 � -Iti �1 r i 05121 s2.ay:.----' - - - - - 05 12 1 ---i r,. 05 12 1 05 12 1 r - 5 12 1 05 12 I r_ 1 - - - - I- — - — - — - — - - - - — - - - - — - - - E T__-_� ZD I 11 C III I � I M ' I IJ1 I ' I 1 , 05 12 1 05 12 1 1 1 Oz :—SEE- - - - - -I — - - - - — - STRUCT SEE STRUCT 1I I „• - - J W^ = r I i .i I ✓1; i C'a Z LLLLJ �� U c� 4�_ .. I rn Im L - c - _- - J L , i 05 12 1 i r � e Q J os12i II' I J Q J Q = o w LL ' Z II = J m � a U. to V I I O w 1'_2" 1-2" p QU 1'-2" 12'-6 3/4' 9'-6" 9'$" 12'-6 3/4" 1'-2" 12'-7 1/2" 1'-2" rC1.3A r l WLL I 20'-4" i_1� 0CY,3 C. I L_ " " OO w l-8. 2 11 O W 14" nm C13A -JC13A---- L3'-8" 6'-10' 13'_2" 2 3'-8" U _ L ----- 1 r--1 �.' f--- --l __ __LL ----- ----J -- v -- -- -- L--_ JY1- 75/8"GRIDTOL _ co 4 C8 �o Q BACK FACE 1 v v - J n B r m 033000 m 03 33 00 ° ° C10A C1 A 4 r .L1 L ------ J L------- J � - - __ 4033300— - - - - ---033300L _ ___ J� L ----_ J 3330C14A 8'4 3/4" 12'-5 1/2" T-10 3/4" T-3" 9'-4" 16'-7" T-10 3/4" 12'-51/2"10 1/4" b33300 10 1/4" c10A16'-10" I 13'_2" J 4'-2" 22'-8" 6'-4" 20'-0" 6'-4" 20'-6" 45'-4" 45'-0" N A 3 I 80'-0" 904 Y a Project number 9903 a o Date 11f7/2014 Drawn by DLG 1 2 3 4 5 U Checked by CHECKER Al FOUNDATION PLAN 1/8"=1'-0-' tA100 3° Printed 11/6/2014 4:53:57 PM 1 2 3 4 5 6 7 8 9 Scale 1/8"=1'-0" LICEED 1 2 3 4 5 6 7 8 J ARCHRECT AR-1532 SHEET REFERENCE KEYNOTES C 1 2 3 4 5 # DESCRIPTION 05 12I TUBE STEEL(SEE STRUCTURAL/DETAILS) p/21/2015 N LYNN S.WOODBUR7 OS 12 X STRUCTURAL STEEL BRACING;SEE STRUCTURAL STATE ov IDAHO 14'-4"CMLI 22 03 DA LOADING DOCK TRENCH DRAIN;SEE CIVIL 32 06 AP 6"DIAMETER STEEL TUBE FILLED WITH CONCRETE BOLLARD;PLASTIC 6r B'_On 4n COVER;SEE FINISH CHED E 33 50 AS NATURAL-GAS METERING A200 C1 z U A300 U C1 �a U F Al A8 ®� ¢ ¢yo G400 0 $ NON-SHEAR/NON-STRUCT WALLS `S �� DEMISING/PERIMETER WALL STUD TABLE - - - � - - � _ o_ _ 3206AP- - - - - - - - - - o<v E6 MAXIMUM WALL STUD SIZE SPACING SPACING �'g AS FF-1 A5 WALL HEIGHT z r-- MBB A5 22 03 DA G401 13'-6" 362S162-33 16"O.C. C)CD J I 4000 PSI 8 I A300 D200 — — — —r° 16'-0" 362S162-43 16"O.C. 6"CONCRETE �� qgo 0 PAD W/2'x 2' E1 18'-0" 362S162-54 16"O.C. #4 REBAR GRID I 20'-0" 362S162.68 16"O.C. H - - - - - - - - - ALT.60OS162-33 �J FF-1 32 06 AP o% ASoo 9A 22'-0" 60OS162.33 16"O.C. II' LU 12'-4" I JAI �G° 181_11, 2'_0„ ., I 32 06 AP o E1 33 50 AB MDP B M6e 24'-0" 6005762-43 16"O.C. I -J O 32 OB AP A300 1 FF-2 -- — —q' 26'-0" 600S162-54 16"O.C. Fy=50 KSI — A3 I 9 � FIRE�RI$ER& I A4 28'-0" 600S162-54 16"O.C. Fy=50 KSI OD C 05121 OS 12 A6o6 m n 05121 103 allo N - - - - - - - - - - - - - - AL EEL TO BE MIN. = 3 KSI U.N.O. m ` 30'-0" BOOS162-43 16"O C 3 _ 77 . — NOTES: L STEEL Fy 3v a A 2'-� O ® A7 ALL STUDS TO BE BRACED WITH 15OU50-54 COLD M66 A313 ROLED CHANNEL(CRC)@ 4'-0"O.C.VERT. z d D1 20'_3„ z pa 401 SSMA PRODUCT INFORMATION °—� it a a. M6B O � LL� DEPTH FLANGE WIDTH CONVERSION to > a 00 es N (1/1001N) (11100IN) TABLE o a w 800 J 2Or 54 MILS GAGE zz top xs O w aQ MEMBER 18 25 S2 Q U Q Lu H THICKNESS w J M o �ii0az0 I J-TYPE (OR STUD) (MILS=.001") 27 22 a, O 0JOIS J 05 121 B=STUD 33 20 0 0 o W N 5121 r=TRACK 43 18 zp OS 12 54 16 a I>_� I>_m U I I 97 12 U1 m a0 M5B MSiA 05121 05121 - 5121 17) U) FF-2 I M6L ! FLOOR SLAB: io FINISHING FLOORS AND SLABS J 4000 PSI CONCRETE W/ iqn A. General: Comply with ACI 302.1 R recommendations for screeding,restraightening,and finishing PETCO operations for concrete surfaces. Do not wet concrete surfaces. 6X6XW1.4XW1.4WWF 06 ULTA 4"MIN CONIC OVER 101 CO) B. Trowel Finish:After applying float finish,apply first troweling and consolidate concrete by hand or power- 100 „ C1 A201 driven trowel.Continue troweling passes and restraighten until surface is free of trowel marks and uniform in LL 4 MIN. BASE COURSE texture and appearance.Grind smooth any surface defects that would telegraph through applied coatings or floor coverings. qn U) 1. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring,carpet, V v v W ceramic or quarry tile set over a cleavage membrane,paint,or another thin-film-finish coating system. FF-2 2. Finish surfaces to the following tolerances,according to ASTM E 1155(ASTM E 1155M),for a A201 Al I= randomly trafficked floor surface: Q a. Specified overall values of flatness,F(F)35;and of levelness,F(L)17;with minimum local U) 05121 1 5121 values of flatness,F(F)24;and of levelness,F(L)17;for suspended slabs. O (n - - --_- _ _ _ _ 05121 _ D C. Finish and measure surface so gap at any point between concrete surface and an unleveled,freestanding, O 10-ft:(3.05-m-)long straightedge resting on two high spots and placed anywhere on the surface does not exceed )L Z O 1/8 inch(3.175 mm). /r Q UJ = -05121 / 5121 �y. A m Q - 0 -- Al Q ® W J --- A3o1 GENERAL NOTE: Y _I • COORDINATE UNDERGROUND UTILITY REQUIREMENTS J ® ¢ < } WITH TENANT DRAWINGS PRIOR TO POURING INTERIORLL LLJ { SLAB _-) — FF-2 q c co A4 �+ A508 ULTA-VESTIBULE Al 102 A40p J401 Bl� A6 A5 A401 B3 B3 A5 €o O5 12 X 05 12 X Ar�3 A 0 n 6 — — A1 A3 to A7 B C1 05 12 X A8 Al 2 4 I q O 05 12 X gg — _ _ A211 05 12 X- 9 A211 A503 r 1 - - - _ - - - L - - - A21a- - - - -� - - --- - - - - -A210 J Al u A40 A200 0 a Q 40,_0„ 40,_0„ 45'4„L45,_ ----- -" h 1 80-0" 1 90'4' 1 J F 170'-4" Project number 9903 Date 4/21/2015 1 2 3 4 5 Drawn by DLG a Checked by CHECKER 0 Al JR-2 OVERALL FLOOR PLAN _ - - _-_-_ - -_ A101 118"=1'-0" Printed 4/21/2015 1 2 3 4 5 6 7 8 9AM scale As4ndicat id 1 2 3 4 5 6 7 8 9 ARCHIITECT AR.1532 e C d 11/7/2014 SO 1 2 3 4 5 STATE�DAHHOY >Z F aC O G Ii I -J- - - - - - - - - - - - -I- - - - - -- - - - - - - - - - - - - - - - - - - - - - - m- A5 SHEET REFERENCE KEYNOTES O a S I I A l I I # DESCRIPTION � � $ao� A8 _ O yN 26 56 J 26 56 J 26 56 J OS 12 H L-ANGLE(SEE STRUCTURAL/DETAILS) i EXPOSED -- 05 12 1 TUBE STEEL(SEE STRUCTURAL/DETAILS) s m 05 20 A STEEL JOIST FRAMING(SEE STRUCTURAL) /, N N o - - - - - - - - � H , 05 20 B STEEL GIRDER TRUSS(SEE STRUCTURAL) V 05 12 H� 06 16 DC 5/8"OSB A7 07 1400 FLUID APPLIED WATERPROOFING 'I tO5 05 12 H A313 26 56 J 07 71 1 0771 7 24 B -2"THICK 0 MAI 7 71 ' MAIN AND SECONDARY ROOF DRAINS W/70P CAGE FILTER 3-5/8"NONSTRUCTURAL METAL STUD FRAMING1072 • 518"TYPEX'GYP BOARD 26 56 J t 30"X 36'ROOF ACCESS HATCH(SEE SPECS)12 H 05 20 B $. FABRIC AWNINGS I W 05 12 H 05 12 H 26 56 J 05 20 B OS 12 H 10 METALAWNINGS FLOOR R AND DLIWALL MOUNTED(SEE ROOF F LADDER (SEE DETAILS&SPECS FOR HEIGHTS/SIZES) -- 26 56 J EXTERIOR WALL PACK 07 71 1 74 E 07L10 f- Q 05 12 H A6 CEILING LEGEND IL L_ _J L -- 3-5/8"NON-STRUCTURAL METAL STUD FRAMING � 5/8"OSB 5121 15 20 B FLUID APPLIED WATERPROOFING ell05 20 B 052 A - - - - - - to EIFS-2"THICK I I OS 20 A 05 20 B 1121 B I 05 12 H 110 I E L /E I 3-5/8"NON-STRUCTURAL METAL STUD FRAMING LJ \ --- - - - 05121 / C2 5/8"TYPE'X'GYP BOARD 0520A EXPOSED 05 12 H EXPOSED 051121 U 1F -- -1 05 12 1 1 -- L f --1 —05 20 B OS 20 B I � ` _0520E 0520B L- -J - U p O Al 05 121 - 05 121 A301 ^ n/ J 05 20 A LI Q � m � O YJ O 05 12 H 05 20 A JLL w --- JJ Z m � r m � i A6 A5 G.. A3 Al km 26 56 00 26 56 00 26 56 00 6 56 00 - 26 56 0 300 Cl 265600 - - - 1 - - 07 24 B 26 56 00 10 73 A 10 73 A 26 5600 1 265600 A300 E1 10 73 D 26 56 00 Cl A300 07 24 B o I I I I I U 1- W a m w 3 Project number 9903 a Al 1ST FLOOR Date z 11/7/2014 1/8'.-1,_0„ Drawn by DLG o Checked by CHECKER m A110 3 Printed 11/6/2014 1 2 3 4 5 6 7 8 9 4:54A2 PM Scale As indicated 1 2 3 4 5 6 7 8 9 ARCHRECT AR-1532 SHEET REFERENCE KEYNOTES V e # DESCRIPTION 1 2 3 4 5 1117/201 IYNN S.NOf eW 0763 GA 20GA.ALUMINUM FLASHING ANODIZED I SIDE STATEOFiDAH_o__ 0771D MANUFACTURED GUTTERS AND DOWNSPOUTS _-- 07 71 1 MAIN AND SECONDARY ROOF DRAINS W/TOP CAGE FILTER 10 72 D 30"X 36"ROOF ACCESS HATCH(SEE SPECS) 10 73 A FABRICAMINGS I 10 73 DA METAL AWNING COVERING(SEE SPECS) ILL 090 V B.O.D.119'-T' B.O.D.119'-5" MF_I 0~ w Q — — — — — — — -} — - — — — — M F_i — — — I — — — — - - — — — — — --_ _I i 1 Q S W pQ� l ;4 A5 O.D.119'-2" j S JIII o<Go 1k, 0 B.O.D.119'-4" A8 B.O.D.116-10" B.O.D.119'4" B.O.D.118'-10" B.O.D.119'-4" O QI i�D y O zr�gv H — — — — — — B.O.D.124'-61/2„ — B.O.D.123'-10" A7 0 MF-1 (LLD, 0 B.O.D.124 4 3/4" 313 MF-1 0 Alk � �I 07 71 I 07 71 B.O.D.123'-61/2" — _ 64 �- B.O.D.124'-43/4° A2 A3 1=I 11 10 72 D -_III—I A500 w B.O.D.119'4" B.O.D.124-4 3/4" CD w �—UPPER C�B.O.D.119'-4"I B.O.D.119 4„ 07 71 I 07 71 1 — 4 LOWER ROOF B.O.D.123'-61/2" w B.O.D.123'-71/4" A6 A506 11. n I1-1 — n � as I I L= III I I 1=�I-1 I I-1 I I—III o I—II II—I III I—II �'� � z R2 III = �1 B.O.D.120'-1 =III III— 1 w -III-III- III III- s CO LOWER ROOF-1—III—III—III III=III III III III B.O.D.120'-1 3/4" �^ 0- - - -� - - - - - - - - - - - - - - - - - F7;� III-1 - =1 I=1II-1II=1II-1I II-III-T_IIIJ `'� # �°'` II III w =11IF III- B.O.D.124'-4 3/4' g III ASCD y" '' I MI Icamr- - UPPER ROOF E ICI 111 11 B.O.D.124'-4 3/4' 1I 1 I1 J�I 1II1 NOTE: R2 ALL RTU's TO BE PLACE ON t PREMANUFACTURED CURB PER t 1 t t t ' 1 MECHANICAL PLANS; SEE MECHANICAL FOR MORE R2 I INFORMATION; TYPICAL ��4f —III—L III IY�< � •F s ,=i� ., 1piv asos B.O.D.121'-)) 121'-0 7/6" III= 111111 LOWER ROO 0 0_ TYP.9 WALKING L � B.O.D.125'-3" B.O.D.126-T B.0 D.125'_3„ UPPER ROOF III III- -I H -1 f III-I _III O- - - - - - - - - - - - - -1�1=1I + E - #I r - - - - - - - II -II III II -III 11 illy Al 0 O z � Z TYP I11- TYP I� F co �� — h R2 III—III= Q J LL J FUR AROUND EXPOSED 1111 111111 _I O Q < STRUCT COL,SHEET W/ R2 I 1/2"OSB.FINISH W/EIFS O W z B O.D.122'-0" III—III I I—III—III III=III=1 � LOWER ROOF PROVIDE HEAT TAPE - — - Co B 0 D 126'-1 1/2" 07 71 D AT EVES,GUTTER Co AND DOWN SPOUT 1.� ADD END WALL W/3 5/6"MTL A6 A5 1 7 71 D A STD;SHEET W/1/2"OSB;WRAP B.O.D.122'-0" TYPICAL* .O.D.125'-11" ROOF MEMBRANE UP WALL B.O.D., . .126'-1 1l2" UPPER ROOF o MF-1 R3 R3 — I Al A3 — — — I — — — BOD 126-11/2"'�:.', I AS — — — � — 10 73 A o R1. _ _ — — — — — - _ _ — — — 07 63 GA —MF 1 — - — r 07 63 GA A300 E1 B.O.D.126'-1 1/2" 07 63 GA 7 63 GA A401 MF-5 B.O.D.126-2" — Uo 07 63 GA 73A A300 PROVIDE SNOW B.O.D.126'-2" I CLEATS ABOVE HEAT A 73 DA TAPE;(TYPICAL o' I I I I f U a m m Q 1 2 3 4 5 w 3 a SPOT ELEVATION KEY Project number 9903 Date o B.O.D.=BOTTOM OF ROOF DECK 11/7/2014 Drawn by DLG Al ROOF PLAN Checked by CHECKER 1/6"=V-0" d� A120 3° Printed 11/6/2014 1 2 3 4 5 6 7 8 9 4:55:29 PM 1 2 3 4 5 6 7 8 9 �RCHIrECT AR-1532 SHEET REFERENCE KEYNOTES 1.� # DESCRIPTION "21 111712014 07 71 L SECONDARY EXTERIOR BRASS DOWNSPOUT NOZZLE Z-0"AFF UNO LYNN S.MODBURv (SEE MECHANICAL/DETAILS FOR SIZING) STATEOFIDAHO 10 73 A FABRIC AWNINGS T 10 73 DA METAL AWNING COVERING(SEE SPECS) 265600 EXTERIOR LIGHTING(SEE SPEC/ELECTRICAL) E2 Al ROOF LINE BEYOND 26 56 J EXTERIOR WALL PACK MF-1 A300 WF-8 32 06 AP 6"DIAMETER STEEL TUBE FILLED WITH CONCRETE BOLLARD;PLASTIC Z v A500 COVER;SEE FINISH SCHEDULE V IQ WF_3 3350 AB NATURAL-GAS METERING cg0 = U aD r- , , 1 sw r T WF-4� 24:_0:, - --�24 0'I.I_.I I I.I I J 26 56 J ^T`r� `� 26 56 JI I lj I i 26 56 J WF�3 000- r- l v ._ 1 1L_1 L L.� T.:_�Y T 7.i�r I L CID LL Tf' _ LOADING DOCK - - _ WF 3 O o �1 1L.RAMPCURB, 1ST FLOOR U r m 07 71 L— N 0771 L ——— 100'-0 M � N � I co -- — 32 06 AP — T.O.LOADING — ____ 32 06 AP �96- DOCK RAMP LINE PETCO-LOADING DOCK ELEVATION E1N Al C1 T A7 A3 �El A2 A300 300 1 313 1 A300 ROOF LINE MF-1 ROOF LINE T. T.O.W.125'�" BEYOND WF-8 T.O.W.128'-0" BEYOND MF-1 I MF MF-1 T.O.M.123'-4" MF t WF ,8 ROOF LINE BEYOND WF-8 co WF-8 ii N1F-3 _ - WF-0 WF 10 � WF-10 ow 114 0°,' 0 T v wF-4 t 1 11;.-: _ _ • _ :.I - ..`.•.. 6 56 J... �M WF 10 0 - WF-6 1 WF-4 ter�'--r�--r .i. _ _ WF-3 err r I� rT� 1 yyF10 WF-3 "� .-WF-3 /i _ 1ST FLOOR �_3 100-0" T.O.F.94'�' GRADE — T.O.F.93'�" — — — SEE CIVIL -------- ----- GRADE WF-5 T.O.W.102'-0" 96'-0. -- -- -——————————— SEE CIVIL WF-5 "F9r-4" U 33 50 AB I I I I I C1 NORTH ELEVATION O 1/8"=1'-0" H p0 d > mo 1 2 3 4 ,,J�C 5 ca W () - ,. Q `v v SIGNAGE Q J Y J BY OTHERS .._.. ..:.. . . 3 E1 C1 A5 Al �lZX W QJ JAlA3300 TO.W 135 2" 300 A300 Q I T.O.R.136'-0" ROOF LINE BEYOND WF 8 / W T.O.W.12 .0" SIGNAGE T.O.W.123'-4" 1 T.O.W.128'-0" T.O.W.123'4" WF_g BY OTHERS J m m F-1 MF-1 WF b OOF LINE ND --- --- - --- SIGNAGE WF-8 ILL . MF 1 R BEY L) J." 1 MM -g BY OTHERS W 1 WF8 WF1 : T.O.M.115'-0 wF IF-6 ^ 0 �-g: - F-1 WF-8 NIF m 10 73 A 1073A 1 P N LL 10 73 DA 6 56 00 26 56 00 26 56 00 a v 26 56 00 A5 26 56 00 26 56 0 WF-1 26 56 00 6 56 00 Al 26 56 00 y wF r F-t r l Aj05 ' 1 5 2 .26V5600- _ 1ST L OR a c T.O.C.102'-0" — — — — — — — — — — _-- -- — — —"T.O.F9r4' - - —07 71 L wF-s WF-107 71 L WF_sT.O.C.100'-61 (CANOPYT.O.C.100'-8" (CANOPY T.O.C.102'-2" 3 OVERFLOW) OVERFLOW) Y a Project number 9903 a Z Date 11/7/2014 0 Drawn b DLG Checked A1_ SOUTH ELEVATION _-- y by CHECKER A200 3 Printed 11/6/2014 4:56:05 PM 1 2 3 4 5 6 7 8 9 sale 1/8"-l'-0" 1 2 3 4 5 6 7 g g LICENSED a ARCHITECT AR4532 SHEET REFERENCE KEYNOTES # DESCRIPTION 11f7/2014 07 24 G EIFS-CUSTOM SHAPE/THICKNESS SEE DETAILS LYNX SYgODBURY ( ) STATE OFIDAHC 07 83 GA 20GA.ALUMINUM FLASHING ANODIZED 1 SIDE 10 14 00 SIGNAGE(BY OTHERS) 23 70 A RTU(ROOF TOP UNIT)(SEE MECHANICAL PLANS) 28 AA J EXTERIOR WALL PACK L.L ccZ O W H zs 0�: dQ U r~ Q� C � 00- 0 Y ti 3 U J t � V N sM 'll lei w A B T T A8 I I I I I I I I I T.O.W.135'-2" MF-1 MF-5 Al I Q 23 70 A A301 ROOF LINE BEYOND A6 9 I 23 70 A ZO Wp_g 23 70 A 1 23 70 A 23 0 A pl 1•' JUl -- -- - -8 -- -- -- F-3 _ Q � F F_g F3. 0 F4 WF4 GROUND LEVEL F 4 WF-3; _ _ _1ST FLOOR 100' -------- — GRADE SEE CIVIL WF-5 "T.O.Fg-r-4 X' F1 EAST ELEVATION U VZ 0 B A W O j a > - Q J H G F D A8 T.O.W.135'-Z' m 0 MF-1 06 W U) (n e� Q � Al WF 8 W Y J I T.O.W.128'-0., I 301 / �"`151' O�y J f 11 J < 07 24 G AS MF 1 ROOF LINE BEYOND 10 14 00 j Z z_ V 07 63 GA1%] w � > -- - - - - - -- -- -- - - - - - - J m wF s WF-g -- — — -- � m WF-10 L�"S T.L` WF 8 U CL WF-4 .-26 56 J F-4 I WF-4 WF-3 r I FLOOR tl —————————19T V I 100'-0" --- --- ------------------ ---------------"T.O.F9r4 ----- -------- ------------------- BUILDING FINISHES NOTES: Ol 1. ALL ARCHITECTURAL CONCRETE TO BE COMPLETLY SMOOTH WITH ALL HONEY a COMB FILLED WITH CEMENT RUB °0 2. ALL ARCHITECTURAL CONCRETE FORM CONE TIES TO BE REMOVED 3. ALL STOREFRONT TO HAVE CONTINUOUS SEALANT BEAD BETWEEN MULLION AND ALL SURFACES U.N.O. � Al WEST ELEVATION Project number 9903 >� Date 11/7/2014 Z Drawn by DLG Checked by CHECKER A.201 3 Printed 11/6/2014 4:56:31 PM 1 2 3 4 5 6 7 8 9 Sale 1/8"=V-0" 1 2 3 4 5 6 7 8 9 ARCM ECT CAR-1532 FV 17'-0 1/2"R.O. SHEET REFERENCE KEYNOTES E1 # DESCRIPTION 1 1/712 01 4 A501 0881 BA 1"CLEAR NSULATED GLASS LYNN s.WOODBURY STATE OF IDAHO 10881 OB 1"CLEAR INSULATING TEMPERED GLASS V OS 81 BA 08 81 BA 08 81 BA 08 81 BA 0%1 BA Z N Cleo F 1, W V 2„ 2" 2„ 2„ N 2"— O N o H 09 >N �Q Vw EO LL 08 81 BA 08 81 BA 08 81 BA 08 81 BA 08 81 BA ED O a �w A503 Li 00- 00 w j A501 �� rvN (V b EQ EQ EQ EQ EQ 'll N -- - - - - - - - - - - - -—- - 1ST FLOOR n a 100'-0" v W 17,_0„ Ei E7 'II ULTA-FRONT RIGHT A503 A503 E1 STOREFRONT - - 1/2"=1'-0" (V 9 - (V N 08 81 BA OS 81 BA N 08 81 BA 08 81 BA Q Q FV 23'-0 1/2"R.O. q OS 81 BA 08 81 BA 8 81 BA 08 81 BA DS v D4 N — A505 A503 IIL R 08 81 BA OS 81 BA 08 81 BA 08 81 BA 08 81 BA OS 81 BA 08 81 BA 08 81 BA 08 81 BA / N 08 81 BA L / / / / N / LL 2" 2" 2" 2" 2" 2" 2" 2" O E4 E2 Q _ D2 0 20 >iv A503 A503 A503 rD cb LL D2 4 1/2" A5D3 2" 2" 4 1/2" 08 81 BA 08 81 BA 08 81 BA ao OS 81 BA OS 81 BA OS 81 BA OS 81 BA A503 08 81 BA 08 81 OB 08 81 OB 08 81 BA a0 / N A503 o EQ EQ EQ EQ EQ EQ EQ Di D1 A503 _ --_ ____—_ _ _ 1STLOOR 1STFOORn N 1STFLOR 100-0 - - 1 0�_0, 100,_ 3'-81/4" 3'81/4" 2'-111/2" 3'-81/4" 23'-0" TA 1/2" 6'-7 3/4"FV ULTA-FRONT 1 i C1 STOREFRONT LEFT - €STIBULE LEFT ULTA-VESTIBULE RIGHT ,_ C5 ',S.bREFhONT _C7 STOREFRONT Z 1/2"-1,_0„ '0" 1/2"=1'_0" O `O 20'-0 1/2"R.O. O Al r Q A502 E1 A503 — LiAp W.,■ Q / uj N otS J Calcn 08 81 BA OS�BA 08 81 BA 08 81 BA 08 81 BA 08 81 BA OS 81 BA W i 08 81 BA OS 81 BA 08 81 BA 08 81 BA 4 08 81 BA 08 81 BA 08 81 BA J J LL (V 4 1/2" 2„/ 2" 4 1/2" �� m m 08 81 BA OS 81 BA OS 81 BA A / 08 81 BA •' 08 81 BA / 8 / / 08 81 BA A A/ Y" in OS 81 BA / U O O O F_ Dz 6' it Dz 4 -0"DOOR q TIP A503 '6'-0"DOOR E4 65 E4 Y_ 2" 2" 2" \\ 2" 2" A503 A503 \\ A503 \\ C5 (Cl / � A50 y A503 = O X 08 81 OB 08 81 OB O O\\ 08 81 OB 08 81 OB 08 81 OB bo 08 81 OB 01 oa 81 OB 08 81 os a 81 OB a m ' q5 AS a A503 A3 Q 'A503 F 1S FLOOR Il Ld—_ 1ST F OR n 100'-0" V 1 0' Project number 9903 a 4'-5" 6-2" 4'-5" Date 0 3'-5 1/2" 3'-5 1/2" 3'-5 1/2" 6'-2" 3'-5 1/2" 11/7/2014 a z 15'-0" Drawn by DLG 20'-0" Checked by CHECKER Al ULEENTRY ULTA-ENTRY STOREFRONT A5 STOREFRONT A210 1/2"=1'-0" 1/2"=1'-0" 3 Pnnted 11/6/2014 4:58:41 PM 1 2 3 4 5 6 7 8 9 Brae ,/2„=V_0" 1 2 3 4 5 6 7 8 9 ALICENSED RCHITECT 66 AR-1532 SHEET REFERENCE KEYNOTES # DESCRIPTION 111712014 LYNN S.WOODBURY 0881 BA 1"CLEAR INSULATED GLASS STATE OF IDAHO OB 81 OB 1"CLEAR INSULATING TEMPERED GLASS Z L p 5 _ J w C2Q OHv QL/1y a,n o_ 0 i CA o o¢G O O W J Y uh w ,�I a 0 v m a U � 00 H Q ❑ 0 A I a FV A502 1/4" FV . W co 12'-10"R.O. a 12'-10"R.O. � J c — N Et 1/4" c� 1/4" Q LU w cn // A503 r Y 1/4" A501 1/4" EQ // EQ // EQ // J Z Q < LL N � Z 2" 2" OS 81 BA 2" OS 81 BA 2" 08 81 BA 2" 0w 60 LL m v 08 81 BA 08 81 BA 08 81 BA 08 81 BA A503 C9 A� W m 08 81 BA 08 81 BA 08�1 BA 08 81 BA li U 0 A503 A503 co (V D' V' q2" 2" 2" 2„ 2" �\ \\ LL q 08 81 OB \ 2" 2" 2" 2" 2" vuv \\08 81 OB 08 81 OB \ 08 81 OB B3 B3 A503 A503 �\ 0 OS 81 OB 08 81 OB OS 81 OB 08 81 OB 0 08 81 OB 08 81 OB 08 81 OB 08 81 OB 50 08 81 OB 0 08 81 OB 08 81 OB U 08 81 OB\\ D1 a W ti _ _ _ 1ST FLOOR_n __ 1ST FLOOR n _ 0D _ _ _ _ _______ _ _ __1STFLOORR 100'-0" V 100'-0�1 100'-0" 1 w EQ EQ EQ EQ 3 18'-8" EQ— Q EQ EQ EQ Y Project number 9903 z 12'-9 1/2" 12'-9 1/2" Date 11/7/2014 0 z Drawn by DLG U Checked by CHECKER PETCO-FRONT LEFT PETCO-FRONT RIGHT m Al STOREFRONT A4 PETCO-ENTRY STOREFRONT A7 STOREFRONT A�� 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" A2 3 Printed 11/8/2014 4:58:45 PM 1 2 3 4 5 6 7 8 9 Sale 1/2"=1'-0" 1 2 3 4 5 6 7 8 9 ACHRCT AR-x532 B A SHEET REFERENCE KEYNOTES a — - — — _ # DESCRIPTION 111712014 I 033000 CAST-IN-PLACE CONCRETE NNS.R00DBUHY STALE OFIOAHO Al 0 0512 H L-ANGLE(SEE STRUCTURAU DETAILS) G F E D C A301 V 05121 TUBE STEEL(SEE STRUCTURAU DETAILS) 05 20 A STEEL JOIST FRAMING(SEE STRUCTURAL) 05203 STEEL GIRDER TRUSS(SEE STRUCTURAL) 0711 D 2"PERIMETER RIGID INSULATION 07 55 J MECHANICALLY FASTENED AND HEAT WELDED AT SEAMS ROOFING MEMBRANE >= ,n R2 22 03 CA EXTERIOR NO FREEZE HOSE BIB WITH LOCKING CABINET;SET 2'-0"A.F.F.U.N.O. I�O H �. I I 23 70 A RTU(ROOF TOP UNITHSEE MECHANICAL PLANS) 31 11 CC COMPACTED GRANULAR BASE dQ - 05 20 A Sim z 520A 05 O 4S 05 20 A 05 20 B 5121 20B 05 12 I I I A310 ULTA 3c) �nNm I I AS 100 I I A312 I I I I �ii �i% I I I 7 33000 �Q W I I q,_0„MIN I I 4'-d"MIN i/ I O TYP 31 11 CC TYP e,„. 