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Plans (12) BUP2012 - 0006 / & MEC2O1 3 - 00149 =i o a U e ce(1: 2 RECEIVED o - AUG 202012 Q . - (�TY�T Q o % 1 0 BUIDiNG ONION0 N cflin. N 0 W N Z V LLL ty U a5LT- N U MN a VVall M a 1.1 t ° I % to m N O H N City of Tigard Erosion Control q4 �� N �"-~ azo EZ To Schedule Inspections: " w ;Fi<2<« E �Zo Call (503) 639-4175 ku)-N- 02CrMwOW Initial inspection: •� o :::!1::::!:;!!t �mRion t0 pecti �aFinal Inspection: ' ` Z 4 wPilon to Ile didiq 0a0 ;aO< 04/ 10/ 12 yTI ARD , RE N DATE : �7�WZOJWQA<CC< ELL o0o R'd La _OLljlpWO ~ �� oLaoi�rcwwo N STORE NO . : 5935-00 PROTO : C r ___. a vR E v,ry _ . . . _ r DRAWING INDEX ARCH CONT GROCERY STRUCTURAL - - ELECTRICAL A5.3 ENLARGED VESTIBULE SO GENERAL STRUCTURAL INFORMATION FP3 ARE PROTECTION DETAILS E1 LIGHTING PLAN rZ z GENERAL ARCHITECTURAL E1 .1 ENLARGED LIGHTING PLANS A5.4 NOT USED S1 FOUNDATION PLAN FP3.1 FIRE PROTECTION DETAILS E1 .2 LIGHTING DETAILS AND SITE LIGHTING o Cl COVER SHEET A5.5 TOILET PLANS AND DETAILS GA1 FRONT GROCERY FLOOR PLANS S1 .1 SLAB PLAN E2 POWER PLAN N1 GENERAL INFORMATION A5.6 TOILET DETAILS AND ELEVATIONS GA1 .1 REAR GROCERY FLOOR PLANS S1 .2 COLUMN LOAD PLAN MECHANICAL E2.1 POWER DROP PLAN FX1 FIXTURE PLAN (NOT IN BID SET) A6 OFFICE PLAN GA1 .2 GROCERY UNDERSLAB PLANS S2 FOUNDATION DETAILS P'. PLUMBING PLAN E2.2 ENLARGED POWER PLANS LS1 LIFE SAFETY PLAN (NOT IN BID SET) A6.1 PARTITION TYPES AND DETAILS GA2 FRONT GROCERY FIXTURE PLAN S2.1 FOUNDATION DETAILS P2 ENLARGED PLUMBING PLANS AND RISERS E2.3 ENLARGED POWER PLANS A6.2 INTERIOR WALL SECTIONS GA2.1 REAR GROCERY FIXTURE PLAN 52.2 FOUNDATION DETAILS P3 ENLARGED PLUMBING PLANS AND RISERS E2.4 ENLARGED POWER PLANS (\ /A Z A6.3 INTERIOR WALL SECTIONS ., ARCHITECTURAL GA3 GROCERY FINISH PLANS P4 PLUMBING SCHEDULES E3 ELECTRICAL DETAILS, SYMBOLS, AND SCHEDULES A6.4 INTERIOR WALL SECTIONS S3 ROOF FRAMING PLAN O O SP1 SITE PLAN A7 ROOM FINISH SCHEDULE GA3.1 GROCERY INTERIOR ELEVATIONS P5 SIPHONIC ROOF DRAINAGE E4 ONE-LINE DIAGRAM, DETAILS AND SCHEDULES O .. O A8 DOOR SCHEDULE S4 GENERAL SCHEDULES AND DIAGRAMS M1 HVAC PLAN E4.1 PANELBOARD SCHEDULES SP2 SITE DETAILS GA4 GROCERY WALL SECTIONS M2 ENLARGED HVAC PLANS E4.2 PANELBOARD SCHEDULES0 ap SP2.1 SITE DETAILS A8.1 DOOR DETAILS S4.1 ROOF FRAMING SCHEDULESto o GA4.1 GROCERY WALL SECTIONS M3 MECHANICAL SCHEDULES AND DETAILS E4.3 BUSWAY SCHEDULES W '� Al FLOOR PLAN A8.2 DOOR AND WINDOW DETAILS GA4.2 GROCERY WALL DETAILS S4.2 WIND GIRT DIAGRAMS rn o A9 DETAILS S4.3 REFRIG EQUIPMENT PLAN AND DETAILS GP1 FRONT GROCERY DWV PLAN RE1 REFRIG ELECTRICAL PLAN A-i' Lc) ac A1 .1 FINISH PLAN GA5 GROCERY DETAILS GP2 REAR GROCERY DWV PLAN RE1 .1 REFRIG ELECTRICAL PLAN O • A2 EXTERIOR ELEVATIONS A9.1 BREAK ROOM MILLWORK DETAILS O A9.2 MILLWORK DETAILS S5 FRAMING DETAILS GP3 GROCERY DWV RISER GE1 ENLARGED GROCERY LIGHTING PLANS z A2.1 EXTERIOR DETAILS GP4 FRONT GROCERY WATER PLAN AND SCHEDULES GE2 ENLARGED GROCERY POWER PLANS AND SCHEDULES J A2.2 SIGNAGE A9.3 CUSTOMER SERVICE & GROCERY DETAILS S5.1 FRAMING DETAILS OFTIGARD GP5 REAR GROCERY WATER PLAN AND DETAILS Q L �, A2.3 ENLARGED EXTERIOR ELEVATIONS PH1 PHARMACY FOOD TENANT Approved KG P6GROCERY WATER RISER . C A3 EXTERIOR WALL SECTIONS PH1 .1 PHARMACY SECTIONS AND DETAILS SWA1 SUBWAY FLOOR AND FIXTURE PLAN AND S6 VESTIBULE PLANS ConditionallyApproved ..vGM1 GROCERY HVAC PLAN AND DETAILS () o A3.1 EXTERIOR WALL SECTIONS PH1 .2 PHARMACY SECTIONS AND DETAILS SCHEDULES S6.1 VESTIBULE PLANS g�T m;Follow........_ [ I GM2 EXHAUST HOOD Q A3.2 EXTERIOR WALL SECTIONS SWA2 SUBWAY SCHEDULES INTERIOR ELEVATIONS S6.2 VESTIBULE DETAILS Attached ...._..." a. EM1 ENERGY MANAGEMENT PLAN DEFERRED SUBMITTALS A3.3 EXTERIOR WALL SECTIONS AND DETAILS S6.3 VESTIBULE DETAILS perinitNnmller - �' �' w Address t s..•_ �" EM2 SEQUENCES OF OPERATION FIRE ALARM w A3.4 EXTERIOR WALL SECTIONS SWA3 SUBWAY SCHEDULES SECTIONS AND DETAILS ! REM1 REFRIG ENERGY MANAGEMENT PLAN SIGNAGE A3.5 EXTERIOR WALL SECTIONS SS1 SITE SIGNAGE DETAILS By. 'St'�� Date: ARROVEDPLANS SWMP1 SUBWAY MECHANICAL AND PLUMBING PLANS REM2 REFRIG ENERGY MANAGEMENT SCHEDULE TIN EUN-ATTACREDr ` I z A3.6 NOT USED SWE1 SUBWAY ELECTRICAL = A3.7 EXTERIOR DETAILSIL / ect R1RALLCAL R2 REAR TEMPPREFRIRGGPLANN Approved G [ 1--1 lwSprig* D.i•:". 3� CST o A4 ROOF PLAN FIRE PROTECTION0104,AVIn R3 FRONT MED TEMP REFRIG PLAN ConditionaiiyApproved....�_..[ ] l�.Alrra .j(. � ' ` A4.1 ROOF DETAILS RACKS FP1 FIRE SITE UTILITY PLAN u1\ R4 REAR MED TEMP REFRIG PLAN Letter to:Follow [ ] {1.aimld ; „L1 A4.2 ROOF DETAILS FXS1 RACK ANCHORAGE PLAN AND NOTES FP2 OVERALL FIRE SPRINKLER PLAN ] Vi �� Approvedplans ISSUE BLOCK A4.3 LOWER ROOF PLANS R5 REFRIG DETAILS • ';"' PP �J FXS2 RACK ANCHORAGE DETAILS FP2.1 FIRE SPRINKLER PLAN SYSTEM 1 PermitNumbe �,y �'"� • ' shall be on job site. A5 VESTIBULE FXS3 RACK FRAMING DETAILS FP2.2 FIRE SPRINKLER PLAN SYSTEM 2 R6 REFRIG SCHEDULES By' 1 ; 7.. _ ��h,. [, Tn.,Ey.«ry ,�. - A5.1 TENANT AND TOILET PLANS FP2.3 FIRE SPRINKLER PLAN SYSTEM 3 SR1 SEISMIC RESTRAINT By ►►._ Date: QM I •--. A5.2 ENLARGED PLANS FP2.4 FIRE SPRINKLER PLAN SYSTEM 4Oidmi \J \A\ce\-* . ._ :. pec ,n AObit OFFICE COPYoz _ - .. _r. , „._ , , t BUILDING CODE SUMMARY SHEET NOTES 150/C010-CODE_ELNPN rc NAME OF PROJECT: 11GARD, OREGON STREET ADDRESS: SW DARTMOUTH STREET 1• BUILDING WILLBE FULLY SPRINKLERED AS NUMBER OF EXITS OR EXIT ACCESS DOORS REQUIRED: OCCUPANCY LOAD CALCULATIONS: REQUIRED EGRESS WIDTH CALCULATIONS: ACCESSORY EGRESS WIDTH CALCULATIONS PROPOSED USE: RETAIL REQUIRED BY CONTRACT DOCUMENTS. SUBMIT THIS BUILDING COMPLIES WITH TABLE 1015.1 (2010 OSSC) OCCUPANCY LOAD = (SQUARE FOOTAGE) / (OCCUPANCY LOAD FACTOR) REQUIRED EGRESS WIDTH = (OCCUPANCY LOAD) x (EGRESS WIDTH FACTOR) ACCESSORY SPACES EXITING THROUGH THE PRIMARY FIRE SPRINKLER SYSTEM DRAWINGS AND APPLICABLE CODES: BUILDING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC) TWO (2) EXITS ARE REQUIRED WHEN THE FOLLOWING OCCUPANT LOADS ARE EXCEEDED: OCCUPANCY LOAD FACTOR = REFER TO OCCUPANCY LOAD FACTOR TABLE EGRESS WIDTH FACTOR = 0.20 INCHES SPACES CALCULATIONS TO AUTHORITIES HAVING FOR ASSEMBLY OCCUPANCIES GREATER THAN 49, TWO (2) EXITS ARE REQUIRED. AREA AREA (S F 1 OCCUPANCY LOAD WIDTH FACTOR RE �RFD WIDTH R DOORS NUMBERS AND SI7F EXITING COMPLIES WITH 2010 OSSC SECTION 1004.1 JURISDICTION (FIRE DEPARTMENT, FIRE MECHANICAL CODE: 2010 OREGON MECHANICAL SPECIALTY CODE (OMSC) _ �T N�1�DJ;Q 4 PLUMBING CODE: 2011 OREGON PLUMBING SPECIALTY CODE OPSC FOR STORAGE OCCUPANCIES GREATER THAN 29, TWO (2) EXITS ARE REQUIRED. INDOOR SALES 107.494 S.F. = 3.584 OCCUPANTS n 7 T ( ) ACCESSORY OCCUPANT 7. EXITING MARSHAL ETC). OBTAIN ALL APPROVALS PRIOR FOR MERCANTILE OCCUPANCIES GREATER THAN 49, TWO (2) EXITSAREREQUIRED. MAIN SALES AREA: 107,494 S.F. SF/30 = 3,584 OCCUPANTS x 0.20 = 717" 121" 101C 12'-O" ALLHINGED SLIDERS ELECTRIC CODE: 2011 OREGON ELECTRICAL SPECIALTY CODE (OESC) SPACE LOAD THROUGH SALES TO FABRICATION OR INSTALLATION. FOR EDUCATION OCCUPANCIES GREATER THAN 49, TWO (2) EXITS ARE REQUIRED. 121" 101D 12'-0" ALLHINGED SLIDERS ARE CODE: 2010 OREGON FIRE CODE (OFC) 33" 100N 13'-O" HINGED HALLWAY 176 40 100% = 40 NOTE: MERCANTILE OCCUPANT LOAD EXCEEDS 1,000 - MORE THAN FOUR (4) EXITS PROVIDED PER TABLE 1021.1. ACCESSIBILITY CODE: 2010 OSSC CHAPTER 11 & 2003 ICC/ANSI A117.1 66" 100P 2 3'-0 HINGED BREAKROOM 76 100% = 76 2. OWNER WILL PROVIDE FIRE EXTINGUISHERS IN CHECKED BY: 90" 100L 2 4'-0" HINGED JANITOR/HALLWAY 161 6 100% = 6 ACCORDANCE WITH NEPA 10. AUTHORITY MIXED OCCUPANCIES: EXIT ACCESS TRAVEL DISTANCE: 90" 100M 2 4'-0 HINGED PHARMACY 8 100% = 8 THIS BUILDING IS DESIGNED PER SECTION 508.2 FOR ACCESSORY USE, SECTION 508.1 FOR MIXED ( ) HAVING JURISDICTION WILL APPROVE FINAL FIRE DRAWN BY: OCCUPANCIES AND SECTION 508.3 FOR NON SEPARATED USE 250' FOR M OCCUPANCY PER 2009 IBC TABLE 1016.1 FOR SPRINKLERED BUILDINGS. 66" 161K 9.3..-0:3 HINGED DAIRY 1 100% = 6 66" 141A 3-03.-0 HINGED GROCERY STOCKEROOM 1 100% = 1 EXTINGUISHER LOCATIONS. FILE NAME: 150-0010 PER SECTION 508.2.4 (ACCESSORY USES) FIRE SEPARATION IS NOT REQUIRED BETWEEN THE PRIMARY 66" 995A 2(3'-0 ) HINGED GROCERY FREEZERS 4 100% = 4 NOTE: THE DISTANCE FROM ANYWHERE IN THE BUILDING TO AN EXIT DISCHARGE IS LESS THAN 250'. MEAT UTILITY 4 100% = 4 3. WALMART'S ALARM CENTRAL ENGINEERING OCCUPANCY (M) AND THE ACCESSORY OCCUPANCY (A-2) BAKERY 9 100% = 9 PROTO CYCLE: 012712 STORA JMECHANICAL PER SECTION 508.3 (NONSEPARATED USES) FIRE SEPARATION IS NOT REQUIRED BETWEEN ALL PRODUCE 5 100% = 5 TEAM HAS CONTACTED THE AUTHORITY HAVING JANITOR/HAI LWAY 161: 1.803 S.F. SF/300 = 6 OCCUPANTS x 0.20 = 2" $4" OPEN T99 HALLWAY 141 DELI 12 100% = 12 OCCUPANCIES OF THE BUILDING EXCEPT AS REQUIRED BY OTHER CODE PROVISIONS 33" 178A 1(3'-0") HINGED JURISDICTION FOR PRE-PLAN DATA ABOUT STATE DOCUMENT DATE: 041012 COMMON PATH OF TRAVEL RECEIVING 178 9.597 S.F. SF/300 = 32 OCCUPANTS x 020 = 7" 3 " 178K 1((((3'-0") HINGED CART STORAGE 3 100% = 3 AND LOCAL REQUIREMENTS- THAT DIFFER FROM BUILDING OCCUPANCIES: M-MERCANTILE -WHOLESALE OR RETAIL STORE (MAIN USE) - SECT. 309.1 = FOOD TENANT 49 50% = 25 GROCERY STOCK ROOM-A: 174 S.F. SF/300 = t OCCUPANTS x 0.20 96 OPEN TO SALES THE NATIONALLY PUBLISHED CODES AND 75' FOR "M" OCCUPANCY PER 2009 IBC SECTION 1014.3 (100' WHEN SPRINKLERED). CART STORAGE: 680 S.F. SF/ 00 = 3 OCCUPANTS x 0.20 = 304" OPEN TO SALES STORE MANAGERS 2 100% = 2 STANDARDS. A COMPLETE SITE SPECIFIC �D CASH/COUNTING 3 100% = 3 100' FOR "5" OCCUPANCY (STORAGE) PER 2010 OSSC AND 2010 OFC SECTION 1014.3 EXCEPTION #2. MECHANICAL 107: 163 S F SF 300 = 1 OCCUPANTS x 0.20 = 33. 102A THri HINGED !•MECHANICAL 102 1 100% = 1 SUBMITTAL IS BEING MADE DIRECTLY TO THE .<;CjFDC 122" 119 S.F. SF7300 = 1 OCCUPANTS x 0.20 = 1 3 122A _0HINGED 7 EDC 122 1 100% = 1 G I / S1-RECEIVING AND STOCK ROOMS - STORAGE AREAS (MIXED USE) - SECT. 311.2 CORRIDOR FlRE-RESISTANCE: FDC 9A1/MEC:H 9AS: 325 S.F SF 3Q0 = 2 OCCUPANTS x 0.20 = 1; 3 983A q HINGED EDC 981 MECH 983 2 100% = 2 AUTHORITY HAVING JURISDICTION. QUESTIONS 'O .- },,^A2-BREAK ROOM AND FUTURE FOOD TENANT (ACCESSORY TO MAIN USE) - SECT. 303.1 FDC 3: A7 S.F. SF/300 = 1 OCCUPANTS x 0.20 = 1 33 102A -0HINGED / SHOULD BE DIRECTED TO 1-800-530-9924, 4 - • �f �� CORRIDORS DO NOT REQUIRE FIRE SEPARATION PER 2010 OSSC, TABLE 1018.1 (BUILDING IS FULLY AP OFFICE 2 100% = 2 OPTION 3. 00 A2-BREAK FOOD TENANTS - SECT. 304.1 RETURN STORAGE 1 100% = 1 SPRINKLERED). ANCILLARY SITE TO STORE STORAGE 2 100% = 2 ' ' /r ' �'• UPC/UPS: 191 S.F. SF/300 = 1 OCCUPANTS x 0.20 = 1" 3 153A 1(3,'-Q) HINGED CUSTOMER SERVICE: 7 100% = 7 4. THE MAXIMUM STORAGE HEIGHT IS TWELVE FEET �" �: 4� .rRWI• OCCUPANCY LOAD FACTORS: INVOICING: 191 S.F. SF/100 = 2 OCCUPANTS x 0.70 = 1 33 171A 1(3-0 ) HINGED RECYCUNG CENTER 4 100% = 4 ALLOWABLE AREA THIS BUILDING IS DESIGNED FOR UNLIMITED AREA PER SECTION 507.3 (2010 OSSC) AD OFFICE: 132 S.F. SF/100 = 2 OCCUPANTS x 0.70 = 1" 3X. 175A 1( � ) HINGED PROCESSING 4 50% = 2 EXCEPT IN ROOM 178. RECEIVING 178 WILL HAVE ,„yaZ4 MAXIMUM FLOOR AREA ALLOWANCE PFR OCCUPANT PER 7010 OSSC TABLE 1004.1.1 PERSONNEL• 140 S.F. SF/100 = 2 OCCUPANTS x 0.70 = 1" 33 173A 1f3-0') HINGED A STACKING HEIGHT OF 16 FEET OF CLASS I-IV THIS BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS RECEIVING 32 50% = 16 .( ' SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SALES MERCANTILE - GRADE FLOOR AREAS) 30 GROSS COMMODITIES IN FIXED, SINGLE AND DOUBLE ROW OF SECTION 507.3 STORAGE (MERCANTILE - STORAGE, STOCK, SHIPPING AREAS) 300 GROSS TRAINING ROOM/CBROOM/CBL: 588 S.F. SF/ 20 = 30 OCCUPANTS x 0.20 = C; 33 172A 1(3.:-0*) HINGED RACKS. THE STACKING HEIGHT OF THE ROLLING " BREAK ANTRAINING (DEDUCATIODINING ROOMS (ASSEMBLY W/OUT FIXED SEATING) 15 NET HALLWAY 176: 792 S.F. SF/20 = 40 OCCUPANTS x 0.20 = 8 3 20 GROSS 3 176H 1(3-0") HINGED N TYPE OF CONSTRUCTION: TYPE SB PER SECT. 602.5 AND TABLES 601 AND 602 (2010 OSSC) ACCESSORY LOAD EXITING THRU INDOOR SALES: 242 RACK AREA WILL NOT EXCEED 12 FEET. BAKERY AND MEAT AEP AREAS (COMMERCIAL KITCHEN) 200 GROSS OCCUPANT LOAD MAIN SALES: 3.584 5. REFER TO SPECIFICATION 01640 - OWNER FIRE PROTECTION: HOURLY FIRE-RESISTANCE RATING RFQl11RFMFNT PFR TAAIF REQUIRED PROVIDED 45" 1518 1(4:-0" HINGED Se mail STRUCTURAL FRAME 0 HOURS 0 HOURS OFFICE, PHARMACY, INVOICING AND MANAGEMENT (BUSINESS AREAS) 100 GROSS FiRFAKRDQM' 1.136 S.F. SF! 1.5 = 76 OCCUPANTS x 0.20 = 16 33: 151C 1( -0"3 HINGED TOTAL OCCUPANT LOAD INDOOR SALES: 3,826 FURNISHED PRODUCT: AND 01645 - OWNER NON-FOOD TENANTS (BUSINESS AREAS) PHARMACY: 777 S F. SF 100 8 OCCUPANTS x 0?0 = 2 33 300G 1 3'-0 ))) HINGED EGRESS WIDTH FACTOR: X .20 ' ` ROOF CONSTRUCTION 0 HOURS 0 HOURS 100 GROSS DAIRY Mil FR" 1.517 S F. SF/300 = 6 OCCUPANTS x 0.20 = 2" 144" 7 -Q2 ROLL-UP TOTAL EGRESS MD1-I REDO FROM INDOOR SALES:766" FURNISHED PRODUCTS SOURCES: THESE EXTERIOR NONBEARING WALLS 0 HOURS 0 HOURS FOOD TENANT (ASSEMBLY AND KITCHEN) SEE INDIVIDUAL FACTOR ABOVE 60" 1 5-0 SLIDER SECTIONS INCLUDE SPECIFIC INFORMATION EXTERIOR BEARING WALLS 0 HOURS 0 HOURS GROCERY/ICE CREAM FREEZERS: 977 S.F. SF/300 = 4 OCCUPANTS x 0 20 = 1" 72" 1 6'-0" SLIDER TOTAL EGRESS WIDTH PROVIDED FROM INDOOR SALES REGARDING ITEMS AND SERVICES TO BE MEAT UTILITY: =719 INCHES INTERIOR BEARING WALLS 0 HOURS 0 HOURS FURNISHED AND INSTALLED BY INDIVIDUALS KITCHEN: 260 S.F. SF/200 = 2 OCCUPANTS x 0.20 = 1" 96" OPEN TO SALES INTERIOR NONBEARING WALLS AND PARTITIONS 0 HOURS 0 HOURS MEAT COOLER: 574 S.F. SF/300 = 2 OCCUPANTS x 0.20 = 1" 96" OPEN TO SALESOTHER THAN THE GENERAL CONTRACTOR. ALL TOTAL EGRESS WIDTH PROVIDED AT MAIN ENTRANCES FLOOR CONSTRUCTION 0 HOURS 0 HOURS SPECIAL INSPECTION REQUIRED BAKERY: = 242 INCHES ITEMS SHOWN DASHED REFER TO SPECIFICATIONS. Lin State of Oregon Structural Specialty Code KITCHEN: 1,292 S.F. SF/200 = 7 OCCUPANTS x 0.20 = 2" HIGH PILE STORAGE: A 1-HOUR FIRE SEPARATION IS NOT PROVIDED. THE AGGREGATE HIGH PILE STORAGE AREAS DO NOT - COOLERS/FREE7ERS: 426 S.F. SF/300 = 2 OCCUPANTS x 0.20 = 1" 72" OPEN TO SAI FS EXCEED 12,000. REF IFC SECTION 2306.3.2.1 PRODUCE: TOTAL EGRESS WIDTH PROVIDED AT FRONT WALL 6. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ft %-- onc e and Reinforcing Steel KITCHEN: 514 S.F. SF/200 = 3 OCCUPANTS x 0.20 = 1" = LUNCHES LOCK BOX NEAR MAIN ENTRANCE. GENERAL ugii2ilau: 450 SF SF/300 = 2 OCCUPANTS x 020 = 1" 66" 931A 2(3'-O") HINGED CONTRACTOR TO COORDINATE TYPE OF BOX AND Its Installed in Concrete LOCATION WITH FIRE DEPARTMENT OFFICIAL KITCHEN: 1,502 S.F. SF/200 = 8 OCCUPANTS x 0.20 = 2" OPEN TO SALES AREA COOLERS FREEZERS: 393 S.F. SF 300 = 2 OCCUPANTS x 0.20 = 1" PLUMBING FIXTURE COUNTS: ❑ Special Moment-Resisting Concrete Frame / _ I MECHANCAL/EDC/EQUIPMENT: 139 S F SF 00 = 7 OCCUPANTS x 0 70 - C 39ti 984D 1 l'-Q) HINGED ❑ Reinforcing Steel&Prestroseing Steel Tendons ••: t. '1.a • 7 - 11 10• _ • " •• I. x O. • _ -• PER TABLE 29-A (2010 OSSC): I, • •r' ` 262 S.F. SF 100 = 3 OCCUPANTS x 0.20 1 3 108A 1 3,-Q. HINGED TOTAL BUILDING OCCUPANT LOAD ,-.,l/ AP OFFICE: 108 S.F. SF/100 = 2 OCCUPANTS x 0.20 = 1" 45 119A 1 3,-q, HINGED NOTE ALL AREAS WITH 50 % EGRESS EXITING L "Btn1ct11telWeldrlg 45 168A 1 4-0 HINGED THROUGH MAIN SALES ARE PROVIDED WITH GROUP M: 136,776 SF / 200 SF PER OCCUPANT = 684 I • •; • r" : 0 00 = OC 'AN _ I. • = " 4 " 16:: 1 -0" . I SECONDARY MEANS OF EXITING THAT DOES NOT LOAD DISTRIBUTION: 50% MALE/50% FEMALE = 342 M/342 F ❑ High-Strenght Bolting RETURN STORAGE: 101 S.F. SF/300 = 1 OCCUPANTS x 0 70 = 1" 488 OPEN TO SALES AREA PASS THROUGH SALES AREA. �,� SITE TO STORE CUSTOMER SERVICE: 668 S.F. SF/100 = 7 OCCUPANTS x 0.70 = 2" 240 OPEN TO SALES ARFA WATER CLOSETS: i�Slr�ral Masonry RECYCLING CENTER: M 3:101-400 MALE / 5:301-400 FEMALE (110 RECYCLING CENTER: 304 S.F. SF/100 = 4 OCCUPANTS x 0.20 = 1" 96" OPEN TO SALES PER TABLE 29-A FOOTNOTE 3, 1 URINAL PER 1 WATER CLOSET ❑ Reinforced Gypsum Concrete PROCESSING: 985 S.F. SF/300 = 4 OCCUPANTS--__ x 0.20 = 1" 96" OPEN TO SALES MAY BE SUBSTITUTED UP TO 50% ❑ InsulatingConcrete Fill TENANT AREAS" MALE WATER CLOSET$: 3 REQD (4 WC, 5 UR PROVIDED) FEMALE WATER CLOSETS: 5 REQD (10 WC PROVIDED) FOOD TENANT AREA: ❑ Sprplied Fire-Resistive Materials KITCHEN AREA 589 S.F. SF/200 = 3 OCCUPANTS x 0.20 = 1" 37" 402A 1(3.-4") HINGED LAVATORIES: DINING AREA 686 S F SF/ 15 = 46 OCCUPANTS x 0.20 = 10" 135" OPEN TO SALES ARFA 1 LAV PER 2 WATER CLOSET REQUIRED Rings,Drilled Piers and Caissons MALE WATER CLOSETS: 3/2 = 2 REQD (8 PROVIDED) VICINITY MAP ❑ Shotcrete BUILDING SQUARE FOOTAGE FEMALE WATER CLOSETS: 5/2 = 3 REQD (8 PROVIDED) TOTAL GROSS SQUARE FOOTAGE IS 137,154 PER DRINKING FOUNTAINS: 0 Special Grading,Excavation and Filling TOTAL - 136.776 S.F. = 3.906 OCCUPANTS DEFINITION OF GROSS FLOOR AREA (OSSC 1002.1) NOT REQUIRED (5 PROVIDED) - ' - - O r' ❑ Smo ontrol Systems COVER Oer lnspeCtionS�T� ► t( i S/ rE SHEET V" ARCHITECTURAL: GROCERY ARCHITECTURAL: STRUCTURAL: FIRE PROTECTION: MECHANICAL: PLUMBING: ELECTRICAL: a ' - ' BCRA, INC. BRR ARCHITECTURE, INC. BCRA, INC. HENDERSON ENGINEERS, INC. HENDERSON ENGINEERS, INC. HENDERSON ENGINEERS, INC. HENDERSON ENGINEERS, INC. ARCHITECT OF RECORD ARCHITECT OF RECORD ENGINEER OF RECORD ENGINEER OF RECORD ENGINEER OF RECORD ENGINEER OF RECORD ENGINEER OF RECORD CN 2106 PACIFIC AVENUE, SUITE 300 6700 ANTIOCH PLAZA, SUITE 300 2106 PACIFIC AVENUE, SUITE 300 8325 LENEXA DRIVE, SUITE 400 8325 LENEXA DRIVE, SUITE 400 8325 LENEXA DRIVE, SUITE 400 8325 LENEXA DRIVE, SUITE 400 v .. . TACOMA, WASHINGTON 98402 MERRIAM, KANSAS 66204 TACOMA, WASHINGTON 98402 LENEXA, KANSAS 66214 LENEXA, KANSAS 66214 LENEXA, KANSAS 66214 LENEXA, KANSAS 66214 °° av liii N o SHEET: Cl 0 4 SIGNAGE LEGEND TACTILE EXIT SIGN RESTROOM SYMBOLS ABBREVIATION LEGEND ._ C\n 010-001 An 010-011 cV010-010 \ a < w 0 GENERAL ABBREVIATIONS 2 ic wa,- ❑- SIGN SINGLE DOOR TYP ABBR DEFINITION a AB ANCHOR BOLT4C io 0 o WALL TYP ACI AMERICAN CONCRETE INSTITUTE 0 Z o AFF ABOVE FINISHED FLOOR w WALL MOUNTED SIGNAGE TO BE AHU AIR HANDLING UNIT it co' 5 co EF NOTE 3 x \ FF TACTILE EXIT LOCATED ON LATCH SIDE OF AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION m w SIGN TYP DOOR, CLEAR OF DOOR-SWING. ARCH ARCHITECTURAL m 9" MOUNT AT 60" TO CENTERLINE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS LL �, ' (�� SIGNS CONTAINING OF SIGN FROM FLOOR. \ AWS AMERICAN WELDING SOCIETY UT- TACTILE CHARACTERS \\r < LL z \ SHALL BE LOCATED BD BOARD N Q 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL BFF BELOW FINISHED FLOOR a OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS `1 5 I i SO THAT THERE IS r�+� BL BLOCK LINTEL in Co d l II AN 18" CLEAR FLOOR 0 I BLDG BUILDING -ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE \ 'T / \ \ AREA CENTERED ON BO BOTTOM OF THE TACTILEAt lel 1'-6"ji. / BOS BOTTOM OF STEEL OR BOTTOM OF STUD -ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILETS ARE CLUSTERED AT A CHARACTERS MEN 1 \ BTM BOTTOM SINGLE LOCATION MIN \ BRG BEARING w N p 61->- -ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, ca DOUBLE r-- CJD CONTROCASH L JOINT w � ��<<Q'��z �o DOOR TYP 1 - w wr��Z¢oWwui<pU WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS / CL CENTERLINE %. T(Jo Zers,m Caw THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION WALL TYP i CLR CLEAR O Ic2W N4W§tizy2nm -UNISEX TOILET AND BATHING ROOMS RAISED 1 32" , CMU CONCRETE MASONRY UNIT/ pW='rLLC.-mzF < x TACTILE EXIT / i COL COLUMN z 3o<gb- wp�so'rto SIGN TYP UPPERCASE / x CONC CONCRETE P iq �maWwa <Fp3 -ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE LETTERING ,----/„., z ¢ CONST CONSTRUCTION w <<k'«iF�zycri=zo�5 ACCESSIBLE ap o I� CONT CONTINUOUS D ozz000wAw z'°b' gwgw i / \ CO o DIA DIAMETER d viVlpap LQOzpco<or 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE : � ��6�zo�LL< <rc¢« DS DOWNSPOUT ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS ' 1 \ i MEN 1 EAS EMERGENCY ACCESS SYSTEM SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY L ' EDC ELECTRICAL DISTRIBUTION CENTER _ 8 ® a -AT EACH SEPARATE-SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX HEIGHT OF LETTERING El FS EXTERIOR INSULATION AND FINISH SYSTEM TOILET 5/8" MIN. TO 2" MAX. \ 3/8" MIN. SPACING EJ EXPANSION JOINT FROM BRAILLE TO ANY EL ELEVATION 3. TACTILE SIGNAGE SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH TACTILE CHARACTER ELEC ELECTRICAL FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE OR RAISED SURFACE EQ EQUAL ES EQUIPMENT SUPPLIER CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND \ \ \ BUILDING CORRESPONDING EW EACH WAY SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE GRADE II BRAILLE EXT EXTERIOR A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE COLUMN FDN FOUNDATION a DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH IINN' FF FINISHED FLOOR - ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A II SIGNS 8c IDENTIFICATION FS FAR SIDE Z TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL FTG FOOTING BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL -- 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES FV FIELD VERIFY o SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE i i THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 GA GAUGE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING 1I I AND AS SPECIFICALLY REQUIRED IN THIS SECTION GC GENERAL CONTRACTOR TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 I 1 I INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE GR GENERALMERCHANDISE GR GROCERY TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B. GYP BD GYPSUM BOARD THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL CONTRAST H HEIGHT % 0 z CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND THEIR FIELDS, WITH EITHER A UGHT PICTOGRAM ON A DARK HELD OR A DARK PICTOGRAM ON A LIGHT HMR HOME MEAL REPLACEMENT 0 WITHOUT HOLD-OPEN DEVICES. FIELD. O O in HORIZ HORIZONTAL Z4 "I 4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND 3. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE ALLOWABLE HSS HEADEDSTUD ANCHOR / , AND SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE MATERIALS OR FINISHESHSS HOLLOWW STRUCTURAL SECTION 0 0 WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "0" OF THE FONT INFO INFORMATION SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE ISO ISOLATION r^-9in 5. ACCESSIBLE SIGNAGE SHALL USE GRADE II BRAILLE AND MUST COMPLY WITH ANSI A117.1 I LETTER "I" OF THE FONT. (ANSI A117.1-2009: 703.3.6) CHARACTER HEIGHT MEASURED FROM THE JBE JOIST BEARING ELEVATION WN r'`) F SECTION 703.4 ____ BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM JST JOIST Y--�--1 0 a - 1 -- .�___.. BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". JT JOINT . 0. I 7 i I KSI KIPS PER SQUARE INCH 0 C) O - PARTITION LEGEND SYMBOLS LEGEND I I WALL 4. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH 2010 ADA TABLE 703.5.5. VIEWING DISTANCE SHALL L LENGTH ^ Z BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION LB POUNDS W I I I 1 PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE LLH LONG LEG HORIZONTAL C\n010-004 \ MERCHANDISE 1 C n010-008 RACKS I ___ UPPERCASE LETTER "I". LLV LONG LEG VERTICAL _ DETAIL (10.12) KEYNOTE INDICATOR r"----- LONG LONGITUDINAL O o • 5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND MAX MAXIMUM I- o xx TACTILE SIGN REQUIREMENTS MDF MEDIUM DENSITY FIBERBOARD SHEET < SB01 > EQUIPMENT INDICATOR 6. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: MECH MECHANICAL 0 F--.1 1. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ANSI A117.1 SHALL BE PROVIDED ADJACENT TO DETAIL EACH DOOR TO AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF DOOR SCHEDULE FOR MFR MANUFACTURER w NUMBER INDICATES STUD ( P3 ) COLOR INDICATOR LOCATIONS. A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-SERIF MIN MINIMUM PLAN: UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE MISE MISCELLANEOUS NO NUMBER INDICATES 2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE ALLOWABLE MO MASONRY OPENING Z LETTER INDICATES B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND 2" MAXIMUM BASED MTL METAL PARTITION TYPE STUD HEIGHT TO BOTTOM FULL AND PARTIAL WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "0" OF THE FONT oC 12 OF ROOF DECK 8-A3 SECTION INDICATOR SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "1" ON THE HEIGHT OF THE UPPERCASE LETTER "1". NIC NOT IN CONTRACT c REF PLANS AND NRP NON-FIBERGLASS REINFORCED PLASTIC SHEET A6.1 CI ----NUMBEROF THE FONT. (ANSI A117.1-2009: 703.3.6) CHARACTER HEIGHT MEASURED FROM THE BASELINE OF C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL NO NUMBER - REFERENCE SIDE INDICATES STUD THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM NS NEAR SIDE SIZE AS FOLLOWS: EXTERIOR AND INTERIOR 8-A3 HEIGHT OF THE UPPERCASE LETTER "I". SHALL BE A MINIMUM OF 6" IN HEIGHT NTS NOT TO SCALE ISSUE BLOCK ELEVATION INDICATOR OPPOSITE SIDE OC ON CENTER 1 - 1 5/8" METAL 8 - 8" METAL SALES 3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND 7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY OCH ON CENTER HORIZONTALLY 2 - 2 1/2" METAL F8 - 8" CMU REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" OCV ON CENTER VERTICALLY 3 - 3 5/8" METAL 100 ROOM NAME AND NUMBER 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING: (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. OD OUTSIDE DIAMETER 6 - 6" METAL 12 - 12" CMU CO DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. OH OPPOSITE HAND WALL INDICATOR A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE PAF POWDER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT 8. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE 1 HOUR RATED UL//U465 GYPSUM ACCOMPANIED BY BRAILLE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE PLAM PLASTIC LAMINATE BOARD AND GLASS-MAT BACKER, B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2" OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF PL PLATE 2 HOUR RATED ULU905 CMU0 DOOR INDICATOR DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. PLF POUNDS PER LINEAR FOOT 5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) MOUNTING HEIGHT SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR PMEJ PREMOLDED EXPANSION JOINT - - NON RATED WALL © ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. DOTS GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE PT PRESSURE TREATED WINDOW INDICATOR SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. PSF POUNDS PER SQUARE FOOT tryA ��tyiA f SOUND ATTENUATION INSULATION OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN PSI POUNDS PER SQUARE INCH h• 66 �� " 1 FULL WALL THICKNESS 6. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT PSI PROTECTIVE SURFACING ' THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A PVC POLYVINYL CHLORIDE - - - - - CHAIN LINK FENCE ry TV MONITOR. ATTACH MONITOR PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED QTY QUANTITY BRACKET TO EXTERIOR WALL WITH LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A REF REFER TO COOLER/FREEZER WALL W= WALL MOUNTED (6) 3/16" DIA TAPCON ANCHORS FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST REINF REINFORCING WITH 1 1/4" EMBEDMENT. VERIFY FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR READ REQUIRED EXACT LOCATION WITH LOSS CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE REV REVERSE INDICATES 48" PLASTIC PREVENTION MANAGER. THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED RI REACH-IN LAMINATE OR PROTECTIVE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS W1TH TACTILE CHARACTERS SHALL BE RO ROUGH OPENING SURFACING WAINSCOT UNOPROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. RTU ROOF TOP UNIT O INDICATES 24" HIGH PLYWOOD - --- COLUMN LINE INDICATOR THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR SCHED SCHEDULE 1HECKED BY: WAINSCOT ON 2x8 BASE UNO AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. 012607 SDI STEEL DECK INSTITUTE SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 SIM SIMILAR RAWN BY: INDICATES 48" HIGH PLYWOOD 100'-0' INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, STRIPING CONDITIONS SJI STEEL JOIST INSTITUTE WAINSCOT ON 2x8 BASE UNO FF EL HEIGHT ELEVATION INDICATOR IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE SP SPACES LE NAME: 150-N010 OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE C\n010-009 SPECS SPECIFICATIONS -•-.-•-•-.-.-.-.-.- OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. SS STAINLESS STEEL ROTO CYC : 012712INDICATES 96" HIGH PLYWOOD5'-0"WAINSCOT ON 2x8 BASE UNQ STRUC STRUCTURALOCUMENT DATE: 041012 100' 0" PLAN ELEVATION INDICATOR T&B TOP AND BOTTOM WALL LOCATION THK THICKNESS INDICATES BUILDING TAPE © TOC/TC TOPP OFF CONCRETE !� TACTILE EXIT SIGN LEGEND 8'-," 2'-6" MAY VARY (11114(1\N TOF TOP OF FOOTING �'�,5' ,r:, TOGS TOP OF GRADE BEAMt3U�LA'�' lirELECTRICAL �► \ TOM TOP OF MASONRY _ U' R' ENLARGED DETAIL INDICATOR REF:TACTILE SIGN REQUIREMENTS AND DIMENSIONS ABOVE TOP/TP TOP OF PAVING �°i' " 1 FOR ACCESSIBLE SIGNAGE PLACEMENT ,- \ TOS TOP OF STEEL OR TOP OF STUD * / �� 'L��'" TRANS TRANSVERSE ` 5` k. 7•!A `-� KEYNOTE SIGNAGE - , / k TYP TYPICAL - a UNO UNLESS NOTED OTHERWISE it a STRIPING AT EYEWASHVERT VERTICAL Wir VTRVENT THROUGH ROOF EEXIT 5'-0" W WIDTH DETAIL INDICATOR _ k WD WOOD M DETAIL NAME - 0 w 0 SCALE CODS ODE 1 .11\ :1 \ t INSECT CONTROL INTERNAL INFORMATION ONLY SIL - M. ^ UNIT LEGEND \ \ v BASED ON NUMBER OF UNITS RECEIVED, QUANTITY INDICATES IF STORE IS ON THE STANDARD OR I 10'-7" ENHANCED INSECT CONTROL PROGRAM WALL LOCATION TYPE STANDARD/ TOTAL(A,B,C+E) MAY VARY ENHANCED A/AE 8 / 2 10 STRIPING AT BALER STRIPING AT COMPACTOR B/BE 6 / 2 8 C/CE 4 / 1 5 TOTAL 18 / 5 23 A B II C AE-ENHANCED BE-ENHANCED CE-ENHANCED 400t ,A .0.n 40ts"N %oma GENERAL NOTES: INFORMATION 1. GC TO INSTALL TOP OF UNITS 60" ABOVE FLOOR UNLESS NOTED OTHERWISE 2. PLUG UNITS FOR TYPE A, AE, B, AND BE UNITS INTO RECEPTACLES INSTALLED 96" ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN UNLESS NOTED a OTHERWISE N M 3. TYPE C AND CE UNITS ARE TO BE INSTALLED TO COVER ELECTRICAL RECEPTACLE 4. FOOD TENANT: COORDINATE TYPE, QUANTITY, 00 AND LOCATIONS OF INSECT CONTROLS WITH FOOD N TENANT LAYOUT DRAWINGS 5 SHEET: NiNI 0 INSECT CONTROLGEo oi \ . N � � UNIT LEGEND -_I - Q 1. REFER TO PLAN FOR DEPARTMENT BACKSTOCK BASED ON NUMBER OF UNITS RECEIVED, QUANTITY o a LOCATIONS. WALMART STORE MANAGEMENT TO INDICATES IF STORE IS ON THE STANDARD OR LABEL ALL STOCKROOM RACKS PRIOR TO ENHANCED INSECT CONTROL PROGRAM m a DELIVERY OF MERCHANDISE < i TYPE ENHANCED TOTAL(A,B,C+E) M in 2. RACK INSTALLER TO VERIFY, PRIOR TO RACK 01 lll INSTALLATION, THAT THE CLEAR HEIGHT ABOVE A/AE 8 / 2 10 .17 Di- ALL ALL RACKS, INDICATED ON THE PLAN, IS A B/BE 6 / 2 8 ° W MINIMUM OF 4'-6". NOTIFY THE RACK VENDOR N Z IF THIS CLEARANCE CANNOT BE MAINTAINED. C/CE 4 / 1 5 ^ a 3. LOCATE ALL 44" DEEP RACKS 6" FROM WALLS 0 0 © 3.4 4 4.5 CID 6 6.5 8 9 TOTAL 1 s / 5 23 N AND COLUMNS UNLESS NOTED OTHERWISE. A B C CO N 0 4. LOCATE ALL RACKS LESS THAN 44" DEEP 3" I I I I I I I I I I I I AE-ENHANCED BE-ENHANCED CE-ENHANCED I-- N FROM WALLS AND COLUMNS UNLESS NOTED OTHERWISE. „ " " " 1 " " 1 , " ° �� y 55 -8 y 20'-0 I 24'-10" y 35'-2" y 30'-0" 30'-0" 3O'-O" y 30'-0 y 25'-O" ,. 25'-O" 30 -O" 30'-0" 51'-8" m®o, �'4 " )' � )' , �.°��'�� :�%''% ii - H oma} 5. AISLE SPACING SHOULD BE 8 WHERE 44 DEEP I iii ii w ox RACKS ARE USED. THIS ENABLES WALKIE I I I I I I I I I o cn STACKERS TO BE USED FOR LOCATING PALLETS. 1 /'/ \// 14-1 ciF�Z i« Z *.-6 I I I I I I I I I I I 1 i� D 2 r_- �ZZwo C,N et MINIMUM AISLE SPACING SHOULD BE NO LESS 1 a�y� No0aimtswoow THAN 5' WHERE SMALLER RACKS ARE USED (6' �� Wn�WW a� W~ ON~4X3�2tn� I I I a�oc? , .wzp WOULD BE PREFERRED) U.N.O. I I I I 1 I I I I I I I I Z ��Zagi?,°g �� 1 1 1 I 1 NOTES: O ;W< '`oi;''aZ oZ 1. GC TO INSTALL TOP OF UNITS 60" ABOVE FLOOR Q xQ<�` ,A,mg iWg I I I I I I I I I I UNLESS NOTED OTHERWISE -' Ho~li ccouS'gr 1 1 I RECYCUNc OUIPMENT I I I 2. PLUG UNITS FOR TYPE A, AE, B, AND BE UNITS sw a yw°Ni-e0cro,Fa X INTO RECEPTACLES INSTALLED 96" ABOVE FLOOR cn �S15'nico<itY,Wn'ao ' GR , ocTSI I r_•"_ I I I I I I I AT LOCATIONS SHOWN ON PLAN UNLESS NOTED rsKGM DIRECTS DESK I CLAIMSI 1 1L 1 I OTHERWISE 3. TYPE C ANI I ' ARE I I 1 I I I I JACK� AR I PAYSTUB 1 I TO COVER E EDCTRICAL CEIRECEPTA TS OEBE INSTALLED - \ _ kill I STATION �I � ANDDOD LOCATIONS TOF INSECTTE TYPE,CONTROLSWITHFOOD /0 _ _ _ _ _ __j_ `J _ _ _ _ - - - - \ - - 0 TENANT LAYOUT DRAWINGS 74 IIIIIIIIII1511 LICI 2 ,v OHM 1•1 lea liM LW DIRECTS I%; PLASTICS ICLAIMS I I T , �I-(9/51)-I-(6)-I (�1) I I �1AZWS -FlXTURES—rt 1 VENDING I 1 I 1 '• 1!11 CARNETScn j RECYCLING - - - STORAGE ANK -r -r • I I I „ .. I ova I 40) ——(2 -421)--(20)-—(19)——4-1 I 8 1—(4) — 7 — — 1 (5)— I A'- \ I H 1 ( iii � i �` `� iii �i ii i�Il l I TIME CLOCK _•4`,."...;4.,0'. �►. I Q I-- _I - 1 .I I ) �� I I SCHEDULE BOARDS SCHEDULE BOAR 4 fl j I I 1 �I UNLOADING I-(42)-I-(10)-I-(15)-I—(9 51)—I I 1W'-oma BIKE ASSE�IBLYIDESK 1 LOCKERS �_ 51 r I RAG 1 _ I 1co X X X X X x X X x X X TELXON RACK STORAGE...___.,_-�,, ,,,,,,,,,,, , I �: ` 1 I Z In 1/ A A ♦ A A A p p p 6 B �-73111113A UI t \- -I - C�Y.Y�7 - - I, IS ■ O O O J I 7) ABOVE I < „ 1I II, r , rII a o ' ;v'4: II� �tt�i ,'rr'r. I UNLOADING - I —(111 )—I-(44)—I—(14) I—(32)—I <- ,— I -- �� ;p— ;r � �I ' � IGX /IGX /IGXi/IGX GX X RXXXX I <m nra! U ' �, M. „ — -- :' I I D u GAIL C.AI/GAI (:A .. p p p p p p _� y A I vl I • I f„1 r r 1 I 2 WALKIE - '� ,�I �,,.TJ Ir=1 CAGE 1 �, VIDO � I 1- ... r'r 'U' 'U' r'' — ® 203 N 1 I I STACKER a I I P N < :5 G 1 1 ,�I U • - - BO' -' - -+- N , CHARGING I UNL ADING SOF1T DRINKS I—STORM I r_y._ . It 1 — - - - - - - - - - -_- -_- - C•r•�1^)��I1 BELOW [�JJ��,ej�,��/��/� .� ff ♦ w w w r +.'I I e I. C ) (-» C-� I - I r J STATIONS �en ISN_\ �I I �, ,�,t I I .1 .1 I a ', I I I I ".::: SHEET NOTES 1._ 8 s OCCUPANCY LOAD CALCULATIONS: REQUIRED EGRESS WIDTH CALCULATIONS: z OCCUPANCY LOAD = (SQUARE FOOTAGE) / (OCCUPANCY LOAD FACTOR) REQUIRED EGRESS WIDTH = (OCCUPANCY LOAD) x (EGRESS WIDTH FACTOR) w 3 OCCUPANCY LOAD FACTOR = REFER TO OCCUPANCY LOAD FACTOR TABLE EGRESS WIDTH FACTOR = 0.20 INCHESo 1. MAINTAIN A MINIMUM OF 3'-0" AISLE WIDTH ON THE 2 .1 AREA AREA (S.F.). OCCUPANCY LOAD WIDTH FACTOR REQUIRED WIDTH WIDTUI PROVIDED DOORS NUMBERS AND SIZES SALES FLOOR WHERE MERCHANDISE OR OTHER w ° INDOOR SALES 107.494 S.F. 3.584 OCCUPANTS 717 719 TnTAJ OBSTRUCTIONS ARE PLACED ON ONE SIDE OF THE AISLE, F- MAIN SALES AREA: 107,494 S.F. SF/30 = 3,584 OCCUPANTS x 0.20 = 717" 121" 101C 12'-0' ALL HINGED SUDERS AND 3'-6" AISLE WIDTH WHEN SUCH OBSTRUCTIONS ARE o 121" 101D 17-0" (ALL) HINGED SLIDERS 33" 100N 1(3'-0") HINGED PLACE ON BOTH SIDES OF THE AISLE 66" 100P 2 3'-0"J) HINGED 90" 100L 2 4'-0" HINGED 2. ALL EXIT SIGNS AND EMERGENCY LIGHTS ARE SHOWNCie 90" 100M 2(4'-0 ) HINGED N. 0 66" 161K 2(3'-0" HINGED ON SHEET El, (SYMBOL LEGEND ON E3), AND WILL BE 66" 141A 2(3'-0) HINGED SUBJECT TO INSPECTION FROM THE FIRE MARSHAL LL 66" 995A 7(3'-0 ) HINGED HAVING AUTHORITY PRIOR TO FINAL APPROVALS. Li) 2 m U c_Tr_1RAGE MECIANICu v .IANITOR/HALT WAY 161: 1 803 S F. SF/300 = 6 OCCUPANTS x 0 70 = 2" 84" OPEN Q H WAY 141 3. 250' MAX. TRAVEL DISTANCE IS SHOWN AS A DASHED M 33" 178A 1j(3'-0 HINGED LINE. Cri H RECEIVING 178 9.597 S.F SF/300 = 32. OCCUPANTS x 020 = 7' 33 178K 1(3'-0" HINGFD GROCERY STOCK ROOM-A: 174 S.F. SF/300 = 1 OCCUPANTS x 0.20 = 1" 96 OPEN TO SALES PART STORAGF: 680 S F. SF/300 = 3 OCCUPANTS x 0.20 = 1" 304 OPEN TO SAL. S MECHANICAL 102: 163 S F SF/300 = 1 OCCUPANTS x 0.20 = 1" 33" 102A 1 3'-0 HINGED FDC 172: 119 S F SF/300 = 1 OCCUPANTS x 0.20 = 3 122A 1 0" HINGED FOC 981/MFCH 983. 325 S F SF/300 = 2 OCCUPANTS x 0.20 = 1` 3� 983A 1 3-0. HINGFD w ti o 1 LEGEND FOf'L,3• fit SF. SF/300 = 1 OCCUPANTS x 020 = 1" 33 102A 1 3'-0 HINGFD v) o r� <2iwp u-z< ni ANCILLARY 0_ WLu F*<`rco�„N,Wvi< 3° UPC/UPS: 191 S.F. SF/300 = 1 OCCUPANTS x 0.20 = 1" 3 153A 1(3'- ) HINGED O ��}mOp,��JWO�W INVOICING 191 S.F. SF/100 = 2 OCCUPANTS x 020 = 1` 33 171A 1(3'-0) HINGFD FIRE EXTINGUISHER O �k'�10 k' xa}ii2m AD OFFICE: 132 S.F. SF 0 2 OCCUPANTS x 0.20 = 1" 333 175A 1( Q HINGED Li- O. 8 s petaw Vag PFRSONNFL: 140 SF. SF/100 = 2 OCCUPANTS x 020 = 1" 33 173A 1(3-0 j HINGFD FE K K TYPE FIRE EXTINGUISHER Z 3��821�Wsp � Q OUO p TRAINING ROOM/CBL' 588 S.F. SF/ 20 = 30 OCCUPANTS x 0.20 = 6" 33" 172A 1(3'-Qq HINGED (WITHIN 30 FT OF EACH COOKING APPLIANCE co �� `W''oa oi « < HALLWAY 176: 792 S.F. SF 20 = 40 OCCUPANTS x 0.20 = 8" 33" 176H 1(3 HINGED EQUIPMENT WITHIN A HOOD SYSTEM) ¢ < <«weralure, es E❑ TACTILE EXIT SIGNAGE a 00�W� ��o5p;timNws X 45" 151B 1 4'-0" HINGED REF Ni �D_2c< fc `wWoo -•.,.• = • I :. . I . = " -." . . r PHARMACY: 777 S.F. SF 100 = 8 OCCUPANTS x 0.20 = 2 33„ 300G 1 ,-0HINGED IL4IRY 0001 FR• 1.517 S.F. SF/300 = 6 OCCUPANTS x 0.20 = 2" 144 2 8-0" ROLL-UP 60" 1 5-0 SUDER GROCERY/ICE CREAM FREEZERS: 977 S.F. SF/300 = 4 OCCUPANTS x 0.20 = 1" 72" 1 6'-0" SUDFR MEAT UTIU TY: KITCHEN: 260 S.F. SF/200 = 2 OCCUPANTS x 0.20 = 1" 96" OPEN TO SALES MEAT COOLER: 574 S.F. SF/300 = 2 OCCUPANTS x 0.20 = 1" 96" OPEN TO SALES BAKERY: KITCHEN: 1,292 S.F. SF/200 = 7 OCCUPANTS x 0.20 = 2" COOl ERS/FREFZFRS: 426 S F SF/300 = 2 OCCUPANTS x 0.20 = 1" 72" OPFN TO SAI FS PRODUCE: KITCHEN: 514 S.F. SF/200 = 3OCCUPANTS x 0.20 = 1" F UFQ%1lu 450 S F SF/300 = 2 OCCUPANTS x 0 20 = 1" 66" 931A 2(3'-0") HINGED Z LI/S Q KITCHEN: 1,502 S.F. SF/200 = 8 OCCUPANTS x 0.20 = 2" COOLERS FREEZERS: 393 S.F. SF/300 = 2 OCCUPANTS x 0.20 = 1" OPEN TO SALES AREA MECHAN AL/EDC/EQUIPMENT: 139 S F SF 00 = 2 OCCUPANTS x 0 20 = 1; 39" 984D 4'-q HINGED Z TAQ�+F/�MOp�1ry S OFFICE: 11125 S.F. SF 1100 = Z3 0 CUPANTS x 0.70 OCCUPANTS x 0 20 = L 4r;"33, 113A 1 -0 HINGFD18A 1 3-0 HINGED p AP OC=FICE: � 108 S = SF/100 = 2 OCCUPANTS x 0.20 = 1 33„ 1�9A 1 -� HINGFD U 45 168A 1 4-0 HINGED SITE TO STORE STORAGE: 550 S.F. SF/300 = 2 OCCUPANTS x 0.20 = 1" 45" 168B 1 4'-0" HINGED RETURN STORAGF: 101 S.F. SF/300 = 1 OCCUPANTS x 0.20 = 1" 48" OPFN TO SALES AREA I • •: C. : . : 1 • ... 