1STtFLOOR ,1 1001-011- -o � 0711D 0711D LE 33000 03 30 00 ULTA-FRONT TO BACK BLDG E1 SECTION 3/16., z 0 A B IL OC Al C D E F H sa s J Ll A301 A6 A382 4 x I 23 70 A A!on 23 70 A aN , 07 55 J I 07 55 J <: I I R2 07 55 �. f f I 05 12 H--J I 05 20 B 05 12 H 05 O B a 1 05 20 B I I I AS Slm A4 SIm I I I i 4'-0"MIN 0} TYP U A 3 11 C 07 11 D 2 1ST2 03'C : "111" M .� n t: -- — — — — 'I I FLOOR 0711 D PETCO&ULTA-FRONT TO Cl BACK BUILDING SECTION O f� 0 �t�" t�H� B r 0- m 0 — — LLJ U)LL] cn QQ I I I = wLL E Al J m m 301 wF-a a R2 F23 70 A I 1 m 23 70 A V I I 05 20 A 05 20 A I I A3 Sim 05 20 A 5 20 B 05 20 A 05 20 B A311 05 20 E 05121 05121 05 121 PETCO A313 I 101 I WF-9 U a 4'-0"MIN 14'-0"MIN F I TYp 03 30 00— TYP P(F-5 Q _ 1S>T LOO-R n w I 100,_0„ V 3 07 11 D 17317 CC 03 30 0 03 30 00 — — I Project number o9903 a J Date 11/7/20142014 Drawn by DLG Q U Checked by CHECKER PETCO-FRONT TO BACK A300 Al BUILDING SECTION 3 3/16"=1'-0" Printed 11/6/2014 5:0107 PM 1 2 3 4 5 6 7 8 9 sale 3/16" 2 3 4 5 g 7 g 9 LICENSED ARCHITECT AR-1532 SHEET REFERENCE KEYNOTES # DESCRIPTION 111712014 033000 CAST-IN-PLACE CONCRETE LyxxS.YfJ00Eufiy STATE OFIOP1p 05121 TUBE STEEL(SEE STRUCTURAL/DETAILS) 05 20 A STEEL JOIST FRAMING(SEE STRUCTURAL) 05 20 B STEEL GIRDER TRUSS(SEE STRUCTURAL) 06 16 DC 5/8"DEB 07 11 D 2"PERIMETER RIGID INSULATION , 071400 FLUID APPLIED WATERPROOFING �z m LL 07 21 HR R-32 BLOW414 INSULATION 0 072413 EIFS-2"THICK 07 71 D MANUFACTURED GUTTERS AND DOWNSPOUTS .i 09 22 AA 3-5/6"NON-STRUCTURAL METAL STUD FRAMING a 23 70 A RTU(ROOF TOP UNIT)(SEE MECHANICAL PLANS) 3111 CC COMPACTED GRANULAR BASE Q m oG 0 OQm Op F c� ooZ fnH U IL 1 W f 4Qr 1� 2 1ril { � a T.O.RjF1 -0" I Al D3 SIM E1 D3 SIM ;{ '40 V— A300 Aso1 A300 Q STRUCTURAL asol r2,` SUPPORT WALL SEE CROSSSECTIONR1R3 6• " SIM. �2, R3 Cl A504 Cl 07 21 HR �` 17 n A504 UNDER SUPPORT MSD M6H MSH WALL ONLY ur r s: 07 71 D MBH I M6H M6D 1{) OS 20 07 71 D EXTENDED Q A6 MSA TRUSS TAIL MSA M6D I D6 Aso1 D6 A500 A500 �g 09 22 AA 06 16 DC M6A 9 22 AA M6A 6 16 DC 7 0714001 D6 asoo >y ASDo 07 24 B D8 �07 24 B 68 Mse A500 B8 DS A500 A500 v D6 D6 D6 Asoo I A500 A500 4 D6 MSJ A500 M6J E4 E4 E4 MSD A8 AS ' A500 A500 MBD A50a E4 A500 I A5o0 5 0 s " A50o A8 Q Y I A500 —- - — - 1ST FLOOR d1 'FLOOR - - - ll - 1ST -- - - 1 OO'-O�� ..6��ii _, 6'�1"—..�D — ioo,-o,, js a U _C1 PETCO-TOWER ROOF SECTION C4 SECTION TRY SIDE TO SIDE 0 co 3/16"=1'-O" -- 3/16'=1'-0" ® z I- C) p 0, � _I— Q .- U m o W w cn - 3 Q 23 70 A �23 70 A I 5Q � � - OS 20 A A300 / R29' 05 20 A� Cl 23 70 A Al 23 70 A ® D z „ L 300 300 1 J m f- m I 05 20 A R2 05 20 A li. _05 20 B 05 20 B A /1\/ ADJACENT BUILDING Al I I �05 20 B �05 20 B A313 Al U1 OA 05121 ULTA ' 100 I O512I A2 A312 I I A313 PETCO PETCO 1 I 101 101 a ' 4'-0"MIN m TYP 4'-0"MIN I 03 30 00 3 30 00 TYP a —- - -I- 1 ST FLOOR Q I 100'-q 0711D ' 07 11 D 31 11 CC 03 30 00 projec number 9903 Y I 03 30 00 03 30 00 1 31 11 CC a p 03 30 00 Date 11/7/2014 Drawn by DLG Cbeckedby CHECKER O Al BUILDING SECTIONE TO SIDE A�O1 3/16"=1'-0" 3 Printed 11/6/2014 2 5:01:13 PM 1 3 4 5 6 7 8 9 Scaie 3/16"=1,-0„ 1 2 3 4 5 6 7 8 9 J..Rl SHEET REFERENCE KEYNOTES# DESCRIPTION 03 30 00 CAST-IN-PLACE CONCRETE 033300 ARCHITECTURAL CONCRETE 0512 A STEEL COLUMN(SEE STRUCTURAL) 05121 TUBE STEEL(SEE STRUCTURAL/DETAILS) 0512 J WIDE FLANGE BEAM(SEE STRUCTURAL) 05 12 X STRUCTURAL STEEL BRACING;SEE STRUCTURAL Z F 05 20 A STEEL JOIST FRAMING(SEE STRUCTURAL) w 063000 METAL DECKING(SEE STRUCTURAL/DETAILS) O G 0711D ZVERIMETER RIGID INSULATION 07 21 GP I R-321NSULATION VALUE 0721 HR R-32 BLOW-IN INSULATION r m o 07 24 G EIFS-CUSTOM SHAPE/THICKNESS(SEE DETAILS) 07 55 J MECHANICALLY FASTENED AND HEAT WELDED AT SEAMS ROOFING MEMBRANE S w W 63 GA 20GA.ALUMINUM FLASHING ANODIZED 1 SIDE 1073 DA METAL AWNING COVERING(SEE SPECS) ® 26 56 00 EXTERIOR LIGHTING(SEE SPEC/ELECTRICAL) O Q 31 11 CC COMPACTED GRANULAR BASE A ® F � LL O 0 ~Y m T.O.W.135'-2" SIM. 4 T.O.W.135'-2„ T.O.W.135'-2° Q eee w 5 v D3 (((��\111 zm�� A501 B a$ MF-1 MF-1 MF-1 �U ry m�. I I 'll 0 — ),.1F_g w I I D3 WF-8 I A501 — � ,II12" wF-g ' 12" 1 J R1 q MF-1 D3 A3 A541 TOW 1280:: i Aso nsol �'� y" I R1 I MID 07 63 GA A561 07 55 J MF-1 07 21 HR MBDrl lsz) R2 h R2 , T.O.W.128'-O",t, R2 I ? 05 30 00 WF-9 � 1- 07,21, ,♦ i WF-g 0724G ,r9t :� 0520 A 05 12 J ' 7 F fj° lu EXTENDED �f ''�l�S I�, Z WF_g TRUSS TAIL a r r „�. 0512 J v 05 12 J Q 05 12 J 05 12 J > 0512 J 05 20 A y WF_q 0512X Wawa " M6D70A€ 05 12 X a ,�t �Yx i ' I MBH W F-9 MBD "A581 M6B .., 05121 ULTA wF_g �- a 0512'1 Al I WF-1 100 Bo1 Bo1 A6 Asoz WF-6 WF_g A505 ULTA 05121 WF-1 1"ROD& 0 ULTA V4F-1 1 100 TURNBUCKLE;;�,' ' 100 FV LENGTH WF-6 WF_6 WF-1 0 A4 U wF_1 PAINT E1 C2 Aso2 MSJ \ EXPOSED WF-g Aso3 Rat \ - T.S.BEAMS ct INF-1 _ 'TYPICAL' D3 co _� -AWNING NOT SHOWN 10 73 DA O A505 iv _ \1� FOR CLARITY; iv WF 6 05 12 A � � \� SUBMITTAL&SHOP 0512 X _ 05 12 J - xJ: l� DRAWINGS REQUIRED 05 12 J - -- -- 05 12,f MBJ WF_6 ULTA 1'6 3/4 3,_6„ 'F Z > 0 kNF-1 - 100- GAP .^^,, ® J Q D 5 W F-6 M6F W F-1 I..L M6J iv A50c - wF ',�..�"'. N ULTA-VESTIBULE WF-106 m 102 WF-6 o U U) WF-6 wF-6 26 56 00 4 26 56 00 UJ y J F- r f^ W6 '� WF-1 V, < Q wF-1 ;� wF-1 05 12 X 00 r'(F 1 J W LL O0 WF-6 O 04 Z WF-6 0? wF_6 WF_6 WRAP CORNER WITH Q J o - I BRAKE METAL;SEE WF-1 05 12 X DETAILS co li. WF-1 —- wF-1 WF-1 '1 AlC9 A7 A8 WF6 U A501 (V ASOt ).,)F_5 A500 A500 <V WF-1 03 33 00 33300 wF-5 D` D1 As 3 03 30 00 0 03 30 00 ctoA c ASD3 WF-5 iv 1- N 0330 0 a -�N' 3 30 00 q 0711D 3111CC 14", 0711D _—_— 1�T�FLOOR ° 1ST FLOOR 07 11 D °' 1ST 100�0� 07 11 D 0711 D100,_0"v - h- -—- - - 100'-Ojj� —R OL _ 1ST LOO L ° 00'_0„ 4 0 T.O.F.97'-4" T-2" 3 33 00 C6 31 11 CC T.O.F. T.O.F.9T 4" l0 31 11 CC 31 11 CIRV 6 5/8 °: TYP ° I o 03 30 00 03 30 00LU LU UJ •��V U U: a W 4,_0"MIN LZO SEE SEE T.O.F.97'-4" TYP 6 5/8' 03 30 00 STRUCT STRUCT 4'-0" SEESTRUCT Y a Project number 9903 a O Date 11/7/2014 z ULTA-FRONT BRICK WALL ULTA-FRONT BRICK WALL ULTA-FRONT TOWER SIDE ULTA-FRONT METAL AWNING Drawn by DLG Al SECTION A3 SECTION W/SF A5 COLUMN SECTION A7 WALL SECTION Checked by CHECKER 0 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2" d A310 4 3 Printed 111612014 5:01:20 PM 1 2 3 4 5 6 7 8 9 scale 1/2"=1,_0„ 1 2 3 4 5 6 7 8 9 ' ARCHITECT AR-1532 SHEET REFERENCE KEYNOTES # DESCRIPTION 1117/2014 LYNN 5.Y.000BURY 03 21 C #4 CONCRETE REINFORCEMENT BARS STAIE0F I0AHo 033000 CAST-IN-PLACE CONCRETE 033300 ARCHITECTURAL CONCRETE 03 46 E PRECAST CONCRETE WALL CAP 05 12 A STEEL COLUMN(SEE STRUCTURAL) 05 121 TUBE STEEL(SEE STRUCTURAL/DETAILS) Z 05 12 J WIDE FLANGE BEAM(SEE STRUCTURAL) ti LL 0512X STRUCTURAL STEEL BRACING;SEE STRUCTURAL O fa 05 20 A STEEL JOIST FRAMING(SEE STRUCTURAL) 07 11 D 2"PERIMETER RIGID INSULATION 0721 HR R-32 BLOW-IN INSULATION 26 5600 1 EXTERIOR LIGHTING(SEE SPEC/ELECTRICAL) w o 3111 CC COMPACTED GRANULAR BASE m B4 B C1 A7 O� �2 4 A504 ft3 A504 O i q 00- 0 O o r 4J v z ti m I 3U B A7 B4 R3 Asoo —, A504 w _ aaa M6D I M6D 6'-2" W F-9 £.: M6D CLEAR D6 C1 I B Asoo A M6D r E6 E6 B T O W 123 4 Aso1 A501 WF-q T.O.W.123'-4" 0721 HR 721 HR C4 �- A502 EXTENDED " TRUSS TAIL i- 05 12 J 05 12 J C4 Asoz WF-8 EA 06 I I WF 8 1 ? Q U5 12 J 05 12 J Asoo 0520 A 05 20 A J 05 20 A� 05 12 J , 0520 A I 05 12 J # tea: 05 12 1 0512 X 05 12 X M6D M6J 7 I E2 CDi M6F Ci A502 05 12 A { 3 48 E PETCO05121 w WF D6 A500 Asoo 101 C7 T.O.M.114'-0" PETCO A5 0 d+ A503 MS1A 101 s C7 `F 05 12 1 SIM. 0512 X—/ ASoz A4 05 12 X A502 i0' 0,y"'k',m� MS1B 0512 1 "�� 0512 1 WF_e o I` ". U M6F PETCO P MSD ETCO 265 00 [101 101 26 56 00 05 12 X MszA O bs O 05 12 X--- o n _ anoa LU J Q A500 WF-9 i M6J - - M 0512A q N N � Co a Q od U Y J Cn MSiB 05 12 X 4 rE 4 BD J J Q < F-5 A500 MS2A J > I ° ° 133300 50 wF-5 D1 CoC13A _ 3 30 pp _ WF-5 A500 A501 M ^ 03 30 00 li --- R 033000 07 11 D033000 1S T FLO 07 11 1S 0711 D T0OO 07 11 D 1ST FLOOR T F1L—O 13" - 100 0 O4 361/8' 100'0" _p" 10„ 1-0'_0 -0 f�/1 `1 C13A> 1,_01, 31 - D'. T.O.F.97'4" ' c1oA Z D6 °, LOADING DOCK 31 11 CC 31 11 CC T.O.F.97'-4" O BUMPER CURB; 311 CC 7 5/8" ca 7 5/8 7 5/8" ¢ LOCATION 03 21 C F I— w (1)HORIZONTAL i4 VARIES W= 4 LL,W= D Lu D. W 4 m� rnF- rnF- p w vo 03 30 00 cn SEE S RUCT. . SE w ° p _ STRUCT It@ 221 C LOCANG DOCTION ON VARK RAMP;SEE ST UCT > SITE PLAN O p. LOADING DOCK a U FOOTING;LOCATION w VARIES;SEE F ° D. ELEVATION F Q w SEE STRUCT 3 Y Project number 9903 a z Date 11l7/2014 0 z Drawn by DLG PETCO-FRONT TOWER PETCO-FRONT TOWER W/SF PETCO-FRONT WALL SECTION PETCO-FRONT WALL SECTION PETCO-LOADING DOCK CMU Checked by CHECKER Al COLUMN SECTION A3 SECTION A5 W/BRICK A6 W/BRICK @ SF A8 SCREEN WALL SECTION m 1/2"=1'-01, 112"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" d 3 - Printed 11/6/2014 5:01:26 PM 1 2 3 4 5 6 7 8 9 Bala 1/2„_,,_p„ 1 2 3 4 5 6 7 8 9 ALICENSED RCHITECT AR•1532 SHEET REFERENCE KEYNOTES # DESCRIPTION 111712014 LYNN 6,WOODBURY 033000 CAST-IN-PLACE CONCRETE S7A7EOFIOINO 033300 ARCHITECTURAL CONCRETE 0421J BRICK MASONRY-EMPEROR-4X4X16 0512 H L-ANGLE(SEE STRUCTURAL/DETAILS) 0512 M GALVANIZED L-ANGLE(SEE STRUCTURAL) 05 20 A STEEL JOIST FRAMING(SEE STRUCTURAL) z N 05 20 B STEEL GIRDER TRUSS(SEE STRUCTURAL) 0711 D 2"PERIMETER RIGID INSULATION O G 0763 GA 20GA.ALUMINUM FLASHING ANODIZED I SIDE 07 71 MAIN AND SECONDARY ROOF DRAINS W/TOP CAGE FILTER zs dd 771 L SECONDARY EXTERIOR BRASS DOWNSPOUT NOZZLE 2'-0"AFF LINO(SEE MECHANICAL/DETAILS FOR SIZING) w 09 22 AA 3-5/8"NONSTRUCTURAL METAL STUD FRAMING 09 29 AA 5/8"TYPE'X'GYP BOARD ti 3111 CC COMPACTED GRANULAR BASE �/ $ 0 o In � s � o O 0 n U III 19.1 Q �fwr I II wt I 6... 3 SIM. Q MF-1 T.O.W.128'-0" A3 MF-1 1 T.O.M.128'_0" D4 ' Aso1 D4 A504 T.O.M.128'-0" y' A504 B05 T.O.M.126'-8" 0763AF-'GALTrTO.My 1— MF-1 — MF-1 WF-8 Ms1 Y R2 2 Y- 1 R2 Eo a V Ca V 1 p Y E2 m wF-e m � RI wF-8 1 A500 — I I 7711 R2 Z WF 6 R2 "�. J MS3A �� 0512H A505 if _ m MS3B 0] MS R2 i -05 20 A '!! A O 05 20 A S 20 A 1 _ k Y M6D B3 A505 2 v MS3A U v WF-6 1 05 20 B Ms28 �� 04 21 J / O _ U c MS3B U o WF-1 MS2A _ m d' m B1 A501 I E1 •' i`. ,�.. - ` ', `"'s' sl ",a,arms 1 MSIn 'h 09 22 AA A503 - 0929 AA wF-6 U- U_ 1 m m°0 4"BLDG Msze WF U GAP777 ADJACENT BUILDING Ms3n Mes WF-6 io 1 Y- ULTA Y 1 ULTA �� MS M8B m MS38 100 m WF 1 1 rd l0 ULTA WF 0 1 hr_J 100 U_ \___._ — U -.. WF'6 0 O — LLJ MS1A M m 6B 100 ro _ _— :_ ^nS IA m -_ - A ® —1Q ULTA _ Li m Q f Mssa 0512M ULTA-VESTIBULE ULTA r 1 Msze 102 100 wF-, 06 U BS ULTA \u,J (I� I A505 100 < J M 6 '77. J J LL - 0] m m i o MS2A rk I INL'J�I� !'r..� MS7A U WF-b E1 WF 1 A,as I Al M 07 71 L wF-5 A501 0711 D c1aA 1 De 03 30 00 03 30 00 3 30 00 b 03 33 00 03 30 00 31 11 CC 31 11 CC C6 31 11 CC N 07 11 D 03 30 0 CB 1ST FLOOR 1ST FLOOR � 1ST FLOOR 1 T FLOOR � 1ST FLOOR __ _—1S FLOOR - - I — —� —- -—- n 100'_0� -—- 0 100' - - - - -- 100'_0� —- 100'0� -—33300 100'-0'� 100'-0' 03 30 00 c7A a 03 30 00 0 > a N 31 11 CC C6 07 11 D N 7 11 D T.O.F.9T 4" T.O.F.97'-4" T.O.F.97'-4" 31 11 CC 1a„ T.O.F. 0 03 30 0 03 30 00 7 S 07 11 m LU IN14 w `wj I' W? " F Q 03 30 00!7"�� U) U) y� 03 30 00 w SEE SEE SEE STRUCT SEE STRUCT. STRUCT Project number 9903 a o STRUCT Date 11/7/2014 Drawn by DLG 6 ULTA-NORTH TOWER COLUMN ULTA-NORTH TOWER MIDDLE ULTA-VESTIBULE WALL ULTA-FRONT SW CORNER Checked by CHECKER Al ULTA-WEST WALL SECTION -A2 ULTA-NORTH WALL SECTION A3 SECTION A5 SECTION A6 SECTION A8 WALL SECTION 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1!2"=1'-0" A312 3 Printed 11/6/2014 5:01:33 PM 5 1 2 3 4 5 6 7 8 9 Sale 1/2"=V-0" 1 1 2 3 4 5 6 7 $ 9 LICENSED �J ARCHITECT AR-1532 a SHEET REFERENCE KEYNOTES C # DESCRIPTION of 4/21/2015 0321C #4 CONCRETE REINFORCEMENT BARS LYNN S.WOODBURY 033000 CAST-IN-PLACE CONCRETE sTA1EOFloaHo 05 12 H L-ANGLE(SEE STRUCTURAL/DETAILS) ., -. ._ ..... .. .. 05 12 J WIDE FLANGE BEAM(SEE STRUCTURAL) 05 20 A STEEL JOIST FRAMING(SEE STRUCTURAL) 05 20 8 STEEL GIRDER TRUSS(SEE STRUCTURAL) 07 11 D 2"PERIMETER RIGID INSULATION I - 7 26 56 J EXTERIOR WALL PACK L LL 3111 CC COMPACTED GRANULAR BASE O w H x L ¢ CM Q U F 0¢ o O ¢3¢ z W 8 3 G ¢ M N Al A504 3 p N 7 E2 T.O.M.125'-4" B7 A500 A506 5 Z 05 12 J H MS1 a LU o T.O.M.123'-4" A� MF-1 T.O.M.123'-4" 0W co 0 O a8 WF8 w p �p E2 0 W w _.._..... . Asss 05 12 J 0512 H4i 0 R2 MF-1 Y �_ ¢ ¢LU F JF J LU Op Ms1A 0512 H WpZLU o w 0 z R2 AS Ix 0 W�0 Asm aO am0 ZD 05 20 B # N 00 OS 20 B Msza A8 05 20 B S2B A507 V V MS M6D zs 56 J M E N PETCO ULTA PETCO PETCO 101 AS Msa 100 101 101 Asa? 77, M51B O MBB MS1A MSiB MBB 77 PETCO M51 MEL 101 FIRE RISER& r V, iQo MS2A ROOF ACCESS - ULTA LLJZ > ZD Ms 103 100 ^ O06 J Q 1-0 V W C6 N Q W Y J J Q Q LL MSiB 9 MS1B V = J LU Z 3 21 C ��jj Co m COL.BASE 24"O.C. AS A TYP A507 Y. 033000 Ms 03 30 00 q 1"CHAMFER 03 30 0 "' " 10" O 3 30 00 ce 31 11 CC 31 11 CC 033000 3111 C iv p 31 11 CC ° C10A 03 30 00 �k— _ ST F OOR __ _— 1ST FLOOR _ ___ 1ST FLOOR _ 1ST FLOG _ /FiST, FLOOR 10 '-0' `1 100'-� 100'-0" 100'- o d e 100'-0� D3 30 00 1 0 O ° 07 11 D c C6 07 11 D 07 11 D T.O.F.97'-4" 3 30 00 > 03 30 0 NO3 30 00 : 31 11 CC c6 T.O.F. 11 D 03 21 C w T.O.F.97'-4" W 1 HORIZONTAL ILL 11 CC 31 11 CC 03 30 00 03 30 00 U Lli w U U D A U N { p toC8 W U) SEE SEE STRUCT ¢ SEE Ls- RUCT 03 21 C > STRUCT @ 24"O.C. = F- N W 0 ° SEE STRUCT Project number 9903 Lu 3 Date 4/21/2015 a ULTA&PETCO-DEMISSING PETCO-NORTH LOADING DOCK PETCO-NW CORNER WALL ULTA-DUMPSTER ENCLOSURE Drawn by DLG a. Al WALL SECTION / r� PETCO-EAST WALL SECTION A4 WALL SECTION AS SECTION A7 CURB TO BUILDING Checked by Checker z 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" A313 Printed 4/21/2015 8:43:32 AM 1 2 3 4 5 6 7 8 9 Scale ,/2 = p 2 3 4 5 6 7 8 9 i SHEET REFERENCE KEYNOTES# DESCRIPTION111033000 CASTAN-PLACE CONCRETE LYNNSTA 05 52 AS 2"PIPE RAILING 0711 D 2"PERIMETER RIGID INSULATION OB 33 CA MOTORIZED OVERHEAD COILING DOOR 11 01 C LOADING DOCK SEAL AND SHELTER(SEE SPEC/DETAILS) 22 03 DA LOADING DOCK TRENCH DRAIN;SEE CIVIL 31 11 CC COMPACTED GRANULAR BASE Z LL w O H C2Q Sw t- Op� o 0 O U WL 1 E2 T.O.M.125'A" A500 a s sS 5 f s. r' R2 I Qi Kn i 20 - VHF-3 m v v NF-3 Lp 11 U o v I SIM. I I E6 I I Asoo O 11 01 C ` O LLJ r Z Q CoM_ a } 3 Es 0 /1 I I II r (n Q _ 2 HANDLE J J LL MF-2 EXTENSION W y 05 52 AB 1 Z 3X1X.188 m co " O TUBE STEEL tee, r Lu 03 30 00 r ¢ WELD RAILING _—07 11 D — — 1 ST FLOOR /\ w g POST BASE TO ' 100'-0� W-BEAM x, 31 11 CC N R2 22 03 DA c1aA ,o- 33000 z T.O.F.93'-4" e. p. 31 11 CC LLJ F a U Q I � w SEESTRUCT 3 Y a Project number 9903 O Date 11/7/2014 z - Drawn by Author a ULTA&PETCO ROOF TO ROOF PETCO-LOADING DOCK WALL Checked by Checker A6 LADDER SECTION A8 SECTION 1/2"=11_0" 1/2"=1'-0" AM 3 Printed 11/6/2014 5V A5 PM 2 3 4 5 6 7 8 9 sale 1/2"=1,_0" LICENSED 1 2 3 4 5 6 7 8 J ARCHITECT ccAR-1532 SHEET REFERENCE KEYNOTES d a # DESCRIPTION 11/7/2014 LYNN S.WOODBURY ULTA A7 ULTA-VESTIBULE ULTA 0512X STRUCTURAL STEEL BRACING;SEE STRUCTURAL STATE OF IDAHO 1 00 I 102 100 07 71 I MAIN AND SECONDARY ROOF DRAINS W/TOP CAGE FILTER 07 71 L SECONDARY EXTERIOR BRASS DOWNSPOUT NOZZLE Z-0"AFF UNO(SEE MECHANICAU DETAILS FOR SIZING) 1073 DA METAL AWNING COVERING(SEE SPECS) LL GAP > GAP O 2" LL co 2" _ J C4 A7 rO Q WELD T.S.CANOPY a A301 � O SUPPORT TO T.S.VERT I— w COLUMN;SEE STRUCT; C2 Q El 0 TYPICAL N o I 7711 A7 9 I I oam A502 O a a qp ql a I _ ¢ Oa �w NOTE: O a s,L- S R4 g ,'-10 7/8" a O IY o a F I EXPOSED DRAIN LINES 1/8"PER FT MIN. 118"PER FT MIN. 1/8"PER FT MIN. < v w�a 00 TO BE COPPER; ROUTE n 1"ROD TURNBUCKLES 1"ROD TURNBUCKLES U n N DRAIN LINES INSIDE n5o2 TOWER COLUMN; PROVIDE EXTERIOR 10 73 DA DOWN SPOUT NOZZLE FOR OVERFLOW AND w CONNECT MAIN DRAIN V-103/4" 10'-01, s'-103/4° TO STORM DRAIN ULTA-ENLARGED CANOPY E1 ROOF PLAN Ll 3/4"_,_0, 3 zz 1 0. ULTA p� Al l00 V 1 � 4 83 ULTA z A4 M5B 4J A503 100 MBJ M6J O A506 2"CHAMFER TO WRAP CORNER RETURN BRICK TO RETURN BRICK TO SIM, B3 WALL @ OPENINGS; C14A WALL @ OPENINGS& A503 TYPICAL WALL ENDS;TYPICAL 1 3 ULTA-FRONT SW CORNER ULTA-FRONT SE CORNER rDl'N ENLARGED PLAN D4 ENLARGED PLAN 3/4"_,_0„ 3/4"=1'-0„ 2 E4 A210 Asoa A7 A503 E1 A5 U A300 �� - - - - - - - - - - ® 3:- - - - - - - - - - - - - - 0 L C7 A210 w' Q A210 C5 C) ® J Q o ULTA-VESTIBULE UJ LL_ ULTA 102 ULTA W 2:J 100 l00 A6 LL m I A Q m SIM 05 12 X A7 14'-3"CLEAR _ _ A503 05 12 X Al U 7 A503AS MSF A503 As° M6F A503 LU 1 A — — A C7 z v Mw MBJ z 2 C4 99 A301 N � I n o' Al F 07 71 L A210 a I 1/8' 5'-1 3/4" 1/8' 6-10" 13'-2" 1/8' 5'-1 3/4" 1/8' _ _ m Q FRAMING FRAMING w 3 6-4 20'-0" 6'-4" Y w Project number 9903 i FOUNDATION FOUNDATION Date 11/7/2014 O z Drawn by DLG a 2 ULTA-FRONT ENTRY Checked by CHECKER m Al_ ENLARGED PLAN pA4OO 3/4"=,,_10„- 3° Printed 11/6/2014 5:01:49 PM 1 2 3 4 5 6 7 8 9 scale 3/4"_,,_o„ _ 7 8 4STATE V A3PETCO SHEET REFERENCE KEYNOTESDESCRIPTION 05 12 A STEEL COLUMN(SEE STRUCTURAL) - _ - 05 121 TUBE STEEL(SEE STRUCTURAL/DETAILS) 0512X STRUCTURAL STEEL BRACING;SEE STRUCTURAL 07 71 MAIN AND SECONDARY ROOF DRAINS W/TOP CAGE FILTER M8D M6D 07 71 L SECONDARY EXTERIOR BRASS DOWNSPOUT NOZZLE 2'-0"AFF UNO(SEE MECHANICAL/DETAILS WELD C-CHANNEL I FOR SIZING) z LL BEAM TO TUBE STEEL; SIM. 33 50 AB NATURAL-GAS METERING w TYPICAL ¢a¢ WELD T.S.CANOPY O = 04 C7 SUPPORT TO T.S.VERT C1 COLUMN;SEE STRUCT; — TYPICAL �— wQ d< N QQ�P I A7 M QLL 4N O z< MSD M6D a K W r=r 07 71 ♦� R4 W �� o a G o 0 NOTE: I in 1'-10 1/8" ®o a EXPOSED DRAIN LINES SLOPE SLOPE TO BE COPPER;ROUTE 1/8" PER FT MIN. 1/8" PER FT MIN. A7 DRAIN LINES INSIDE z ~ TOWER COLUMN; � A502 U J N�$ PROVIDE EXTERIOR DOWN SPOUT NOZZLE 'll FOR OVERFLOW AND CONNECT MAIN DRAIN V-8" 9'-41/8" 9'-41/8" 1'_8" — TO STORM DRAIN -- 22'-0 1/4" Lu 1"ROD TURNBUCKLES 4 1"ROD TURNBUCKLES 'I PETCO-ENLARGED CANOPY I E1 ROOF PLAN 3l4 1 0 ip T-8"FOUNDATION 4'-6" 4'-6" T-8"FOUNDATION T-4"BRICK T-4"BRICK A4 Asa y 33 50 AB C7A '43 MS3B MS2A S .;.,v 2 C7A MS1 MS38 MS7 M62A MS1 w 71 L O E1 ULTA M6B A" 0100 A4 A300 Asa ASa ULTA-ENLARGED REAR D1 ACCENT TOWER 3/4"=1-01, 3 ' r 3 .h M6J MeJ PETCO B3 SIM. PETC c13A C1 ULTA 101 Msd 300 B3 100 05 12 A A503 — � M6J 05 12 X OS 12 A V 2"CHAMFER C10A C16A C13A M6J 2"CHAMFER c13A 8 0 3/4 2"CHAMFER 5 3/8' t , I _ V W C14A - - - 5 a z J o o_3 J U PETCO-FRONT SW CORNER CO-FRONT SE CORNER 1 W B1 ENLARGED PLAN ' Q Y J 3/4"=1'-0" rB3a RGED PLAN r y � W uj CD z � J m ES Al 1 ES J t A503 OS 2 A PETCO 05 12 A MSF MSJ 05 12 X A300 A3 101 A503 05 12 X M6J O W — B C13A M6D C13A Z il Z - Z Cl b G MBD MBD M6D M 5 M6D MBD 0 A ? KKK 05121 7 5/8" 5 121 KQLL Z—� A211 0 o' � I a F F Q 4 1/2" 6'-6" 4 1/2" 4 1/2" 6'-6" 4 1/2" w 9 9-0 Project number 9903 a Date 11/7/2014 v Drawn by DLG Checked by CHECKER PETCO-FRONT ENTRY q A4U1 Al ENLARGED PLAN 3/4" 1'0" 3 Printed 11/6/2014 G > n 3 4 5 6 7 g 5:01:55 PM S Scale 3/4"=1'-0.. s 1 2 3 4 5 6 7 8 9 ARCHITECT AR-1532 FIELD VERIFY C 06 16 DB SHEET REFERENCE KEYNOTES c0 Drn�' 07 50 00 07 24 B # DESCRIPTION 06 16 DC O6 16 DB 11/7/2014 07 63 B LYNN S.ItMMRY 04 05 A 1"AIRSPACE STATEOFIMHO 04 05 K CAVITY MORTAR NET W/WEEP HOLES UN sys �,,, N U 071400 04 21 J BRICK MASONRY-EMPEROR-4X4X16 0422A STANDARD CMU N j{t>L u (" �,, 05 05 BF 3/8"C-BENT PLATE(SEE DETAILS) 09 22 AC f 06 05 B ANCHOR BOLT(POURED IN PLACE) Z 0763 A 07 63 GA 06 05 L SLOTTED BEARING PLATE WASHER(SEE STRUCTURAL FOR SIZE) ILL2 1/4"W X 6"H 0616 DB 1/2"OSB O w 09 22 AP W/1/2"HEM 0616 DC 5/8"OSB 12 1/2"HEM WITH 0763 A 3/8" 071400 FLUID APPLIED WATERPROOFING I I 2 07 21 FC R-19 BAT T INSULATION SEALANT BOTH 07 24 B EIFS-2"THICK wo SIDES(TYP) ice' 0724G EIFS-CUSTOM SHAPE/THICKNESS(SEE DETAILS) "LADDER UP" 06 05 B 07 50 00 MEMBRANE ROOFING MANUFACTURED BY .; 07 55 G FULLY ADHERED SINGLE PLY ROOF MEMBRANE N o BILcO'.secuRE STANDARD CMU TOP(2) 6 05 L o 05 05 BF 07 63 A CONT.PARAPET CAP CLIP TO ROOF LADDER HATCH COURSES SEE WALL 0763B PARAPET CAP FLASHING dam SECTIONS FOR CMU TYPE 72 G 106 05 B 07 63 GA 20GA.ALUMINUM FLASHING ANODIZED 1 SIDE O y m S I'I 07 91 C BACKER RODS 0 a w METAL COUNTER 07 50 00 12�._'D �- -D 07 92 B CONTINUOUS SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS ELASTOMERIC;SUBMITTAL p a H o FLASHING WRAP UP WALL& REQUIRED o o_ Q e�'.� 07 92 J CONTINUOUS SANDED SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS ELASTOMERIC; ® m y EXTEND ROOFING UP OVER TOP l SUBMITTAL REQUIRED O ui W g UNDERFLASHING 08 11 A HOLLOW METAL DOORS AND FRAMES m 09 22 AA 3-5/8"NON-STRUCTURAL METAL STUD FRAMING U ry 2 �0_ 0922 AC 6'NON-STRUCTURAL METAL STUD FRAMING 7 i 2" ar 0 D 0922 AP 6'METAL C-CHANNEL TRACK 09 29 AA 5/8'TYPE X'GYP BOARD i PETCO-RAISED FOUNDATION PETCO-LOADING DOCK JAMB E4 BASE @ EIFS E6 DETAIL 5 5/8" 5 5/8" 9 22 AC 9 22 AA O MIN. MIN. 06 16 DB W ASHING LAP s°W .3'-"L F2- z 2„ 1" 3 5/8" CLL STEEL ANGLE 0616DB 0724B, Q� 06 16 DB METAL LADDER 04 05 A - 07 14 00 04 05 K ' REAR BOLDING CMU W 07 21 FC A E1 ROOF HATCH DETAIL E2 CORNICE 07 21 FC 07 14 00 09 22 AC ., Q N v 07 24 B 09 22 AC 0421 J 09 29 AA 07 14 00 ROOF HATCH 7 63 GA 1' T. 2'-6"X T-0" LOCK AND LATCH El Sim 09 22 AP 4 3/4"W X 6"H 07 24 B 1X3X.06 T.S. ON INSIDE — A500 2„ W/1/2"HEM 09 29 AA — p 0714 00 Ll 1 06 05 L:1 E y E. D b D. ? ' PETCO-EIFS REVEAL LINE @ 6 05 B PETCO-EI D8 SOFFIT I I I 1,_0„ 3„ 0 I GLUE GYP TO D 113" e ) gt OL CONCRETE �i{ 9 PROVIDE 1" 3 5/8" u LADDER CAGE FUTURE GYP LADDER CAGE _ PETCO-RAISED FOUNDATION NOT SHOWN 00 -- — D4 BASE @_BRICK FOR CLARITY 9 22 AA - Z 07 92 B 3"=1'_0„ 4 05 A 08 11 A ' UO 06 16 DIB SCHEDULED DOOR ED FIELD VERIFY ,' 09 22 AA 06 16 DB 06 16 DB J LL EXTERIOR CMU HM FRAME "t A � v 06 16 DC O6 16 DC 07 21 FC \ 07 14 00 C2 HEADER ppy / 09 22 AC 07 14 00 3"=V-0" 09 22 AC 04 05 K w wi" ¢ 0616DB t.U ?, C LL 09 29 AA 04 21 J 1R LL N Lr ,Ida; , ' 07 24 B 07 14 00 07 24 B 0763 A 07 63 A 07 91 C —DOOR JAMB BEYOND '• 04 05 A 7 92 J 1/2 HEM WITH iv SCHEDULED DOOR SEALANT BOTH tO SWEEP SIDES(TYP) ,�1/2"V-DRIP EDGE 4.21 J e Q ALUMINUM TRESHOLD P O SET IN MASTIC SCHEDULED FLOORING 07 55 G m 3l4"RUN S @ 12"O.C. COVER AP UP AND 7 5/i 06 05 B — o ASLOPEWAY @ CONCRETE SLAB OOVER PARAPET CM W J u' J -EXTERIOR<e Y 66 PETCO-WALL BAND(-0 BRICK B8 ULTA-BRICK SOFFIT PROVIDE SLOTTED 04 22 A 3"=1'4' 3"=1'-0" J � Q Q LL HOLES FOR p D LU ADJUSTMENT OF 3/4" a 1/2"EXPANSION � Z ANCHOR BOLTS MATERIAL, 1" 3 5/8" p ° WHERE OCCURS D m ROOF LADDER AND HATCH TYPICAL-PARAPET CAP @ CMU m 61 DETAIL B2 H.M.DOOR THRESHOLD �641 ONLY O6 16 DB 0616 DB 04 05 A 1/2"=1'-0" 6"=1'_0" 3"=1'-0" 04 05 K v 07 21 FC 07 21 PC 07 1400 WALL FACE WALL FACE WALL FACE WALL FACE 09 22 AC 09 22 AC 04 21 J TOILET 07 63 GA DUPLEX OUTLET FIRE EXTINGUISHER SIGNAGE(U.N.O.) SHELF TO DISPENSING 09 22 AP 09 22 AP 4 3/4"W X 6"H SWITCH CABINETS MECHANISM W/1/2"HEM THERMOSTAT MANUAL PULL FIRE STATION §' 39"-41" MIRROR Og 29 qqPAPER ,y TOWELS MIRROR D � D a Zi DRINKING } �Ik FOUNTAIN �/ K SE.. URINAL 06 05 L �06 05 L a DUPLEX OUTLET I I I I o D D 'D. D TELEPHONE)DATA I 1T 12"MAX 6 I)5 B 06 05 13 2„ O I 12"MIN / r13.5"MIN SINK w I a 0 TOWEL BAR 42'MIN / LL GLUE GYP TO CONCRETE a o - T'-9' - X o a n v v g g v a z z F F- _ - i� SINK a J w -.. - Q Project number 9903 a o Date 11/7/2014 z 17"-19"TO TOP SEAT FOR T.P.DISPENSER '� URINAL Drawn by Di U HANDICAPPED Checked by CHECKER ULTA-RAISED FOUNDATION ULTA-RAISED FOUNDATION A5OO Al STANDARD MOUNTING HEIGHTS A7 BASE W/O BRICK A8 BRICK BASE W/O GYP 1/2"=1'-0" 3"=1'-0" 3"=1'-0" 3° Pdnted 11/6/2014 1 2 3 4 5 6 7 g g 5:02:00 PM scale As indicated 1 ," 3 5/8" 2 3 4 5 6 7 8 9 �H" �T AR-1532 FIELD VERIFY SHEET REFERENCE KEYNOTES 04 05 A 0763 A # DESCRIPTION 111712014 07 63 B 06 16 DD LYNNSWJODBURY 763A 616 DID 71400 033300 ARCHITECTURAL CONCRETE STATE OF ID" 0616 DB 04 05 A 1"AIR SPACE % 07 21 FC c 09 22 AC 7 24 B 04 05 K CAVITY MORTAR NET W/WEEP HOLES 0763GA 04 21 J BRICK MASONRY-EMPEROR-4X4X16 `-' 05121 TUBE STEEL(SEE STRUCTURAL/DETAILS) 09 22 AC "`` `r W/1/2"HEM 0512 J WIDE FLANGE BEAM(SEE STRUCTURAL) 07 14 00 06 16 DC 06 16 DB 0512 M GALVANIZED L-ANGLE(SEE STRUCTURAL) Z V— 09 29 AA ® ® 1'-11" ® ® 06068 ANCHOR BOLT(POURED IN PLACE) w I T.O.PARAPET OB 05 L SLOTTED BEARING PLATE WASHER(SEE STRUCTURAL FOR SIZE) O t. 04 05 K ® ® FRAMING I ® 0812 CA 11V WINDOW SHIM litI 071400 0616D13 1§OSB ------- ----- LL - 07 92 B ® 06 16 DC 6/8"OSB f w p s 09 22 AA /IIy' ® O7 24 B 0616 DD 3/4"OSB 09 22 AA— ® 06 16 DB 071400 FLUID APPLIED WATERPROOFING S uJ 07 55 J 07 21 GP R-32 INSULATION VALUE Q `� 0421 J 0721 GP 0724E EIFS-2"THICK Q EXTEND SHEETING I 07 24 G EIFS-CUSTOM SHAPE/THICKNESS(SEE DETAILS) O aF PAST BOTTOM 09 22 AC 07 55 J MECHANICALLY FASTENED AND HEAT WELDED AT SEAMS ROOFING MEMBRANE w 09 22 AA 09 22 AP PLATE TO TOP OF 07 83 A CONT.PARAPET CAP CLIP L-ANGLE 05121 07 63 B PARAPET CAP FLASHING p d G 06 16 DB 07 63 GA 20GA.ALUMINUM FLASHING ANODIZED 1 SIDE 4) iv 0791 C BACKER RODS O O N u7 < 07 24 B 07 92 B CONTINUOUS SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS ELASTOMERIC;SUBMITTAL j PAINT 07 92 B 0505 1�DO NOT COVER 07 14 00 REQUISTOREFRONTS 1111 U N WEEP HOLES _ 084300 STOREFRONTS EXPOSED T.S. � 07 55 J 06 16 DB i(� 09 21 AB GYPSUM BOARD METAL CORNER BEAD 0612CA iN iV 0922AA 3-5/8"NON-STRUCTURAL METAL STUD FRAMING II *TYPICAL* PAINTED 0922 AC 6"NON-STRUCTURAL METAL STUD FRAMING ' 07 92 B 09 22 6"METAL C-CHANNEL TRACK 07 91 C 5/8"TYPE'X'GYP BOARD — 07 91 C ® ROOF JOIST FUTURE 5/8"TYPE'X'GYP BOARD STOREFRONT HEADER @ BRICK 084300 ® TOP CORD W E1 W/T.S. 3"=1'-0" HM E6 TYP-WALL TO ROOF DECK GLASS 3"=1'.0" ' 07 24 G 60 Q 7 5/6n 07 92 B 0929 AA z ' S 5/8" a 09 21 AB 09 22 AA 06 16 D/12' U 0929 AA 07 55 J 2" 2" 13" ` D p f A3 33 00 0 12" GLUE GYP TO CONCRETE a �1 10 -.00 OL 06 16 DS 071400 ,p / ,. # STOREFRONT SILL @ RAISED ULTA-CORNICE SECTION 07 24 Br'.; 'x" D1 FOUNDATION BASE D3 DETAIL TOWER yi 5�,,, �1 r a ' —1 0724B 1Ix i41� I'r tr.:, %91,I d � [. FIELD VERIFY "It rr. _ 07 63 A r' 2" 3 5/8" W= 07 63 A 07 63 B 06 16 DD 0�6 OD = fi 1r_ r1- a _ 'I SgW Y 0724G 1 1T O616DC ® I 0721 FC I ® ® FRAMING ® ® 07 14 00 09 29 AB V` N ® ® 07 24 B V 07 14 00 09 22 AC 09 22 AA 09 22 AC ' I? 07 63 GA 06 16 DB 06 16 DB " 4 3/4"W X 6"H z f; u` W/1/2"HEM 07 55 J 09 22 AA 3„ D iq 0, J 09 22 AC O r r — 07 24 B J Q f; u) 07 14 00 m Q 07 55 J _ 07 21 GP 06 16 DB � Q� UJ 04 21 J 06 16 DB 04 05 A H'" 071400 `'' J LL Q ULTA-SHOULDER EIFS BAND lij J 61 TO BRICK - Q z 3"=1'-0" 06 16 DB J m 1" 3 5/8" 07 14 00 m 09 22 AC i lfi' 06 16 DB U 04 05 A 0D 04 05 K 0721 Fc 07 14 00 05 12 J 2„ 09 22 AC 04 21 J 07 14 01 07 24 G 09 22 AP 07 63 GA 5 1/2"W X 6"H 2„ W/1/2"HEM 09 29 AA h? a o o 0616DB 07 24 B 07 63 GA X 4 3/4"W X 6"H 06 05 B tw7/8" 7 14 00 W/1/2"HEM GLUE GYP TO o I... a 14" ed 09 29 AB F" N CONCRETE �1r 04 21 J a Project number 9903 � 0405A zO Date 11/7/2014 z Drawn by DLG ULTA-RAISED FOUNDATION ULTA-CORNICE SECTION ULTA-ENTRY EIFS BAND TO Checked by CHECKER n Al BASE A3 DETAIL(aMETAL TRUSS A6 BRICK A50 3"=1'-0" 3"=1'-0" 3"=1'-0" 07 21 FC 3 � 2 3 os zz Ac� 4 5 6 7 $ 9 Printed s:oros P1M sScale 3"=114" 1 2 3 4 5 6 7 8 9 ARICENSED CHITECT AR-1532 SHEET REFERENCE KEYNOTES 06 16 IDS # DESCRIPTION 11/7/2014 071400 0405A 1"AIRSPACE STATE Rb IDAHO 6TATEOF IDAHO 0616DB 04 21 J BRICK MASONRY•EMPEROR-4X4X18 O9 ZZ AC 05 12 D STEEL"C"CHANNEL SEE STRUCTURAL(SEE STRUCTURAL/DETAILS) 05 12 H L-ANGLE(SEE STRUCTURAL)DETAILS) 07 92 B 06 121 TUBE STEEL(SEE STRUCTURAL/DETAILS) 0122 AP - 05 12 J WIDE FLANGE BEAM(SEE STRUCTURAL) 3/8"END CAP PLATE 05 30 00 METAL DECKING(SEE STRUCTURAL/DETAILS) z m 07 14 00 FOR TUBE STEEL 06 12 CA 1/4"WINDOW SHIM � 3 5/8" 6° 06 16 IDS 1/2"OSB O fy _F 06 16 DC 5/8"OSB Z" 06 16 DO 3/4"OSS 071400 FLUID APPLIED WATERPROOFING I— w 07 21 FC R-19 BATT INSULATION S 05 12 1 EYE HOLE 0721 GP R-32 INSULATION VALUE 3/4"DIA. 0721 JN TAPPERED ROOF INSULATION W/1"MIN,THICKNESS n/ �ko 3/8" a 7 07 24 B EIFS•2"THICK Q LL `�} \ \ KNIFE EYE 07 24 G EIFS-CUSTOM SHAPE/THICKNESS(SEE DETAILS) Ox \ \ HOLE PLATE 07 55 G FULLY ADHERED SINGLE PLY ROOF MEMBRANE 5 07 55 J IMECHANICALLY FASTENED AND HEAT WELDED AT SEAMS ROOFING MEMBRANE 0 oG \ / 1/2"THICK 07 63 A CONT.PARAPET CAP CLIP p O OS 12 I \ 1"ROD& 07 63 B PARAPET CAP FLASHING O a F \ \ TURNBUCKLE FIELD VERIFY o7 e1 c BACKER RODS 9 Y m HSS6X6X.3725 \ 07 92 B CONTINUOUS SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS ELASTOMERIC;SUBMITTAL O O N v 07 92 B \\ \ REQUIRED z 07 24 B 07 63 A 08 43 00 STOREFRONTS f 1 ry N 09 22 AP \ 07 63 B 06 16 DO 06 16 DID09 22 AA 3.5/6"NON-STRUCTURAL METAL STUD FRAMING V U� 07 63 A 0922 AC 6"NON-STRUCTURAL METAL STUD FRAMING LDUPPERCANOPY LLN z.) )" 0922AP 8"METAL C-CHANNELTRACK II 09 22 AC-1' 06 16 DB SUPPORT TO T.S.CROSS w= 09 29 AA 5/8"TYPE'X'GYP BOARD ' BEAM;SEE STRUCT.FOR a d — SIZE AND ARCH SECT.FOR _ HEIGHT w 06 16 DC ® e 07 24 B O6 16 DB ® (D FRAMING / PETCO-TOP TURNBUCKLE Z ), 7 14 00 E2 CONNECTION 07 55 J ) 09 22 AA s O (D7 24 B 3"=V-0,� w i $ (D5� 07 55 J # 06 16 DS 0721GP � ,:. it Mj,w t 0922 AA sr� pi w . 4$ z V N 07 2- 5 5/8" S }r „ Q z 06 16 DB 09 22 AC /09 22 AC Q is 512J • { 0929 AA 06 16 DB 07 92 B , 9 22 AA d !. s. 0612 C ) 2 12 al #. 07 91 C 06 16 DB 10 07 92 B 07 14 00 06 16 DB n t' 09 22 AC "v 045- "✓ 07 14 00 'J 792B 0724B F. 09 29 AA i; 1 09 22 AC %s 3" 2 5/8" 2" 084300 t{ 09 22 AP 07 92 B 3/8"END CAP PLATE ETTA FOR TUBE STEEL # _2_ - PETCO-CORNICE SECTION STOREFRONT HEADER @ -- --I C4 DETAIL METAL TRUSS @ C7 ENTRY EIFS SOFFIT L O 05121 1 EYE DOLE ,) 3'=1'-9,) 07 14 00 3/8" / LU^ > _ KNIFE EYE LrV J Q \ HOLE PLATE m 0 1/2"THICK: 3'-6"METAL CANOPY c 05121 5 \\ TURNBUCKLE Q Q J HSS6X6X.372 LL 07 92 B \\ � r Q Q 09 22 AP \ _I W -� LL \ \\ 3 Q w WELD UPPER CANOPY ° \ 1/2"THICK PLAIN STEEL z SUPPORT TOTS CROSS A7 1"ROD&- \ TURNBUCKLE TAB SEE J BEAM;SEE STRUCT.FOR ASoz TURNBUCKEL \ ELEVATION FOR LAYOUT [� m 0922ACSIZE AND ARCH SECT FOR \ \ HEIGHT ----- - 07 55 G 09 22 AC 07 55 G 06 16 DB t 07 55 G 5 5/8" SLOPE @MIN 07 55 G 0721 JN 06 12 CA — - - 2" I OF 1/8"PER FT 0721 JN -----05 12 D 07 92 B 053000 07 91 C 09 22 AA 0530 00 07 92 B �06 16 DB ). 07 14 00 07 24 G DRIP EDGE 05 12 H 1 1/2"X 1 1/2"X 1/4" - I I CONT.WELD TO FRAME Eh 07 14 00 07 92 B a 07 91 C NOTE: NOTE: END WELDED TO T.S.COL. ALL EXPOSED STEEL TO BE SAND J 07 92 B JALL EXPOSED STEEL TO BE SAND BLASTED BLASTED ON ALL EXPOSED SIDES;ALL ON ALL EXPOSED SIDES;ALL OIL AND OIL AND GREASE DEPOSITS TO BE CLEAN 84300 GREASE DEPOSITS TO BE CLEAN AND AND REMOVED.TYPICAL ALL MARKINGS 3 REMOVED.TYPICAL ALL MARKINGS WITH ANY WITH ANY OTHER TYPE MEDIA TO BE Y OTHER TYPE MEDIA TO BE CLEANED AND CLEANED AND REMOVE;TYPICAL a Proect number 9903 REMOVE;TYPICAL zO Date 11/7/2014 z Drawn by DLG < ULTA-ENTRY EIFS BAND TO ULTA-FRONT METAL CANOPY ULTA-FRONT METAL CANOPY Checked by CHECKER Al SOFFIT A4 SECTION A7 SECTION @ BRICK CORNER M C 3��=1'_0�� 3��=1._0,. 3��=1�_0�� A5U2 3 Printed 11/6/2014 1 2 3 4 5 6 7 $ Cl 5:02:10 PM .7 1 2 3 4 5 6 7 g 9 LICENSED ARCHITECT AR-1532 SHEET REFERENCE KEYNOTES 14"CON.COL. # DESCRIPTION 09 22 AC 09 21 AB 2014 NYNN S/WOODBURY 7" 7" 2" 033000 CAST-IN-PLACE CONCRETE STAM OF IDAH0 04 05 A VAIR SPACE 09 29 AA 09 29 AA 09 21 AB 04 05 K CAVITY MORTAR NET W/WEEP HOLES 0922AC 0421J BRICK MASONRY-EMPEROR-4X4X16 612CA OPEN AREA GLASS VESTIBULE 0512A STEELCOLUMN(SEESTRUCTURAL) OPEN AREA 09 22 AC 05 12 M GALVANIZED L-ANGLE(SEE STRUCTURAL) 07 91 O T' 06 12 CA 114"WINDOW SHIM z L.L 07 92 B 09 29 AA U 0616 DB 112"OSB F 41/2 071400 FLUID APPLIED WATERPROOFING N GLASS 09 29 AA 5 12 A 9 29 AA O 07 21 BB EPS FOAM BOARD INSULATION-2"(R-8) O VESTIBULE U 07 21 F 07 21 F BAT INSULATION(FULL THICKNESS) a 09 21 AB 07 21 FC R-19 BATT INSULATION w 2" 09 22 AO 07 91 C BACKER HICK rn 07 92 B 07 91 C BACKER RODS v - rn 07 91 C 07 92 A MASTIC BEDDING o 07 92 B CONTINUOUS SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS ELASTOMERIC;SUBMITTAL 1 1/2" U 06 12 CA STOREFRONT REQUIRED ® o> TO BE FLUSH 07 92 J CONTINUOUS SANDED SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS ELASTOMERIC; O a 07 92 B U)_ N_ I W/SHEETING SUBMITTAL REQUIRED O^^ w o 07 14 00 084300 STOREFRONTS LL 07 91 C 07 92 B g OUTSIDE OUTSIDE m r O CD 08 46 AA BRAKE METAL,COLOR TO MATCH MULLIONS a Or- 09 21 AS GYPSUM BOARD METAL CORNER BEAD � O GLASS VESTIBULE avz IF U) 0922 AC 6"NON-STRUCTURAL METAL STUD FRAMING ®O gt 11. 08 43 00 ' 07 91 C W_ 09 22 AU 10"NON-STRUCTURAL METAL STUD FRAMING z m p - 07 92 B 0 r 09 29 AA COMPACTED GYP BOARD 06 16 DB 08 46 AA O 31 11 CC COMPACTED GRANULAR BASE v N STOREFRONT HEADER @ STOREFRONT JAMB @ STOREFRONT JAMB @ E1 VESTIBULE INT. E2 STOREFRONT E4 VESTIBULE INT.CORNER II 3"=V-0" 3"=1'-0" 3"=1'-0" 06 16 DB 7 92 J 07 14 00 RAISEDGLASS 07 24 B [----FOUNDATION 1" 09 22 AC /I 2"CHAMFER W OPEN AREA GLASS— OPEN VESTIBULE 2 ENTRY SIDE 'll Fo 8 43 00 � INSIDE * STOREFRONT JAMB @ EIFS ul E5 COL.ENTRY SIDE N v N 3„=1'-0" Ll °07 92 A' OUTSIDE INSIDE 4 1/2" < `� zz QOUTSIDE -'` -% 1 35/8 i 03 30 00 c7LA'SS GLAS 1" U 4 1/2" lu 10 w -_-04 05 A z STOREFRONT SILL @ STOREFRONT @ VERT MID O D1 VESTIBULE INT. D2 MULLION D4 BUILDING DETAIL 6 16 DB N 07 21 FC 3"=1'-0" 3"=1'-0" 3"=1'-0" 0 14"COL.BASE 2" 3 OL 9 29 AA XG, 07140009 21 AB 09 21 AB 14"COL.BASE09 29 AA # „ ,"•• 5 12 A „ , BOX OUT ENTIRE 7" COL.FLOOR TO 04 05 K 09 22 AU uJ 09 29 AA ROOF DECK 09 21 AB 9 22 AU 07 92 B 09 29 AA 09 29 AA -- -------------- STOREFRONT HEADER @ DOOR m I I 9 21 AB D5 TO GLASS 09 22 AC 09 21 AB 07 21 F I I m 4 21 J 09 29 AA EXTEND SHEETING 07 92 B 0929 AA i 05 12 A I a PAST BOTTOM 07 24 B PLATE TO TOP OF 07 91 C' I L-ANGLE L----- 0 91 O6 12 CA/ STOREFRONT 2„ INSIDE TO BE FLUSH 07 92 B W/SHEETING U �1/2"V-DRIP EDGE 071400 09 22 AC � � � DO NOT COVER 77 71 1 y OUTSIDE O6 12 CA < o � - a - PAINT 07 92 B 5 12 M WEEP HOLES 06 16 DB 07 91 C U a U ... ,, I EXPOSED T.S. U) 07 14 00 7 o v *TYPICAL* 06 12 CA PAINTED 07 91 C06 16 DB I 07 92 B 7 92 B 07 91 C 8 46 AA 07 91 C I 2"X4" 04 05 A 0791 C---- OUTSIDE 84300 06 16 DB 17 92 J /? \\07 92 B 07 14 00 RAISED \ 2 CHAMFER @ STOREFRONT JAMB @ DOOR TO STOREFRONT HEADER @ BRICK 04 05 A FOUNDATION z., \ I STOREFRONT CS GLASS C7 &E1FS BAND W/T.S. / A 2"CHAMFER 04 21 J \ 3"=1'-0" 3"=1'-O' V 0922AC --- --.---_---- -- OPENINGS TYPICAL I° 00 --_—J ENTRY SIDE RETURN BRICK@ L a ENTRY 1 8 OPENING TO SHEETING, ^ J TYPICAL LL �\ U DOOR � � J STOREFRONT JAMB @ BRICK 04 21 J STOREFRONT JAMB @ BRICK W/ SEAL rn_ B1 COL.ENTRY SIDE B3 W-FLANGE COL. g g' BOX OUT ENTIRE w co O GLASS 06 12 CA COL.FLOOR TO 3"=1'-0" 14"COL.BASE 3"=1'0" � CD 08 43 00 1" 7 92 B ROOF DECK Q < J 7" 7" 2" 07 92 B 9 29 AA 05 12 A rJ W Q Q a' . LL 09 21 AB 09 21 AB 09 29 AA 05 12 A 09 29 AA 09 21 AB �09 21 AB W z_ 09 22 AC 9 22 AC 09 22 AC J BS BUILDING DETAIL 0929 AA 2" I 14'COL BASE 09 29 AA m I— m 3„=1,_0-, 08 46 AA I a 09 29 AA BOX OUT ENTIRE w A :x , 0929 AA COL.FLOOR TO ROOF DECK m a GLASS I 7" 09 22 AC 0929 J 1„ FV 1"GLASS 03 30 00 1 3/8" ` 07 92 B 0721 F — ------ 084300 0791 C 07 92 B STOREFRONT TO BE FLUSH 06 12 CA rn `p o o W/SHEETING rU) zo A5 p OUTSIDE 07 14 00 71400 06 12 CA 7 91 C ¢ 7 21 BB ° 0 0 0 o.:.MIN.4'_0,:° >.. Z n_ 0791C ro .07 21 BB d < e 08 43 00 07 92 B 9 22 AC uU ____-- 0846AA 0616DB n_ \ 0791C 2"X4" I 0 0616DB oT \� 0792J —_ 0792J) 616DB 06 16 DB I 03 30 00 RAISED I 07 14 00 Ell RAISED g 03 30 00 FOUNDATION 04 05 A 071400 FOUNDATION ° 2"CHAMFER N Q 04 05 A 2"CHAMFER 07 92 A 09 22 AC 3111 CC ENTRY SIDE Y 09 22 AC TOWER e m o°d g° - I Project number 9903 a 0721 BE Date 11/7/2014 o I OUTSIDE SEE WALL SECTION FOR HEIGHT za 04 21 J Drawn by DLG U 04 21 J Checked by CHECKER REFRONT SILL m Al COO STOREFRONT JAMB @BRICK A3 THIOCKENED EDGE @ A5 BUILDING DETAIL A7 STOREFRONT JAMB @BRICK �A503 COL.ENTRY SIDE W_VESTIBULE 3„=11_01, 3„=1'_O„ 3„=1'-0" 3"=1-0" 3 Printed 11/6/2014 5:02:16 PM 1 2 3 4 5 6 7 8 9 Sale 1 2 3 4 5 6 7 8 9 ARCHITECT AR-1532 fo SHEET REFERENCE KEYNOTES # DESCRIPTION 11(112014 LYNN S.WOODBURY 04 05 A 1"AIR SPACE SiATEOFIDAHO 04 05 J AIR SPACE 0421J BRICK MASONRY-EMPEROR-4X4X16 05 121 TUBE STEEL(SEE STRUCTURAU DETAILS) 05 12 J WIDE FLANGE BEAM(SEE STRUCTURAL) FIELD VERIFY 05 12 M GALVANIZED L-ANGLE(SEE STRUCTURAL) >=7 05 30 00 METAL DECKING(SEE STRUCTURAL/DETAILS) L-W 06 06 F 12" 07 50 00 06 05 B ANCHOR BOLT(POURED IN PLACE) O H 07 63 B 06 16 DC 06 16 DB 06 06 F SIMPSON L-ATTACHMENT CLIP(SEE STRUCTURAL) V 6" 06 10 B 12X CUT TO FIT WOOD FRAMING(SEE DETAILS) Wa 06 16 DB 1/2"OSB 06 16 DC 5/8"OSB w m W iV N U 071400 FLUID APPLIED WATERPROOFING Q 0745AA t tti Q 0721 F BATT INSULATION(FULL THICKNESS) N H!i,. ,,;t v a LL N I �K t 0721 FC R-198ATT INSULATION � 07 21 GP R-32 INSULATION VALUE Q ¢> 06 16 DC 07 63 A I} 4 07 24 B EIFS-2"THICK Oa�Q 07 27 A _ 0724 G EIFS-CUSTOM SHAPE/THICKNESS(SEE DETAILS) OQ 0727A MODIFIED BITUMINOUS SHEET AIR BARRIERSm 1/2"HEM WITH 07 63 A 0745AA BERRIDGE TEE-PANEL SYSTEM OR APPROVED EQ. �a O 24 B SEALANT BOTH <7,,'_ 07 50 00 MEMBRANE ROOFING LL O F w 07714 00 SIDES(TYP) 07 55 J MECHANICALLY FASTENED AND HEAT WELDED AT SEAMS ROOFING MEMBRANE O O z u`3 v m 07 63 A 06 05 BII"'''. 0 07 63 A CONT.PARAPET CAP CLIP m F 09 22 AC .1.„•.1: 07 63 B PARAPET CAP FLASHING STANDARD CMU SEE WALL "•i` 0771 D MANUFACTURED GUTTERS AND DOWNSPOUTS / 07 63 B SECTIONS FOR CMU TYPE - 0922 AA 3-5/8"NONSTRUCTURAL METAL STUD FRAMING 06 16 DB 7 24 G 09 22 AC 6"NON-STRUCTURAL METAL STUD FRAMING / ® 09 22 AP 6"METAL C-CHANNEL TRACK �1 09 22 AA / 07 50 00 09 29 5/8"TYPE'X'GYP BOARD 07 71 D WRAP UP WALL& OVER TOP W 09 22 AA /a 16 ^lb ® ® 07 24 6 Qn 111111111111 07 14 00 I ® - 06 16 DB SMACNA PROFILE STYLE"F",6" 04 05 A 04 21 J T� R SEE WALL SECTION 09 22 ACS « GUTTER;PROVIDE MIN.1/16"PER FOR BRICK TYPE FT SLOPE;SLOPE TOWARDS MAIN ROOF AND ADD DOWN SPOUT AT {, lu 07 24 G END FROM GUTTER TO MAIN ROOF; s ti ATTACH TO WALL;SPOUT TO BE REAR BULDING CMU W_BRICK 07 14 00 12"MIN.ABOVE ROOF MEMBRANE 64 &CORNICE 0616DB � r x,.