111 = I :. b . . 5 = . 5 • RECYCUNG CENTER: RECYCUNG CENTER: 304 S.F. SF/100 = 4 OCCUPANTS x 0.20 = 1" 96" OPEN TO SALES PROCESSING: 985 S.F. SF/300 = 4 OCCUPANTS x 0.20 = 1" 96" OPEN TO SALES % 0 Z TENANT AREAS 0 0 Ca Zi to FOOD TENANT AREA: .-.1KITCHEN AREA 589 S.F. SF/200= 3 OCCUPANTS x 0.20 = 1" 37" 402A 1(31-4-4 HINGED 0 % O DINING ARFA 686 S F SF/ 15 = 46 OCCUPANTS x 0.20 = 10" 135" OPFN TO SAI ES AREA In cs TOTALnig OCCUPANTS 17 136.776 S.F. c:403 O0 o 0 o Z Ec,,, Ld,_, = , 2 o C ~ ii::::: E--0 a W PP z Ca 0 ti ISSUE BLOCK 66" / .20 - 330 A OCCUPANTS .00CUPANTS 66' / .20 - 330 33' / .20 = 165 OCCUPANTS • .._ Wil .M-1 ma:, IMIWAIVifil Mel i 1 op-E,apiam-0 mcolwimiii N -.414-- ••nuu - . A e HALLWAY1HALLWAY II ` it lel' ' %1 i11P„ i!1%1 ill it ' ' i!1' . %!'/9V .IA%l iil'r-A 1 i!I %1 ri 172 =:IJ • RECEIVINGa a ` .11 1 'I/I/.I/.1/.I%I�IIII%I Eiiiii I @1 nl 11 :`i•�'i,•� �i h/I"/I%I-/I-/IYI�I�I�_I_Y►/.I 5 mmWICMrN� 1 1 I �n ... 09�09�Q 09� � II J r T T �`��ir - : P n �6�6 �6 ® r----i-i--,_ >i„ e.i e.girl Will WI �lee W M 1111111111.11 i' - 11 I i Ali occ PANTS 165 1 III , a, m if ®� L r . - - ' I.. J - - - - - - - � r. 1-41-ea ireCteCi41 -I'l j------- _ _ Q - - 1..� 1 - = = - - - - - - 66 / .20 = 330 - ►OCCUPANTS • ' O F CHECKED BY: r'- � IIIIIIII III pIl011 iI1111111111111111011i11i Illlilli llllllllllllllll llllllllllllllll - -- Pi „11 lip to 1 66' / .20 = 330 - r 11 _ _ DRAWN BY: OCCUPANTS Ail r� Q�..' a ,, I I I I I I I L ❑ 1 11 - _ �_-... 4 FILE NAME: 150-LSO10 I. - 1 - - L --�-_- - _ - PROTO CYCLE: 012712 r OrO � ❑ ❑ ❑ ❑ ❑ ❑ ❑_ �- - - J_ DOCUMENTDATE: 041012 - r® D- , ❑ ❑ ® ❑ ❑, a ❑ ❑_II0- IHII III - 11 _ 11 11 ❑ ❑ ❑ ❑ 1 - I_ I I I ❑1 ❑ ❑ IIII' • ❑ - _ ® _ H H _ _ oIH ❑ III - J J - ❑ s il I ._-_-_ F El 41 U- 41 K. 1 K )I •K 410:444 OA" -41k•aie , .1t e4. - f II o ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ II I _�`'lI■■■■■■■■1 1 �' �� - ❑ ❑ ❑ ❑ D 0 ❑ 1 ❑ ❑ II I y` F o ' - rE or, ❑ -4II■■M■■■Noll " O OL-'i b u b b b b ❑ 1 ❑ ❑ II FE I IL e_� II�y 66" / .20 - 330 II■ '" F I ❑ p p b b ❑ H p p Il _ _ _ 11 ❑ H b I 1 ❑ r - - II - ►OCCUPANTS • :. r - • .; l♦ GROCERY SALES p b - ❑ I❑ - - SALES I I I . 41 sn .• F 1900 ❑ II ❑ - _ I loo 1 ❑ I I I rx,� ? r �� 0 II. ❑ � �I F 1 . 0 I ht 1 1 .��'� : .-_-MEM: I: K I . i l i v G a E 7 I i I I H II ❑ o ❑ ❑ r ❑ ❑ o ❑ ❑ - - - 1 1 Tr TT" `-='- i 1 :�' MUM it HODO y_� - - - - - - -� r11 sit ■�❑ ❑ ❑ ❑ ❑ ❑ ❑ L ?::: ° I I I ❑ ►i7■ " a p " b b p 11 F� ❑ I F� 1 ❑ Li a a ❑ b b b b ❑ b _ _ I ri n I-I ❑ ❑ 01 ❑ ❑ ❑ '171 1 II rrS% I LELECrium2 -1 ;III • �� • I �� tit) `V - FE . o + _ siO i - -t tE oN 1- 1 , ,_, u AL _ , _ I - - - J !CIi_ 1 i II �� Ig _�� W ....._ .�r1 FE �n :..-. . . .,,. :.. ic- ".r..- •I - ■ $4J .■ �v 4■ ■■■■■■■■ 0 'IUt re 11_11_11_il_ii_ 1 i��-.____�� i+ LIFE SAFETY 1111 -_- �_ lir / .20 - 330•■ . •■ •■ •■ .33' / .20 - 165 o PLAN ,,,'„" OCCUPANTS OCCUPANTS 3 = 165 (NOT IN OCCUPANTS 242" / .20 = 33" / .20 = 165 1210 OCCUPANTS OCCUPANTS BID SET) M 4 ed 0 LIFE SAFETY PLAN N 1"=30'-0" 012712 LS010-001-f 0 N SHEET: i_ LS1 I 032610 C/SP010-SL 042911 C/SP010-KN 1 SITE AMENITIES KEYNOTES ` I z0. v \ 0 ON Z rn 0 d SYMBOL QTY. DESCRIPTION SUPPUEDINSTAUED 2.04 ORNAMENTAL METAL FENCING (HEIGHT NOTED 0 BY BY BESIDE KEYNOTE) 0 o 7 PIPE BOLLARD SLEEVE WM GC F 0 REF SPECIFICATIONS 2.11 BLACK VINYL COATED CHAIN LINK FENCING WITH < a) o IL PLASTIC SCREENING SLATS INSTALLED VERTICALLY U, M NOTED BESIDE KEYNOTE) v 3.06 VERIFY BOLLARD ® 1 TR ASHCAN WM GC (HEIGHT REQUIREMENTS AT REF SPECIFICATIONS r•-: 0) TRANSFORMER WITH "� U UTILITY - 2 BENCH WM GC LL > _- REF SPECIFICATIONS 2.16 PRECAST CONCRETE PLANTER, REF SPECSkli) r•-• < - V Li_ 8 BIKE RACKS WM GC 3.01 CONCRETE STOOP, REF STRUC '- a 6 a REF SPECIFICATIONS 3.05 CONCRETE CURB CCI N o I- N 3.06 CONCRETE TRANSFORMER PAD, REF CIVIL DRAWINGS FOR ACTUAL LOCATION. COORDINATE SIZE, REINFORCING AND THICKNESS WITH LOCAL ct DASHED LINE t EV't FZzwO ;q UTILITY w c '-^ ooce INDICATES CHANGE IN 3.07 PATTERNED CONCRETE AREA w oF.Zaa�w�z 1-o PAVING SLOPE TYP wa azo a`"Ld�c1W" � o w 6 REF CIVIL 3.16 CONCRETE CURB - PAINT ON FACE AND 6" ON O �N�o�k- Xa�z�am SP2 ( 3.01 ) ( 3.01 ) 3.01 TOP `L a�o� �4��WZ~�� 99.92' 99.40' 99.70' _ _ 99.92' _-- - 99.92' z 3c�-<��oW�o"�sro 96.17' / 5.01 6" PIPE BOLLARD WITH WALMART BLUE PLASTIC O_ woc z ocnwaz oz / ---- --- `� SLEEVE ~ .._00,.-i-0waOZaa zoo- x (HEIGHT OF SLEEVE NOTED BESIDE KEYNOTE) -1 a W«ZA�� °_,,?,,_, crzzo5w www p re REF STRUC FOR 1 r .0.----� 1 1 I r - moo wcn�� owo4 CONTRACTION \ I I I 1 ---..\,i, 1^..M...: I I ow ��r�O�V ij�� • 7.09 METAL DOWNSPOUT PAINTED UNO (SIZE NOTED 1 ow�Nzo<ozwa.Jwao JOINT SPACING BESIDE KEYNOTE) 100.00' 100.00' 100.00' !,Dr- ",--)1. 10.01 FLAGPOLE REF 21-SP2.1 `� - SHEET NOTES 1 .011. ALL CONCRETE STOOPSSLOPE 2% AWAYFROM InBUILDING. SLOPE SURROUNDING GRADE 5.0% ~MAXIMUM TO MEET FLUSH WITH FRONT AND SIDE Q1:0.0105;12.1: �I EDGES OF EACH CONCRETE STOOP 6 - P:7:: 2. ALL EXTERIOR SIDEWALK JOINTS TO BE FILLED REF z 101 ill _ of \ SPECS 0 -ii - J D L1 i l l l i l l l l l l l l l l l IBJ I I 1 I I I I 1 1 1 1 I I ► I i i I 1 I I I I 1 I I 0 �` _ _ 3. REF SHEET A7 FOR SCHEDULE FINISH KEY -.) -.- _ _ - - - - - - - - - - - - TY - 3 1 4. REF CIVIL AND MEP FOR LOCATION OF GREASE 1 - LNVENTED MANHOLE IN - - - ' HEAVY DUTY CONCRETE INTERCEPTOR VENTED MANHOLE 99.50' -_ 1 - - - IIREF CIVIL 5. ANCHOR TRASHCANS, BENCHES AND WATER 00 Z IN HEAVY DUTY - '00.00' I 99.92' RETURN BIN IN PLACE PER MFR 6'-O' - , --- RECOMMENDATIONS CD D CONCRETE ',Jr ,Jr: - - 3.01 REF CIVIL - - , O O 0 6. PROVIDE BOLLARD PROTECTION AT ALL EXTERIOR \ / ak - ": - -- -� - - , PROPANE STORAGE LOCATIONS. �-n I / 99.34' 'I -" �' , 9 MAXIMUM, REF 15 SP2. COORDINATE FINALy w o BOLLARD COUNT AND LOCATIONS WITH STORE CO 3.01,,,, ___ ,�■ - -0 0 ri _ - SET-UP MANAGER PRIOR TO POSSESION Lo a `" z r00 N. 100.00' - - - 1 ... 99.10' jU - - - c2=2 n n ! C - n 1! n n E , ❑ ❑ n _ n _ t �, . I N 1 C I 1-1 IA _ 11 11 0 ri 1 I:17 E". 4 ti , 1„ , r n - -l- _ ® _ Ha _ _ oH ❑ II __ __ _- - - - -_ _ I z 0 g- 2 K K 2 I I x r - II ❑ iii 0000iiLi - - N -E: - o LJ 71 _.ARCHITECTURAL FINISH FLOOR = 100.00' ISSUE BLOCK 99.20' 99.34' , - _ LE ❑ El 0 "IV FII H FLOOR -n80.6A' ❑ I 1 - ❑ ❑ ❑ ❑ ALILX1JIOR DOORS -00.x' 44103 j 3.01 ) - I t, [ r 11 n L 11 = u b Il ❑ L] ❑ f I w - .� Ui _ Q II 3-SP 2.1 H 1 il - - - -- --, - - - n El - , �' I o ( 3.16 ) - - 0 L __. _ 1 N [ P 5 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II ❑ - - X .'ir I , t I n LI - - - - - - - - - 7 99.34' 1 - u u K 2 K I 1 1 1 VI 99.15' I, -- u ❑ 0 ❑ ❑ 0 ❑ 0000 - I - CHECKED BY: - u u L 0 u 0 0 a 0 0 1=1 0 0 - - - - - _ _ __ __ __ , DRAWN BY: Cr-1 n - 1 I 0 0 0 0 0 0 . - FILE NAME: 150-SP010 _ �41.111.. I I _ u = - H N U = H ' ; __- - - PROTO CYCLE: 012712 :21 -p� E 1=1 - - r-j - 7 - - ft um _ -1111111LI LJ - DOCUMENT DATE: 041012 -<4/AENTED MANHOLE IN L_ H I I • DUTY CIN RETE1 - - - - - - - - - _ �� issJ _y t REF CIVIL - I__1 _ C. i 0 I . J TC 99.55' - �I li-ER l�s 0 Ej3 fa 1 - - _ 7,-A� f� 1.1 li Or--al TP 99.05' O - 1 El 99.50' \ - i'SL E IBEiWAiFi1 DI . �0 S LL , , Non , -+/ \ "� X24 12'-0" - Z Z Q A IN M , ASLLTC 2 (U LL A J - , - ' 2.82ill SHALL MEET THE BUILDING AT ELEVATION 100.00' (UNO). WHERE y - Ur TYP SLAB EDGE MATCHES PAVING, COORDINATE TOP OF SLAB WITH CIVIL I I I.-1 9 ° - w DRAWINGS. - - H - cn 0 ( 3.16 ) /' :�\ - _ w a _ _ - _ - 0I 0 P5 J oI a_ 1 SOFT DRINK WATER RETURN BIN 100.( ' +' - `� N -oho 0 i� I- 1 INSTALL TRASHCANS VENDING REF SHEET NOTES -' ' - "co T SO ACCESSIBLE PANEL IS 100.00 TYP OF 6 FOR ANCHORAGE - 1QI,'.00' - , In I CLEAR TO OPEN TYP - 1A h- , - 100.00I REF SHEET NOTES FOR SP2 ( 10.01 H BENCH _ °° TC 99.55' T ANCHORAGE - 1 �r V t� c _ �' tF SH t+ N01�5 6,-p„ IV FOR ANCHORAGE TP 99.05' �--- 3.01 I I o 0 ------- ---- - �' �' 1 1.0\ f \ 4 7 �J 100.00' I 100.00' I 15'-6" , \ _ __Co �\ ,:�,J / ,iii.1 0 3.05 N \ U U U U VENTED MANHOLE IN I ( � W �� .-. I I I g!Illll i, I o\ o=- - I `-' - I O �\ 7\HEAVY REF CIVIL DUTY ONCRETE I TP 99.55' 3.05 ) _I I i 3.05 ) cn 3'-p" 6'-0" H 99.85' -41-0'jn I t TYP r / f I 1 1 2.82 Ni "� 7-SP2.1 �� a TYP 99.38' 99.52' TYP 99.52' ::c Q``) N 7-SP2.1 1 A TYP 99.56' /h.... 99.56' SP2 Q 1 . 99.69' 99.30' TP 99.70' 48" r-----( 5.01 ) -0"$'-0"8'-0" 9'-4" 10'-0"10'-0"ip 47'-8" 38'-0" 5'-0.----)" 30'-0" 6'-0'�- , 11'-4" 35'-O" 64'-O" 27'-8" 44'-8" '-0" 9'-4" 24'-8" 34'-0" 4'-0= --4'-8" SITEPLAN / / (5) EQ SPACES (6) EQ SPACES (3) EQ SPACES (4) EQ SPACES (7) EQ SPACES (3) EQ SPACES (4) EQ SPACES (4) EQ SPACES (4) EQ SPACES 2'-10" Q (NI 0 SITE PLAN 1" = 20'-0" 102811 SP010-001-F 66 NORTH (V oo SHEET: (N '''.. S,,-.. SRi SHEET NOTES KEYNOTES KEYNOTES ° Z w SP020-KNa w 1. REF SHEET A7 FOR SCHEDULE FINISH KEY 2.12 BLACK VINYL COATED CHAIN LINK FENCING PLASTIC SLEEVE(HEIGHT NOTED BESIDE KEYNOTE) (HEIGHT OF SLEEVE NOTED BESIDE KEYNOTE) < 00 V°0 5.02 PAINTED 6" PIPE BOLLARD 111( rn w 3.02 CONCRETE PAVINGst REF STRUC Cie mi- N `� BOLL; 3.05 CONCRETE CURB � z N w LL > LI Alk 3.07 PATTEREND CONCRETE AREA a 0 SP2 3.16 CONCRETE CURB, PAINT ON FACE AND 6" ON %n a CCI (0.N co TOP 1 N C MN , 116'-0" 4.04 CONTROL JOINT TYP TOM $ REF STRUCTURAL (r,_ W N 0p� ■ 4.08 SPLIT FACE CMU w Ems~ mol zN �. 5.01 6" PIPE BOLLARD WITH WALMART BLUE ct WFC<Z�o�Wwvi‹oc., q - %-( NOON-.(wOtqw O ig0.rA7�0 e.5L -iZVlam 12" SPLIT FACE CMU z rnaWatrt3o6F_(e., E 2 O iv°'ia.�a=Z0�a8< Q WW wTa-Lj a0 /rt, w< K`FQ~WW,„,,„ ga'yJ = 6. 8 O - a #4x6" DOWELS INSERTED IN - ._B_Za�u_< <crte<P 4 a EPDXY ADHESIVE WITH 2" EMBEDMENT INTO CAP • a• SET DOWELS PRIOR TO INSTALLING NOTE: REF STRUCTURAL FOR .4' i i INTO BOND BEAM REINFORCEMENT AND i. PROVIDE 2 DOWELS PER CAP FOUNDATION INFORMATION - o II. - BOND BEAM REF CIVIL FOR SITE ow. Q '�•♦ LJ .� REF STRUC PAVING ELEVATION 100'-O" ♦ ►♦ .-.• FF EL$ cn �.• ►♦. NOTE: • . CONT 1/2" PMEJ AND O ,.. ;.. WALL AND BOND BEAM REINF WEEP HOLES REF ' . •; SEALANT EACH SIDE v �♦ a. OMITTED FOR CLARITY STRUC • .? .1 OF WALL CONCRETE CURB VARIES REF STRUC • ` ' TRUCKWELL $ OC\ z 0 TRUCKWELL o CO 00 0 SCREEN WALL CAP SCREEN WALL SECTION o 3"=1'-O" 012811 C\SP020-013 3/8"=1'-0" 013009 C\SP020-012_061BC w Eo mina 0 C0 - � z • LI4 = LiFACE OF BLDG WALL " 4'-0" 4" - I o 65'-8 r / MAX MAX / M-4 5.02 99.00' 1 99.00' -10w J /A pa AI0 TYP SP2.1 ( 3.05 ) 96.12' o o "' I � 95.35' ISSUE BLOCK MANUAL SAFETY GATE INSTALLED AT DRAIN El \ 8" PER MFR RECOMMENDATIONS, REFCONT 1/2" PMEJ bj 49 / SPECIFICATIONS AND SEALANT \ DOCK LEVELER PIT REF PLAN FOR LOCATION REF STRUC FOR CONCRETE BLOCK-OUT o 0 r 3.02 a - \ o 11- 7I ITI ri o I 03 7-SP2 � o I m D@ PAVING 6" PIPE BOLLARD FOR P5 N ( 4.09 ) _ \ PLACEMENT REF PLAN 4" PRECAST CONCRETE CAP b SITE PAVING TO BE MIN 1:1I :, b I 4.09 P85 i I 12" BELOW TOP OF WALL \ 00 116'-O" 4'-0" •4 A -' TOM / / 95 S3' I I o o CHECKED BY: V. ••• -- •• ( 3.05 ) AT WALL I( DRAWN BY: et0106'-8" :❖:❖:� a BOM •PENING AT 98.36' (.7)1) 42?H 96.12' I I FILE NAME: 150-SP020 COMPACTOR CHUTE A ii PRE-CAST \ Ni, - _ \I____ PROTO CYCLE: 012712 CONCRETE SILL 11 ___,.g._ IA #4x6" DOWELS INSERTED IN EPDXYSP2 1 REF C r 98.67' I Z N I DOCUMENT DATE: 04102 103'-4" 'cv �� ADHESIVE WITH 2 EMBEDMENT INTO SILL _ J _ _ _ \ w cin SET DOWELS PRIOR TO GROUTING TOP 3.05 TOM _ ,s \ �j SELF CONTAINED DRY o! 9 . '' COURSE SOLID 100'-0" iv COMPACTOR/BIN i 11-SP2 I r SP2 �� 0,4,;.; PROVIDE 2 DOWELS PER SILL .i �___ M W REF EL FOR BLOCK TYPE . FIN GRADE L r" FF EL CONT 1/2 PMEJ J J D TYP OF 44,, x; qI0 __ AND SEALANT _ „ REF CIVIL NabsL J 98.78 I o GATE MOUNTING PLATE & ACTIVATION �� _ !° - TO PROVIDE 96" MIN CLEARANCE SLOPE UP r � ...0. - OPENING - ��. 8% MAX WEEPS TYP _ J I �.r 0 P E N I N G A T REF PLAN AND ELEVATIONS FOR WALL CONCRETE PAVING O MEET SITE PAVING 4.04 REF STRUC SLOPE DOWN _ V POWER UNIT \ LOCATE BOTTOM1,4 ,-3424: ', TYPE AND THICKNESS TYP CONCRETE CURB SLOPE REF STRUC 4 BELOW EDGE OF SONOZAIRE COMPACTOR CHUTE REF STRUC SP2 DOWN F0 ENLARGED PLAN 36'_0" +54" ABOVE GRADE 3/4"=1'-O" 012811 C\SP020-011 65'-8" fi4'-0"/ / / 916 1 1/2"=1'-O" 012712 C\spO20-009-f NOT USED Q NOT USED TRU CKWELL ELEVATION TRUCK WELL PLAN 10 8 1/8" = 1'-0" 012910 C/SP023-0011 B 6 1/8"=1'-0" 032610 sp020-006-f }' 2'-3" / 1'-O" ,� 9" .N . . 