��y 13 12'O.C. 07 63 B .r:,� 12"O.C. 1�6a 07 24 B 07 63 A07 45 AA d v + l.......... 4 / 07 45 AA 7 63 A 7 63 B 0727 A a 07 27 A iV W vr , 5, Me U _ U PETCO-CORNICE @ TOWER 0616 DC / - <v 6 16 DC I C1 BOTTOM EDGE 3"=1'-01, 606E 06 06 F I ro 07 14 00� 07 24 B 07 55 J I 06 16 DB 07 21 GP 09 22 AC 9 22 AC 09 22 AA I RUN WALL OSB PASS TO `� TOP OF ROOF R.I.FOR 07 24 B I U EDGE PROTECTION �F 09 22 AP Y 07 14 00 09 22 AA R $ O6 16 DB 09 22 AC 06 10 B : 09 22 AC 4?2q" 07 24 B 07 14 00 w 06 16 DB r c b-" '�pg O J 05 30 00 e t sY U) m An VJ od _. J_ 5.. d . P- ETCO-CORN ICE� TOWER 0512J 8 @ B4 BACK FACE `�` J :e 3"=1._01. r r Q UJ Q J � H 05121 LLJ I 07 55 J 1 Z 6 16 DB 07 21 F— 09 29 AA 5 J co 06 16 DB 09 22 AC 07 24 G m ^� m 09 29 AA 07 55 J 2" 2" 13" 0721 GP , 1-5" VERTICAL GROUT JOINT AT CHANGE IN CMU TYPES; TYPICAL _ COLORED CMU IN EXPOSED AREAS; SEE 06 16 DB STUD& INSULATION NOT j{' WALL SECTIONS; 07 14 00 o SHOWN FOR CLARITY 4, TYPICAL 07 24 B a 04 05 J STANDARD CMU BEHIND BRICK VENEER;SEE WALL SECTIONS; V05 12 M L05 30 00 ^ TYPICAL Q 07 21 FC I I PETCO,CORNICE @ TOWER "2 CHAMFER;TYPICAL w - A7 3 09 29 AA FRONT FACE 04 21 J < ----- y as Project number 9903 zz RETURN BRICK @ Date 11/7/2014 'z ACCENT WALL ENDS; Drawn by DLG U TYPICAL ULTA&PETCO-DEMISSING cbecNed by CHECKER Al WALL ROOF TRANSITION A4 ULTA-CMUW/BRICK ACCENT A504 3"=1_0, 3„=1_0„ Pdnted 11/6/2014 3 4 5:02:22 PM 1 2 3 5 6 7 8 9 Sale 3"=1,_0., 1 2 3 4 5 6 7 8 9 4STATE SHEET REFERENCE KEYNOTES # DESCRIPTION 033300 ARCHITECTURAL CONCRETE 04 05 A 1"AIR SPACE 04 05 K CAVITY MORTAR NET W/WEEP HOLES 04 21 J BRICK MASONRY-EMPEROR-4X4Xi6 04 22 A STANDARD CMU 1" 3 5/8° 04 22 B SPLIT-FACE CMU 1° 3 5/8" 05 12 H L-ANGLE(SEE STRUCTURAL/DETAILS) w 05 121 TUBE STEEL(SEE STRUCTURAL/DETAILS) O H 04 22 A 07 27 A 0512 J WIDE FLANGE BEAM(SEE STRUCTURAL) V 05 12 M IGALVANIZED L-ANGLE(SEE STRUCTURAL) 04 05 A 05 20 A STEEL JOIST FRAMING(SEE STRUCTURAL) 4 053000 METAL DECKING(SEE STRUCTURAL/DETAILS) w p 04 05 K 0929 AA 1" 3 5/8" 06 05 B ANCHOR BOLT(POURED IN PLACE) C2 Q H 07 27 A 07 21 FC 4 21 J 061 A zxa W STUDS o H 0612 CA 1/"WINDINDOW SHIM Q N p 0616 DB 1/2"OSB a � 09 22 AC 4 05 A 0616 DC 5/8"OSB �a 07 21 FC 4 21 J 07 21 FC 0616 DID3/4"OSBNo Of1 ¢ a 071400 FLUID APPLIED WATERPROOFING0 7 63 GA 09 22 AP 06 16 DB 07 14 00 07 z1 FC R-19 BATT INSULATION o<p o 5 1/4"W X 6"H 09 29 09 22 AC-- 0721 GP R-321NSULATION VALUE O w 0922AC W/1/2"HEM 05121 07 27 A MODIFIED BITUMINOUS SHEET AIR BARRIERS O zWj� 2" 09 21 AB 07 55 G FULLY ADHERED SINGLE PLY ROOF MEMBRANE 09 29 AA WELDED BETWEEN 0755 J MECHANICALLY FASTENED AND HEAT WELDED AT SEAMS ROOFING ~ FLANGES;SEE STRUCT MEMBRANE V n $ 09 29 AA D 09 21 AB� FOR SPACING&SIZE 07 63 A CONT.PARAPET CAP CLIP N 07638 PARAPET CAP FLASHING 4 05 A 04 05 K 07 63 GA 20GA.ALUMINUM FLASHING ANODIZED 1 SIDE II o o 05 12 J 7 14 00 0791 C BACKER RODS ' 06 16 DB 0922 AA 09 22 AA 07 92 B CONTINUOUS SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS 09 22 AA (INFILL) (INFILL) ELASTOMERIC;SUBMITTAL REQUIRED - 7:r 3 33 00 (FLAT) 09 29 AA 08 43 00 STOREFRONTS EXTEND SHEETING os 21 AS GYPSUM BOARD METAL CORNER BEAD - w 09 22 AC 6'NON-STRUCTURAL METAL STUD FRAMING I 0 9 e N 09 29 AA OP PLATE TO OF 09 22 AA 3-5/8"NON-STRUCTURAL METAL STUD FRAMING _I 05 12 J 09 22 AP 6"METAL C-CHANNEL TRACK ' L-ANGLE 0929 AA 5/8"TYPE'X'GYP BOARD 10 73 A FABRICAWNINGS GLUE GYP TO BEAM 04 21 J ULTA-RAISED FOUNDATION 09 21 AB 07 92 B 05 12 M DO NOT CODE E1 BRICK BASE REAR TOWER WEEP OLD 3"=1'-0" 09 29 AA 09 21 AB 06 12 CA PAINTED 07 92 B< Z 07 91 C` 07 55 J 07 21 GP 07 91 C 0. 8 43 00 V k' WRAP UP AND Z ULTA- .^ VER PARAPET O ..... D3 OUT STRUCTURAL BEAM BOX D5 W/ORBFEARONT HEADER BRICK O CUT IN FLASHING 3"=1'-0" 3"=1'-0" � Q k ` �7 92 6 1 1 7 63 B 04 22 05 30 00 LU �. 07 63 B 04 22 A d OS 20 A z 07 55 J 06 16 DB 06 16 DC _ 04 05 A 05 12 H 0611A 0616DD J � f ? SLIP FLASHING CoD7 PERP TYPICAL-ROOF TO CMU TRUSS LU 04 05 K 3:=1:_0, N ILL Lu �1 755J 07 63 B GP 07 21 V FRAME TUBEING TO BE Q 7 92 B POWDER COATED W/COLOR WALL FACE t I ' 07 63 A >0< 7 5/8 04 21 J PMS 1585C ORANGE" 4 f} 09 22 AC Q CMU OPEN ENDED; BLDG GAP NOTE: WELDED TUBULAR WRAP UP AND 09 29 AA SUBMITTAL FOR AWNING PROVIDE DEFERRED ALUMINUM FRAME V OVER PARAPET CONSTRUCTION 06 05 B' 07 55 G , ATTACHMENT AND 7 5/8 ' CONSTRUCTION;SUBMITTAL WRAP UP AND 10< MUST BE APPROVED BEFORE CMU OVER PARAPET INSTALLATION& 2 i 05 12 M FABRICATION OF AWNING O 04 22 A 1 05 12 H 05 30 00 WELDED TUBULAEN OTTOOM; --- C) L R 3'-0" T.O.STOREFRONT �r > O ALUMINUM FRAME ••• J Q CONSTRUCTION a. 4 22 B m 0 TYPICAL-PARAPET CAP BLDG TYPI LISS J W U) 61 TO BLDG B3 PA _. B5 ULTA-BRICK LINTEL TO CMU 87 ULTA-AWNING SECTION Q Q Y J 3"=V-0" 1/2"=1'-0" r r Q J Q J W � � 0 w 1w za. � J V 23'-0" 17'-0" OPEN ENDED; B7 OPEN ENDED, WELDED TUBULAR Asos WELDED TUBULAR OPEN ENDED; OPEN ENDED; ALUMINUM FRAME AF-1 ALUMINUM FRAME WELDED TUBULAR B7 WELDED TUBULAR CONSTRUCTION CONSTRUCTION ALUMINUM FRAME AF-1 ALUMINUM FRAME CONSTRUCTION Asos CONSTRUCTION 1073A _ NOTE: NOTE: 10 73 A 1. PROVIDE DEFERRED 1. PROVIDE DEFERRED STRIPE GAP SUBMITTAL FOR AWNING ATTACHMENTAND SUBMITTAL FOR AWNING 18" STRIPE GAP ATTACHMENT AND CONSTRUCTION;SUBMITTAL op 18" CONSTRUCTION;SUBMITTAL 1/2"WHITE VINYL STRIPE MUST BE APPROVED BEFORE h INSTALLATION&FABRICATION 1/2"WHITE VINYL STRIPE MUST BE APPROVED w BEFORE INSTALLATION& OF AWNING a 2. ALL COPY/RULE LINE WILL FABRICATION OF AWNING 2. ALL COPY/RULE LINE WILL `O UL4Q BE A WHITE HEAT TREATED BE A WHITE HEAT TREATED STENCIL APPLIED TO FABRIC STENCIL APPLIED TO FABRIC AF f _ �cic AS SHOWN. "w 4 WHITE VINYL LETTERS AS SHOWN.4"WHITE VINYL LETTERS 1""--�`"'"l 3 AF-1 0 Project number 9903 ¢ a z Date 11/7/2014 O z Drawn by DLG Al ULTA-ENLARGED SE AWNING A5 ULTA-ENLARGED SW AWNING Checked by Checker 1/2"=1'4" 1/2"=1'-0" A505 3 Pdntetl 11/6/2014 5:02:27 PM 1 2 3 4 5 6 7 8 9 Sale As indicated 1 2 3 4 LICENSED s 5 6 7 8 9 ARCHITECT 4 AR.1532 a SHEET REFERENCE KEYNOTES # DESCRIPTION 1117/2014 0552 AS 2"PIPE RAILING LYNNSWOODBURY STATE OF IDAHO 0616 IDS 1/2"OSB 071400 FLUID APPLIED WATERPROOFING 07 21 FC R-19 BATT INSULATION 07 24 B EIFS-2"THICK 07 55 J MECHANICALLY FASTENED AND HEAT WELDED AT SEAMS ROOFING MEMBRANE 07 92 B LL CONTINUOUS SEALANT BEAD;HIGH PERFORMANCE,LOW-MODULUS ELASTOMERIC;SUBMITTAL Z n REQUIRED w 0811 A HOLLOW METAL DOORS AND FRAMES 09 O G 21 AB GYPSUM BOARD METAL CORNER BEAD 08 22 AC 8"NON-STRUCTURAL METAL STUD FRAMING zs zd 09 29 AA 5/8"TYPE W GYP BOARD vi 12 Q s J O0z 4 �J oLl. OdU� Q N5< MWz -. U -Q W r ,r 4 Z O S Q z 1F ! M 1 � }� V � 1 M, INTERIOR 2" 08 11 A „ 09 22 AC 07 92 B - , 071400 , N U 6 16 DB ----- --- 09 22 AC 07 24 B 06 16 DB T.O.PARAPET 07 1400 t INTERIOR - _ EXTERIOR 0811 A 0922AC 06 16 DB UU` 07 92 B DRIP EDGE 07 55 J r O N� � Q 07 92 B 24 B' INTERIOR �EXTERIOR > Q 2:0811 A EXTERIOR od U) m o Q Q w � H.M.DOOR HEADER @ 2"EIFS& H M_DOOR JAMB @ 2"EIFS& H.M.DOOR SILL @ 2"EIFS&MTL � J 61 MTL STD B3 MTL STD B4 STD J Q 3 = _0 s.-1:_0:, 3 =1_0 Q LL_ D Q W z 6 60" 36" ,X3X.060 T.S. J - coco INTERIOR MF4 G ''a11 -09 21 AB Q V -09 29 AA MF-2 N 101_0.1 ,oi_O 7 21 FC ,. ., JOHN MANVILLE v 4$ooa 09 29 AA 09 22 AC EXPAND-O-GARD VERT EXPANSION N 05 52 11 09 22 AC JOINT COVER AB 5 52 AS 07 21 FC NOTE: SEE ELEV.& FINISHES NOT SHOWN 09 29 AA FINISH SCHEDULE 07 92 B 07 92 B FOR CLARITY;PAINT FOR TYPE EXPAND MF-2 IN EXT a J 0755J in 20" 3/4"DIA.RUNGS 0 09 21 AB 07 92 B z uJ PROVIDE 11 7/8"LVL a Q BACKING BEHIND ALL °0 a LADDER WALL MOUNTS 09 29 AA 07 92 B CLIP "v < 4„ TYPICAL Q 3 - 2�� - SEE ELEV.& , EXTERIOR z 0811 A FINISH SCHEDULE z FOR TYPE Project number 9903 z 0 Date 11/7/2014 Drawn by DLG H.M.DOOR HEADER @ EXT. JR-2 OVERALL FLOOR PLAN- ULTA&PETCO ROOF TO ROOF Checked by Checker Al CMU A3 H.M.DOOR JAMB(a)EXT.CMU A4 Callout 1 A6 LADDER ELEVATION .3 =1'_0" 3"=1,_0 Printed 11/6/2014 1 2 3 4 5 6 7 8 9 :02:a ed Scale A OWN- GIs <- a O Structural Notes q 4D M MA p�G �q�� ARSG�- STRUCTURAL DRAWING LEGEND Design Criteria Structural Steal General �z w SN-1 Structural Notes O Structural dealggn in accordance with International Building Structural steel shall conform to the following standards unless All workmanship and materials shall conform to the requirements Code,2012 edition. otherwise noted on plane: of the International Building Code,2006 edition. loIy S-1 Foundation Plan Design Loads: Roof Snow Load 2E, sf Wide flange structrual beams and columns(W)shall conform Shop drawings for all structural components,including but not limited g p S-1.1 Foundation Details Roof Dead Load 15 psf to ASTM A525,Grade 50(Fy = 50 kai)or ASTM Ae92 to pre-engineered roof trusses,atructural Insulated floor,wall,or Q o Snow Importance Factor 10 (mlmimum N • 50 kal) roof panels,structural ateeI members,precast or prestressed concrete S-1.2 Foundation Details ti $_ p Square and Rectangular structural steel tubing(H88)shall members,etc,shall be submitted to the engineer of record for review S-2 Steel Frame Elevations&Details Q ¢N conform to ASTM A500,Grade B(Fy =46 kal) prior to construction. Review by the engineer of record is For purposes Steel pipe columns shall conform to ASTM A53,Type E or S, of coordination with other building components and for general S-3 Roof Framing Plan O a3Q Grade B(N • 35 ksi) conformance to the structural drawings. Review does not Indicate that r y Wind American standard(S)shapes,channels(C),angles(L),plates, the shop drawings are correct or complete. Responsibllity For correctness S-3.1 Building Details o and bars shall conform to ASTM A-36(F • 36 kal). shall rest with the contractor. An engineering provided b others shall Design Wind Speed 115 mph (3-second ust) y y g g p y S-3.2 Building Details o a g p p g bear the seal of an appropriately registered engineer. EHM Engineers is o r, Exposure C Bolts for structural steel: ASTM A325 unless otherwise noted. not responelble for the adequacy of en Ineering designs performed S-4 Wall Sections Wind Importance Factor 12 Unless noted otherwise on plans,all bolted connections are by others. One copy of each submittal shall be retained for EHM O W 5 a bearing-type connections with threads not excluded From Engineers'records. O n J Z M H O Seismic shear plane. U S" .1062e Except where specifically shown on plans,all holes for bolts SDI shall be standard holes:hole diameter not more than I/16' Site Class C -Geotech Report larger than nominal bolt size(not more than 116'larger For II Seismic Importance Factor 1.0 anchor bolts). ' Occupancy Category II Where oversize or slotted holes are detailed on the plans, Seismic Design Category B provide hardened washers. , Analytical Procedure ELF R 2 -Ordinary ReinF.Maeonry Grout beneath column base plates shall be minimum 5000 psi non-shrink flowable grout or dry-pack Install grout under column base plates after column has been plumbed but prior to floor . M Soil Bearing Capacity: 3000 psf(Geotech Report) or roof Installation. Grout depth shall be sufficient to allow 1' placement without voids. Foundation All steel fabrication and erection shall conform to the current edition of AISC'Specification for the Design,Fabrication and ;r a Footings shall be placed on undisturbed existing soil or Erection of Structural Steel for Bulldings' ' w compacted granular back fill placed In accordance with ,� Q the geotechnical report for the project. Steel ' Contractor shall notify geolechnical engineer If clay Light-gauge ,r�r soils or groundwater are encountered Burin excavation. IV"g g Carbon sheet steel must meet the requirements of ASTM A5"10: ; rj � For bearing partially on soil and partially on rock,provide Grade 50 ksi for 12 gauge minimum 6'sand cushion between rock and bottom of footing. Grade 50 kal or Grade 33 kal For 14 and I6 gauge Z Grade 33 ket for 18 gauge and lighter members. 4 Footing excavations shall be clean and free of loose debris, a standing water,or uncompacted material at time of concrete Structural members must be designed in accordance with AISI ,V`;.l _,� IY placement. 'North American Specification for the Design of Cold-Formed Backfill against foundation walla or exterior walla below grade Steel Structural Members'Including 2004 Supplement. x w h shall not be placed until the to s of the walls are restrained �� O by the completed Floor eyatem p Locate joists directly over bearing studs or headers. ' * �` ZO Provide web stiffeners at bearing points and at locations of -. yv Concrete: f'c(design)• 2500 pal concentrated loads from above. _ r:I 4 ` '+2 U f'c(to be supplied)• 3000 pal In 28 days Provide end blocking for joists not otherwise restrained From , w rotation. f Reinforcing Steel: Conform to the requirements of ASTM A615 Grade 60(% • 60 kal)deformed bars Studs shall be plumb and securely attached to flange$of both ^ for 04 and largger bars. upper and lower runners. Grade 40(Fy 40 Z)deformed bars Runners shall be securely attached to the supporting structure. " Abutting lengths of runner shall be securely attached to a common (2) 4 VERTICALS ssP i sc permitted for 3 and smaller unc. s _tructural element,or shall be butt-welded or spliced. •16'oz.TYPICAL Minimum coverage: 3'cast against earth Studs not laterally braced with sheathing shall be laterally braced 2.51' .�., 15'formed with horizontal straps or cold-rolled channels. (2)-4 HORIZONTAL Minimum lap splices: no.4-- 16'un.o. Bracing shall conform to section D3 of the AISI Specification. TYPICAL AT BOND no.5--24'ur.o. Maintain temporary bracing at all bearing wall studs until the 5EAMe _I other sizes per schedule permanent bracing system 16 completed. All reinforcing shall be tied or otherwise held In place to prevent Splices In axially loaded studs are not permitted. xx movement during concrete placement. Steel Joists Manufactured Open-Web Joists; Masonry All design,loading,manufacturing,installation,bridging,strut bracing, ,f ix i r and erection bracing per manufacturer's specifications and the Steel %' I r i �� m Level I Special Inspection Is required per IBC Table 11045.1. Joist Institute. t "a ,� All materials shall conform to the applicable standards of quality The ISK roof Joist shall have 2 rows of top chord and bottom chord i„s specified In Chapter 21 of the International Budding Code,2012 ad. brid In 9 9 � r F'm 1500 psi. All bridging shall be horizontal and or diagonal bridging meeting the Concrete masonry unite: Minimum net area compressive joist manufacturers and steel Joist Institute standards as to size - strength = 1500 pat attachment and Installation. •ry &: Mortar: Type M or S per ASTM C210-00 Concentrated loads in excess of 1001be applied to the top or TYPICAL BOND BEAM Grout: 2000 psi minimum compressive strength bottom chords or the open-web Joists shall either be applied at a5 N panel point of web member attachment,or have a field welded strut ��., SCALE:NTS Reinforcing Steel: Conform to the requirements of ASTM 615 r r = 60 kal)deformed bars Installed From the point load location to the nearest panel point on Grade 60(F y for 04 and tar the opposite chord. See MFGRS.and S.J.I.requirements. gger bare. +� Grade 40(Fy =40 kei)deformed bars All K-series joist attachment at steel bearings shall be a minimum of permitted for 03 and smaller U.m.o. two 31I6'fillet welds 3' long,except as noted. LU Vertical Reinforcing: (2)04 a 16'oz.except as otherwise noted ` O \ C) O Minimum one r5 at each corner and at each V, Side all openings -see reinforcing details - Horizontal Reinforcing: (2)04 at bond beams a 48'oz.max Metal Decking W Z J Q Lap bare 48 bar diameters minimum at all splices. (2)-4 VERTICAL m Q Reinforcing shall be secured against displacement with poeRloners The main roof metal decking shall be Vulcra Ft 1.55 decking 20ga.or EACH SIDE OF O.H.D. spaced not more than 200 bar dtametera on center. equal. Attachment shall be with all Tek screws in each valley at each EXTEND 32'BEYOND ♦n _ support and boundary longitudinal edges with 012 Tek screws®6' OPENING W All construction shall conform to the provisions of Chapter 21 of oz_ 'a;� the International Building Code,2012 ad. Side lap joint connections shall be 010 Tek screws 9 12'o.c. II J Unless noted otherwise,embedded bolts shall be placed prior to All metal decking manufacturing,design,detailing and construction HORIZONTAL AT MAN Q grouting,and held In place with templates or other suitable shall meet the latest Steel Deck Institute standards. I I DOOR LINTEL EXTEND 0' II Q J LL means to prevent movement during grouting. I BEYOND OPENING w a, U z Special Inspections I `�^ I l U=4 HORIZONTAL AT _— — — —— — —— —— — —— Z m Non-Shrink Grout MAN DOOR LINTEL II I I O All column base late details requiring non-shrink rout shall be Periodic special Inspection shall be performed In accordance p eq 9 9 with 2005 IBC Section IT as follows: _ supported by grout meeting the following: ZdZ '�^/� I. Soil compaction tests to verify bearing requirements,in II II Z C0 F'c �,500 pat in 28 days F'c 6,500 psi prior to placing elevated elaba. accordance with Table 1-104.-l. 2. Concrete and rebar In accordance with Table 1�04.4. I I 11 '1 The recommended grout is Masterfiow 928 as made by Master Concrete compressive tests shall:be completed for II II V Builders Technologies,or a grout of equal specifications. every 50 c.y.,minimum of one.per pour. Compressive strength teat samples shall be made from every mix batch at the job site. samples shall be made In 2'cube molds as 3. Masonry and rebar In accordance with Table P1045.1 I (I)•4 VERTICAL EACH per ASTM-C-109 modified as per CRD-C 621/ASTM-C-110"I for Level I Including verification of F'm prior to SIDE of MAN DOOR I I I I premixed fluid,non-shrink grout. All preparation,mixing,placing construction and every 2500 square fact during and curing shall be In conformance with the MFGRS specifications. construction with a minimum of I prism for each CMU type The ambient air,base plates and Initial material temperatures shall during construction. Prism tests 26 daye prior to I I be In the range of 45'F to 90'F for both mixing and placing. construction will be required if the manufacturers masonry unit strength Is less than 1,900 psi(8'Units). II II Cure all exposed grout shoulders by wet curing for 24 hours and Grout and mortar compressive strength tests shall be by applying a Master Builders recommended curing compound. completed for every 1,000 square feet of CMU wall constructed. 4. Steel construction(bolts and welds)In accordance with Table 11043,apeciflcally Including alip critical bolt Inspection in accordance with AISC Specifications. 6. Non-shrink grout compressive test cubes for each LINTEL DETAIL @ MAN DOORS LINTEL DETAIL @ LOADING DOCK O.H.D. ' batch mixed. Inspection for compliance with " preparation,temperature and curing-requirements as per SCALE:V 1'-O' SCALE:'aie' 1'-0' � MFGS space. Project number Date 9/24/2014 Drawn by EHM Engineers, Inc, Checked by BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE W A'YI-1 Engineers/ Surveyors/Planners 621 North College Road,Suite 100 Twin Falls,Idaho 83301 Printed p(208)-734-4888 fax(208)-734-6049 web:ehmino,com Scale NTS �\paPeticGsNF�F�y W 12x30 BEAM � p CF,94TFOF I0Pa0 0 W 12x30 BEAM 10'x S'x 114'THICK W 12x30 BEAM TOP PLATE WITH(4) 914'0 A325 BOLTS 10'x 1 I'-0'x PLATE 3/I6' I 3 3/1, I WITH(4) A325 1'-3' 5' I BOLTS W 10x33 COL. b O 26'-4' 4'-10' 21'-6' 4'-10' 20'-10' 1 a I 2 2 z n CONNECTION DETAIL I CONNECTION DETAIL 2 Q N o . EEL I III III III Wd II II II I SCALE'/ •1-0' pia SCALE'x4' 1-0'TES. x0B W 12x30 BEAM W 12x30 BEAMEOV11 =2' W 10x33 COL. 24b S-2 QO ryONNL�L aaoo�a`ra� n�O a s 5' O viwwd' I I H89 I HSS I I'DIA.A36 THREADED 13 RODS AND HILLSIDE I 1� m T'XT'X ' T'XT'XI}' WASHERS 4 NUTS - 1 4 V r0 —- TYPICAL .F 3/16 A'' T.O.STEEL A 3 3 HSS'1'x'I'x vARIEs p Ir a I 6-2 8-2 — - 40 -L�W HSS T'XT'X�x�' I I 12x30 BEAM (1 LI m THICK PLATE WITH IL(4)si4'0 A325 BOLTS W IOx3,3 COL. = 3 HSS S-2 HSS WITH3)4�'0 A3 5� 'I \T•XT.X�• T•�.X�. 3 TOP OF WINDOW I HSS ISx&xl1V w/L&x&x%'BRICK LEDGER - - 1 HSS 14'X6'X'xa'w/bx6x 'BRICK LEDGER m BOLTS ELEV.•110'-S' E \ 9 -- -- Q� j I 3 S-2 SIM 5-2 S-2 I U `D I S-2 S-2 SIM S-2 ,,1 ,y a a33�i S S CONNECTION DETAIL CONNECTION DETAIL 4 w SCALE 4'•I'-0' �' �,� 9 ALE'14• I'-0' S_2 Q m I Q iCo Im104 m�ID 1 3 0 I 3 , �,, 6 N 6 I 6 G ,; z TA.CONCRETE_ S 2 5-2 8-2 5-2 12 a O ELEv..l02'=0 I I 1 I —T''4 F- FINISH FLOOR 5-12 5-1.2 5-1.2 5-12 - r ELEV.= 100'=0'—- __ --- __.. ___ I BASE 10114• - U) W 14x35 BEAM P E W '4'0 J - - LU BO Se�. ry Z EM r _ O Y ° 0 1O'x a' UJ rz x I'THICK �.. 9 UJ 3/I6' TOP PLATE WITH(4) 34'0 A325 BOLTS 2�. 1/4' n W 10x33 COL. STEEL FRAME ELEVATION GRID LINE A 'ilCONNECTION Dk CiA IL(a%SLOPH)ROOF BM 5 BASE PLATE DETAIL 6 SCALE IV I'-0' SCALE 1/4' 1'-O' S-2 SCALE'/' I'-0' 5-2 24'1 5 11q W 10x33 COL, - 35'-3' 20'-9j' 5se o o - __- _- 1/4' S. 0 HSS IS'xb'xis' N. Y ELIE OF ROOF DECK -�nf .r - ELEV.•125'=1I' � HSS T'X'1'X�' L6x6x'i(e BRICK ''i LEDGER 2 2 2 2 2 1 THICK PLATE WITH W 14x36 SLOPING S-2 5-2 5-2 S-2 5-2 ROOF BEAM a 14:12 I 5-2 i S-2 (4)1i4'0 A325 BOLTS SLOPE(VERIFY) `i —T.O.STEEL_ Ilk Q W 12x30 BEAM W 12x30 BEAM W 12x30 BEAM ELEV. 122-0' I CONNECTION DETAIL ca � Q 5-2 I I I. I I SCALE'/4'•I'-0' S-2 T u I I I L U O m C) m l I I `� I I i'DIA.A36 THREADED I I -�41 V. 14' W 10x33 COL. 1 H55 T'xT'x%z' RODS AND HILLSIDE I Q` W J WASHERS 4 NUTS J Q I I TYPICAL V HSS 14'X6'X%'w/bx&x4(o'5RICK LEDGER -� -> HSS 9'XT'X4'w/5x5x%'BRICK LEDGER I - �(0' 3'al2' J J Q 5-2 S-2 HSS 14'xb'x'/a' HISS T•XT'Xa' MID POINT 1 HSS T'XT'X1}' Has T.�•Xa, MID POINT � � � w 0 9 9 0�—LD T. i 1 U ELEV.••-110-10' _ ;• LU D Z 3 1 ELEV. 110'-10' - L S-2 SIM SIM S-2 - K S-2 S-2 3 3 o w x 3 3 m HSS T'x7X V, S-2 5-2 p N 9 1 5-2 5-2 1 I 5-z 1 __. O C ~ + I o o s N a I J I a LEDGER BRICK m I_ a I S r p Tea'x 21'x VTHICK Z I 0 yyy a x PLATE WITH(4)'i4'0 Q 1 IF 0 Z I 1 ^� m I I A325 BOLTS LJL 6 62 1 1 �. I I V _J a 1 N I m3 3 5-2 6 I 1 6 6 I 1 6 G 1 6 1 CONNECTION DETAIL 8 L J t.0.CONCRETE I S-2 7- 5-2 5-2 S-2 5-2 T.O.CONCRETE SCALE'xi' I'-0' S-2 ELEV.—Im'1'=0 I I "" 1 5-2 1.I /"��[EV.=TO-0-8- 5-L2 SIM / fA FINISH FLOOR __ J FINISH FLOOR v, ELEV.•100'-0' ELEV.=100'-0' -- --- I -. -- 1 2`t'e' S, 014• W 10x33 COL. --�--'-- -- 1 1 1 5-1.2 5-1.2 5-12 5-11 5-1.2 _+ a _H ,• 3'®12' SS 14'x6'.%' STEEL FRAME ELEVATION GRID LINE B p =Y L5x5x'{0'BRICK SCALE 11V I'-0' LEDGER . 11x2'x Irv'xV THICK PLATE WITH (4)34.0 A325 BOLTS CONNECTION DETAIL 9 .. SCALE'4'•.p_0'. 5-2 Project number Date 9/24/2014 Drawn by EHM Engineers, Inc. Checked by BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE 3. C�-2 Engineers/ Surveyors/Planners J 621 North College Road,Suite 100 Twin Falls,Idaho 83301 Printed p(208)-734-4888 fax(208)-734-6049 web:ehmine.com scale AS NOTED �,kNGINp�9 yyO�Q{;GIS P��y 9 G C.�gTFOF I0P�`8 a MARI �z 1 2 3 4 5 ,go t-M Q W I I I ca B.O.D.119,_7„ Q Q� Qo¢i� �3s II I I o B.O.D.119,_5„ I - Oa- - — — — — — — — 4- — — — — — — — — — — — — — — � 00 --- ,4 � 5-4 RM Z o J N � I I D II B.O.D.119,_2„ 2 I ' B.O.D.119'4" I � B.O.D.118'-10" S-3. TIfP. B.O.D.119'4" 8 3 B.O.D.118'-10" - - m iID YP. B.O.D.123'-10" cF 0 B.O.D. 2 MAIN&SECONDARY ~ I 4 gte I D I �o\stg e g lop s-4 s-3. YP. eTY P. ROOF DRAINS "BOD119 B.O.D.123'-61/2" B.O.D.124'-4 3/4" �® G � 0 6 4EG 9�J 10.5 15 GIRDER 48G N 10S GIRDE -= B.0.D.119'-4" � I B.O.D.119�'-4 B.O.D.124'-4 3/4" S s MAIN&SECONDARY I B.O.D.123'-7 1/4" I E. z I ROOF DRAINS B.O'D.123'-81/2"I s O L61s-3, i I o w �i `� I sr3 a )3rs S-3. TYP. o PQ s >-76 1 es'e• O �k R ® o RT ® I ra fO ��srs $00 be ed B.O.D.120 1 3/4 B.O.D.120 1 3/4 5-4 I I aio ao I 7 O B Ili 143 4 SIN16S G K GIRDER 48 SN 165 K GDR IRE Ibe I 00 be 51 I 1I s P. _ 48Cs 14 K GIRDER I I _ I j - 48G TN 14 K GIRDED — 4 B.O.D.124'-4 3/4" I B.O.D.124'4 3/4" B.O.D.124'4 3/4" s_3. 09 f p• .e0 I I I I I I I I I � � ', g�fi � I ��• .�. � s8 � ° F � ,: ,r I I I I I I I I a � �•m '' B YP. S 4 oil TYP I 5B.O.D.121-0 718" L121'-0 7/8" Q 5 ,42G-?N 16S K GIRDER 48G 9N I6S K GIRD R '�/� Q O v� a 01 > _ B.O.D.125'-3" B.OID.125'13" I B.O.D.125'-3" sIM ® ib� f11 J Q W 7V m � 4EG 14 K GIRDER 48G I K ER l^ — — — C v) I I I I I I 4 RTU-I RTu_2 I 90 RT -5 LL IpOO Ibe 12O bs b�srs, r srs ®be li J z Z LL m 'P� o I I I �sr Z W I sTs seS, \JO TS WIT TYPE I H E IONS IIID eo I e• B.O.D.122'-0" I I I I I 9 I I I I U I I1<JOISTS WITH TYPE R CHORD E IONS REO'D B.O.D.125.-11" ��-'-IaT'F%Ix305E B.O.D.122'-0" 126'-1 1/2" HD HD HD I I I 3 B.O.D.126'-11/2"— I WIZ r30 SE M WI2x3 EAM M s 3'xls 'x � I HD HD I HD B 4 I Wibx2 EAM HD WI2 50 BE M -3 WIZ 0 BE — � — — — — — — — — — — — HS88x6x�4 GANOPY — Wlbx 6 BEAM ly ANCHOR BEAM CBELOW) HSS 6x6x'i4' B.O.D.126'-1 1/2" FI88 3'':I�'V 19'-6's LENGTH BETIUEEN COLUMNS 2 CSEE DFTAIL 2/6-3 )\ '` 1466 6x6 COL.SEE OVER BUILD THIS AREA 1 -3' I `HSS 6xbx/4 CANOPY 1 DETAILS 5-8832 ANCHOR BEAM B.O.D.126'-2" B.O.D.126'-1 1/2" I I (BELOW)21'-3t2'! - LENGTH BETWEEN HSS HSS bx6x'4 bx6 COL.SEE DETAILS - - COLUMNS I s-8/8-32 I Project number Date 9/24/2014 Drawn by n 1 2 3 4 5 EHM Engineers Inc. Checked by S3 ROOF FRAMING PLAN BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE rC 3 Engineers/ Surveyors/Planners 621 North College Road,Suite 100 Twin Falls,Idaho 83301 Printed p(208)-734-4888 fax(208)-734-6049 web:ehminc.com scale 1/8"=1'-0" ENGINt, yy�O�Q,EGIS F�y.. N A C9TFOFIDp�G a PUDDLE WELDS MAIN� 8'CMU SOLID GROUT e'a-lu SOLID GROUT 8'CMU SOLID GROUT ALL CELLS METAL DECKING ALL CELLS aa'FUDDLE WELDS ALL CELLS •6'o.c. 1,4• 4• 1,1 11 14I 114' 4' 1 I \ (2)04 VERTICALS•16'oz.(BEYOND) (2)"4•VERTICALS•16'oc. (2)"4•VERTICALS•IS'o.c. METAL DECKING .I` 1I __ __} \ L4x4x'4 x VARYING LENGTN9 ADDITIONAL C2)"4 BOND BEAM AT METAL DECKING BETWEEN ROOF JOISTS WITH(2) ROOF DECK BEARING V0•24'o.c.CENTERED ON ADDITIONAL(2)"4 BOND BEAM AT zd L ` V2'xb'x9'BRCa.PLATE WITH ANGLE. L4x4xV4 x CONT.LENGT ROOF DECK BEARING r to MATCH ROOF SLOPE > (2)3x'xb'WELD STUDS•6'C.C. W' WITH T{y'4 a 24'oz.20KT ROOF JOISTB \ I 4'DIA x 6'SIMPSON TITEN HD \J CENTERED ON ANGLE. J SEE FRAMING PLAN SCREW ANCHORS•24' O .. FOR SPACING ADDITIONAL(2)"4 CONT.IN BOND PLACED TO AVOID CMU HEAD O BEAM AT BEARING WELD STUDS JOINTS BY N4'AND VERTICAL 1i4'DIA.x 6'SIMPSON TITEN 1.1• I REBAR HD SCREW ANCHORS•24' \�^ Z oz.PLACED TO AVOID CMU J 9 I HEAD JOINTS BY IIx4'AND N. (2I"4 CONT.IN BOND BEAM VERTICAL REBAR AT 48'o.c.24'LAP®SPLICES CORNERS ROOF CONNECTION BETWEEN FLOOR JOISTS 2 SCALE:IV2'.1'-0' S-3 ROOF JOISTS BEARING CMU WALL I LEDGER ANGLE @ CMU PERPENDICULAR TO DECK VALLEYS;: SCALE:I1/2' . I'-0' S-3. I SCALE: Ni' I'-0' I (4)3/44,x 21x2'A325 BOLTS,NUTS 4 14NON!'BEARING ! Q WASHERS PLATE (2)Dq'Y x 2V2'A325 BOLTS,NUTS t HSS 6x&xV4'COLUMN 2? .01 WASHERS (BELOW) 01 32 GB N GIRDER II to Z JOISTS W 14x38 SLOPE ROOF BEAM 32 G8 N GIRDER a ROOF JOISTS AS PER JOISTS •` 41: U PLAN 32 GB N GIRDER JOISTS z�; SOP OF STEELd \' 0 ELEV. 119'-31i2'!VERIFY) Fv7,. Z V2'WEB STIFFENER AT I O N GIRDER BEARING 4' 4' W POINT 144 4' W 14x38 SLOPE ROOF 14'x8'xl'BEARI BEAM PLATE" 3/I6' I V CMU SOLID GROUT 3/I6' i ALL CELLS '�—W 14x38 BEAM # x • tV 2' i 14� 2' i i2'xb'x9'ERG.PLATE I WITH(2) /4'xb'WELD (2)"4.CONT.IN BOND BEAM 3/I6' i i STUDS 9 S'G.C. AT SEARING WELD STUDS I I b914'xb"1Vxl' I 4'xb'x'4'PLATE TOP PLATE 4'x6'xa4'PLATE i �U ,,,,... V4' 4' I HSS 6xbxV2•COLUMN V4' 4' i ' I14• 4' i Ix4• 4' HSS 6x&x1/4'COLUMN BEAM POCKET @ CMU WALL 6 JOIST GIRDER TO COLUMN CONNECTION DETAIL 4 JOIST GIRDER TO COLUMN CONNECTION ( PERIMETER DETAIL SCALE:V I'-0' S-3. 5 SCALE. SCALE:I'=I'-0' s-3. I C4 V3 METAL ROOF DECK UPPER ROOF DECKING 6'METAL STUD IN-FILL WALL ROOF JOISTS AS PER WITH CONT.TOP TRACK WELD PLAN TO TOP FLANGE OF BEAM n' LU Q 6'METAL STUD IN-FILL WALL W m Q WITH CONT.TOP TRACK WELD TO TOP FLANGE OF BEAM ROOF //� W 14x38 EL � //� J V J 2'm 24' V Z W OPE BEAM B DECK 20 a.WITH-12BEAM J W 14x38 SLOPE ROOF 21 a 'i3 1 J s rp 9 TEK SCREWS•12'oz.TO / 6'ROOF JOISTS•24'oc. EACH JOIST J LL 6'JOIST BLOCKING QQQ •.,� y� _ ,.s V6 2'•24' 6 00516 2-54 DIRECTLY A L.L.I LOWER ROOF DECKING OVER STUDS 5$•BETWEEN ALL �y J z ———— m CONTINUOUS BLOCKING b'SHEAR O U_ 5 SIM. NN'OSB AT'HIGH SIDE'OF WALL WITH"e SELF - WALL STUDS ------- -- — O DRILLING SCREWS m S'o.c.9 PANEL EDGES 6:12 PITCH OF TOP TRACK O 5-2. AND 12'o.c.FIELD. BLOCKING AND SCREWS• SIMPSON S/H3•EA.JOIST INSTALL TEMP.BRACING FROM (1 os.REO'D. AT PANEL JOINTS. 54 MIL. L3x3x'!{"CONT.LEDGER WEB SCREWS ERG.(4)"10 SCREWS SHEATHING AS PER COL.i0 BEAM UNTIL SHEAR \\ // M12a.)WALL STUDS•24'MAX SPACING. 54 Ne OSg AT'HIGH SIDE'OF WALL WITH"8 SELF ARCHITECTURAL.SCREW TO WALL I6 COMPLETE MIL.(Ibga.)TRACK WITH POWDER ACTUATED DRILLING SCREWS•6'o.o.•PANEL EDGES STUDS t TOP t BOTTOM TRACKS FA8IENERB(0.145'x1')•12'o.c. AND 12'oz.FIELD. BLOCKING AND SCREWS• v 6'oz.REQV. AT PANEL JOINTS. 54 MIL. Vr' I' oz.IN S.D.SCREWS•12' STUDS 0 24'oz. (16ge.)WALL STUDS•24'MAX SPACING. 54 WEB oz.INTO HSS 600SI62L 54 CUT TOP OF STUD• I \ MIL.(Ibga.)TRACK WITH POWDER ACTUATED 6'xIV2'TRACK 43 MIL. 6:12 PITCH. FULLY BEAR IN TOP FASTENERS(0.145x1)•12'oz. Vr' Iab' !BOTTOM TRACKS I i CONTINUOUS 1V2'x20ga. MAIN ROOF B DECK STRAPS EACH SIDE aF TRACK BLOCKING REQV• 20 ea. V2'PAN HEAD SCREW EACH 6'x IY FLANGE WITH V2'LIP•24'o.c. STUDS OVER BLOCKING SHEARWALL PANEL JOINTS FLANGE OF EACH STUD TO TOP! AT SHEAR WALL WITH 4 SCREWS PER BOTTOM TRACKS I AND LOWER ROOF LEDGER BLOCK ANGLE ATTACH ADDITIONAL BLOCK NG i SECTION VIEW ELEVATION AT BLOCKING 3xl FROM STUDS,WELDED TO i V I. V2x�' COLUMNS•48'oa. I I EA. a� HSS III I SHEAR WALL---_ I L3x3x%CONT.LEDGER B12Ca Ixa. I' CONT. �JIll6 SHEATHING I BLOCKING I 1456 6 V2'COL AT LOW ROOF WALL STUDS I 1 I I I COLUMN TO SHEAR WALL CONNECTION DETAIL BLOCKING BUILD OVER ROOF ABOVE ENTRY 7 I SCALE:V . I'-0' S-3• i i SCALE:1' . I'-0' s-3. PLAN VIEW Date 9/11/2014 Drawn DYE ROOF LEDGER TO SHEAR WALUBLOCKING DETAIL g SCALE:V - 1'-0' 9-3. EH 4 Engineers, Inc. w-1 BUILDINGTHE FUTURE ON A FOUNDATION OF EXCELLENCE '' Sof 1 Engineers/Surveyors/Planners Fnnted, 621 North College Road,Suite 100 Twin Falls,Idaho 83301 p(208)-734-4888 fax(208)-734-6049 web:ehminc.com Scale' As indicated IN y��o�PQt:cGs s 11grFOF IDP�'G 0 I I I I � I z w I � I ego _ ¢ I � 6'XIV2'TRACK 43 MIL.WITH LEGS BENT TO 6:12 PITCH '10x94'5D.SCREWS s(" o r o.c.IN EA.VALLEY I' Z¢ B DECK 20ga.WITH 12 TEK 6' I � ¢�=d SCREWS s 12'on.TO EACH JOIST 1 m r V2'PAN HEAD SCREW I xe �', Oa- EACH FLANGE OF EACHmo I O N -j STUD TO TOP t BOTTOM LL 0 g C5 m TRACKS C3)M0x'4'HEX HEAD S.D. R ¢� O 7/16'OSB/PLY WITH-8 S.D.SCREWS I SCREWS PER STUD®24' 24/0 SPAN RATED - L . s PANEL EDGES 0 C DIAGONAL BRACE TO o�. Fl ELD. b'o.c.TO TOP<BOTTOM ROOF DECK 24/0 SF YWOOD p ROOF JOISTS/ TRACKS t BLOCKING BLOCKING/STUD I I BEYOND 6'METAL STUDS®24'o.c.600SI62-54. 6'METAL STUDS24'oa. 6' 'I s X6 6' I I I G 6:UT TOP OF STUD® 12 ROOF PITCH. I 6 00516 2-54. FULLY BEAR 1200TI50-54 TRACK•45°ACROSS +DOUBLE STUDS WEB TO WEB• I IN BOTTOM TRACK (4)fl0x94'HEX HEAD 5D. SLOPED STUDS WITH(3)-10 SD. I - HOLDOU.N LOCATIONS I SOWS s EA.DIAGONAL 2 6008162-54 STUDS m 45° SCREWS PER CROSSED:STUD. — EA.SIDE OF WEB WITHIN 2' t 24'oa. BEND ON LEG OF TRACK 45° SIMPSON S/HDU4 HOLDOWN ON DOUBLE AND INTO H55 BELOW. — STUD(WEB TO WEB)WITH(6)fl4 S.D. I SHEATHING AS PER ARCHITECTURAL. i2'PAN HEAD •24'o.c. II SCREWI°. I 6REo�0 STUDS<BOTTOM TRACK V2'PAN HEAD SCREWS (2)SCREWS PER STUD ' EACH DIAGONAL 1200TI50-54 TRACK WITH Fq (4)-10x%'HEX HEAD SD.SCREWS ONE LEG BENT TO 45° '/2'DIA.A36 THREADED ROD THRU PER STUD. 2 EACH SIDE OF WEB HOLDOWN t TOP CHORD OF K JOISt I/ I - I WITHIN 2'INTO HSS BELOW. MAIN ROOF B DECK WITH I'xlia'PLATE WASHER FIELD WELD E'4" e' 2' I (2)LN2'xhx2'x�a'WEB MEMBERS FROM 6RS Ise. 2' V2'PAN HEAD SCREWS EACH FLANGE I '10xaa'HEX HEAD S.D. TOP CHORD TO NEAREST BOTTOM OF EACH STUD TO TOP AND BOTTOM I SCREWS PER RIDGE e gill6'o.c.bTAGGERED Q CHORD PANEL POINT TRACKS. HSS 3xlli2xj'CONT. K JOISTS•5'-0'oa. s' � I O h0x'ia'9D.SCREWS = MAIN ROOF B DECK HSS 3x1V2xj'CCNT. I t1g' 2' EA. I s 6'oa.EA.RIB y I18, 2' BRG K JOISTS s 5'-O'a.c. -- TOP CHORD K 6'-0'TO R VERTICAL JOIST W16x26 Z O H a LIWxIL2'xV.' K NOTE: VERTICAL DOWNWARD LOA TO EACH K JOIST FROM DIAGONALS u) TYR i�a, MAX. 1060 LBS w 0 VERTICAL UPLIFT LOAD TO EACH K ZO JOIST FROM DIAGONALS 1,000 LBS SHEARWALL DETAIL @ BUILD OVER ROOF ABOVE ENTRY(PETCO) 1 PARAPET WALL @ FRONT ENTRY ULTA DIAGONAL BRACE TO ROOF DECK ' 3 IAG6NAL BRACE CRICKET DETAIL(ULTA) q w SCALE: 1' 1'-0' -3 SCALE:I' =I'-0' -3. SCALE:I' = I'-0' .� fi „�q�`v" - '�.: -3 SCA"LE:i' I'-0' _3 � a!� I WALL COVER HSS 6x6x14 WITH I ate. VARIES SEE 4g'x5p2'x5�2'END PLATE I ARCH. C1240.1 CANOPY FRAME I � # GRIND , t s` I I I/4' PLUSH I I I I I HSS Sxbxl4 CANOPY ANCHOR BEAM I ----_-- ,�2'MAX S SPACINGa 'i4'x3'A325 BOLT WITH I' 2 NUTS TACK WELDED IN PLACE HSS 6xbxI4 COLUMN HSS 6x6x'144 COLUMN I I I I I I I CANOPY ANCHOR BEAM TO HSS 6x6x4"COLUMN 5 �� 1/2 KNIFE PLATE WITH 11(6'` , Cn FOR I'DIA.BOLT/PIN FOR-5 SCALE:3' = I'-0' -3 �i g• CLEVIS(a/a'GRIP)WITH I'DIA. 3�6 ROD WITH NUT s 30°FROM VERTICAL Ida C) O _ : � / -q T LIJQ > 2 I/4' m "� HSS 4 CANOPY 1/4' FLUSH v ANCHOR OR BEAM 1/4' SEE ARCHITECTURAL Cl2x20T CANOPY FRAME FOR ROOFING AND I/4' FINISH G NOTES 1I2x20.1 i J CANOPY FRAME � Y 112'KNIFE PLATE WITH Or.- t B DECK 20ga. GS Q ——— FOR 1 DIA.BOLT/PIN FOR . CLEVIS(gi4'GRIP)WITH I DI LL ROD WITH NUT s 30°FROM I VERTICAL N °'' LI1/2'xIV2'x14' L.L z_ Z LL I ` m I LL I m PLAN VIEW O x5�2'x5�2' END PLATE ' 2'sl2' Z � x �1 6• 'L' I Ir :, Q Lf HSS 6x6xia L=4%:(ULTA) - U L=33'e (PETCO) CANOPY ROD ANCHOR POINT 6 CANOPY FRAME CONNECTION @ HSS CORNER COL. METAL CANOPY DETAIL 8 SCALE:3' - 1'-0' v2y SCALE:3' = 1'-0' -3 SCALE:3'• I'-0' -3 - Project number Date 9/11/2014 Drawn by Checked by EHM Engineers,THE Inc. BUILDING E FUTURE ON A FOUNDATION OF EXCELLENCE Engineers/Surveyors/Planners Printed 621 North College Road,Suite 100 Twin Falls,Idaho 83301 p(208)-734-4888 fax(208)-734-6049 web:ehminc.com Scale As indicated O a,,GIs e�G✓m 0 d? O� �rFOF10P�`O a DMA 1 G 3 ,gQ U H 5 a LL N O 1,T.O.CMU ELEV. 118-0't 26-8 GRID G) �+ ELEV.•123'4 (GRID H) c� (SEE ARCHITECTURAL) ADDITIONAL(2)-4 IN ADDITIONAL(2)•4 IN BOND BEAMS AT TOP T.O.CMU BOND BEAMS AT TOP LL o OF PARAPET AND T.O. CF PARAPET AND z 3 x ROOF BEARING Y€L�v.T26�8 GRID ROOF BEARING Q ¢�n ELEV.•125'-4'(GRID 3) ELEV.•123'-4'(GRID 5) r r (SEE ARCHITECTURAL) 0 x O ZZ O -3. 3'-4' I A L4x4x'/4 x CONT.LENGTH MATCH - � ROOF SLOPE WITH T6'A®24' oz.CENTERED ON ANGLE. , METAL STUD WALL r W F (2)04 VERTS IV oz. TYPICAL (2)•4 VERT$s 16'o.c. M i Z TYPICAL METAL STUD WALL " " O_ tY � U OSB SHEATHING WITH"a SELF DRILLING SCREQI LLUU AT PANEL EDGES AND 12'b.c.FIELD. BLOCKIN�s RAF S® < I Y 6'o.o.READ.AT PANEL JOINTS. 'sr " Z i t ,,y, I O W 8'CMU SOLID GROUT 8'CMU SOLID GROUT ALL CELLS 6006Ib2-118 METAL STUD 22'-8'CONT.F� H STUDS * ,' zit s (2)04 IN BOND BEAM (2)•4 IN BOND BEAM •48,MAX SPACING 4 48'MAX SPACING A, &00T150-54 WITH POWDER ACTUATED • i,d FASTENERS(0.148x1')+0 12'oz. I 1 FIN.FLOOR ELEV.•100'-0' �_; .. ". . 1 r 11 z o0^7� �I— J� 10 1.19 O ¢� m u) 4 11 4 3 1 I �' � � J S-LI S-LI S-LI S-LI '^ —J l AT 3) Q V�/ _j Q LINENE 3) AIL A&I W WALL SECTION 4 WALL SECTION B WALL SECTION a _ Z SCALE: Vie• 1,_0. S-4 SCALE:1/i' _ 1'-0, 5_4 S-4 Z J SCALE: t'z' . i'-0' O m F" Z /4� V Prolect number Date 9/24/2014 One—by EHM Engineers, Inc. Checked by BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE ,S-/� Engineers/ Surveyors/Planners i�• 621 North College Road,Suite 100 Twin Falls,Idaho 83301 Printed p(208)-734-4888 fax(208)-734-6049 web:ehminexom Scale AS NOTED g 1 2 3 4 5 6 7 8 9 PETCO PACKAGED ROOFTOP UNIT SCHEDULE MECHANICAL LEGEND FAN SECTION HEATING SECTION COOLING SECTION WEIGHT ELECTRICAL SYMBOL DESCRIPTION SYMBOL DESCRIPTION Z PLAN MFGR MODEL NOS. TYPE 0 ELECTRIC THERMOSTAT LL CODE TONS DESIGN AIRFLOW MIN.OSA DESIGN ESP(NOTE 2) HP SYSTEM INPUT 1 OUTPUT SYSTEM CAPACITY AMBIENT EAT(DB/YVB) REFRIGERANT UNIT VOLTS/PHASE MCA MOCP EFFICIENCY REMARKS -LPS- LOW PRESSURE STEAM SUPPLY �j O CFM CFM INCHES W.G. TYPE MBH MBH TOTAL/SEN.MBH TEMPERATURE DB LBS ---COND--- STEAM CONDENSATE RETURN C ELECTRIC THERMOSTAT W/GUARD 12 RTU-1 CARRIER 48HC'09 8.5 GAS-ELECTRIC 3,400 0 0.8 2 GAS 180 148 95.6/95.6 95 80/62 R410A 1200 20813 41 1 50 12.0 EER 1-8 PNEUMATIC THERMOSTAT OR DDC RTU-2 CARRIER 48HC"09 8.5 GAS-ELECTRIC 3.400 0 0.8 2 GAS 180 148 95.6/95.6 95 80162 R410A 1200 20813 41 50 12.0 EER 1-8 lx! GATE VALVE Q TEMPERATURE SENSOR(JOB SPECIFIC) RTU-3 CARRIER 48HC""09 8.5 GAS-ELECTRIC 3,400 850 0.8 2 GAS 180 148 95.6/95.6 95 80162 R410A 1200 208/3 41 50 12.0 EER 1-8 1--� ai RTU-4 CARRIER 48HC""09 8.5 GAS-ELECTRIC 3,400 0 0.8 2 GAS 180 148 95.6/95.6 95 80162 R410A 1200 208/3 41 50 12.0 EER 15 Ibi BALL VALVE 1-- ACOUSTICALLY LINED SHEET Q 5 RTU-5 CARRIER 48HC"07 8 GAS-ELECTRIC $400 650 0.8 2 GAS 125 103 66/58.7 95 80/82 R410A 1.000 20813 36 50 12,0 HER 1-9 �f METAL DUCT ACCESSORIES: -0 BUTTERFLY VALVE 1.INSTALL MANUFACTURER SUPPLIED ROOF CURB AND ANCHOR BRACKETS. Drd GLOBE VALVE MANUAL BALANCING DAMPER Q LL r 2.UNIT SHALL HAVE FACTORY INSTALLED SUPPLY AIR SENSOR,BAROMETRIC RELIEF DAMPERS,LOUVERED HAIL GUARD,NON-POWERED CONVENIENCE OUTLET,NON-FUSED DISCONNECT SWITCH,HINGED ACCESS PANELS, THRU THE BASE ELECTRICAL CONNECTIONS,FILTER RACK,AND TEMPORARY FILTERS. C�$ TRIPLE DUTY VALVE O 3 FLEX CONNECTOR rr11 }y S. UNIT SHALL HAVE FACTORY INSTALLED SUPPLY AND RETURN SMOKE DETECTORS WITH SAMPLING TUBE.MECHANICAL CONTRACTOR RESPONSIBLE FOR SMOKE DETECTOR TERMINATION TO CONTROL BOARD WITH FACTORY PROVIDED LEAD(APPROX 3 FT). H SWING CHECK VALVE0 SMOKE DETECTOR REMOTE TEST/RESET STATION TO BE FURNISHED BY CARRIER AND FIELD INSTALLED IN THE LOCATION SHOWN ON THE DRAWINGS BY THE E.C.ONE TEST STATION PROVIDED TO TEST BOTH SUPPLY AND RETURN SMOKE DETECTORS. o 4.UNIT SHALL BE VERTICAL DISCHARGE. ---!