12"x12" GRATE I 3"x4" DRAIN PIPE BEYOND, ( 7.09 ) CONSTRUCTION JOINT REF CIVIL PLANS •. '. REF 12-SP2.1 REF STRUCTURAL • CONCRETE CURB I • 10 1/2"x10 1/2"x2" ==�w�l a o o REF STRUC I ° OVERFLOW VOID + -- "II / / \ \ II / / \ \ I1CONCRETE SLAB I flii v • 1" 2" I-� [' `� -► L. `I --I 1\ REF STRUC I ° / _- • TRUCKWELL DRAIN INSTALL TRASHCANS a3.05 3.05 I p N--®• REF CIVIL SO ACCESSIBLE PANEL . a : . • '„ . -° GRATE -� - d.. .a IS CLEAR TO OPEN TYP 4'-0" / 3"x4" Q REF SHEET NOTES FOR 3.07 ) ( 7.09 ) c T.O. SLABSI _ 4 • e , • 4 - ANCHORAGE • ' °: Iiiii 96.12' a 0 948"( 5.01 ) REF 12-SP2.1 I ® TYP \\ o iffill - ■■■I CLIP ANGLE � oi• o A ° • ° p ° %I� 3�SP2 aSITE i i_ DETAILS IIII�IIEIIS I I�I I - ° . 4. GRATE " " \ ® ,� off. ; 111 I I�I I�I I�I I I EI I EI I IMI ° B.O. DRAINS1x1 x1/8 x4 GALVANIZED = 1111 �; I IE I I�I I�I ISI I EI I MI I MI I�I I I I I 0 95.35' a CLIP ANGLE ASSEMBLY AT _ - . , 1 I Ia I I�I I�I I�I I a I I I�I I�I I i EI I mI I�I I�I I - ° EACH SIDE. ANCHOR WITH a _ 10" ^ I IE 11E I Ia I I� I I I I I EI I�I I�I I mI I mI I mI I�I I I I ° '� 4 _ dN. e e -o- e 1IIEIIIIIEIIEII II IiII�II�II�-II�II�I�II�II Ii�II�I - ° w = n MAXIMUM DRAIN SIZE _ T.O. SLAB (2) 3/8 SLEEVE ANCHORS • n d a o\ o m EIEIMIIII� I10MIIMMI IIIIEIIEIIHIMMIE1I1 II - ° •• : . - 95.17 4 . " N 5 -0 �i Q 1 I IE I IE I IE I I�1 I�1�I I E I M I EI I�I I�I ISI ISI I I I EII 1 EI I EI I E I MI I�I I�I I FACE OF DOCK WALL ° I I / / 4 N .11.11.11...............,1.„.„.1.11.1,. IIS c�' .- CLEAR A I to 11111E11�11�11 jla lI 'I IIMIEII�I MEIIEIIM IIS II II11E11E11= IIEIIEIIIII= • 2 N 1 11E1 11 11 I�I��IEI 111 11 11 E11 I I I-I I -I II�II�I�I�tII��II I I TRUCK WELL CONTINUOUS 1/2" PMEJ AND SEALANT ENTRY VESTIBULE , CONT 1/2" PMEJ TRUCKWELL DRAIN ENTRY PLANS " 0 NOT USED DRAIN 95.35 AND SEALANT pRAIN d 0SHEET: T 1 1/2" = 1'-0" 073010 C\SP020-004a /2" = 1' - 0" 073010 C/SP020-003 1 1/2" = 1'-0" 021111 C/SP020-002 1/8"=1'-0" 072911 SP020-001-f S P 2 SHEET NOTES :_I Uo \ 0 ., Q w 993 1. REF SHEET A7 FOR SCHEDULE FINISH KEY d o m a Q0 KEYNOTES a) LLI a) C\SP021-KNCie o, 1_ m 1_ Mui 3.05 CONCRETE CURB H Cz I) LL 3.20 4" PRECAST CONCRETE CAP LL n U 4.04 CONTROL JOINT, TYP, REF STRUCTURAL CO o• o. N8_ 4.08 SPLIT FACE CMU I- 4.09 SMOOTH FACE CMU 5.02 PAINTED 6" PIPE BOLLARD 0 ogFF Fz�Wo -z< S Gni 2`n ZZZpE W WF*<`ZR iTAT,w I<UV (Lop-p00D Z5 trot& O liar IA�WW�zact z `,�8U-g'oawbe7; 0 ”Jer WpV1W0a2�oZ FINIAL BALL ~a iw«WW thK'u�W; J <<k'«zF4zmoo6r.15 d 000 zz O�KWUSW OW _ W yy,1J NS 1S"IW/1y0'a0tt~OZSKWWJO t 1n FJOHZOLL<n<R•1--`f 0 Cltn _ _ _ - �E- - CLEAT BOX 1n 1- z a 1- • ALUMINUM FLAG POLE D o cn I z In 0 0 COLLAR 7� C r 1/2" PMEJ AND SEALANT % O O0 CONCRETE SLAB tO O 0 o z n SAND FILL o .° GROUND SLEEVE Hwy 0) o 3" - S: • 1---1 in --\ r CENTERING O 0 6 o. WEDGES TYP z It, am z '• . 24" DIAMETER E cz 1 , CONCRETE FOOTING �j 0 ,n N O i- (6) #6 VERTICALLY '4EC:1 -- - ~`'" #3 TIES AT 12" OC 0 - a o - TO BAR TACK WELDED E-1 = TO GROUND SLEEVE � -\ EXTEND 12" INTO EARTH 0 Z ® FLAGPOLE 0 1/2"=1'-0" 013009 C\SP020-021 rzti 20 NOT USED ISSUE BLOCK N OTE: SPOT ELEVATIONS AND DIMENSIONS INDICATED ARE TYPICAL UNLESS h -DOWNSPOUT OTHERWISE NOTED ON 1-SP1 L__J \ -II'. 99.92' —_N ive o CAST IRON o o -1 r - - - -I ' 0 0 I DOWNSPOUT BOOT A 100.00' I / CONCRETE SLAB 41'-4"' ��1'-2" CONT 1/2" PMEJ 19 NOT USED NOT USED NOT USED NOT USED _ STOOP _1 • a SINGLE DOOR DOUBLE DOOR AND SEALANT AT NO REINFORCING AT SIM 1 Q _ ® REEF STRUC FOR SECTION -�> , ��'�_ RECTANGULAR TO ROUND CONDITION (� —I — , H I~ III TRANSI SOW CONNECT TO — I ,=I ISI I I I 1 BOLLARD MUST BE SET 16 NOT USED 14 NOT USED STOOP PLANS TYPICAL PRIOR TO PLACING OF EXTERIOR FACE OF WALL CHECKED BY: _ BASE MATERIAL PAVING OR SIDEWALK 6"x8" CONCRETE CURB 1/8" = 1' 0" 103108 C\SP021-013 j REF STRUC WHERE SHOWN ON 6" DRAWN BY: PLASTIC BOLLARD SLEEVE SUBBASE/SUBGRADE \ \N. REF SPECIFICATIONS PLAN WALL LINE FILE NAME: 150-SP021 SECTION REF STRUC6" DIAMETER STEEL PIPE o1 N �_ '• BOLLARD FILL WITH ''IA. 6" DIAMETER STEEL PIPE CONCRETE CURB PROW CYCLE: 012712 BOLLARD FILL WITH CONCRETEin WHERE SHOWN CONC WITH :• NDED » 1/2" PRE MOLDED ON PLAN DOCUMENT DATE: 041012 EXTEND DOWNSPOUT INTO TOP PAINT P5 1'-0" - PATTERNED CONCRETE AREA __ z a EXPANSION JOINT 1/4" DEEP SEALANT AND BACKER CAST IRON BOOT `" I a REF SP1 FOR LENGTH • PAINT TO MATCH DOWNSPOUT 1/2" PMEJ AND a 1'-0" I CONT 1/2" PMEJ AND SEALANT #4x8" AND SEALANT 1/2" PRE MOLDED i �� ROD OR DEPTH AS RECOMMENDED BY EXPANSION JOINT v1 DOWELS EMBED n lit- 1 MANUFACTURER F a SEALANT UPIw .1 AROUND PATTERNED CONCRETE IN EPDXY ADHESIVE AND SEALANT z / �4 •o �� i AREA 2" EMBEDMENT Y / = CONTRACTION JOINT �G,_ w WITH 24" OC SECTION PLAN AT INSIDE CORNER �,a ��, . FOR METHOD C~ . f3 z Y L---. FACE OF WALL • WALL at t REF PLAN 3•_0^ " i '.' , •' REF SPECIFICATIONS _ may- zap 00� I 1 2 PRE MOLDED 00 > � "�' /,_ -'/�i z o PAVING + EXPANSION JOINT WALL LINE _1 / ��_ _ 3_ SLOPE - OUTSIDE CORNER ORv� o w Q • CURB '� AND SEALANT EDGE OF DOOR CONCRETE CURB . -• Q'"/ NOTE: I c�o SECTION CAST IRON BOOT TO OPENING 0WHERE SHOWN <, \• t. FILL ALL EXTERIOR CONTRACTION .: UNDERGROUND STORM SEWER � r: r:c. '`.S'%: : a>:... /� JOINTS. REF SPECIFICATIONS �r'. . z} o REF CIVIL DRAWINGS tl II` =11 nt \ PAVING OR = - ON PLAN 11--_ PLAN AT 11 r l� ="E "< REINFORCING _ �I �� ,� Epp 1/2" 14.2). cmc, : , Its' 1 1 11CIICII=176111= I-1t PRE MOLDED V v 0 II - CONCRETE SLAB WALL WHERE DOWNSPOUT PLAN E ., . El BASE MATERIAL ` WALL LINE ANDEXPASEALANTNSION INT ` . / REQUIRED I� REF STRUCTURAL- CONCRETE CURB �I �Ie" �Y o II - BASE MATERIAL o REF STRUC 11 • - • 1 _I�_ .r"'` '•;;-'�:': ?",::- I I i� REF STRUCTURAL I HOLD TOP OF II CONCRETE SLAB WHERE SHOWN MATCH EXPANSION :"'::-'5.,._7,?.:.:;._,. -1 i-III-171-111-1,�— —r_ o II a -I - I 1 ON PLAN AND CONTROL JOINT -III=III=III 1=111 11'I11� a I IB FOOTING DOWN = 4" BASE MATERIAL 0 -1K. =1 C MATCH EXPANSION LOCATIONS IN SIDEWALK Lo 1n 0 1 EA' • • • IF 18" DIAMETER 16" FROM PLACE FINISHED SURFACE AND CONTROL JOINT REF STRUCTURAL ct CONNECTION BY -I1 . .' . . " °=1 FINISHED 15 - E TIGHT TO BOLLARD SUBBASE/SUBGRADE z m z BUILDING CONTRACTOR NOTE: E .. • .-, 1� CONCRETE FOOTING SURFACE -I •. LOCATIONS IN SIDEWALK REF STRUCTURAL a 0 REF CIVIL FOR DRAINAGE PIPE El1 ' .• • -I ELEVATION 11 = 18" DIAMETER FOOTING PLAN PLAN AT OUTSIDE CORNER 0 0 SIZE AND ELEVATION 1,- \ `-I REFFBSTRUCTURAL SN SUBBASE/SUBGRADE EXTERIOR SIDEWALK / 1 X11 i1I�I I g11 P =11=111=11 - II REF STRUCTURAL DOWNSPOUT COLLECTOR BOLLARD LOCATION 1 D BOLLARD CART c�spD2,-G,0 9 3/4"CART 012712CURB 021-OD9 8 NOT USED PAVING CONTRACTION JOINT 013009013009 c/5P021-012 1/2"=1'-0" 082611 C\SP021-011 AT SIM CONDITION: 42" PLASTIC BOLLARD SLEEVE HIGH BLACK VINYL REF SPECIFICATIONS COATED CHAIN LINK • FENCE WITH POSTS AT n PAVING 9'-0" OC MAXIMUM. DASHED LINES o_\ 3/4" TOOLED RADIUS EDGE PAVING PAVING SLEEVE AND GROUT 8" • REPRESENT FENCE CONCRETE SLAB CONCRETE SLAB I POST AT SIM 6" DIAMETER STEEL PIPE PAINT ON FACE AND 6" ON TOP PAVING INTO CONCRETE CURB CONDITION BOLLARD FILL WITH CONCRETE AS INDICATED REF SP1 BROOM FINISH TYPICAL BROOM FINISH TYPICAL BROOM FINISH TYPICAL CONCRETE SLAB EXTERIOR FACE EXTERIOR FACE 1" 1 (1)#4 CONT IN CURB PATTERNED CONCRETE AREA OF WALL OF WALL EXTERIOR FACE OF WALL REF SP1 FOR LENGTH z #4 x 24" DOWELS 6"x8" CONCRETE CURB a SITE PAVING I WHERE SHOWN ON PLAN AT 24" OC SITE PAVING CROSS SLOPE NOT CROSS SLOPE NOT • CROSS SLOPE NOT TO EXCEED 2% REF PLAN 3'-0" TO EXCEED 1% TO EXCEED 2% a +� CONCRETE SLAB ! 1'-4" REF STRUCTURAL �� - ' .\--7.......-- SLOPE SLOPE 8"� SLOPE SLOPE • , ' :4---FOR REINFORCINGa. �12 J tt a �1 tl , REF STRUCTURAL a __ r ms I �� I I 1E1= [ : I :' :r :�. PAVING OR 1 I o I e IlEll= -- , 1 EI I� •- - 'I�1- � CONCRETE SLAB o jj II I-I��11�I II BASE MATERIAL � Imp.-- = ThEii 11�11�1' _ ai _ li l��1�i' SITE EI .1111_1E11- 1 1 REF STRUC -I:miry I 11E111- BASE MATERIAL I�Ir BASE MATERIAL 11 I:1�N:1E. BASE MATERIAL 111.111-11=1EI11- BASE MATERIAL o 1/2" PMEJ AND TEII 11E11 Ilr•..,_ ' BASE MATERIAL 1E11'=11E11 = _Ir REF STRUC I 1 =IEEI =1 Ir REF STRUC DETAILS -11 =1I I - REF STRUCTURAL -111-111=11'-' REF STRUCTURAL I SEALANT -ill= 1 _11= II SUBBASE/SUBGRADE I 1 I REF STRUC 1_,I=, b I I = I = - I " .a -11 ,1111 11'' . I REF STRUC 1'-0" "1I.1 I7liJr CONT 1/2" PMEJ 91'' I I i 1r CONT 1/2" PMEJ 1'-0" SLAB REINFORCING 1'_0" SUBBASE/SUBGRADE SUBBASE/SUBGRADE REINFORCING REF STRUCTURAL REF STRUCTURAL 18" DIAMETER 1 _p^ CONT 1/2" AND SEALANT AND SEALANT !. " < CONCRETE FOOTING PMEJ AND SEALANT REF STRUC REF WHERE STRUC REQUIRED l'-O" SUBBASE/SUBGRADE 1 -0" SUBBASE/SUBGRADE SUBBASE/SUBGRADE REF STRUC REF STRUC a REF STRUCTURAL - EJv `^� r AND CONTSEALANT AAROUND PATTERNED CONCRETE AREA id CURB SECTION PAVING SECTION BOLLARD SIDEWALK SECTION SIDEWALK SECTION SIDEWALK SECTION SIDEWALK SECTION N0 SHEET: 6 1/2"=1'-0" 112808 SP021-006 1/2"=1'-0" 102811 SP021-005 4 1/2" = 1'-0" 012712 C/SP021-004 1/2" = 1' - 0" 102811 C/SP021-003 © 1/2" = 1' - 0" 123010 C/SP021-002 1 B 1/2" = 1'-0" 012910 C/SP021-0018 1 A 1/2" = 1'-0" 102811 C/SP021-001 SP2 . 1 SHEET NOTES KEYNOTES '1.._ z _i Wg 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF 1.07 BALER/COMPACTORa STUD/CMU UNLESS NOTED OTHERWISE REF GA2 FOR EQUIPMENT LEGENDS m 1 4.21 24" x 24" MASONRY OPENING AT GENERATOR CABLE < 1 2. THE GROSS LEASABLE AREA: 136,198 SF RACEWAY. BO RACE AT 8" AFF M REF ELEC 0, LL1 THE LEASABLE SQUARE FOOTAGE FOR THE -4:el 1_ 5.52 32" CORE DRILLED UNO GALVANIZED STEEL BOLLARD, CoN FOLLOWING SPACES: 4" OD ° Si FOOD SERVICE TENANT -1,269 SF in N W 5.57 32" STAINLESS STEEL BOLLARD, 4" OD FURNISHED LL a 3. SALES FLOOR SHALL HAVE POSITIVE AIR BY OWNER, INSTALLED BY GC CD 0 V E PRESSURIZATION: REF PLAN FOR LINE IDENTIFYING 3.4 4 4.5 6 6.5 fib ® 8 9LOCATION OF NEUTRALIZED WALL BETWEEN SALES © ® N U6.02 24" HIGH PLYWOOD WAINSCOT BEHIND 2X8 WOOD a o � g FLOOR AND STOCKROOM SERVICE AREAS. N BASE. REF 2-A9 � N LO / NEUTRALIZE INDICATED WALLS BY PROVIDING AN 418'-8" AIR TIGHT SEAL AT TOP, BOTTOM, AND BY SEALING ' 1 1 I 1- 1 , I I I ALL PENETRATIONS BETWEEN THE SALES FLOOR ( 6.03 48" HIGH PLYWOOD WAINSCOT BEHIND 2X8 WOOD BASE. REF 2-A9 AND SERVICE AREAS 8" 55'-8" 20'-a" 24'-10" 1 35'-2" 30'-0" 30'-a" 30'-0" 30'-0" 25'-0" 25'-0" 30'-0" 30'-0" 51'-8" 8" , w -�, .e,_>- )‘ y y y y ; ), ) y y y 6.20 PROVIDE 2X4 CONT HORIZ WOOD BLOCKING AT 6 -0" � � �z wo N " I 35'-0" AND 1O'-0" AFF INSIDE FULL LENGTH OF WALL W` <<<ouiz.5,-6 66'-0" 34 -0 283 8 OC ZO-I��WoOW I� I ' ' ' I ' ` I / 9.10 PAINT 4" WIDE FLOOR STRIPES COLOR P5 AT 12" p Pe1415V W§ i1na} 1 I 1 1'-2" " 4-A2 OC. REF Ni FOR SIZE I.1 0-*436 ,6Wibig Z <�Z�� OUO O I , 1 I, 3 -4 , I I I .11PI I I I I 16.01 EDC ON PRE-PLACED CONCRETE SLAB. SET PRIOR 'aoe o3sZlizo MO 1 4'-8") 2'-8" " 1 2'-0" 6'-8" 6'-8" ,� I TO STEEL ERECTION J <<k'«z4 .,0,0SoNs D 0-'Z207W WWWOW 'v 82'-8 IMO 70 8 MO 4'-8" MO 33 8 16.05 INSECT CONTROL UNIT TYPE NOTED BESIDE UNIT a .�°�r-v0� sFIccES " " I 1 / ' REF Ni FOR LEGEND AND NOTES c~n ��Nzoa <'�,na_<'P / L'-0" - - 1- 4 - - 1 -4 1 I 1 1 MO 1 56'-O" 8' O" 18' 8"I 8' O" 22' 0"� 8' O" 22'-0"1 8' O" I I I 1 1 I I 1 I / I / / / / / 6 1 1 ` Q � Q I N vv . , ' , 460 B I MG004 4.21 I I I ��a7j I I 1 ITO I IN - I 1.07 _ _i_ _\_____ _ _ _ _ _ O - - - - - I , 7 � m /'01� I F I ® 16.05 '%'%' I ' 154 1 i I I I I I \ 1-A3 1 _ _ _ _ . . _ . _ 0 mil.- , Wze. 9.10 �� -r- -T 1 LP MONITOR LOCATE EDC �� 1 � � 7 REF N1 1 ( 16.01 I > " 1 ' fl 1 o E I� c 2 -0 OFF 13M ZI - INSIDE FACE OF i� �I I I11-A3.1 I ,l 16.05 , REEIVING WALL _ _ , %lir ` I o0 ba M ,,t. 7 I 1 I 1 I � / [.>j1.Y.>7 1 1 1 1 O /O�178j 1I ■I , ■ I'1 I'1' 1 1 1 1 1� D 11I 1 �.v�r>:I _ .. 12-A3.1 I 1 I I 1 rj_ .. .. 1 _ , ❑ 1-A3 • . I REF 8-A9 - I .-.. I■ 0 *WM . '.10 ' I i 6.02 6.0 ' - - 1 _.___ , i :I: ii, 11 11 I - ... ._. iii NAr....a. z 4141M N 1t ■,1 it r- , , _ - - J 1-A6.4 ac ' I I I I J I I • , , ==-=_ =_== j % 0 I■1 • 1 1 1 1 1 1 1 1 O 0 - - - - - - - - - ( 1.07 i �li L ��: ¢ ; �--- r= ---- I 1 1 i' 4-A3.1I CO •--1 0.I N REF GA2 ----- s _- \. _- - I� >, � �• I A6 I 6.20 ' 6.20 CD _ _ 0 0 1citoj• j•lI� I rOG.8 - - - - - - - - - - mi. I[5;� -c u1�iu + STUD j 17D I14-4cD;N I rn-1 O ril 111, A9 1 WM. co ',�,I„eaaimi„ 1„��I, 6'-0" 100' 8" 6'-0"I 5• -1 0 76'-6" 10 CO _ _ ,�.-,� OFFSET METAL :coF--�-� � �00 ' 2,. 7" 1q1" I2410" _ _ OE O - _ _ _ - STUDS AS NEEDED _ CO li it �_--- iilnlni��nuuniiiiiiiiiiiiiininliiiiiii nu�nnnnnnnilii 111n11i11uiilli iml PER DETAIL • D SHED LINEF 7. _._ _ __i_. - -ID I - MI - - - --- I ---- ---- - --- _ _--- ' •-------- ---6-GA2- - - INDI ATES LINE OF I W I I , n Al , I I NE TRALIZATION I 1 I 1Ln �' M F•8 1 1 REF SHEET NOTES 1 w 0 0 • F ' }-T --- - L_ 1 1 ' I I I I I I I � � � O .. 