`�:l STRAINER ❑AD ACCESS DOORS O g v c 5.UNIT SHALL HAVE MODULATING ECONOMIZER WITH OUTDOOR AIR HOOD,ALL NECESSARY WIRING,GLOBAL ECONOMIZER CONTROL,AND SENSORS ARE FACTORY INSTALLED BY CARRIER. 6.UNIT SHALL HAVE FACTORY INSTALLED RTU-OPEN CONTROLLER AND SUPPLY AIR SENSOR.INSTALLING CONTRACTOR SHALL INSTALL ALL NECESSARY WIRING AND CONTROLS TO INTERFACE WITH THE EMS SYSTEM.SEE WAG Cl FLEX CONNECTOR O ui 7.FACTORY INSTALLED TEMPORARY THERMOSTAT INCLUDED TO ENABLE OPERATION OF RTU DURING CONSTRUCTION. HOSE END DRAIN VALVE FD FIRE DAMPER m -- 8.ALL PETCO EQUIPMENT IS PRE-MANUFACTURED THROUGH CARRIER NATIONAL ACCOUNTS,THERSA DAWSON(949)309-9815 WITH ADDITIONAL QUESTIONS. U N $ 9.PROVIDE WITH DRAIN PAN OVERFLOW SWITCH. PRESSURE REDUCING VA. FSD FIREISMOKE DAMPER SAFETY RELIEF VALVE II 1• UNION MOTORIZED DAMPEREm ' ULTA PACKAGED ROOFTOP UNIT SCHEDULE ECCENTRIC PLUG BALANCING VALVE TURNING VANE ELL FAN SECTION HEATING SECTION COOLING SECTION WEIGHT ELECTRICAL �- VALVE IN RISER - PLAN MFGR MODEL NOM. TYPE EFFICIENCY REMARKS O TEE UP 45'LOW-LOSS TAKE-OFF FITTING W/ 'I W CODE TONS DESIGN AIRFLOW MIN.OSA DESIGN ESP(NOTE 2) HP SYSTEM NPUT 1 OUTPUT SYSTEM CAPACITY AMBIENT EAT(DBM/B) REFRIGERANT UNIT VOLTS PHASE MCA MOCP DAMPER 8 FLEX DUCT I CFM CFM INCHES W.G. TYPE MBH MBH TOTAL/SEN.MBH TEMPERATURE DB LBS 8 TEE DOWN RTU-1 LENNOX LGH092H4 7.5 GAS-ELECTRIC 3,000 750 1 3 GAS 180 144 92.3/87.8 95 80/63 R410A 1.400 20M 48 60 12.5 EER 1-11 45°LOW-LOSS TAKE-OFF FITTING W/ RTU•2 LENNOX LGH092H4 7.5 GAS-ELECTRIC 3,000 750 1 3 GAS 180 144 92.3/87.8 95 80/63 R410A 1.400 208t3 48 60 12.5 EER 1-11 -�+ ELBOW UP DAMPER&RIGID ROUND DUCT RTU-3 LENNOX LGH092114 7.5 GAS-ELECTRIC 3,000 750 1 3 GAS 180 144 92.3187.8 95 80/63 R410A 1,400 208/3 48 60 12.5 EER 1-11 O ELBOW DOWN RTU-4 LENNOX LGH092H4 T5 GAS-ELECTRIC 3.000 750 1 3 GAS 180 144 92.3/87.8 95 80/63 R410A 1,400 208/3 48 60 12.5 EER 1.11 -SA- SUPPLY AIR DUCT(SINGLE LINE) ACCESSORIES: PIPE SIZE CHANGE 1.PROVIDE UNIT WITH 24"HIGH ROOF CURB,FACTORY PROVIDED DIFFERENTIAL ENTHALPY OUTSIDE AIR ECONOMIZER,FACTORY PROVIDED POWER EXHAUST FAN,AND HIGH STATIC DRIVE KIT. MANUAL FLOW BALANCING VALVE _Rq_ RETURN AIR DUCT(SINGLE LINE) F 2.PROVIDE UNIT WITH BACNET MODULE WITH MODEL REMOTE SENSOR#94L60. (CIRCUIT SETTER) -EA- EXHAUST AIR DUCT(SINGLE LINE) p 3.PROVIDE UNIT WITH LOUVERED CONDENSER COIL HAIL GUARDS,FACTORY WIRED AND FACTORY INSTALLED NON-FUSED DISCONNECT,AND FACTORY INSTALLED UNPOWERED GFI WEATHERPROOF CONVENIENCE OUTLET. 3.UNIT SHALL HAVE FACTORY INSTALLED SUPPLY AND RETURN SMOKE DETECTORS WITH SAMPLING TUBE.MECHANICAL CONTRACTOR RESPONSIBLE FOR SMOKE DETECTOR TERMINATION TO CONTROL BOARD WITH FACTORY PROVIDED LEAD(APPROX 3 FT). IYl AUTOMATIC FLOW BALANCING VALVE 4.SMOKE DETECTORS,FURNISHED AND INSTALLED BY MC AND WIRED BY EC,TO BE MOUNTED IN RETURN AIR DUCTS.PROVIDE TEST STATIONS. El T DIFFUSER,REGISTER,OR GRILLE THROW S.PROVIDE FACTORY STARTUP PRESSURE/TEMP.TEST PLUG SD-1 (PLAN CODE) 6.PROVIDE SEISMIC RESTRAINTS AS REQUIRED BY LOCAL CODES AND EACH UNIT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. Q_ 8x8(NECK SIZE) PATTERN SHOWN ON DWGS. 7.INSTALL FACTORY FURNISHED ITEMS SHIPPED LOOSE FOR FIELD INSTALLATION. DIAL THERMOMETER 200(CFM) Z 8.FOLLOW MANUFACTURERS PUBLISHED PROCEDURE FOR TEMPORARY OPERATION OF RTU'S TO MAINTAIN WARRANTY. -- CONNECT NEW WORK TO EXISTING O 9.PROVIDE BURGLAR BARS AT DUCT DROP CONNECTION TO CURB. 10.PROVIDE ENVIRON CONDENSER COIL AND DRAIN PAN OVERFLOW SWITCH. ELECTRIC HEATER SCHEDULE PRESSURE GAUGE W/SNUBBER 11.FOR ORDERS,CONTACT:NATIONAL ACCOUNTS,PHONE 1-800-367-6285 OPTION 1 EXT 6784,FAX 972-497-5112,FOR EQUIPMENT WITH FACTORY INSTALLED ACCESSORIES ALLOW 6-8 WEEKS LEAD TIME. HVAC ABBREVIATIONS w PLAN MFGR MODEL NO. UNIT HEATING BTUH POWER REMARKS - p CODE KW V/PH/HZ ZO ULTA EXHAUST FAN SCHEDULE ----- AFF ABOVE CTUAL FINISHED FLOOR EAT LEAVING AIR WATER TEMPERATURE EH-1 QMARK AWH4aoe3 4 13,850 20813/s0 1 ACFM ACTUAL CFM LWT LEAVING WATER TEMPERATURE N SCHEDULE REMARKS: AHU AIR HANDLING UNIT LF LINEAR FEET PLAN E.S.P. POWER ANSI AMERICAN NATIONAL STANDARDS INSTITU fE MAX MAXIMUM MFGR MODEL NO. DRIVE CFM HP IN TYPE WEIGHT NOTES 1)PROVIDE WITH INTEGRAL THERMOSTAT AND SEMI RECESSED MOUNTING KIT. W CODE IN V/PH/HZ AMP AMPERE(AMP,AMPS) M.C. MECHANICAL CONTRACTOR EF•1 COOK 150 ACES BELT 2,300 0.60 1/2 115/1/60 CENTRIFUGAL DOWN BLAST 41 1,25 APD AIR PRESSURE DROP MIN MINIMUM Q SCHEDULE NOTES: APPROX APPROXIMATE No NORMALLY OPEN 1)PROVIDE GRAVITY BACK DRAFT DAMPER. BHP BRAKE HORSEPOWER,BOILER HORSEPOWER N C NORMALLY CLOSED 2 PROVIDE 14"HIGH INSULATED ADJUSTABLE ANGLE ROOF CURB AND BURGLAR BARS AT ROOF PENETRATION. BTU BRITISH THERMAL UNIT WA NOT APPLICABLE NIC NOT IN CONTRACT 3)ELECTRICAL CONTRACTOR TO INTERLOCK FAN WITH RTU-4 SUPPLY FAN.COORDINATE WITH ELECTRICAL DRAWINGS AND GENERAL CONTRACTOR. MBH BTU PER HOUR(THOUSAND) NITS NOT TO SCALE CU FT CUBIC FEET'' NO NUMBER CU IN CUBIC INCH OBD OPPOSED BLADE DAMPER OUTSIDEAIR CFM CUBIC FEET PER MINUTE OA OUTSIDEAIR INTAKE HOOD SCFM CFM,STANDARD CONDITIONS % PERCENT CONDENSER COIL DB DECIBEL PH PHASE(ELECTRICAL)1.DUCTWORK TO BE ATTACHED TO ROOF CURB ONLY, DIA,0 DIAMETER LBS POUNDS GENERAL NEW NOTES. ID DIAMETER,INSIDE PSI POUNDS PER SQUARE INCH 2.PRE-FABRICATED/INSULATED ROOF CURB PROVIDED BY EQUIPMENT CONDENSER FANS) - OD DIAMETER,OUTSIDE PSIA PSI ABSOLUTE SUPPLIER.CURB TO HAVE SOFT WOOD NAILER.MINIMUM CURB HEIGHT IS r F� -7� 1. COORDINATE INSTALLATION OF PIPING AND DUCTWORK WITH STRUCTURAL COMPONENTS AND OTHER SYSTEM '';y4. D8T DRY-BULB TEMPERATURE PD PRESSURE DROP OR DIFFERENCE 12".FASTEN CURB TO BUILDING STRUCTURE.FASTEN UNIT TO CURB. / II �-THRU ROOF ETURT UP INSTALLATIONS.COORDINATE WITH GENERAL CONTRACTOR FOR SAW CUTS,CORE DRILLS;AND PATCHING. EAT ENTERING AIR TEMPERATURE PSIG PSI GAUGE I Ir 2. COORDINATE EXACT LOCATION OF DIFFUSERS AND GRILLES WITH ARCHITECTURAL REFLECTED CEILING PLANS. w0 RUN OUT E.C. ELECTRICAL CONTRACTOR RH RELATIVE HUMIDITY ISOLATE UNIT FROM CURB WITH Ya"FOAM GASKET.PROVIDE EDP EQUIVALENT DIRECT RADIATION RA RETURN AIR COUNTERFLASHING. EVAPORATOR COIL AND EXP EXPANSION CONDENSATE DRAIN PAN 3. FLEX DUCT RUN-OUTS LIMITED TO T-0"MAXIMUM. EWT ENTERING WATER TEMPERATURE SHM SENSIBLE HEAT ONS PER MINUTE 3.ROOF CURB FLASHING TO BE COMPATIBLE WITH ROOFING SYSTEM AND O F FAHRENHEIT SPEC SPECIFICATION WARRANTY. - i 4/1 I 4. DUCT PENETRATIONS THRU ROOF ARE TO BE COORDINATED WITH ROOF FRAMING.REFER TO STRUCTURAL PLANS FOR FPM FEET PER MINUTE SP VOL SPECIFIC VOLUME EXACT LOCATIONS. FPS FEET PER SECOND STD STANDARD 'w 4.UNIT TO BE INSTALLED DEAD LEVEL. I I I \/ SUPPLY DUCT FT FOOT OR FEET SP STATIC PRESSURE DOWN THRU ROOF 5, ALL DUCTABOVE RATED CORRIDORAREAS ARE TO BE MINIMUM 24 GAUGE SHEET METAL. HZ FREQUENCY SUCT SUCTION 5.RUN ELECTRICAL SERVICE UP IN CURB. „ GA GAGE OR GAUGE SA SUPPLY AIR Lu 6, ALL DUCT DIMENSIONS SHOWN ARE INTERIOR DIMENSIONS" T:" GAL GALLONS TEMP TEMPERATURE 8.TYPE L COPPER CONDENSATE DRAIN PIPE AND TRAP TO BE FULL SIZE OF G.C. GENERAL CONTRACTOR TO TEMPERATURE DIFFERENCE CONNECTION. L _ _ _ _ _ IL = 7. VERIFY EXACT LOCATION OFT-STAYS WITH ARCHITECT AND EN NSTALLP.TION. GPH GALLONS PER HOUR T STAY THERMOSTAT - - - - - - - - - - GPM GALLONS PER MINUTE TONS TONS OF REFRIGERATION 7.NATURAL GAS PIPE TO HAVE SHUT-OFF VALVE,6'DRIP LEG AND UNION, CONDENSATE DRAIN 8, SEAL ALL MECHANICAL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES WITH U.L.APPROVED FIRE-RATED SYSTEM. GPD GALLONS PER DAY T.C. TEMPERATURE CONTROL SEE PLUMBING FOR PIPE SIZE.FLASH PIPE THRU ROOF. ONTO ROOF WITH VAC VACUUM U VENT AND P-TRAP 9. COORDINATE LOCATION OF HVAC EQUIPMENT WITH ALL OTHER TRADES TO MAINTAIN ACCESS AND SERVICE CLEARANCES. HD HEAD VAV VARIABLE AIR VOLUME 8.TRANSITION DUCTWORK TO UNIT CONNECTION SIZE.MAKE CONNECTION HGT HEIGHT VEL VELOCITY LU TO CURB WITH FLEXIBLE CONNECTORS. 10. COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR MECHANICAL ITEMS REQUIRING ACCESS THAT ARE HP HORSEPOWER V VOLT RH HUMIDITY,RELATIVE VOL VOLUME CONCEALED BEHIND FINISHED AREAS.PROVIDE A DRAWING WITH PROJECT SUBMITTALS THAT SHOWS THE LOCATIONS AND SIZE KW KILOWATT VFD VARIBLE FREQUENCY DRIVE 9.OUTSIDE AIR INTAKE TO BE MINIMUM OF 10'•0"FROM ANY EXHAUST ROOF OF PANELS. KWH KILOWATT HOUR CURB W W/PD WITH WATER PRESSURE DROP O / �A OUTLET,FLUE,OR PLUMBING VENT ON ROOF. V ROOFTOP UNIT 11. DEFER SUBMITTAL ITEMS LISTED BELOW SHALL BE PROVIDED BY THE SUB-CONTRACTOR RESPONSIBLE FOR THE SCOPE OF 10.MAINTAIN ALL SERVICE CLEARANCES AS REQUIRED BY EQUIPMENT Q WORK.SUBMITTALS SHALL BE PROVIDED TO THE BUILDING OFFICIAL(WHEN REQUIRED)AND TO THE REGISTERED DESIGN MANUFACTURER FLEXIBLE DUCT PROFESSIONAL INRESPONSIBLE CHARGE.SUBMITTALS SHALL BE PREPARED AND SEALED BY A REGISTER DESIGN V FACTORY SOFTWOOD CONNECTOR PROFESSIONAL IN THE STATE THIS PROJECT IS LOCATED. ® Q O 11.PROVIDE I Y/"THICK RIGID INSULATION ON INSIDE ROOF CURB FOR NAILER STRIP i -UNIT BASE T SOUND PROOFING. *ANCHORAGE FOR MECHANICALAND PLUMBING UNITS EXCEEDING 25 LBS OF OPERATING WEIGHT. y 12.VERIFY PHYSICAL SIZE,LOCATION OF CONNECTIONS AND ORIENTATION COUNTERFLASHING L CANT SROOFCTRIPJOF DUCTS FOR ACTUAL UNIT PROVIDED TO PROJECT SITE AND mSURROUNDING CONDITIONS. - - '^ING MATERIAL, []/� Y/ W _ROOF STRUCTURE, �� JjARCHITECTURAL- �// V/ (/�STRUCTURAL j✓�(}QQ(� ANENT ROOFING BY OTHERS. / 0 `�+ c\1 J Z < 'J SHLL I METAL DUCT L LL W r,-'N PACKAGED ROOFTOP UNIT DETAIL LU J M001 NOT TO SCALE rye m � LJJ G. Q UV Z Q C) W s J F h Project number 9903 15TER t g1oNAL F 9/22/2014 a t �r1 Dmwn by iw �pFO'�%2 Checked by $$ 1 7 M001 11/4 14 1 2 3 4 5 6 7 8 9 Printed 8/28/2014 5:16:00 Pm Scale 1/8„=11_0„ 1 2 3 4 5 6 7 8 9 >z LL 1 2 3 a s KEY NOTES: a O t 1. COORDINATE EXACT LOCATION OF ROOF MOUNTED EQUIPMENT WITH — STRUCTURAL.MAINTAIN 10'SEPARATION BETWEEN OUTSIDE AIR 1� INTAKES AND EXHAUST TERMINATIONS AND FROM ALL ROOF EDGES. r w I I I 2. PROVIDE FULL SIZE DUCT DROPS FROM UNIT AND EXTEND 18"INTO SPACE FOR FUTURE CONNECTION. w 3. PROVIDE STANDALONE 7 DAY PROGRAMMABLE THERMOSTATS WITH 120' Q OF WIRING AND HANG INSIDE FROM UNIT FOR FUTURE INSTALLATION. O 3 4. COORDINATE WITH STRUCTURAL AND TENANT DRAWINGS FOR EXACT PLACEMENT OF EXHAUST FAN. a s — 5. SURFACE MOUNT EH-1 WITH BOTTOM OF HEATER AT 18"A.F.F. m I I I o'o z ' UP �� — — — — — — "' L——————————J f{ FIRE RISER$ � ROOF ACCESS LU EH-1 Qs 103 - a l I z O IE a I y �00 W RTU 1 3 RTU- 1 3 � O EF-1 I I �- - - - - — — — — — - - - — - — I RTU 1 3 RTU- 1 3 — — — f h e rw� lij>— - — - — — - — - — - — - — - PETCO ULTA I 101 110-01 I RTU-1 1 3 F:4 L) Z o RTU-2 1 3 — — — — — — U ® Z � _j^ JO RTU-1 1 3 RTU-2 1 3 6f� 1Z m — —. — — �— — _ — __—_ — — — — — — — - W �/ ca L.L 2 2 O LIJ Q J ULTA-VESTIBULE 102 � I 0- - - - - - - - - - - - - - _ - Iffl - - - - - - - - - - - - - - - - - - -I - - - - � L — — — — — — — — — — ® — — — — — — — J 0 U a I I I m J I Project number 9903 1 2 3 4 5 2Q� �� Dete rewn by 9I22I201n4/Checked by SS Al HVAC ROOF PLAN 1/8" k.; M 101 3 11/4/14 Printed 8/28/2014 1 2 3 4 5 6 7 $ 9 5:16:00 PM g 1 2 3 4 5 6 7 8 9 MECHANICAL SPECIFICATIONS SECTION 15050-BASIC MECHANICAL REQUIREMENTS PART 1-GENERAL B.Potable Water: 3.7 STERILIZATION OF PIPES 1.Above Grade:Copper,pressure Type L;Joints Sllvabdte 100,95%tin,4%copper,0.5%silver solder,and noncorrosive flux. 1.1 GENERAL 2.Under Goode:Copper;pressure Type K;joints Silvabrite 100.95%tin,4%copper,0.5%silver solder,and noncorrosive flux.Machine wrap A General all underground piping with"3M"pipe wrap.Double hand woo A.f all Joints an fittings. 1.After preliminary purging of the system,chlorinate the entire potable domestic water system in accordance with the current recommendations of the American Water Works A.Refer to the General Conditions,Supplementary Conditions,and Division 1 General Requirements. Association and In accordance with all pertinent state and local health codes and regulations. C.Condensate: 2.Upon completion of the sterilization,thoroughly flush the entire potable water system and immediately fill the system. 1.2 SCOPE OF WORK 1.Copper;Type M;Joints Solder:ASTM 832,alloy grade 95%On,5%antimony. �7 D.Fuel Gas Piping: 3.8 START-UP SERVICES Z p LL A.Provide all detailed design and coordination,labor,equipment,and materials that are required to provide a complete Installation and complete operating systems)as indicated P 9� � U on the drawings and as described in theses specifications including that reasonably inferred forproper execution of work and stem operation. 1.Black Steel;Schedule 40;Fittings:Class 150 malleable iron threaded or wrought steel butt welding. Po proper P Y Y P p procedures, O 9 Pe 9 Y� Y P A.Contractor shall be responsible for ro er operation of all systems,minor subsystems,and services provided under this division.He shall coordinate start-up 2.4 PIPE INSULATION calibration,and system check-out with all subcontractors and trades involved.Any system operational problems shall be diagnosed and all correctional procedures shall be B.Provide cutting and patching as required for execution of work performed under this section unless specifically provided for under other sections. InlOated with the various subcontractors as required to bring the system into compliance with the design intent. L� C.Coordinate with work performed b other sections in order to accommodate the requirements of this section and to ensure adequate space and proper location for all A. Pipe insulation r vi P y q q p P P 1.Preformed Mineral-Fiber Pipe Insulation:Glass fibers banded with a thermosetting resin corn I In with ASTM C 547,Type 1,with facto B.Personnel performing start-up services shell be fully qualified,experienced,and normally engaged in this type of work.If the contractor does not have such personnel available p g p y g yp factory-applied,all-purpose, �i necessary work on this project whether or not work is under this section.Provide coordination drawings as necessary. from his own company,he shell hire,at his own expense,subcontractors who are qualified. 1.Space Preference:Carefully check and coordinate the location and level of all pipes,ducts,etc.Run preliminary levels and check with all trades so that conflicts in all Application Do Jacket. 2.Application Domestic Cold&Hot-water 1"Preformed Mlneral•Fiber for all pipe sizes 2"&smaller y- locations maybe avoided.Where conflicts occur,8 any,the following preference schedule shall be followed: C.The contractor shall check all equipment during the Initial start-up to ensure proper operation,adequate Fluids and water flows or air Flows,and vibration Isolation.Systems Q a.Recessed electrical light fixtures. 2.5 EQUIPMENT,DUCT,PIPE SUPPORTS AND PENETRATIONS shall be checked for air and/or water flows throughout without blockages.Air handling systems shall be checked for proper damper connections and positions,and minimal b O a.Ductwork, vibration.Other miscellaneous equipment shall be started and operated as described above as applicable. c.Fire sprinkler piping. A.All rotating equipment and equipment capable of transmitting vibration Into the space shall be mounted on vibration isolators and bases or as shown on drawings.The isolators 3 s and bases shall be properly sized by the Isolator manufacturer,taking into account the piece of equipment and the structure upon which it is setting,so that vibration transmitted n �y d.Soil,waste,vent and storm piping. D.A foal and complete start-up and balance report shell be submitted prior to final acceptance and payment.This report shall be signed by each person doing the start-up task O LL 5 to the structure Is held to an acceptable level. m e.Access door locations. end by the responsible field person.Report shall include,but not be limited to:date of test;instrument used;date of last calibration;temperatures;humidities;set points;rpm; f. Refrigeration piping. voltage,amperage;pressures;stability;supply,return and outside airflows at each unit and each terminal;etc. g y g.Domestic water piping. B.Open springs with separate snubbers may also be used. O F ad h.Electrical conduits. C All Isolators shall be properly adjusted so that equipment is level,snubbers and seismic type mounts are centered,and no short circuiting occurs. END OF SECTION 15050 O of 2.However,no ductwork or refrigerant lines shall have preference over plumbing lines below plumbing fixtures,or over electrical conduits above or below electric C. = r switchgear and panels.No piping conveying Fluids shall be installed directly over electrical equipment. $ D.The Contractor shall be responsible for locating and sizing all piping supports,hangers,and accessories including all attachments to the structure. D.Provide all necessary digging,equipment and manpower to set equipment and materials in place and to remove demolished equipment and materials from the site. E.Provide Pipe Shields anchors,guides,and supports equal to Grinnell,Elcen,Superstrut,Unistrut. E.Provide all seismic restraints required by code,for all equipment,duct,pipe,and materials furnished under this section.The Contractor is responsible for the design of the restraints and for proof of adequacy of the restraints and shall submit signed seismic calculations prepared by a registered civil or structural engineer. F.All hangers,supports,anchors,guides,and structural attachments shall be installed according to good standard practice and according to the manufacturer's 'I I recommendations. ., F.Provide layout of equipment supports,piping,and ductwork. - G.Use cadmium plated or galvanized hangers,attachments,rods,nuts,bolts,and other accessories. cr- G.Provide complete start-up,check-out,and testing of systems.Test and balance to be performed by an independent,qualified firm with NEBB or AABC certifications. �yl( W H.Provide complete control systems and Air Balance and Certification. 2.6 DRAINAGE SPECIALTIES _I I.Provide cold and hot water systems,gas,plumbing wastes,vents,Indirect drains,rain leaders and connections to site plumbing. A.Cleanouts:Provide where shown and as required;types and sizes as scheduled. Provide lubrication on deanout threads and provide Owner with three(3)cleanout plug removal tools. J.Provide plumbing equipment,fixtures,and trim as indicated herein and on the drawings.Provide rough in and all final connections to equipment and fixtures.Provide chrome 1.Wall Cleanout:JR Smith with stainless steel cover. plated stops and supplies and escutcheon plates,service stops,and access panels for all fixtures and equipment. 2.Other Cleanouts:With nickel bronze lop. 3.Goode cleanout(GCO)shall be supplied with a JR Smith cleanout access cover. rx K.Provide all plumbing items required for complete and properly operating plumbing installation in accordance with all applicable codes and regulations. 2.7 FIXTURE SUPPORTS W 1.3 CODES AND STANDARDS t' fie Q A.General:Provide plumbing fixture carders,supports,and devices to terry loads independently of walls or partitions.Securely bolt supports to Boor with power-driven or drilled A.The work installed under this section shall conform to all applicable local codes,regulations,and standards. Inserts or studs. S.Do not construe anything contained in theses specifications or drawings to permit work to be installed that does not conform to code, B.Manufacturer:J.R.Smith,Josam,Wade,or Zum. Y< 9 P 9 'w ,,: 2.8 PLUMBING FIXTURES 1.4 DRAWINGS AND SPECIFICATIONS A.Fixture Schedule:Furnish and install Kohler(Elkay or Eljer)as indicated on the drawings.Water saver fixtures and accessories shall have a proven track record in the field "' Z A.The drawings provided are schematic in nature.Absolute accuracy of the drawings and specifications can not be guaranteed.While reasonable effort has been made to coordinate the location of equipment and materials with the structure and other trades,it is the responsibility of the Contractor to coordinate exact requirements and locations B.Provide trap primers at all floor drains and floor sinks. as governed by actual job condifions.Check all information and report any discrepancies to the architect before fabrication and In time to avoid any unnecessary changes. C.Traps:Chrome plated with chrome plated escutcheons at wall penetrations. ,.Py"-' 5 !kr 1.5 GUARANTEE AND WARRANTIES f D.Furnish and install JR Smith floor and roof drains or equivalent A.All materials,parts,equipment,modifications made,and workmanship shall be guaranteed for a period of not less them one year from date of acceptance of work. Should ,sP Puy.§ k such parts,materials,or workmanship be found to be defective during this period,they will be rectified at no cost to the Owner. 2.9 HOSE BIBB: sv1 u+w t e✓ Z 1.6 FEES A.Provide hose bibb with integral vacuum breaker. „ r1 FRO" . ° A.Provide,procure,and pay for all permits,services,meters,licenses,fees,etc.,required for performance or work of this section.This Includes coordination with utility providers 2.10 SHOCK ABSORBER: u r for proper phasing of installation. A.Size per Pressure Drainage Institute(PDp recommendations 0 B.Upon completion of the work,deliver to the architect,all certificates of approval signed by the controlling authorities. - ,•' ''may ,awt"r/ PART 3-EXECUTION 1.7 PRIOR APPROVALS 3.1 SHEET METAL DUCT AND ACCESSORIES A.The En ineer shall receive all proposed substitutions 10 days prior to Bid in writing.Approval requests received after 3 m on the 10N day will be rejected. 9 P P Y P 9 PPp YA.Fabricate and install the duct In accordance with SMACNA HVAC duct construction standards metal and flexible-most recent edition,and the following wuq' rf, Supply technical data and dimensional Drawings showing that substitutions are equal to product specified. 1.Supply tluct:2"static pressure seal class A. 2.Return ducts:2"static pressure seal class A. to,u z r B.Prior to submitting Bid,Contractor shall refer any apparent discrepancies or omissions to Engineer for clarification.The mom stringent provisions shall take precedence where A10, ' Codes,Specifications and Drawings differ with one another.The Contractor shall bid the more expensive requirement,unless an Addendum prior to bid addresses the B.Provide all necessary transitions and additional fittings as required to Gear obstructions,maintain clearances,and coordinate with other trades.at no extra cost to the Owner. 10,r discrepancy. C.The installation of all ductwork,dampers,etc.,shall be In accordance with SMACNA standards, `F•.;, 'n- 1 1.8 SUBMITTAL DATA 3.2 DUCT HANGERS .1, A.Eight(8)sets of Mechanical Shop Drawings.Drawings shall be minimimum 1/8"=V-0"scale indicating equipment,ductwork,piping indicating locations and elevations.These A.Hangers shall be installed in accordance with the latest edition of SMACNA duct construction standard. -. drawings shall be coordinated with all other trades. B.Necessary seismic restraint of the duct system shall be made in accordance with this Section. B.Eight(8)sets of complete submittal data shall be furnished on all mechanical and plumbing Items whether as specified or proposed as alternates.The submittals shall be in rigid binders and shall be tabbed and indexed for easy checking. 3.3 AIR CONDITIONING UNIT,MAKE UP AIR,HEATING&VENTILATING UNIT C.Equipment,materials,and products specifically Identified,described,or scheduled on the drawings and named firs A.Install all units as Indicated on plans and according to:unit manufacturer's instruction. t in the specifications are the basis of design.The other 1 manufacturers or suppliers which may be named In the specification only Indicate the general acceptability of the manufacturer or supplier and are considered substitutions. B.General Contractor will set and install roof mounting turbos integral member of building roof structure. D.The Contractor assumes full responsibility that alternative items substituted for the Basis of Design manufacturer will meet the job requirements and is responsible for the cost C.Mechanical Contractor to set and install units on roof mounting curbs. u. of redesign and modifications necessary due to this substitution. 1.9 RECORD DRAWINGS D.Install all ductwork,electrical and piping connections to unit as shown on drawings and as required to complete installation. A.Record Of Job Progress:Keep an accurate,dimensional record of the as-built locations of all work. E.Install space thermostat per plans. /A U B.Final as-built reproducible drawings shall be submitted to the Architect and Owner prior to final acceptance. 3.4 GENERAL PIPING z 1.10 OPERATING AND MAINTENANCE INSTRUCTIONS A.Cut piping accurately tojob measurements and install without springing or forcing,true to line and grade,generally square with building and adequately supported to prevent sagging or undue stress on pipe,fittings,and accessories. A.Furnish three(3)complete sets of operating and maintenance instructions for all equipment bound in a hardboard binder and Indexed o S.Thoroughly clean all pipe and maintain in such condition throughout construction.Temporarily cap off plug ends of unprotected pipe. r 1.11 EQUIPMENT SUPPORT AND RESTRAINTS C.Arrange piping and hangers to allow for expansion contraction,and structural settlement.Do not install piping in contact with the building structure. Anchor pipes property so A.General:All equipment piping,ductwork and materials shall be fastened to the structure with property sized and structurally engineered anchors,bolls,and restraints to rr expansion/contraction is controlled, prevent permanent displacement in any direction caused by lateral motion,overturning,or uplift as required by the IBC. 0 D."Bull Head"tees shall not be installed y1.k O B.All isolators shall be fastened to the structure and to the equipment with properly sized and structurally engineered anchors and bolts. 1 e y E.Flush all pipes free from foreign substances before installing valves stops or making final connections. �L J a C.The engineer providing the required calculations shall Inspect all supports and attachments designed by him and provide a letter to architect of record certifying that they have 0. been Installed as designed. F.Install piping at the coils so that coils can be removed with a minimum of pipe dislocason.;yUl fittings,etc.,shall be readily accessible. [� 1.12 RELATED WORK SPECIFIED ELSEWHERE r F G.Provide a support or hanger close to each.change of,firection in the pipe either horizontal or vertical 06 W C6 A.The following items are to be included in other sections to be done by other trades.Where coordination is necessary,this contractor shall provide l '' H.Welding shall be performed by an AWS certified welder ,F,4 I J ,. /� a J 1.All electrical power wiring including field connections, if 3.5 PIPE TESTING '^ J 2.Painting and Patchwork. v' < Q 3.Structural Interference and penetrations. *- A.Test all pressure piping as required by code.Repair or replace defective piping until tests are accomplished successfully. LL J xY e.Waste Vent,and Condensate-fill to to of highest vent with water for 4 hours with no loss of height.Repair or replace defective piping until tests are accomplished = W PART 2•MATERIALS P 9 9 P P P P 9 P srr• )�,�'' successfully. 2.1 SHEET METAL DUCT AND ACCESSORIES C.Fuel gas piping prior to inital operation,test and purge fuel gas piping In accordance with ANSI Z223.1.Repair or replace defective piping unitl tests are completed V J M A.Duct shall be fabricated of galvanized carbon sheet steel conforming to ASTM A527(G90)and the latest SMACNA Duct Construction Manuals. successfully.y,J m L W ,y 2.2 AIR CONDITIONING UNITS '� 36 IDENTIFICATION A.Manufacturer(Air conditioning units):Provided under national accounts as specified on drawings. �( A.Piping. Q i 1.Identify all pipelines with adhesive markers indicating the contents and direction of flow. / 1 2.3 PIPES AND FITTINGS 2.Mark Pena-color.riders to be Satan type Setmark,Brady,or Pea-color. v r7 iq k 3.Provide pipe marking as follows: a.Provide at each end of each marker.Brady or equal,2-1/4"wide self-sticking clear tape around the periphery of pipe or insulation to further secure the marker.All markers A.Sanitary Soil,Waste,Vent,Rain Leader System: -1.Underground: shall be installed after each painting Is complete.Coat full marker with clear lacquer after installation. a.Cat a.Cast iron;;soil,bell and plain antl with neoprene compression gaskets.AB81 couplings or"Huskey"couplings are acceptable alternates. Wrap with"Calpico"tape per + b.Guarantee that"pipe markers"will stay on pipe systems fora period of not less than 5 years. W manufacturer's Instruction. .; c.Identify piping 2.1/2"and smaller with 1"minimum height lettering every 20'where exposed to view and at valves where concealed. Y d.Identify piping 3"and larger with 2"minimum height lettering every 30'where exposed to view and al valves where concealed. Id.(Contractor's option)When concealed above calling,in walls or below slab,either PVC to ABS Schedule 40 DWV piping with solvent weltl b or a may wi used,unless shown otherwise,if allowed by local governing authorities.Do not mix use of PVC and ABS materials.Transition of materials shall occur below slab or above ceiling.Floor and wall e.Where piping is provided with insulation,provide the size letters scheduled above in accordance with the outside dimensions of Insulation. cleenouls shall be cast iron as hereafter ) Co ntractor B.Equipment Identification:Identify each new and existing equipment with laminated black plastic tags with engraved white core lettering.Use tags with a minimum thickness of 2.Aboveground:Cast Iron:soil,plain end(no hub). ontrector Option:DWV(capper or steel per UPC)drainage may be used for pipe sizes 2-i/2"and smaller. 1/16",a minimum size of 1-1/2"x 4",and with 1"high lettering.Acceptable manufacturers:Batch,W.W.Wilcox,or Brady.Secure tags to equipment by means of screws or bolts. nl S FU a F¢- F N Project number 9903 ��55tb R o2 Date 9/22/2014 Yg C� act\ Drawn by JW z1 T 1R7 Checked by SS M201 ER J.9r"' 3 11/4/14 Printed 8/28/2014 1 2 3 4 5 6 7 8 9 Seale 1'/8;00 PO 1 2 3 4 5 6 7 8 9 >z LL e O � d w Q 5S U ryr N=No G N O 0o - :5 Na ga z r� W G x. o Ww ❑1. Equipment minimum efficiency: Single Package Unit:11.00 EER ❑ Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code ❑2. Integrated economizer is required for this location and system. prohibits the use of energy recovery systems. Z ❑3. Cooling system provides a means to relieve excess outdoor air during economizer operation. ❑ Systems serving spaces that are heated and not cooled to less than 60°F. O COM check Software Version 3.9.4 Requirements Specific To:Ulta RTU 1-4 ❑ Where more than 60 percentof the outdoor heating energy is provided from site recovered or site solar energy. d Mechanical Compliance Certificate ❑1. Equipment minimum efficiency: Single Package Unit:11.00 EER ❑ Heating systems in climates with less than 3600 HDD. U ❑2. Integrated economizer is required for this location and system. ❑ Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. O ❑3.Cooling system provides a means to relieve excess outdoor air during economizer operation. ❑ Systems requiring dehumidification that employ energy recovery in series with.the cooling coif. Z Generic Requirements:Must be met by all systems to which the requirement is applicable: ❑ Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: 1 ZUU9 IECC ❑1. Pant equipment and system capacity no greater than needed to meet loads a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower W Exception(s): than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. X Section 1: Project Information ❑ Standby equipment automatically off when primary system is operating ❑ Multiple units controlled to sequence operation as a function ofload Section 5:Compliance Statement Project Type:New Construction ❑2. Minimum one temperature control device per system Project Title:Canyon Park West PetcolUlta ❑3.Minimum one humidity control device per installed humkllficationldehumli ifcalion system Compliance Statement:The proposed mechanical design represented in this document is consistent with the building plans,specifications ;t Construction Site: Owner/Agent: Designer/Contractor: ❑4,toad calculations per ASHRAE/ACCA Standard 183. and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 20091ECC Blue Lakes Blvd Spencer Shepard ❑5.Automatic Controls:Setback to 55°F(heat)and 850F(cool);7-day clock,2-hour occupant override,10-hour backup requirements in COMcheck Version 3.9.4 and to comply with the mandatory requirements in the Requirements Checklist. Twin Falls,ID CTA,Inc. Exception(s): 800 W..Main St.,Suite 800 ❑ ��\Continuously operating zones 5 `SWuT7__t_O_ Bolse,ID 83702 ❑6. Outside-air source for ventilation;system capable of reducing OSA to required minimum Name-Title Sigifeltum Date 208 336-4900 ❑7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building Section 6: Post Construction Compliance Statement Section 2:General Information R-8 Insulation between ducts and the building exterior when ducts are part of a building assembly" - Exception(s): ❑ HVAC record drawings of the actual Installation,system capadtles,calibration information,and performance data for each equipment Building Location(for weather data): Twin Falls,Idaho ❑- Ducts located within equipment provided to the owner. Climate Zone: 5b El Ducts with interior and exterior temperature difference not exceeding 15°F. ❑ HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. ❑8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ Written HVAC balancing and operations report provided to the owner. Section 3: Mechanical Systems List 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics The above❑ post construction requirements have been completed. uantl Svstem Tyne&Description ❑10.Hot water pipe insulation:1.5 in.for pipes<=1.5 In.and 2 in.for pipes>1.5 in. Chilled water/refrgemnt/brine pipe insulation: 1.5 in.for pipes<=1.5 in.and 1.5 in.for pipes>t.5 in. 4 Petoo RTU 1-4(Single Zone): Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in,for pipes>1.5 in. Principal Mechanical Designer-Name Signature Date Heating:1 each-Other,Gas,Capacity=180 kBtu/h Exception(s): No minimum efficiency requirement applies ❑ Piping within HVAC equipment. Cooling:1 each-Single Package DX Unit,Capacity=102 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.00 EER,Required Efficiency=11.00 EER ❑ Fluid temperatures between 55 and 105°F. UFan System:FAN SYSTEM 1-Compliance(Motor nameplate HP method):Passes ❑ Fluid not heated or cooled with renewable energy. Fans: ❑ Piping within room fan-coil(with AHRI440 rating)and unit ventilators(with AHRI840 rating). FAN 1 Supply,Single-Zone VAV,4000 CFM,3.0 motor nameplate hp ❑ Runouts<4 8 in length. 1 Petco RTU-5(Single Zone): ❑11.Operation and maintenance manual provided to building owner o Heating:1 each-Other,Gas,Capacity=125 kBtulh Li12.Thermostatic controls have 59F deadband UJ No minimum efficiency requirement applies Excaption(s):❑ changeover U` Cooling:1 each-Single Package DX Unit,Capacity=72 kBtu/h,Air-Cooled Condenser,Air Economizer r O Proposed Efficiency=12.00 EER,Required Efficiency=11.00 EER - Thermostats requiring manual chaeover between heating and cooling Q Fan System:Unspecified ❑ Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority LU 4 Ulla RTU 1-4(Single Zone): having jurisdiction. ^ C J Heating:1 each-Other,Gas,Capacity=180 kBtu/h. ❑13.Balancing devices provided in accordance with IMC 603.17 li C m No minimum efficiency requirement applies ❑14.Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 f12 in spaces>500112)and served by Cooling:1 each-Single Package DX Unit,Capacity=90 kBtum,Air-Cooled Condenser,Air Economizer systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor 06 v J Proposed Efficiency=12.50 EER,Required Efficiency=11.00 EER,, airflow greater than 3000 cfm. L.L.I v J Fan System:Unspecifiedr Exception(s): Y J „u K ❑ Systems with heat recovery. L.. J Section 4:Requirements Checklist ❑ Multiple-zone systems without DOC of Individual zones communicating with a central control panel rQ Q Q ❑ Systems with a design outdoor airflow less than 1200 cfm. J LL Requirements Specific To:Petco RTU 14: Spaces where the supply airflow rate minus an makeup or outgoing transfer air requirement is less than 1200 cfm, U Z ❑ P PPY Y P 9 9 ❑1. Equipment minimum efficiency: Single Package Unit:11.00 EER - ❑15.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings - 7 D Z ❑2. Integrated economizer is required for this location and system. Excepfion(s): `I .J ❑3. Cooling system provides a means to relieve excess outdoor air during economizer operation. ❑ Gravity dampers acceptable in buildings<3 stories m ❑4. Hot gas bypass prohibited unless system has multiple steps of unloading or continuous capacity modulation ❑16.Automatic controls for freeze protection systems present ^ ❑5. Hot gas bypass limited to 50%of total cooling capacity ❑17.