1 I I I I 1 00 O ii-co,,, .. I I I 1 I I I I I W :PIE r 1 SIM _ � b..: , . -,. I I I I I I I , I 4-A3.1 Z - - - - - - - - - 1 •__ . � - - - - - - - - - - - _ ___1__ _ _ - - _ ___E _ _ _ - - - - - - - - - -I- - - - -if- - - - - - I - - - - - ...d. - - - - - - 0 I - 1E 0 co I , I I I I I I I N in SIM 1 I 3-A3 o ISSUE BLOCK I ' I I I I I 1 I 1 N ` Ti I I ' I I I I I I I �� W I 1 1 1 TYP AT SCUPPERS o - 4-A3.1 '� Ln 'n \ I I ' I I I I I I I N xI I GRO6ERY 1 I 1 1 1 PI n i.7- , 1 I I I I I b 4-A3.1 I SA ES ALES1 I TYP AT SCUPPERS i I- 90 I 1 I 100 ,,_ . I�I I 1_T _ _ _ _T _ I1 _ _ _t _ I I-1- - _ ____ _ _i _ _i_ _ _ _ _ 1 -I 1 1 I_ r__ _ _ _ _i _ _ _ I I- 1 - _ l _ _ - - - - - - - - O - - - ..,, - M © _ _ _ _„ _ _____ _ ____ _ 1 �, 1 I o 1111 I I �; 10 E ' I - Q) OD 1 �. 1 I I I I 1 I I O 10 � O Q Il, I. I I 1 I I I I I I I 2 O 1 c0 N r7 N �� .... 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' I I 1 I 1 1 I I DOCUMENT DATE: 041012 o 111M I It I I I I I in I ,vvvvvMvwvvN/vvv',vvv I I I I I I I. - - - - - I I - - - - -r - - - - - - - - - 1 - - - - - - - - - - - - - - - 4131 *Ar DOUG AS I1 20 - os-/ sil,,,;„„s, 1 , I ' 1 1 I 1 1 I I /Atir L\ 40, �� 11 I 1 I I I I I I AQUARIUM .-� 424 ib ®11P n I 1 1 MGO20 ICE FACTORY ' ' ' I ' I WALL � '��0 1 • M I 1 REF GA2 FOR SCHEDULE I I 1 1 k Y1 ®� i I 1 , MGO11 WATER ,DISPENSER AND I , 1 I 1 I o I i' SCHEDULE ACK REF GA2 FOR 1 I 1 ak S� �a 1 , oo 00 r . ril 1 I I 12-A5 I I I I I A A._ ..� _0 �: _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ �- _ _ _ _ 1 _ _ _ _ _ - - - _ B % ■. - I- 4 - I 6.2a I '' 9, 1-7.1 '.;'&4 %' '''\, # ,- _ _,____ Ali II 11 1 1 1 I 00 1 1 i 1111 (►►�Oes a I ' i i la II II41111‘12 00 �1�- 11 ( 11_� 00. 1 _ �. .��____� I 11i� 1 N --� 1 1 1 iirilini..4. 6.20 1 1ill1! ---B.--,111 - I 1,: I -(.-x-xi']f-]-_ - - -Cwt i-.�-x i- M .' 1A.3 - - - - - . - . - - - 1 ■■ nionnu■I■r_.:ii� _ _! _ SIM _ _ _ _ - - - ---1- - - - - - - - - - - - - - - - _ - - A.3 b alAl O _ ---1.....o. I I I A �am- fil ITl III " ° ° N 43+ 0 t'l P A.2 - _ ._ = rte:,_ - - -. - - -- I - - - - !rw• IP Q Q 1 Q ( _ --. N ^ I •11 1 I r I I , M I I I I I I I t I I N 0 0 El ii 1 � I I1 Q a O M iriir ___ ___1 1 , I1I I N N a s a ..... 1-A2 -'t-�®® I1 1I1 I I 1 " 1 as - 1 20'-8" 34'-O" / ' 34'-0" s '-0 2 -a" 46'-8" 61• -0" 31' 4" II I I I11'-4" 6'-1 „ 6'-0"NWNW4'-8" I 21'-4" 5rll 37'-4" 31' 4" 12'-8"1 1 1 1 54'-0" 55'-4" .i 5'-4" MO 2'-8" 2'-8" 2'-8" 5'-• 5'-4" 3'-4" 61-8" 3'-4'' FLOOR I I MO I I I IMOIMOPLAN I , I I I I I I I I I 29'-4" I 90'-18" ( 47'-4" 1 126'-8" 1 I 124'-8" I FLOOR PLAN ir I I I I I I I I I I I 1 1" = 20'-0" 012712 A010-001-F 8" 55'-8" I " 60'-a" 29'-10" 30'-2" 1, 30'-O" 3O'-O" 25'-0" 30'-O" 30'-0" 25'-10" 25'-10" 8" I 2• • I J, 1, J, J, J,,.i2'-2",L12'-1O",L �, J, ¢ � Ti I I I I I I I I I I 8 Li., , , 1 418'-8" I I I I I I I I I I 1 I I I I I I I ao o CI SHEET: N 2 4 4.4 CD 6 6.5 6.8 O 8 8.5 90 Al FINISH LEGEND SHEET NOTES 1._I g C\a011-CSO cio LT, 3 1 P15 "SUMMIT GRAY" SW #7669 1. REF A7 FOR SCHEDULE FINISH KEY °qQ o m o P16 "SOFTWARE" SW #7074 2. REF STRUCTURAL DRAWINGS FOR EXPOSED AND < INTEGRALLY COLORED CONCRETE FLOOR EXACT S LOCATION w Y a Q w a Q (P33) "DOVER WHITE" SW #6385 033111 N U M H U a_ H o w o "w P36 "DOMINO" SW #6989 ° w o O P76 "MEDIUM WALMART BLUE" #076 LEGEND ^ a N Z 111 0 V 1. C- C- C) J sr - �- _ P105 "ICELANDIC" SW #6526 j . v o ¢ TILE (CT) m a< l E O P106 "AFTERNOON" SW #6675 // In F 0 z z a . Loa _ La a PL4 PLASTIC LAMINATE - MAPLE CARPET (Cl) 0 " O o `"o PROTECTIVE SURFACE - MEDIUM BLUE w oo, I x 1 x PS1 w w REF SPECIFICATIONS immi D _coil �y MMIIIMM ENTRY TILE (CT2) WF <�QBWUN<U6 MIIMME CC\ \ \ - Ow aNM M 4M)�iv�am TYP PERIMETER NON PERIMETER NON-PERIMETER (PVC1) 3U< g zo �m PVC PLANK FLOORING PV z 30�3ffi Ft4ww< 2 COLUMNS GM SALES FLOOR COLUMNS GROCERY COLUMNS I- 2%0-'6maw5mb<Fi< COLUMN COLORS ■ E X1J wFmO oams 000 ��s-W O 1/4"-1 -0" 073010 A011 007 EXPOSED CONCRETE (EC) Zra F PAtszo?6.WW<o n �� ^z o �<v <rcrc« EXPOSED CONCRETE (EC-MEASURED GLOSS) 2" x 1/8" ALUMINUM TRANSITION STRIP PVC FLOORING ® 0 •® 0 ® 6 6.5 0 ® 8 z d. - ,I d d• O I 1 I 1 1 1 1 I 1 Z d p ' O • ^ n FLAT HEAD COUNTER-SUNK TRANSITION STRIP ANCHORS AT 12" OC :i o AT PVC FLOORING _ 9 � � z m 0 .. 00 in 1"=1" 092608 c\A011-006 001.pik 1 0 III • :,.. -, ( EC ) rEIZ9 Ce.W La F 7" 0 0 I % ',,ar m a FULL PVC1 EDGE 'KI` O - ,xs,Elm <. _ TYP 1 ��W 'ar -`' Z PVC1 'lair © I J I Q LiJ P105 P105 P105 P105 P105 P105 P105 NN M MITER CORNER TYP I�� VW PL4 PL4 PL4 F��-I O o ANCHOR LOCATION =INNI, REF 3A-A5.5 FOR �+ j AT ALL CORNERS - (P1051 TRANSITION TYPICALJr" MI LOCATION 0 _ ¢} E-+ x ALUMINUM ° a a ° wry TRANSITION co~ ' TYP ° a ° REF GR FINISHES REF SPECS Z PVC • I EXTENT OF PVC1 SHOWN p E FOR BID PURPOSES ONLY REFER TO FINAL TILE FLOOR COVERING -- BY PLAN PROVIDED CI WALMART FOR SPECIFIC ISSUE BLOCK 1/8" = 1' O" 042508 c\AO11 005 f ' PAINT ALLNO0 INTERIOR REFER LOCATIONS P105 -_ STRUCTURAL STRUCTURAL ELEMENTS (INCLUDING ANGLES, GIRTS, ° ° JOIST AND GIRDERS) RUNNING a a a a ° PARALLEL AND WITHIN 12" OF PERIMETER WALLS, THE SAME CONDITION AT COLOR AS THA L ADJACENT WTRANSITION VARIES FROM NO7 ' ' DOOR TO DOOR WALL BEYOND77 - AS SCHEDULED , ' ' , ' , 7 ' , ' / , PAINT NON PERIMETER GM SALES FLOOR ENTRY TILE (CT2) ENTRY TILE ® 7 COLUMNS ALONG GRIDS 4 THROUGH 9 I' I REF 7-A1.1 FOR COLOR I I diiiiiI PAINT NON PERIMETER GROCERY ' ' , ' ' , ' 7 , ' L J I ENTRANCE TRANSITION ENTRANCE TRANSITION COLUMNS ALONG GRIDS 2 AND 377 ' STRIP. INSTALL WITH STRIP. INSTALL WITH REF 7-A1.1 FOR COLOR T ' 7,7_7,, MASONRY SCREW MASONRY SCREW , 5 ANCHOR AT 12" OC ANCHOR AT 12" OC + 1 TIP-VC): -T' , , , , , , , Al M t Al III MIPS— Ir CHECKED BY: NOTE: PAINT ALL INTERIOR A CONCRETE FLOORING B CONCRETE FLOORING \\ ' ' STRUCTURAL ELEMENTS DRAWN BY: ALIGN TRANSITION ` \ 1 (INCLUDING ANGLES, GIRTS, FlLE NAME: 150-A011 \ - ' c 1 z ' JOIST AND GIRDERS) RUNNING WITH EDGE OF WALL _40 \\. \ �_� PARALLEL AND WITHIN 12" OF PROTO CYCLE: 012712 TRANSITION AT EXPOSED f �� _ PERIMETER WALLS, THE SAME EDGE 0 F ENTRY TILE l ,•� � I COLOR AS THE ADJACENT DOCUMENT DATE: 041012 4 yyy� y - , , ' , , ' 1 a ° 1"=1" 073010 C/A011-004 �+ `a + a - , -, ® TYP QC�,U e y , , yyyyy ��, ti ',U M w w'w' 'n M www'''' ' z / / , ' , ' / ' / ' ' ' / z ' z , / z ' / z ' ' z _' #5424 ' 7 rdiF()WY START FIRST COURSE OF TILE ° 1 9 _ IY 9 a a (CT2) , I ' ` 4A-A1.1 I 1 I I I I I 1 I I II \ °\ ,0 \ 1 , , , _ , -- , - , , , , , r__ 1 I I I 1 1 1 1 1 1 �� _ I I I I L I I I I III 4A-A1_1 . A \ - - -- -- - -- 1I I I I I I I I I I I •'� 1-1— F 1- + + + - f I \ SOFFlT BULKHEAD (p105) 4A A .1 1 if if I I I I I I I \ r- • F I I I I I I I I I I I I • - \ COLOR m I I I I I I I I I I I I N I I I I I I I I I 11 I J 4 _ \\ P105 " __ UNDERSIDE 1 111111 11 l l l l ® I P1� 1 I' 1 �i \ / \ OF BULKHEAD ,� __� I 1 1 IJ )ti-k 11_ii Ilht lei2L-i/1 NI 7kii , \ \ - I ��Lo PAINT LINE REF 1A-A5.5 FOR I� 77 �/1 o TRANSITION LOCATION I I I I I I I I I I I 111111111111111 {�L11111111111i \ / SOFFIT I I 1 1 I I I I I 1 I I I I I 11 I I I 1 I I I I I I I I ° . ` ® BULKHEAD - a @1 BULKHEAD Aim ` 1 if1 I I I I I 1 1 1 1 I 1 1 N I I 1 I I I 1 1 I 1 I -- •-. - �, �` \ SOFFIT P76 • \\_ �/ 1 • a 9. B --(P76� 11 1 1 I 1 I 1 I I 1 I 1 1 I 1 1 1 1 I I I I 1 I 1 1 1 1 I I I , \ © WALL BELOW — ® WALL BELOW a a I I I I I I I ] I I I - 1 I 1 I t I I I I I -co S. R GR P51 � 11111111111111111111 I I I I I I I I I @ 1 TRANSITION STRIP t. �. 4A A1.,1, ,` _ \.• FINISHES P105 �� ir _ ■ --1 �� - - PS1 PL4 REF SPECS —I-1 I ] 1 1 1 I I , �� .r--- 1 _ �1 P105 • I I I I I I I I I 11 I I I I I - , I' P105 1 1 1 1 1 1 1 1 1 I 1 I 11111 I 1 1 I 'ha 417 '! 11 I I I 11 I I 1111I I I I I I -- .- _ems �. __ --- - _ FOR FLOOR FINISH ,._� ��i' ��T�.I 111111111 I 11111 I 111 _ -_I_.- _i /�� 1 1 I 1 I 1 J I 1 1 1 1 1 1 1 1 1 1 1 - ----- TENANT DRAWINGS ' J+'den' Nair TYP AT ALL 4A-A1.1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I - -1 i w___ o�'®ak,ii.,......,_.: _ I I I I I 11 I I 1 I I I I I I I -�� -� AND TRANSITIONS 1 .� �{�� " EXPOSED EDGES I I I I I I I I I I I I I I I I I I I I 1111111111111111111111111J111I1I1111111111 - ® -= -=== I I I I 0 1P105 flii L J 1 I I I I I I I I I I I = === -- �� I I I I I I_ I I I I I I I I I I_ I I I , �_- - --- --- ---T�� - �.. \ L I / �i \-I\J I / �i \-I\J - .....................- m M Call :-a. .. r--rte DO NOT INSTALL 0 0 0 0 / 42'-8" / _ W m onsimeri nr- I CARPET UNDER 1 SINK CABINET ek NIPP FINISH ENTRY / RECYCLING TILE PLAN REF GR FOR © FINISHES PLAN 1" = 10'-0" 042911 A011-003 f r CT2 u 1^'1 I ` I / Q \ / N © NOT USED oFINISH PLAN BCOLOR LKHED 1"=2O'-0" 012712 A011-001-f '-' N 5 SHEET: 0 N 4.04 P85 ((409)) ( 4.04 ) (4099) COLOR LEGEND KEYNOTES KEYNOTES KEYNOTES SHEET NOTES NOTE: o 0 =I U COVER WALL C\A020-CSA�LUR C\a020-KN C\a020-GNa ' 1. LOCATE WHERE DIRECTED BY W WALMART CONSTRUCTION MANAGER. N \ P5 "SAFETY YELLOW" OSHA STANDARD 4.04 CONTROL JOINT TYP 7.04 METAL PARAPET COPING 1. DOWNSPOUTS ARE INDICATED FOR SIZE, a REF STRUCTURAL 2. CLEAN 1/2 OF WALL IN ACCORDANCE (P15) "SUMMIT GRAY" SW #7669 1.06 FUTURE TENANT SIGNAGE LOCATION IF 7.07 ROOF LINE BEYOND QUANTITY, AND APPROXIMATE LOCATION ONLY m F WITH CLEANING REQUIREMENTS. LEAVE APPROVED BY AUTHORITIES HAVING 4.08 SPLIT FACE CMU c REMAINDER UNCLEANED FOR 711111 P17 "ROW HOUSE TAN" SW #7689 JURISDICTION. TENANT SHALL BE 7.09 METAL DOWNSPOUT PAINTED UNO (SIZE 2. GUIDERS, DOWNSPOUTS, OVERFLOW DRAIN R ur COMPARISON. -I RESPONSIBLE FOR ALL TENANT SIGN 4.09 SMOOTH FACE CMU NOTED BESIDE KEYNOTE) LEADERS, DOOR HOODS, HOLLOW METAL STEEL u Jr5 3. CONSTRUCTION MANAGER SHALL N P83 "COBBLE BROWN" SW #6082 INSTALLATIONS, PERMIT COSTS, AND SIGN DOORS,EFRAMES, CELLAN METAL FLASHING, Ce APPROVE MOCK UP BEFORE AND EXPOSED MISCELLANEOUS STEEL SHALL N In 1-A21 (P85,p "ROOKWOOD CLAY" SW #2823 COSTS. REF ELECTRICAL FOR JUNCTION BOX 4.21 24" x 24" MASONRY OPENING AT 7.19 OVERFLOW SCUPPER (SIZE NOTED BESIDE MATCH ADJACENT BUILDING COLOR UNO. IF H 'z PROCEEDING WITH MASONRY LOCATION AND POWER REQUIREMENTS GENERATOR CABLE RACEWAY, BOTTOM AT KEYNOTE) THERE ARE TWO ADJACENT COLORS AT DOORS LL > INSTALLATION. \ 8" AFF REF ELEC. USE THE TOP COLOR FOR THE ENTIRE DOOR. • 211 BLACK VINYL COATED CHAIN LINK FENCING ° 4. LEAVE FIELD SAMPLE IN PLACE UNTIL • - . P98 "OAK CREEK" SW #7718 7.35 ROOFING MEMBRANEU < LT- WITH BLACK PLASTIC SCREENING SLATS 4.24 ARCHITECTURAL MASONRY 3. PARAPET STEPS OCCUR AT CONTROL JOINTS H ,3 PROJECT COMPLETION. MOCK-UP WILL - INSTALLED VERTICALLY 4:: a NOT REMAIN AS PART OF WORK. • • • (P103) "TOASTY" SW #6095 7.53 SECONDARY OVERFLOW DRAIN REF STRUCTURAL FOR CONTROL JOINTIn c • • (HEIGHT NOTED BESIDE KEYNOTE) 4.35 40"W X 38"H OPENING AT TRASH LOCATIONS. ._ ® • (AM1) ARCHITECTURAL MASONRY TO MATCH COMPACTOR, BOTTOM OF OPENING IS 42" 8.01 SECTIONAL OVERHEAD DOOR TYP REF 13-A3.7 AND 2-A4.2 FOR FLASHING "PROMENADE BLEND" BY QUIK BRIK 212 BLACK VINYL COATED CHAIN LINK FENCING AFF REF 11-SP2 CONDITION w (HEIGHT NOTED BESIDE KEYNOTE) • 0 AM2 ARCHITECTURAL MASONRY TO MATCH 8.02 HOLLOW METAL DOOR AND FRAME TYP \ z• "LAWSON BLEND" BY QUIK BRIK w = PAINTED 4. BRACKERIND TLIT FACE CMU TT CHMEN SSMOOTH AT ANY N N <� 3.05 CONCRETE CURB �� ■ • b• I ° ® INTEGRALLY COLORED CMU TO MATCH 5.09 JIB CRANE HOIST ARM AND RAILING 8.09 AUTOMATIC SLIDING ENTRANCE DOORS D a go 1-*ojN `=NP a lz "SADDLE TAN" 3.06 CONCRETE TRANSFORMER PAD. REF CIVILS ASSEMBLY 8.15 RETRACTABLE SIDEWALL SYSTEM 5. OVERFLOW DRAIN OPENINGS SHALL NOT BE o' wp-*<�gOlW "if^<"u \ 4.04 ® FOR LOCATION. COORDINATE SIZE, y, r� �y, PLACED IN JAMB AREA ADJACENT TO EDGE OF aa'n� "<�Jw0om INTEGRALLY COLORED CMU TO MATCH W&i V F 4.04 REINFORCING, AND THICKNESS WITH LOCAL 5.27 METAL CANOPY DECK AND STRUCTURE, 9.93 10' x 10' PAINT TEST AREA SCUPPER OPENINGS 0 a M,"5,1 �1�W0w 0z'< "IRVING CREAM" of UOOUOWFW< UTILITY WITH EXPOSED SURFACES PAINTED REF SPECIFICATIONS REF STRUCTURAL FOR WIDTH OF JAMB z <��EB,�y REF SPECIFICATIONS p 3�< anIert0 o • 7.01 SHEET METAL DOOR HOOD PAINTED 10.01 FLAGPOLE 6. PAINT TRANSITIONS OCCUR AT BUILDING ¢ z°✓ �maw52._ r”. •• CONTROL JOINTS, UNLESS NOTED OTHERWISE J <al «505EtL c E6rj%¢ • • 0000 1' KW U�OWOW • \ �� ► 7.03 METAL GUTTER PAINTED UNO (SIZE NOTED 10.02 LOCKABLE FLAGPOLE CLEAT a L^WOWla ¢orc-ioatao� S .. \ BESIDE KEYNOTE) FSB,nOzcS,?..iN (f2 B 16.04 EXTERIOR LIGHT FIXTURE 4'-S" 1'-4 !1" 4.08 ( 4.08 ) B ( 4.24 ) / / ® 1-ml ) (AMT) NOT USED PLAN ELEVATIONS 8 9 MOCK - UP 62WALL 411 C\A020-009 F Z 119'-4" SCUPPER AT o © M AT 118'-4" 43 CMU PILASTER U SCUPPER OPENING I Q 'a m_ I a REFER TO PLANS I I N I N AND STRUCTURAL 7.53 M 7.19 4.08 4.08 ( )6"x72" ® 126'-8" a P17 P17 4.08 4.08 0 0 0R-35i-4" , 4.08 TOM TOM 4.24 AM2 7.19 7.19 P17 P103 G121'-4" J , 7.19 7.07 I r� inwTOM r. _ 41 6 x72I I ® 124'-8" Q Q / -*c "^•7�-- �� •li � _ __ 7 -' aa; t c 1 TOM 00 O `_• r =_ -�"` - - ,- as.w�rrwwe•r•w�■•a ��- . wR-apar ., cares ant- .I wwn El nlenaea-. --eSaa�iewrt ..firm.._ - _ _-■miwns 1r^v^, IIIIIISMIIII 7��oor.cc� - Ir : 1 wnibiiksra FI a norm 'ALas� lO_o�ig - -I _ _-_____- �- - - -_ -- __ ;I I O 0 O \ --/ - 16.04 (16.04 )- 16.04Z ® 4.08 P85 4.08 CMU PILASTER e' W REFER TO PLANS QN 4.04 4.04 8.02 AND STRUCTURAL 8.02 8.02 Y-+-1 O 0 P83 4.08 P83 4.08 4.04 P17 4.08 P17 4.08 -( 4.04 -)- 4.04 e� � I- o 4-1 P85 4.08 P85 4.08 P83 4.08 P83 4.08 O O NOT USED 6 NOT USED SIDE ELEVATION 1"=20'-0" 012712 a020-005_ELNPN-fr:li aa111P Z a1 0 ti aP83 7.04 liiir P17 4.08 P17 4.08 P17 4.08 P17 4.08 ISSUE BLOCK P17 4.08 7.07 7.07 7.07 n to CMU PILASTER ¢ ¢ P83 7.04 P83 7.04 P83 7.04 I in ♦ t 124'-6" P17 4.08 REFER TO PLANS 1,, P17 4.08 P17 4.08 P17 4.08 P83 7.04 ♦ P5 5.09 AND STRUCTURALTOM 7.07 P85 4.08 P17 4.08 P17 4.08 a W a 121'-4" P85 4.08 , P85 4.08 lir TOM / -_\ , $ 8.. We TOM _== - - -=--- -------=.