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted li Requirements Specific To:Petco RTU-5: Exception(s): U W Project Title:Canyon Park West Petco/Ulta Report date:09/30114 Project'rifle:Canyon Park West Petco/Ulta Report date:09/30/14 Project Title:Canyon Park West Petco/Ulta Report date:09130/14 Data filename:G:\WOODBURY\CANYON PARK RETAIL\WOODCPW PETULTA\Mech\Petco\Ulta.mk Page 1 of 3 Data filename:G:\WOODBURY\CANYON PARK RETAILVWOODCPW-PETULTA\Mech\Petco\Ulta.wk Page 2 of 3 Data filename:GAWOODBURY\CANYON PARK RETAIUWOODCPW-PETULTA1Mech\PetwlUlta.wk Page 3 of 3 o' F a a r Q N w 3 Y K 9903 p Op G ) 4(yiy� Dateect number � L. F 9/22I2014 Drawn by JW C A o 17 Checked by $S ro 'P TdTF Q M301 R J.SNP 3 11/4/14 Printed s$sooPM 1 2 3 4 5 6 7 8 9 Sale 1/8'.=11-0 1 2 3 4 5 6 7 8 9 `r 2"DISTRIBUTION LINE 2"DISTRIBUTION LINE PLUMBING LEGEND PLUMBING FIXTURE SCHEDULE U U SYMBOL DESCRIPTION SYMBOL PLAN CODE DESCRIPTION >=z LL COUPLING STRAINER COUPLING CW DOMESTIC COLD WATER �-F WATER OUTLET(TYPE INDICATED) FS-1 FLOOR SINK O G REDUCER UNION REDUCER HW DOMESTIC HOT WATER SLEEVE(PIPE)THRU 12".12"SQUARE TOP,ACID RESISTANT COATED INTERIOR,SEEPAGE HOLES,LOOSE SET 1/2 GRATE, TYPE: BALL VALVE WALL OR FLOOR DOME BOTTOM STRAINER,8"DEEP WITH 2"OUTLET MAIN SOV W WASTE ¢ t,,1 7, RPgP-1 Q TEE UP MFGR: JR SMITH MODEL 3430Y-12 vi 6I-I I M I H VF H (F�M "I I Fd�� — — V— — VENT BELOW GRADE RD-, ROOF DRAIN Q Q 8 p TEE DOWN DUCO CAST IRON BODY,COMBINED FLASHING CLAMP AND GRAVEL STOP,SUMP RECEIVER,UNDERDECK N o PIPE SUPPORTS II VENT TYPE: CLAMP,LOW PROFILE 15"CAST IRON DOME AS ROD(TYP.) 0 ELBOW UP o r NG NATURAL GAS MFGR: JR SMITH MODEL 1010Y-R-C-CID •'� O ELBOW DOWN o O ¢3 x • ';•, `. .• •a � .�� ..� RD-2 ROOF DRAIN a RDL- ROOF DRAIN LEADER SLEEVE ]. PIPE CAP DUCO CAST IRON BODY,COMBINED FLASHING CLAMP AND GRAVEL STOP,SUMP RECEIVER,UNDERDECK LL m AIR GAP FITTING AIR GAP FITTING - ODL OVERFLOW ROOF DRAIN LEADER TYPE. CLAMP,LOW PROFILE 8"CAST IRON DOME ��// WITH DRAIN TO WITH DRAIN TO BACKFLOW PREVENTER(TYPE O(1 8 a FLOOR SINK 3"SERVICE FLOOR SINK IRR — IRRIGATION LINE INDICATED ON SCHEDULE) MFGR: JR SMITH MODEL 1330Y-R-C-CID O 3 LINE OD-1 OVERFLOW ROOF DRAIN y WATER METER FURNISHED WATER METER FURNISHED FCO �— FLOOR CLEAN OUT 'b� BALL VALVE z BY UTILITY,INSTALLED .. . BY UTILITY,INSTALLED DUC0 CAST IRON BODY,COMBINED FLASHING CLAMP AND GRAVEL STOP,SUMP RECEIVER,UNDERDECK /1 �N y$ gy P.C. THRUST BY P.C. TYPE. CLAMP,LOW PROFILE 15"CAST IRON DOME,2"EXTENSION V BLOCK MFGR: JR SMITH MODEL 1010Y-R-C-CID-E I P: OD-2 OVERFLOW ROOF DRAIN 'I TYPE: ID UCO CAST IRON BODY,COMBINED FLASHING CLAMP AND GRAVEL STOP,SUMP RECEIVER,UNDERDECK E1 WATER SERVICE DETAIL - CLAMP,LOW MODEL 13E 8"CAST -CID-EIRON DOME,2'EXTENSION — MFGR: JR SMITH MODEL 1330Y-R-C-CID-E � P001 NOT TO SCALE �/ SPECIFICATIONS Q DN-1 DOWNSPOUT NOZZLE — w PLUMBING SYSTEM STEM SPECIFICATIONS TYPE: JR SMITH HBRONZE NOZZLE AND FLANGE WITH SET SCREWS 'II MFGR: JR SMITH MODEL 1770-NB DOMESTIC WATER PIPING SHALL BE ASTM B88 TYPE L COPPER(ABOVE GROUND)W/MECHANICAL PRESS FITTINGS OR RPBP-1 REDUCED PRESSURE BACKFLOW PREVENTER COUNTERSUNK SOLDERED JOINTS.USE WATER SOLUBLE FLUX&LEAD FREE SOLDER.UNDER GROUND PIPING(W/IN BUILDING)SHALL BE TYPE: REINFORCED NYLON HOUSING,DELRIN NYLON INTERNALS,FASTENERS AND SPRINGS,BRONZE WYE SCREW CLEANOUT COVER ASTM B88 TYPE-K SOFT COPPER TUBING STRAINER AND AIR GAP,QUARTER TURN BALL VALVES,LEAD FREE CLEANOUT FINISHED FLOOR-CONCRETE OR DOMESTIC WASTE,VENT&STORM DRAIN PIPING SHALL BE SOLID WALL SCH-40 PVC,ASTM D 2665 W/SOCKET TYPE,ASTM D MFGR: WILKINS MODEL 375XL-SAG-AG 2" W- H PLUG FLOOR COVERING AS REQUIRED 3311 WASTE TYPE FITTINGS, WH-1 ALL HYDRANT-FREEZLESS X� 1/4 TURN,INTEGRAL VACUUM BREAKER,3/4"INLET&OUTLET,POLISHED BRONZE EXTERIOR FINISH, • x is •�; ':'. NATURAL GAS PIPING SHALL BE ASTM A53 BLACK STEEL W/THREADED JOINTS.TEST GAS PIPING SYSTEM IN ACCORDANCE W! PE: LOOSE T KEY,DETERMINE WALL THICKNESS FOR DIFFERENT LOCATIONS •.r:•'a•�,,«.• `�` INTERNATIONAL FUEL&GAS CODE OR NFPA-54. -sue:. •- FGR: JR SMITH MODEL 5509QT-PB •� "�•.••S' CLEAN&FLUSH DOMESTIC WATER PIPING IN STRICT ACCORDANCE W/UPC-2006 REQUIREMENTS.PRESSURE TEST PIPING FS-1 FLOOR SINK • SYSTEM TO 50 PSIG OVER OPERATING PRESSURE FORA MINIMUM OF 4 HOURS. NO-HUB CONNECTION TYPE DOME BOTTOM STRAINER 8"DEE T 2"O T - Z PRESSURE TEST DOMESTIC WASTE&VENT PIPE TO 10 FOOT OF WATER COLUMN FORA MINIMUM OF 4 1 R5 MFGR: JR SMITH MODEL 3430Y-12. O 0 COORDINATE ALL INSPECTIONS W/AHJ. 2 a a Ir U GAS VALVES SHALL BE BALL TYPE&SUITABLE FOR USE IN NATURAL GAS SYSTEMS W INTERIOR FLOOR CLEANOUT USE COUPLING OR NIPPLES ON ALL WET PIPING SYSTEMS&UNIONS ON DRY PIPING SYSTEMS.THIS INCLUDES DIELECTRICS WHEN JOINING DISSIMILAR METALS Z O_ FINISHED GRADE BRASS CLEANOUT PLUG W/ SUPPORT PVC PIPING ACCORDING TO THE FOLLOWING SCHEDULE W COUNTER SUNK HEAD LLI PIPE MAXIMUM SPACING&ROD SIZE Q 1 1/2"TO 2" 4'MAXIMUM W/3/8"ROD' 3" 4'MAXIMUM W/1/2".ROD 24"x24IN4"SQUARE 4" 4'MAXIMUM W/,5/8"ROD CONCRETEPAD TROWEL SMOOTH& 6" 4'MAXIMUM W/3/4"ROD EDGE. SUPPORT METAL PIPING ACCORDING TO THE FOLLOWING SCHEDULE: PIPE MAXIMUM SPACING&ROD SIZE 1 1/2"TO 2" 60 MAXIMUM W/3/8"ROD WASTE LINE 3" 60"MAXIMUM W/12"-ROD-- 4" 60"MAXIMUM W/5/8"ROD 2-WAY GRADE CLEANOUT - c, CLEANOUT DETAILS UPC PLUMBING NOTES P001 NOT TO SCALE ''^^ v/ 1. ALL PLUMBING WORK AND MATERIALS SHALL MEET THE REQUIREMENTS U OF THE 2009 EDITION OF THE UNIFORM PLUMBING CODE., .i• _ OTHERWISE REQUIRED BY THE DEPARTMENT OF BUILDING AND SAFETY. CONTRACTOR SHALL FURNISH AND INSTALL ALL BACKFLOW PREVENTION U DEVICES REQUIRED BY AGENCIES HAVING JURISDICTION- 3 DRAINAGE SYSTEM(SEWER) - A.ALL MATERIALS SHALL COMPLY WITH SECTION 701. �d B.DRAINAGE PIPING SHALL BE SLOPED PER SECTION 708. -t?Trx t 1, 4 VENTSANDVENTING - LU i A.EACH FIXTURE TRAP SHALL BE VENTED. o B.VENT PIPE MATERIAL SHALL COMPLY WITH SECTION 903. !�, 5 WATER DISTRIBUTION A WATER PIPE AND FITTINGS SHALL BE COPPER PER SECTION 604.2. 6;CONDENSATE DRAIN PIPING - U 3 A.COPPER TYPE M,TRAP AND VENT AS DETAILED ON DRAWINGS. Q y% 7. STORM DRAIN PIPING __i- J ,� UNION i A ' ALL MATERIALS SHALL COMPLY WITH SECTION 1101 3 fil—i� Z Q REDUCING BUSHING 8 FUEL GAS PIPING IF FURNACE INLET _ A.GAS SUPPLY AND PIPING SIZE SHALL COMPLY WITH SECTIONS 1216 Q SIZE IS SMALLER AND 1217 TABLES 12-29 THROUGH 12-32 AND SHALL BE SCHEDULE GAS- THAN GAS LINE 40 BLACK STEEL. :.. STOP �6"CAPPED U) \u\'i CO DRIP LEG S J J ____PIPE LL" SUPPORT GRADE _j ZLU� LLI Z D m A, GAS CONNECTION DETAIL J m P300 NOT TO SCALE M` rid y�y IL al 0 � Q c�51 'L F Project number 9903 �GISTERF�2 9/2 212 0 1 4 A Drawn by JW �O o Fm Date 1 7 Checked by ss J. Pool 3 11/4/14 Printed 8/28/2014 5:16:00 PM 1 2 3 4 5 6 7 8 9 Scale 1/8„=1,-0" 1 2 w - 3 4 5 6 7 8 9 DRAWING WORK NOTES O 1. SEE CIVIL DRAWINGS FOR CONTINUATION OF 4"WASTE LINE. 2. SEE CIVIL DRAWINGS FOR CONTINUATION OF 6"STORM DRAIN LINE. 3. SEE CIVIL DRAWINGS FOR CONTINUATION OF 2'DOMESTIC WATER LINE. 4. SEE CIVIL DRAWINGS FOR CONTINUATION OF 3"STORM DRAIN LINE. Z 1 3 4 5 F 5. 6"RDl FROM ROOF DRAIN DOWN ALONG WALL TO BELOW GRADE,TURN OUT ABOVE cf O F STRUCTURAL FOOTING.SLEEVE THRU STRUCTURAL STEM WALL. _ 3 U _ - 6. 6"ODL DOWN ALONG WALL,TURN OUT AND DAYLITE AT+18-ABOVE FINISHED GRADE. M I-- PROVIDE INDEPENDENT 2'DOMESTIC WATER SERVICE ENTRANCES FOR EACH SPACE. �o SEE DETAIL Et ON SHEET P001. U w B. 3'RDL FROM ROOF DRAIN DOWN ALONG WALL TO BELOW GRADE.TURNOUT ABOVE ®� t STRUCTURAL FOOTING.SLEEVE THRU STRUCTURAL STEM WALL.. o r$ I I I I o 9. 3'ODL DOWN ALONG WALL.TURNOUT AND DAYLITE AT+18"ABOVE FINISHED GRADE. y �J J — — — — — — — — — — — — — — — — — — - 10. EXPOSED ROOF DRAINS TO BE COPPER. s 6"STORM 11. 1-1/2'VENT LINE BELOW FLOOR AND UP IN WALL.OFFSET UP HIGH AND TRANSITION TO ® 3 y Y 2 I.E.-2.00' 3"AND RUN UP TO 3"VTR. O z gam. 4,875A z 2 WAY GCO 12. SLEEVE PLUMBING LINE BELOW STRUCTURAL FOOTING. U N y m r „ it I O7 I.E.-5.00' 6"STORM _ LE.-200' 2O 'II ` ,875sF DIN-1 12 12 W 12 O5 I bO 'll O I.E.20STORM 3"CW I.6'STORM � 4,8751f LE.-2.00' 2O a,8755f FIR RISER& �, 1z ROO ACCESS CC FCO DN-1 12 DN-1 i ..," pw.. — 4" — — — — — O5 �OS 7 FS-1 11` �J © © 2' �' . FCO a 4 FCO 0 _a W Z y � 0 °.� w — — — — — - - - — — — — — - '' — — — — — — — — — � it — — — — — - — —�- - — — — — — — — - - — — — — — - --0 E �I. PETCO ULTA 101 Floo J U Z 0- - - - - - - - �-- - - - - - - - - - - - - - - - - -� c� 0- 0 du ? > _ 0- 00 m o - - - - - - - - - - - - - - - - - � - - - - - - - � U) Lu J J o J < LL LU 3/4' ® Z t J m <11 I I ® co >� U LL ULTA-VESTIBULE V, 102 r — — — — — — — — — — — — 8 10 9 10 — — _ �I L — — — — — —.— — — 9 10 — — J 70sf 0 12 - - - - U a ,e ®3ES 200'�/ F 77Sf 3 Pmject number 9903 9/22/2014 1 2 3 4 5 o R� 2o D wn by JW r m Chmked by SS _ /AIN FIRST FLOOR WASTE AND VENT PLAN �Lq.,T �o P101 a e J. 3 11/4/14 Ptlned 58600PM 1 2 3 4 5 6 7 8 9 Scale m 1 2 M3 4 5 6 7 8 9 P c . t f" 1 2 }s 3 4 5 efQ w a I ca Q s� DRAWING WORK NOTES O �0 oar I FF 1 I 1. 6"RDL AND 6"ODL DOWN THRU ROOF. O w AA �� 2. PROVIDE 4"0 VTR THROUGH ROOF FOR FUTURE PLUMBING FIXTURES.CAP 24"INTO m w - - - - - - - - - - - - - - �- - - - - ,J ) SPACE.VERIFY EXACT LOCATION WITH TENANT DRAWINGS. p-� 3. GAS LINE DOWN THRU ROOF TO INTERIOR SPACE AND AND DOWN ALONG INTERIOR O �+ FF-1 FACE OF WALL BEFORE PENETRATING EXTERIOR WALL TO GAS METER ASSEMBLY. Oz ^ COORDINATE WITH UTILITY FOR EXACT LOCATION. !1 N y II I V I 4. PROVIDE 10"0 ROOF GOOSENECK TERMINATION FOR FUTURE TENANT EXHAUST VENT. it II I EXTEND 24"BELOW STRUCTURE INTO SPACE.VERIFY EXACT LOCATION WITH TENANT II DRAWINGS. ' L 5. 1-1/2"GAS LINE DOWN THRU ROOF TO 5'A.F.F.FOR FUTURE TENANT WATER HEATER UP GAS FIRED UNIT HEATER,AND DRYER(225 CFH TOTAL),STUB LINE 24"INTO SPACE WITH - /^u CAP. 6. PROVIDE 10'0 COMBUSTION AIR DUCT DOWN TO 14'A.F.F WITH GREENHECK ROOF CAP II W FF-1 o RD-1 O MODEL GRS-10 FOR FUTURE TENANT USE.VERIFY EXACT LOCATION WITH TENANT OD-1 O o Fio_i ' 1 DRAWINGS. 0 oDi L----------- I 7. PROVIDE 6"0 TYPE B VENT FOR FUTURE WATER HEATER WITH ROOF CAP.EXTEND FF-2 VENT TO 6'A.F.F.AND CAP.VERIFY EXACT LOCATION WITH TENANT DRAWINGS, FIRE RISER& w ROOF ACCESS a 3 R 103 - - - - - - - - - o RD-1 O(919 CFH)2-1/2" 5 O { ` { oRD-1 GENERAL WORK NOTES� o OD-1 O OD-1 1 A. RUN GAS LINE ALONG ROOF ON MIRO INDUSTRIES PIPE SUPPORTS SPACED AT 10'-0" O O Z 3" -_-_-. (1.970 GF '$" O I MAXIMUM. 8 z 5 B. MAINTAIN A MINIMUM OF 10'-0"CLEAR FROM VENT TERMINATIONS TO MECHANICAL Z OUTSIDE AIR INTAKES. LD z D_ 2-112'(45 CFH) W 4 1-1/4" Lu Z HT114 z RTU-3 LD (720 CFH)2" I 180 CFH ® 180 CFH W p z - 'I-,-4" - - ,-114" - - - - - -- - ----- - - - -- - - _. ._ - - - - - - - - - - 11 I RTU-3 ® ® 180 CFH RTU-0 2 180 CFH �I I FF-2 Mai li PETCO ULTA ` 101 f 100 U I I z z v�M"-� _..... FF-2 1-1/2" I 1-v2 RTU-1 z ® 180 CFH o p-j \\ _ 1-1/4" 1-114" ® RTU-2 I W / 180 CFH z J cn ® RTU-1 ® RTU-2 - m W co 180 CFH 180 CFH Q Y J J = JQ L.L ^J^ W z RTU 5 FF-2 I ® 125 CFH LL m m FF-2 O Uo N ULTA-VESTIBULE LL 102 I - - - - - - - - - - - -I- - - - - - - I- �I L - - - - - - - - - - 0 - - - - - - - - 0 U tl Q F Q I I I I Yyga P,.J d number 9903 STE Z ��yy101� F.yC Date 9/22/2014 1 7 Checked by SS 1 2 3 4 5 ap0 FO yea Drawn by JW Al 118"=1ULTA ROOF PLUMBING PLAN 9T 0P�o P200 aDER 1.s1�e 11/4/14 3 Printed 8/28/2014 1 5:16 2 3 4 5 6 7 8 9 sale 1/8„=1,_0„00 PM: 1 2 3 4 5 6 7 8 9 � F P GENERAL NOTES SHEET WORK NOTES O 1 814 A. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL 1. PROVIDE A SQUARED POWERLINK G3 PANELBOARD,NEMA 1 ENCLOSURE, 9re of 10P ELECTRIC CODE AND ALL LOCAL CODES.COORDINATE EXACT CODE GROUND BAR,208Y/120V,MAIN LUGS ONLY,225 AMPS,42 CIRCUIT CRY GLASSY REQUIREMENTS AND LOCAL AMENDMENTS WITH LOCAL INSPECTOR INTERIOR(36 AVAILABLE),LEFT AND RIGHT 18 CIRCUIT CONTROL BUSSES, 12/17/2014 PRIOR TO ANY INSTALLATION. 2000 LEVEL MASTER CONTROLLER WITH LCD DISPLAY(NF2000G3),16 B. GROUND IN ACCORDANCE WITH N.E.C.AND ALL LOCAL CODES. PHYSICAL INPUTS,MODBUS ASCII/RTU,ASTROLOGICAL TIMECLOCK AND C. ALL ROOF TOP UNITS,ROOF MOUNTED RECEPTACLES AND JELLY JAR POWER SUPPLY. LIGHTS FOR ROOF TOP UNITS ARE FURNISHED,INSTALLED,AND WIRED 2. CONTRACTOR SHALL CONTACT ULTA'S EMS VENDOR FOR COORDINATION M BY CONTRACTOR. OF EXACT SYSTEM REQUIREMENTS FOR EMS/LIGHTING CONTROL r D. ULTAAND SQUARE D HAVE A NATIONAL AGREEMENT FOR SW ITCHGEAR. PANELS. Z w THIS INCLUDES SWITCHBOARDS,PANELBOARDS,POWERLINK PANELS, 3. PROVIDE A SQUARE D POWERLINK G3 PANELBOARD,NEMA I ENCLOSURE, GROUND BAR,20BY/120V,MAIN LUGS ONLY,225 AMPS,48 CIRCUIT = CIRCUIT BREAKERS AND TRANSFORMERS.THE ELECTRICAL O CONTRACTOR IS TO CALL GRAYBAR AT 1-800-784-6059 TO REQUEST THE INTERIOR(42 AVAILABLE),LEFT AND RIGHT 21 CIRCUIT CONTROL BUSSES, No ACCOUNT PRICING. SLAVE ID SELECTOR. _ E. PANELS SHALL BE POWERLINK TYPE PROVIDED WITH'COMMUNICATION 4. FACTORY INSTALLED HVAC RTU NON-FUSED DISCONNECT. w CABLE'(4-WIRE 18 AWG,CLASS 1 CABLE,SUBNET CABLE(GENERAL 5. FACTORY INBT OLED GFUWP RECEPTACLE. OR LIGHT AT SERVICE SIDE OF ALL RTU'S INCLUDING THE CABLE 236100,BELDEN CABLE 27326 OR EQUIVALENT))BETWEEN 6. PROVIDE OUTD O U 'MASTER'AND'SLAVE'PANEL.ALSO,INSTALL'SLAVE BUS FOLLOWING:LIGHT SWITCH IN WEATHERPROOF HOUSINGS,JELLY JAR Q OF INTERCONNECT CABLE'BETWEEN CONTROL BUSSES FOR EACH LIGHT FIXTURE WITH METAL CAGE TO BE MCGILLE#606 WITH 1435-6 AND rn 5 g, _ PANEL. 13W MEDIUM BASE LED LAMP(OR APPROVED EQUAL). 7. PANEL MOP,C AND D SHALL HAVE AN ISOLATED GROUND BUS AND LL p} ISOLATED GROUND CONDUCTOR TO POINT OF SERVICE GROUND. 3 AVAILABLE FAULT CURRENT 8. PANELS C AND D SHALL BE 225A.,208/120V,3PH.,4W.,42 CIRCUITS WITH O }M 200A OVERCURRENT PROTECTION. 2q _ 9. PANEL MOP SHALL HAVE AN 800A 3P MAIN BREAKER AND(4)200A 3P&(4) LL m J r 60A 3P BREAKERS. ® -o PROVIDE 3/4"C.TO BELOW CEILING FOR RTU POWER FEED. 0 a U 11.PROVIDE 1/2"C.TO BELOW CEILING FOR RECEPTACLE POWER FEED. 3 r J 12.PROVIDE PRISMA ARCHITECTURAL NO.'075706',NO SUBSTITUTIONS. y MOUNT AT 9'-0"TO CENTER,VERIFY MOUNTING NG HEIGHT WITH rn� ARCHITECTURAL ELEVATIONS z p t P 14 13.LUMINAIRE TO BE INSTALLED,BUT NOT CONNECTED.ROUTE 314CON " N COORDINATE FINAL +12_0. III III FORPUTURECONNEC IONASSHOWNEEN FIXTURES,AND UB 3/4"CONDUIT INTO BUILDING U LOCATIONS WITH T.I. I I ppp DRAWINGS PRIORTO (3)4"CONDUIT STUBBED I I I - 14.PROVIDE TH RWISEN NOTED, ,MOUNTIN HEIGHTASI',IC EQUAL. UNLESS OTHERWISE NOTED,MOUNTING HEIGHTAS INDICATED, RUGH-IN OUT 5'-0,FROM BLDG. 1 ��I 13 13 ° -- 13�- COORDINATE WITH ARCHITECTURAL ELEVATIONS. { I I 15.CONNECT TO INDICATED ELECTRICAL PANEL.COORDINATE CIRCUIT I� 40$C3PH., TSWITC FUSED 1q 14 24 NEW PANEL'HOUSE I Ll BREAKER SIZE WITH EQUIPMENT/DEVICE CONNECTION REQUIREMENTS DISCONNECT SWITCH I 120/208V.,3PH.,4W.225A MLO, 1:I I +8'-8" +8'-0" AND PROVIDE APPROPRIATE CONDUIT AND CONDUCTORS.HEAT TRACE NEMA'3R (3)4"CONDUIT STUBBED ___ +8-6" SHALL BE CONNECTED TO'GFP'TYPE CIRCUIT BREAKER. H - - - ° - - - - - = OUT S'-0"FROM BLDG.- t6.PROVIDE ROUGH-IN FOR ROLL UP DOOR.INSTALL JUNCTION BOX AT 4"CONDUIT STUBBED ti r +8'-0• POWER SUPPLY AND ROUTE 1"CONDUIT TO LOCATION OF FUTURE OUT 5'-0"FROM BLDG. 800A 3PH.,NEMA'3R'FUSED 13 g ELECTRICAL GEAR.COORDINATE ROUGH-IN WITH OWNER AND DOOR FOR TELEPHONE DISCONNECT SWITCH MANUFACTURER. W b SERVICE L _+12'-0" 24 17.FURNISH AND INSTALL RAYCHEM ICESTOP OR EQUALSELF-REGULATING HEAT TRACE IN STAR PATTERN AROUND MAIN AND SECONDARY DRAINS, -._ - 14 AND DOWN ENTIRE LENGH OF EACH DRAIN PIPE.PROVIDE ALL BOXES, RISE UP EXTERIOR OF j RACEWAYS,ETC.AS PER MANUFACTURER'S INSTALLATION BLDG.&L8.INTO BUILDING AT 16'-0"AFF. 20 4 INSTRUCTIONS. o 2"CONDUIT STUB FOR 1 ° 24 HOUSE-3,5,7 18.HEAT TRACE TO BE INSTALLED,BUT NOT CONNECTED.STUB 3/4"CONDUIT INTO BUILDING m W a FUTURE CONNECTION. Lu PHONE SERVICE ' 20 15 1 FURNISH AND INSTALL RAYO SELF-REGULATING CHEM ICESTOP OR EQUAL SELF-REGULATI Q N g N HEAT TRACE IN ZIG-ZAG PATTERN ALONG EAVE,INSIDE GUTTER,AND N N ❑ G - - - - - - - - - - - - - - - - - - - - DOWN ENTIRE LENGTH OF DOWNSPOUT.PROVIDE ALL BOXES, 6 E + "•� RACEWAYS,ETC.AS PER MANUFACTURER'S INSTALLATION DO NOT ROUTE PLUMBING HOUSE-2 INSTRUCTIONS. PIPING ABOVE PANELS AND HOUSE-4 HOUSE-1 U 20.PROVIDEMEFLUO NO.ENT STRIP.CONNECT TO CONTROLS CHAIN HUNG BARE FLUORESCENT STRIP.CONNECT TO CONTROLS AS SHOWN. OW E IN REA 21.PROVIDE ELECTRICAL CONNECTION FOR 208 VOLT,3-PHASE,4KW 15 ELECTRICAL UNIT HEATER.COORDINATE CONNECTION REQUIREMENTS Z NEW PANEL'MDP' 2 O WITH EQUIPMENT MANUFACTURER, O N •E 120/208V.,3PH.,4W.SODA MCB 1 22.PANEL HOUSE SHALL BE 225A.,208/120V,3PH.,4W.,42 CIRCUITS WITH F E m 225A SERVICE RATED MAIN CIRCUIT BREAKER. D- E O O ID NEW PANEL'A' I 5 11 5 11 23.JUNCTION BOX WITH 1"CONDUIT STUBBED INTO BUILDING FOR FUTURE U Z Z 2 120/208V.,3PH.,4W.225A MLO 10 SIGNAGE.COORDINATE LOCATION WITH ARCHITECTURAL ELEVATIONS. U W W rL 10 24.PROVIDE M°GRAW-EDISON NO.'IST-B02-LEDEI-BL3-BZ-CWB',OR EQUAL. W Z' NEW PANEL' UNLESS OTHERWISE NOTED,MOUNTING HEIGHT AS INDICATED, p U 120/208V.,3PH.,4W.225A MLO 4 RTU-3 COORDINATE WITH ARCHITECTURAL ELEVATIONS.PROVIDE W ITH Z c O O a a U TEGRAL COLD-WEATHER EMERGENCY BATTERY PACK;CONNECT TO O m U U ❑ NEW PANEL'C' UNSWITCHED LEG OF RESPECTIVE LIGHTING CIRCUIT. Q Q °8 120I208V.,3PH.,4W.225A MLO 25.PROVIDE WITH REMOTE EMERGENCY BATTERY PACK COMPATIBLE WITH C-42 RESPECTIVE FIXTURE.MOUNT BATTERY IN INTERIOR SPACE,AT m NEW PANEL'D' 1 Ems, STRUCTURE LEVEL;CONNECT TO UNSWITCHED LEG OF RESPECTIVE N M ao.v 120/208V.,3PH.,4W.225A MLO -, 15 LIGHTING CIRCUIT. p 0 $ ii ik O - a a a a E a a a a m I RTU-4 RTU-3 c-4o 1 II 1s 15 I I MDP-5 O 15 4 we O III ® MDP-6 ® -S � - - q- - O I 11 1 C-38 1s I I ROOF PETCO ULTA 101 &(2D(��IJ \-2112"I.-l " GROUND(OVERHEAD) 100 KCMILSIO#110GR UN&0 1#1/0 ISOLATED GROUND- 7 raT _1 7 8OUTDOOR NEMA 3R UTIUTV COMPANY APPROVED METER, MAIN DISCONNECT, C/T CABINET,ANDMOPD 5 11 CONCRETE PAD. BOTTOM INrFOP - - OUT. F;29g,.� ears.....- - - - 4Ea-ul - - O WJ �1/2"C.-4#3/0,1#8 ^ � J Q MDP 8 RTU-2 GGROUND ROUND&1#6 ISOLATED rr� RTU- #3/0 SERVICE GROUNDIn M_DP-7 - _ _ _ t5 _ _ _ _ _ CODE REPER QUIREMENTS-EMENTSONAL AND C� ® '"" FINISHED FLOOR w J © raTUF, <��l LU (3)4"C.STUBBED OUT 5'-0'FROMBUILDING FOR INCOMING ELECTRICAL 4 W I II I I J z� 2 ULTA ONE-LINE DIAGRAM W _1 E200 NOT TO SCALE CID II 11 a ROOF / II v 2 SETS OF 31/2"C.4#600 KCMIL,1#110 GROUND& 1#1/0 ISOLATED GROUND 22 2 18 �t8 19 \\\!ll 19 UTILITY ITY COMP ROVED ANY HOUSE - - -„- � - APP MAIN DISCONNECT #10'S 18 --23 --- _F---- ,_--r AND C/T CABINET a n,aee 15 LTA 17 " VESTIBULE12 1 15 #10B E 6 102 12 12 -- _J L- 12 t3 M /\ --------- - -. _ - - ---- - J 17 23 13 13 SEVICE 2 L - -- -- -- - - - -- J 12 25 PE/R NAT ONAL AND GROUND CODE REQUIREMENTS 12 12 26 FINISHED FLOOR T9i I. BUILDING STUBBED CUT ING FROM BUILDING FOR INCOMING ELECTRICAL S al 1 Project number 9903 ELECTRICAL PLAN 3 PETCO ONE-LINE DIAGRAM E200 /18/14 1/8"=1'-0" E200 NOT TO SCALE Drawn by 09Author 3 Checked by Checker o E200 Printed 4/16/2015 3:39:52 PM 1 2 �I 3 4 5 6 7 8 Scale 1/81, D� =1'-0"