-=--= _ A022-SITE C\A022-SIGN 043010 082611 SITE SIGNAGE SCHEDULE BUILDING SIGNAGE SCHEDULE o • \ - I v °' w INDIVIDUAL INDIVIDUAL SIGNAGE QTY COLOR AREA TOTAL AREA FRONT SIGNAGE QTY COLOR AREA TOTAL AREA SHERWIN-WILLIAMS CUSTOM BRONZE/ 0 a ORDER NUMBER 7248-0044642 Walmart Monument Walmart 1 WHITE - BRONZE MATCH WHITE LETTERING, 298.00 SF 298.00 SF - CUSTOM MANUAL MATCH (INTERNALLY 2 YELLOW SPARK 36.00 SF 72.00 SF * (spark) 1 YELLOW ILLUMINATED) Walmart 1 WHITE aN BBAC COLORANT: OZ 32 64 128 * (spark) 1 YELLOW 199.54 SF 199.54 SF Ce M CO 81 BLACK 6 4W1 WHITE - 43 1 1 TOTAL SITE SIGNAGE 72.001 SF Market & Pharmacy 1 WHITE 102.74 SF 102.74 SF LL z R2 MAROON - 19 - 1 UL LI- Y3 DEEP GOLD - 48 1 1 TOTAL FRONT SIGNAGE 600.28 SF ' 5 G2 NEW GREEN 18 - a r U ONE GALLON #654700104 CO N H N UI TRADECP #796999993 MfflilliPi Milw41 •• MOUNTING HOLE PATTERNS FOR tfri4 t4 1651 o rt <i wo E810- z< INTERNALLY ILLUMINATED SIGN NON-ILLUMINATED SIGN INSTALLATION M.---- • r♦• w o bi<«6i r CABINET FRAME, COLOR PROVIDED BY WALMART �♦O 0♦� D W�r< o° ..a <00 DUWALMARTTIC ANDONZE INSTALLEDPBY SIIGN �� w a7�o� nNWW�3 ar CONTRACTOR M♦4 ♦ CMU z ��z�owwxoozN2 rn oC LL Wwz� < PLASTIC MOUNT FOR M�j4 'Qj L'w 6o6aOwj- ALL-THREAD STUD TYP WV •♦4 REF BLDG ELEV 3Wa LLONNwa �� BY SIGN SUPPLIER `� •�' TOTAL BUILDING SIGNAGE 501.00ISF ~ z�a�6a�z�� 9< � . FOR CMU TYPE ¢ < <m=w ao F oS INSTALL 1/8" DIA Lf♦4 ♦ CO BRACING a 000 Wz�rc W� Sw°d�W 10' ABOVE GRADE WHITE LETTERS ALL-THREAD STUDS INTO �.-• o R.O. ��♦� ♦ CONTRACTOR � "�oL�k iw�w WOO TOS MAX. , YELLOW SPARK, SIGN I INSTALLATION C MOUNTS RTOR TO COLOR PMS 1235C iuuIdhIs IE �� BY SIGN INSTALLER �. • FLEX FACE, COLOR ��j4 • • 0j 1 PMS 285C BLUE 3/8" DIA HOLE FILLED WITH ��♦� �� Walmart . . •►. . • ADHESIVE SEALANT. COAT MIV ,♦ ALL-THREAD STUD WITH ��♦4 �♦� ,- rs� �k ADHESIVE SEALANT PRIOR ��♦� •♦4 II 1 i i SIGN CONTRACTOR TO WALL ATTACHMENT TYP N ��4 t♦i N 4" PRECAST CONCRETE CAP SHALL COORDINATE WITH BY SIGN INSTALLER LLI M��j �� 1 1/2" WATER BY BUILDING GENERAL CONTRACTOR GC PRIOR TO BEGINNING a ��♦j'!♦1 DRAINAGE EIFS Z I1; 1 i r r r 1 LI n ANY WORK ON > MI��4 �O BY BUILDING z INTERNALLY I. II I I I I I I •I1 ► ' ♦4 I ; I ELECTRICAL CONDUIT AND MONUMENT SIGN PLASTIC NON-ILLUMINATED Ce0 j♦4 CONTRACTOR ILLUMINATED TENANT i II I I I I I CHANNEL LETTER M•♦4 �4 SIGN CABINET FRAME IN DISCONNECT BOX ON LEAST ♦4 z VISIBLE END OF BASE, P17 meta =♦� AND FRAME STRIPS, ►' 1E1 1 I i r I 1 I I r 1 11 STI! BY BUILDING GENERAL , BY SIGNAGE SUPPLIER -♦_4 ;♦ a COLOR DURANODIC n. • • •_� CONTRACTOR • BRONZE BY SIGN "ADHESIVE SEALANT" IS TO � ♦4 �♦4 NO EIFS AT CONTRACTOR w 12'-0" MONUMENT BASE 8" SPLIT FACE CMU, ��♦4 •♦4 LU Et ♦4 •♦ SIM CONDITION w� BY BUILDING GENERA •NTRACTOR BE PRODUCT LN-950 BY SIGN CONTRACTOR N 13'-4" FOUNDATION ►♦ •♦4 SHALL OBTAIN ALL / REF STRUC LIQUID NAILS OR SIMILAR ��♦4 •♦4 POLYURETHANE CONSTRUCTION m.44 '♦4 PERMITS AS REQUIRED ADHESIVE, MEETING ASTM M&4 W♦• • - BY AUTHORITIES D3498 AND C557 STANDARDS, .R.NIM♦• 0 0 HAVING JURISDICTION. 0 Q EXTERIOR APPLICATION, WEATHER RESISTANT, LOW 0 O O •-IVOC, WITH A MINIMUM SHEAR STRENGTH OF 250 PSI �'RE MOLDED PIPE FLASHING. BY ROOFING INSTALLER DRILL HOLE AND FEED W F MULTI — TENANT MONUMENT SIGN NOT USED SIGN ATTACHMENT WHIP THROUGH WALL SEALANT ALL AROUND P4 c) iiii BY SIGN CONTRACTOR ��♦ ti . � BY ROOFING INSTALLER a1614 1 1/2"=1'-0" 043010 C\A022-014a ��t♦ • WATERPROOFING MEMBRANE 0 O �� BY ROOFING INSTALLER 3/16" = 1'-O" 082611 C\a022-016-multi-monument i�� WEATHER BARRIER ON CMU E WFULL BED OF MULTI-COMPONENT / ��gr �� BY BUILDING GENERAL CONTRACTOR O M SEALANT AT PERIMETER OF i Mt MV ��ir WATER DRAINAGE EIFS BY BUILDING �+-� o c CONDUIT BY SIGN CONTRACTOR , 1=�� o / CONTRACTOR I- c) ►♦ it CMU ALL CELLS BEHIND SIGN ARE 1/2" FLEX CONDUIT 20' LONG M♦ . 0/ ►♦ %♦ REQUIRED TO BE GROUTED 0-4SUPPLIED IN SIGN CAN- Mid �♦ CONTINUOUS THROUGH ENTIRE Et♦ �♦ REFER TO STRUC FOR GROUT E-1 W PARAPET. BY SIGN CONTRACTOR G�"� LOCATIONS BY BUILDING GENERAL pp mr♦ ./ CONTRACTOR 2 1/2" NEOPRENE/SS BONDED ♦ t♦ (2) LAYERS OF MEMBRANE UNDER AT EXTERIOR LOCATIONS BY z �♦ �� WASHER AND NUT IN BED OF ill. •♦ k ROOFING INSTALLER ca CONTINUOUS MULTI-COMPONENT c►_♦ �♦ a % SEALANT BY SIGN CONTRACTOR :Mi ♦♦ ! MEMBRANE PATCH OVER FASTENER 'ra� • CONNECTION AT EXTERIOR LOCATIONS BOEF BLDG 'm:• ♦♦ ISSUE BLOCK MOUNTING HOLE PATTERNS • 1„ -�� ♦ BYROOFINGOOFING INSTALLER FORIGNON-ILLUMINATED '� ♦ PIPE FLASHING IS REQUIRED FOR SIGN INSTALLATIONTE: ♦ ►♦ PROVIDED BY WALMART �, PVC SPACER TO PREVENT �I•♦ •♦ INSTALLATION ABOVE ROOF ONLY 3'-3" COMPRESSION OF WALL PANEL, 3/4" Fad♦ �♦ LINE OF CMU ,I / DO NOT USE M•♦ �♦ REF ELECTRICAL FOR UNISTRUT/ PLASTIC MOUNT FOR OUTER DIAMETER AND 5/8" INSIDE Mt BEYOND PRIMARY HOLE AT JUNCTION BOX LOCATION ALL-THREAD STUD TYP --. NOTE TO SIGN INSTALLER: DIAMETER BY SIGN CONTRACTOR �� . ` •• BY SIGN SUPPLIER ALL PRIMARY MOUNTING HOLES _ UPPERMOST SPARK I■�� : �� 6x6 STEEL PLATE AT EACH SIGN SIGN CAN WITH L♦ ♦ LETTER ATTACHMENT. ATTACH STEEL MUST BE UTILIZED. IF MOUNTING ►♦ ►♦ INSTALL 1/8" DIA >1"—will THROUGH PRIMARY HOLE IS b - .080 ALUMINUM BACKING ��♦ : _ _ / PLATE 48" OC WITH (4) 1/2" ALL-THREAD STUDS I BY WALMART �♦ �♦OBSTRUCTED BY REBAR, METAL v �♦ �� MASONRY EXPANSION ANCHORS. INTO PLASTIC MOUNTSELECTRICAL �+� ►♦ - . PRIOR TO SIGN 1 1/2" WATER STUDS, CHANNELS, OR OTHER �♦ O ATTACH CONTINUOUS UNISTRUT WITH , MISC METAL, SEAL PRIMARY PENETRATIONS •° ° • ° • ••• •° • �� (1) 1/2" MASONRY EXPANSION INSTALLATION TYP DRAINAGE EIFS HOLE IN SIGN CAN AND MOUNT FIELD VERIFY EXACT 11 AVOID PENETRATIONS 1/2" ALL THREAD PROVIDED BY �♦ BY SIGN INSTALLER _.:, BY BUILDING o " ��♦ •' �♦ ANCHOR THROUGH PLATE. SET PLATE ig LOCATIONS TYP AT EMBEDDED PLATE WALMART CUT TO WITHIN 1/4" ►♦ ►♦ THROUGH THE NEAREST �/� �,// IA�/�/�/�// / ��I� ��j �/� �/� i/ iJ` .• i,/i i ,�,. „ �� OF NUT AND GRIND t.6- w IN FULL BED OF SEALANT. NOTE, CONTRACTOR '/` �/ ` �/� / /� / / /%��' f BY SIGN CONTRACTORND SMOOTH 3/8" DIA HOLE FILLED PALTERNATE RIMARY HOLES ARE INDICATED BEYONDIROOF / //t// %�j sit 7,,r,jcA�� r,r,/A/A j7��j/��% f` �j WIRE PENETRATION ABOVE OR BELOW WITH ADHESIVE WITH PREDRILLED HOLES 121 _6" /O �� a • ° / ° ° • BY BUILDING GENERAL CONTRACTOR SEALANT. COAT THROUGH WASHERS. ALL-THREAD STUD WITH ALTERNATE HOLES ARE BO SIGN _g2S7� it'��,-J�/////////////7///��////�//////��`L//1/fl-S//��/O ��a- NOTE: ADHESIVE SEALANT PRIOR TO WALL (0 — 5/8" EXTERIOR INDICATED WITH WASHERS ONLY LOCATE ALL-THREADS PER 4" X 4" JUNCTION BOX. ATTACH TO _ OR ARE OTHERWISE MARKED. ALTERNATE SIGN MOUNTING N AVOID PENETRATIONS SIGN ATTACHMENT TEMPLATE UNISTRUT ATTACHMENT TYP > PLYWOOD LOCATIONS. FIELD VERIFY Na_ AT BRIDGING PROVIDED BY WALMART BY BUILDING GENERAL CONTRACTOR BY SIGN INSTALLER SHEATHING EXACT LOCATIONS TYP I I- SUPPORT ANGLE SIGN ATTACHMENT :". BY BUILDING PLASTIC NON-ILLUMINATED CONTRACTOR = NO EIFS AT CHANNEL LETTER _.f-- SIGN MOUNTING LOCATIONS 1 1/2"=1'-0" 012712 c\A022-011-cmu SIM CONDITION BY SIGN SUPPLIER — • FIELD VERIFY EXACT CHECKED BY: LOCATIONS TYP - "ADHESIVE SEALANT" IS TO DRAWN BY: E DUCT LN-950 BY ETAL UD LLIQUIDONA LS OR SIMILAR _\____..-__ �FRAMINGTBY FILE NAME: 150-A022 POLYURETHANE CONSTRUCTION — , BUILDING SIGN LOCATION PROMO CYCLE: 012712 ADHESIVE, MEETING ASTM — CONTRACTOR D3498 AND C557 STANDARDS, 1/4" = 1'-O" 082611 A022-012a_ELNPN 30'-543" DOCUMENT DATE: 041012 — EXTERIOR APPLICATION, / / WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR 23'-5" 5'-10" / / / / STRENGTH OF 250 PSI 1 1 -2�" �' '@OfU4 LAS ' \' SIGN ATTACHMENT dr './...14/7/:- e7 E�S � ,��.� 1 1/2"=1'-O"41) 043010 C\A022-013a lk k 1 . 1.�1 •� • AN- CON. �i ` 7 #5424 10 Ad-- i I r 2,1 , cye OF o0s 1 1;71 1 1 L J 199.54 S.F. 114" 6a" 7 " Nm4i" 68" 44"-) !L ct I C 10 NOT USED 9 NOT USED 8 NOT USED O NOT USED 6 SIGNAGE 1/4" = 1'-0" 082611 C\A022-001-WM_4-6 37.-3" / / 28'-73" 1'-6" 7'-1i" / / 1 / In 45 p -I r 1``i i 1 \ I I I 1 1 29'-8j" NTD: 1 ANAL HEIGHT OF LETTERS AND SQUARE m ,�� o a iiiit FOOTAGE SUBJECT TO AHJ REQUIREMENTS I74, SIGNAGE \ Idir 0AIN ce Phaimacy � - 'Z7 XX-� L�,�Li NOTE: lia I _ IM am- N SQUARE FOOTAGE NOT L JADDRESS SIGNAGE ioMarket c� o_ INCLUDED IN BUILDING I 298.00 S.F. m \ 102.74 SQ.FT. M SIGNAGE SCHEDULE 1'-2A" 8" 9 " 5 8" 58" ci5 0 NOT USED NOT USED SIGNAGE o SIGNAGE SIGN AGE Q . 4 Iu) °0 1/4" = V-0" 082611 C\A022-003-MP-30 © 1/4" = 1'-0" C\A022-002 1/4" = V-0" C\A022-002 SHEET: 0 A2 . 2 COLOR LEGEND KEYNOTES KEYNOTES SHEET NOTES CV C\a023-CSa C\x020-KN C\a020-GNa 1.'_1 Z• mw 3 1.01 SIGNAGE 7.03 METAL GUTTER, PAINTED, UNLESS NOTED 0 - P5 ) "SAFETY YELLOW" OSHA STANDARD OTHERWISE (SIZE NOTED BESIDE KEYNOTE) 1. DOWNSPOUTS ARE INDICATED FOR SIZE, g• U QUANTITY, AND APPROXIMATE LOCATION ONLY al al < P15 "SUMMIT GRAY" SW #7669 7.04 METAL PARAPET COPING ~ 2. GUTTERS, DOWNSPOUTS, OVERFLOW DRAIN m P60 "REDDENED EARTH" SW #6053 7.06 WATER DRAINAGE EXTERIOR INSULATION LEADERS, DOOR HOODS, HOLLOW METAL STEEL cow DOORS, FRAMES, EXPOSED METAL FLASHING, ' ~ AND FINISH SYSTEM Cie N ' w P83 "COBBLE BROWN" SW #6082 AND EXPOSED MISCELLANEOUS STEEL SHALL • w P94 "TRICORN BLACK" SW #6258 7.07 ROOF LINE BEYOND MATCH ADJACENT BUILDING COLOR UNO. IF LL w 3.05 CONCRETE CURB THERE ARE TWO ADJACENT COLORS AT DOORS > 7.08 STANDING SEAM METAL ROOF USE THE TOP COLOR FOR THE ENTIRE DOOR. g o P101 "EXTERIOR DROMEDARY CAMEL" <. LL SW #7694 (EXT) 3. PARAPET STEPS OCCUR AT CONTROL JOINTS m a 7.09 METAL DOWNSPOUT, PAINTED, UNO (SIZE REF STRUCTURAL FOR CONTROL JOINT (P124) "MEADOWLARK" SW #7522 3.16 CONCRETE CURB PAINT FACE AND 6" ON TOP NOTED BESIDE KEYNOTE) LOCATIONS. CO in co cm in N REF 13-A3.7 AND 2-A4.2 FOR FLASHING 7.19 OVERFLOW SCUPPER (SIZE NOTED BESIDE CONDITION fra "PROMENADE BLEND" BY QUIK BRIK KEYNOTE) 4.04 CONTROL JOINT, TYP, REF STRUCTURAL PF4 LEAD COTE 4. GRIND SPLIT FACE CMU SMOOTH AT ANY W 60> 4.08 SPLIT FACE CMU 7.22 METAL SOFFIT PANELS BRACKET ATTACHMENTS 1 <z Ww UNz WP2 "DARK BROWN" BY TRESPA 7.61 AWNING WFfl<`��yWNsBo 4.09 SMOOTH FACE CMU REF 7/8-A3.4 5. OVERFLOW DRAIN OPENINGS SHALL NOT BE �`ra'6 oHi�tito<8 , WP3 "COBBLE BROWN" BY TRESPA PLACED IN JAMB AREA ADJACENT TO EDGE OF p �k'dow„�WW�?'-^a> REF SPECIFICATIONS 4.24 ARCHITECTURAL MASONRY 7.53 SECONDARY OVERFLOW DRAIN SCUPPER OPENINGS u` ��i8wt'��5 �aw�Ci� REF STRUCTURAL FOR WIDTH OF JAMB z O .6 7.60 EXTERIOR WALL PANEL SYSTEM 6. PAINT TRANSITIONS OCCUR AT BUILDING �Ba <�<<< m �i�RO F D3CONTROL JOINTS, UNLESS NOTED OTHERWISE !:!;6• 1 o�wF��W�� 8.01 SECTIONAL OVERHEAD DOOR TYPoWu�rca rc�sig �� 5.01 6" PIPE BOLLARD WITH WALMART BLUE • �8�zc5 �Hcrcaai2 PLASTIC SLEEVE (HEIGHT NOTED BESIDE 8.02 HOLLOW METAL DOOR AND FRAME TYP KEYNOTE) PAINTED 5.07 TUBE STEEL 8.05 ALUMINUM STOREFRONT 8.09 AUTOMATIC SLIDING ENTRANCE DOORS NOTUSED16.04 EXTERIOR LIGHT FIXTURE N 1- z Z F- J D N Z O U to 0 G 00 0 0Eno C12 in a O a .� - Z E = L.I F+-10 0 imm -CI 0o w ac z 0 ti 10 NOT USED 9 NOT USED 8 NOT USED O NOT USED ISSUE BLOCK CO O O 4"X40" P103 7.04 FOX- 4.24 ) I I 7.19 ) P103 7.06 1. ( 16.04 ) \\I\ r I I � 1 j "� 121'-4" <j TOM 121'-4" \___ TOM $ -- 7.06 P98 • .. 116'-8" 7.04 P83 P98 7.06 TOM \ 114'-8' �® 5.07 P15 i / MASONRY AT SCUPPER OPENING �� - P15 5.07 $ 114'-4" TOM AT SCUPPER OPENING CHECKED BY: DRAWN BY: P15 7.09 o - a 3"x4" FILE NAME: 150-A023 - 100'-0" Z TYP 3.05 . PROTO CYCLE: 012712 / _ FF EL r v e DOCUMENT DATE: 041012 ( 3.05 )TYP P17 8.02 I P60 8.01 to I < 4.087.53 , M1 M1 7.06 • • . ® 4.08 `S • I `,� OOU. AS � � NOT USED SIDE ELEVATION SIDE VESTIBULE ELEVATION SIDE VESTIBULE ELEVATION 0= R , 6 1" = 10'-0" 033111 c\A023-005_ELUR-F 1 1" = 10'-O" 012712 c\A023-004_ELUR-F 1" = 10'-0" 012712 c\A023-003_ELUR-F TA OMA, •c, 9 #5424 OF ORS PREFINISHED METAL P103 7.04 PANEL FASCIA P83 7.04 ( 4.04 ) z < -...j rNN r<I M<N \ 0 fYWm < CC 'N~<J a IF,CO n Icl 124'-8" $124'-8"$126'-8" 1 BO SIGNAGE --TOM � TOM k 118 -4 1211-4110 �_� 1 TOM 11 BO SIGNAGE Y ___ _ - ----r . . . . . . . _ -''fir _ » r r , .. ig 116 -8 1 P TOM ---- .. , . . _ _ , "' •" • al 1 1 • .• ' • . . . , 0 NI % 0 A % % ENIIMISM ..t. * la 101a P83 4.08 aawl>®s . ., Q. . . . Q. .. ffi b :b ar aw sada - . o . - - aaaa� • � .. . . -\ .... �. �,. .. -� 6I61 6 �i _ iC \ CO $ . aar ilaiiiiaasaraas� ... - .. .. � +-s �r .. . . • fl fl �.` $ ( :. ' ., : , . . ... .. _ .. .. �..��s .' =� Lien .,. IS.es=�s nu aosaas an -. _- a ® . .. Len . . .. 11M�� 1W • p'11111® \ ®® Ion' \ ® d� 1� S - • Via• . ' ueaaaaas�� ` ENLARGED P98 7.06 P103 7.06 -COL-T). P15 5.07 I EXTERIOR 3.D5 8.D9 , 4.08 B.D2 P„ ELEVATIONS 4. 8 'a ® 4.08 I a ® 0 3.05 ® RAISED LANDSCAPE M2 4.08 PLANTER, TYP. CEB 4.24 to P15 7.09 P15 7.09 SEE SITE PLAN DETAILS 3"x4" 3"x4" M1 itsit) Ln i cii GR VESTIBULE ELEVATION ( 3.05 ) FRONT LOW ROOF AREA . 1" = 10'-0" 012712 A023-002-ELUR-F 1" = 10'-0" 012712 A023-001-ELUR-f N o SHEET: NI A2 . 3 SHEET NOTES — I o 0 U . � Q W O Qg 1. REF STRUC FOR ORIENTATION AND MEMBER TYPE °U° 2. REF STRUC FOR GIRT LOCATIONS , M of W EtC.) — N m SI N Z U 11 Q U v U Clel 0.1 CO < • D- NUI 0 F N w 00, t/1 p '-z< D O ~~ <ZZWW 2 wK O <ON Z Z N6li,In.-]WO0led OO W W(� < fnZWZVOrOW ffim Z oi� wUm 0 U< Wiiloz (.455tJIRZoa<OiZu“i i'dWZ6� J <WH~4WV N pKZZO=WwWWoW W 0 _ OO8 w0EmerSSKWO�� w ~ ONS WW(nVN NOsO_ < 'OO A.3 alli I , („) Vir 1,-10,. A4.1REF PLAN z J 116'-8" ==pie i r i C/3 40 TOM >•� REF BLDG EL I =c I z TOM o .' I t • J 1 ~o w �• !".0'A ..0.4 A =L. �_ ' CO ;.; I CO 0 WATERPROOFING I w I I �, .: MEMBRANE Ai . : :. I Ai 1 g: .: co MIF i !:.: :4,'-2" $ .4:$$ :.. I VW I .:::4 .:! .;: I Alk CD CM ZI in A I iA WCD :,..; 1'-2" _ 1 o o f t:f ±:., __ ROOFING • • • " � SYSTEM r, Ems-+ • .. : 44 121'-4" __ � :;: .•::: .: r � f w TOM �+ - 5 I WATERPROOFING ,�P; 0 121 4 - j! L11uUh1H1urn1111111111111 �•y °' a •' '• I TOM Ii/ ;� 1 WATERPROOFING / • :.:. 0 0 �� / I MEMBRANE ;:; ;; ;:; i t �� ) I MEMBRANE --.: '' � --- ►. �♦; •�.�� :. 1 ♦ ,., z 1': ; I .:A :::;::; ::: I ' 0 1 giir ..:.: A = I-LI E c( c,, ♦ I +�� is r��, �: N1 4 •� •. ——1 .1 C. AI • ; ..;- 1 I .1 ►� IArk C. i� vir • 41 �4 i 1 ROOFING ;' ;: WATERPROOFING ' ►� I ROOFING 4 ; . o i; ►� I SYSTEM ;:":•� I MEMBRANE :1 i� I SYSTEM ^' :: I 1 If11111 O :' � I Ak 8" ARCHITECTURAL �1 !. W F4 c — ,tio A4.1 MASONRY .� — •• _� PO —i 1 ROOFING SIM ; 1 Z I SYSTEM A' ►♦ =I I 0 -- IIIIIIIIIIIIIt111111IIIIIIIIIIIII W -- — , A ..., -A ' ►• — •A I ISSUE BLOCK /, ,�� Nis '!:: N •♦ �• •; 40 116'-8" 1 • p - 116'-8" I "♦•i 'i TOM , ►, I : ,,.. ,. • ;. •... •: TOM I ;. ::I�1 N .. . 8" ARCHITECTURAL0.1 l 1 •• �• " ►' I 1 MASONRY }—W .,f. !� 41 ►� 1 :: -:::• i < ��: NIA � :: •.: It /h4 11 I ♦ A •♦ •: ••'i• '' ,. REF STRUCTURAL Z ♦ •„• •:. 1 ♦ I '� GIRT :; �j � T D N '• I •iii. ., 1 0 +: , W •1 0 1 .-: i•::i is ':1�1 U :'• ••., ♦1 /• • •. �• ••,. •: -•• I . .• ♦1 4 I 0 '; •: cK :1 A8" SPLIT FACE CMU :•;: .;•/ ♦ W 8 SPLIT FACE CMU 8" CMU WITH ►� I v �.. •.; i MASONRY FILL 4 Q I c� I V .4INSULATION TO •'♦ V _1 1I v . _;•: :• I ROOF DECK =:; ::'�i 'i I N V ce— Ce w m =' :•: ♦ > " ° 1 CHECKED BY: ..410 . . I z I DRAWN BY: .• •..: . • • 1 ♦ . •: I �i 'i I :�i 'i Q '•: •: FILE NAME: 150-A030 !:, ::: -: I :: •.�1 '1 I > ii . W i. •, :111 :i 1I I ":N V I w , PROTO CYCLE: 012712 ' '' • 8" ARCHITECTURAL c� ;. • I ::'' '' DOCUMENT DATE: 041012 ' -%= .1 .� MASONRY ;: •. ': .. V 4 I :• •.•1 • I w •: %' 8" CMU WITH ►. '' - �i ►i x MASONRY FILL • I 4 •" ••• I • ♦ ►, I INSULATION TO .4 V •'•: I N '1N V I HORIZONTAL MASONRY • 1 •: : is •I. : :, .IN V ROOF DECK i / pi ►. 4. I i a�/' t' I TIES 24 OC VERT AND I i?B'R UGLASAlai • D •; , HORIZ :, . .1,,4 • 1 • I :,• •: !•: :"1N ♦ •i• :: , #5424 0 ►' :: •:.. :. — :• ::.♦1 ►� :•; ;;; Alio 107'-4" ;44 0 4 X TOM I - a .: 0•;'1 • 107 -4 ~ Q�O • : I01i, .;. •., •:l! U :: .. .: .• TOM .: % I 8" SPLIT FACE CMU -' .JI1I:••• , I ,. 8" SMOOTH ,•..•. .� FACE CMU •_- .:.•; ,., 8" SMOOTH : , . : :: .. _. : FACE CMU , L '� 11!:.: :, ',Al..- I IV ., , 1 ! .. sIL,1,,-: Ur:Ij: •• CONCRETE CURB ., !::1; •' WHERE INDICATED SMOOTH FACE AT +. • : ii: I ON PLANS •" I CURB CONCRETE +: :, :' �: • •, .' I - I CONCRETE • CONCRETE I CONCRETE FLOOR • • � FLOOR SLAB " ' " FLOOR SLAB ., FLOOR SLAB • I �SLAB ,00-0 +' •' I ,00'-0" ' �`':� �' 1all1) r n �. •i•is -: d :-� ':' 0 41 - - 100 0 ?s '•:_: -:•..: ( 100'-0" • • FF EL •':' FF EL EXTERIOR .•, ;d• FF EL q, I;. �, _ )c I:: ;: ;, I, FF EL -,fie .. ::: '' • • • A ►. e . ,; _ e • �'` • >•: �•,:: ' a •14' e . '` WALL CONT 1/2" PMEJ CONT 1/2" PMEJ : CONT 1/2" PMEJ No, - •• AND SEALANT AT 1•� SECTIONS AND SEALANT AT •' I AND SEALANT AT CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING TYP TYP TYP CONT 1/2" PMEJ 8" SMOOTH AND SEALANT AT CONCRETE PAVING FACE CMU N TYP co 65 65 WALL SECTION WALL SECTION WALL SECTION 4 WALL SECTION N 0 3/4"=1P-0"102811 C\A030-004_ELUR 3/4"=1'-0" 042911 C\A030-003_ELNPN 3/4"=1'-0" 042911 C\A030-002_ELNPN 3/4"=1'-0" 042911 C\A030-001 a SHEET: 0 A 3 EXTERIOR WALL 1." SWING ARM LIGHT FIXTURE AND SHEET NOTES „� 0 MOUNTING BRACKET w 3 o d A - - , �� 1. REF STRUC FOR ORIENTATION AND MEMBER O O o '` ♦ ,., m o .- golvillippr----- TYPE a 1 441( ! a 11 A4.1 ® TOM s" _c I 1zs'-s" _� EXTERIOR �� SET 3IN8EPDXY DHESIVEETER THREADED 4RODS 1/2" INTERIOR $ TOM I • I $ TOM I I N Z �� n EMBEDMENT INTO GROUT FILLED CMU l • , J ,_ I, MATCH HOLE PATTERN ON LIGHT S: :: I ULL 1 FIXTURE MOUNTING PLATE U f; i N a , . iii 0 a E CMU CELLS TO BE FILLED SOLID WITH .' it::..:. F- ry •: N�-4 GROUT :': I;, :I:WATERPROOFING I WATERPROOFINGMEMBRANEMEMBRANE w -^ uZ< N o PI- <z wSo z< TRUCK DOCK LIGHT FIXTURE 10 `' W 20E _` _ ��° O i:' 0 a Jao Na�Jwoom RACKET w� Lw� ,_�� MOUNTING B i nNo" �w°Ja> 6 1 1/2"=1'-0" 022610 C/A031-004 A4.1 8" m°w °o F.nw w_ Zf/IC Jd wKLL < __ a rcii o�wFww� oD�rcw 0 REF BLDG EIS — ® ywo�F4��os�rcyo� ylCL • '•' ~ rno4aogwwo V I �? o F�� ^zo�4a narc¢a TOM (. ROOFING �- I U. I y; .:31_' hi SYSTEM Alibi . ', IIIHHHIllltiullllllillNHI11111U111111A11HHHI11M O U : ;i 1•41t• : °D ' REF STRUC • • -� ROOFING JBE °r;•, / SYSTEM .;I ;=; • Q 'j WATERPROOFING REF STRUC �:jI S; J MEMBRANE $ JBE _ �• - N 114: : Z / ♦ ' : _JAL_ ,� sit, ' j ':� :iit ' REF BLDG EL ': 331 : 1 :, :,?: Z MASONRY AT SCUPPER OPENING •••' 4 3 D p �� • LO 8" SMOOTH FACE CMU ,; ;:; •' WITH MASONRY FILL O O REF BLDG EL ril SLOPE • FOR GROUT DECK TOM AT SCUPPER OPENING t•aelsammaJ :ii"Y��I�111�'' INSULATION TO ROOF Q '� ,. _ _ _ ��oi�oiai�aiioi/////��_111i`��ill t REF STRUC ,' 8" SMOOTH FACE CMU LOCATIONS I w F GROUT BLOCK COURSE Si *5 flaWaWA��_`�.alV�IV��rr1MrW� WITH MASONRY FILL N p BELOW SCUPPER SOLID —��r �— INSULATION TO ROOF DECK • >�: Y--�-1 � � REF STRUC S;�• I :< REF STRUC FOR GROUT „.4 O O — $ JBE I LOCATIONS',4 V I :: : Z It'0= fLI GIRT GIRT = O c, �I REF STRUCTURAL °il REF STRUCTURAL Y---1 0 4I SECTIONAL OVERHEAD i• al 0 I- I SECTIONAL OVERHEAD ;. DOOR TRACK AND DOOR TRACK AND [� w ASSEMBLY ASSEMBLY m -• .,� z *I 4 . i----00 cr o • / O ISSUE BLOCK 0 ® v o. o w F ' . CL V NOTE: , NO DRAINS OR SCUPPERS V YAT SIM CONDITION m %s DOOR HOOD, o DOOR HOOD, i REF 6-A2.1 J REF 6-A2.1 DOCK SEAL w SECTIONAL OVERHEAD 0 3 DOOR TRACK r \ 1 mir ., ., .: ..., :: I . s I, DOCK SEAL Iga I i— , ... Alli, ,s, :::, ,`1O`�y : I SiSi V ,: 0 108'-8" I \cr: •.•.:+I 4114 m MANUAL SAFETY GATE 108'_8" I • s I MANUAL SAFETY GATE MO rl7 IN OPEN POSITION MO m n N OPEN POSITION BEYOND L--- - _ BEYOND :3 N�. _ CHECKED BY: RECEIVING RECEIVING DRAWN BY: I B — i : e � I � FILE NAME: 150-A031 %3 p TRUCK LIGHTS MOUNTED p � TRUCK LIGHTS MOUNTED PROTO CYCLE: 012712 mi BETWEEN DOORS. _ C BETWEEN DOORS. EN REF ELECTRICAL FOR 2 REF ELECTRICAL FOR DOCUMENT DATE: 041012 E. SPECIFIC MOUNTING m SPECIFIC MOUNTING HEIGHT AND LOCATION HEIGHT AND LOCATION 8" CMU WITH REF 6-A3.1 FOR REF 6-A3.1 FOR MASONRY FILL = L MOUNTING DETAIL = L MOUNTING DETAIL - �' INSULATION TO ROOF — DECK 1 �. '•' ,L• 33 y DOCK SEAL BEYOND m m DOCK SEAL BEYOND T,% ._ MA,4;r4 9 13542 `* -11121 1-A8.1 = = I- Opo I ��_� SECTIONAL OVERHEAD — I_ SECTIONAL OVERHEAD � DOOR = DOOR '; I -115 - ■ STEEL FRAME N. REF STRUC MANUAL SAFETY LL MANUAL SAFETY GATE — BRACE Im GATE NSTALLED '' AND WALL BRACE BEYOND PER MFR °i ;; INSTALLED BEYOND PER m RECOMMENDATIONS, I..", y 4" MFR RECOMMENDATIONS, 4" — m REF SPECIFICATIONS ti: ti ;:; m REF SPECIFICATIONS V 40 STEEL FRAME M CONCRETE M REF STRUC :,. FLOOR SLAB ,•. CONCRETE C .• FLOOR SLAB D CONCRETE FLOOR SLAB 40 100'-0" 1i 100'-0" .7 _ 100'-0" �i - _ FF EL •N ni o° , e . $ FF EL _? --- (� a. . .. $ FF EL • • •a ' • I'•• .2 DOCK -. ' • 1 i." . 4 • . - .E , BUMPERS II . I. ' I <, CONT 1/2" PMEJ AND ' DOCK BUMPERS ! e EDGE LEVELER SEALANT AT , ��+� ,•a. CONCRETE BLOCK-OUT CONCRETE PAVING TYP DOCK LEVELER PIT � �� REF STRUC FOR REF STRUC FOR • , . CONCRETE �IA , .• ' : REF STRUCTURAL BLOCK-OUT •e d .. • A . Ate. . I• • � • e' ,i . .. . . CONT 1/2" PMEJ G . . '• . . a . AND SEALANT TYP ° S • . T SEALANT PMEJ AND TYP : . e , e CONCRETE SLAB ° ' d' : ' CONCRETE SLAB REF STRUC • < + ' REF STRUC ': .• .• EXTERIOR a A a4. FOUNDATION • ° " b • " a' • Q, . . WALL REF STRUCTURAL a t SECTIONS _ FOUNDATION • ' ' -w • A REF STRUCTURAL a up ro DOCK LEVELER EDGE LEVELER do © NOT USED SIDE WALL SECTION © NOT USED WALL SECTION WALL SECTION N `� 5 3/4"=1'-0" 052711 C\aO31-004b_ELNPN 3/4"=1'-O" 073010 aO31-002_ELUR 3/4"=1'-0" 043010 a031-001_ELUR SHEET: o A3 . 1 • o =I U \ ° m Q 2 U O 44 E. . Q z5$ F 5 O n Ce n I- . N m O W 7 N Z CI) LLw U f:10 o < � a N F- N Ol-Y D OiI_F' <2 wWOW -z< 0F <<O�z Z- 5<m<z�ca WcwivIg S° 0. JJNO 22221-7WO3w ,14 O dN8 c?MSVV�w§KO"SL- OWt oJC_wZFW< p oa<Z�'do�y,UOa<Oz< Q zU� mZ i.i�a�pj<w< J <<ZWZ<ri4a�n 1o1Jg6E-1 D OzzO5a wuwFow gw a_ w w -• EitU,o EWp0pS5Cwwao V1 FSO'-zogw<Oi<rc¢<f CD 15-2"0 0 1 a i' I A4.1 W 1 -2" y H z I REF BLDG EL ;;; -_c 1REF BLDG EL s ., J TOS = TOS = I 0 I I OU I I I O i °0m� _ 1 ! 00N� I l U STANDING SEAM 8" SPLIT WATERPROOFING .;jWATERPROOFING © METAL ROOF FACE CMU rI^- MEMBRANE •• i MEMBRANE �1�, REF SPEC 3 5/8" x 20 GAUGE -- . I �I ?�i: i METAL STUD BRACES I Z 1 1 L i 1 4 1 1 - I AT 24" OC 1% 0 CD 0 VARIES IIIIRIIIIIIIIIUHIll1IlUIIIIII'll IIIHII1IIllllflNllllll[IIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11��:' ° 0 1.0 -... TOS h •:•!: !*: i © (3) #10 TEK SCREWS e O O 1 F II T I -I W 111;D TO STUD 8" SPLIT " : 0ONECTION UNO '• �-nSIM ® FACE CMU V G7I ROOFING " w o SYSTEMi w AIIIIII ;;: lull �II� IIII IIiIIIIIIWlllllllIIIIIIII IIIIII1llIllIlIllIllll!IIhII!IIIIh!hIIhlIhIhihI!!IIIi! I i �, ROOFING0 0 0 — . . . SYSTEMzPRE-FINISHED - _ • I SIM II 1114 1 in METAL SOFFIT -� Iiii INIF - W PANEL ! STANDING SEAM I-- \ / 4^ METAL ROOF A'•' E , 2 N j elk 1 REF SPEC I $ c CONTINUOUS pc. I:: \ /, / / I I 7 - Q 1 TRACK ATTACHED © 0 " TO JOIST CHORD N / CURVED ROOF WITH 12 TEK X ® 1 1 1 1 1 1 1 1 I r--I SHOWN BEYOND SCREW AT 12" • �:•: / V VARIES [U ]II(lli(III(tllGlllllllllll II(t�Il1ll(ll�IIII(ItIIIII[IIIIII[IIIIIIIiItI(III([jJ]JIIIIfJj�1111jJjIHIIJJjJJJjJfJfJjJjJjJJJjJjIjJQjJfJj1[1jJfJj1(J III LW jJ JJ jj I IJJ LI Jj '��''' W E"4 w REF ELEVATIONS AND $ TOS as ENLARGED VESTIBULE /' OC BOTH ENDS / \• f SHEETS FOR EXACT "1•• ÷ / \ �� LOCATIONS ;/ \ -EXTEND GYPSUM I r " z • BOARD TO METAL w DECK - CUT GYPSUM • REF MECH BOARD AROUND '-' ::-. ti I 8" CMU WITH MASONRY METAL STUDS AT FILL INSULATION TO DECK. SEAL TIGHT PRE-FINISHED ISSUE BLOCK • I ROOF DECK METAL SOFFIT ,. '• PRE-FINISHED PANEL METAL COPING 21 I / J IN 8" SMOOTH 3 5 8" x 20 GAUGE I BEYOND A8.2 FACE CMU I METAL STUDS AT 10 • 24"• rr__ A37 4[: 5L kiThlr / IC ENLARGED VESTIBULE ESTRUC 115 -4" I I -� i SHEETS FOR EXACT , :: . BOS EL t J 5/8" GYPSUM ct5115'-4" LOCATIONS _ //{ i TOM I I BOARD I � : ; i • EIFS BEYOND - REF STRUC 5/8" GYPSUM BOARD J 114' 0" I SCHEDULED 21 JBE �� BO SOFFIT :•.�1•.?. I 8" SMOOTH FACE CMU WITH :j':;: • 4 A8.2 TRACK GAUGE STUD ,� / MASONRY FILL INSULATION REF STRUC FURRED OUT 1 -0" •?�; 14^ JBE • '_S; 'WALL - REF FLOOR Ir sa 1 REF PLAN 3 5/8" x 2OGA METAL I PLAN AND :i: '•, STUD AT 16" OC ..a1:::::::••••••;;': WALL TYPES CHECKED BY: 111'-10" I 111'-10" ••�'•• •'�• I I a DRAWN BY: BOS EL ` / 112'-1" I $ BOS EL -- BOS I :'i1 : I I''c' i FILE NAME: 150-A032 I I 1 1/2" WATER PROTO CYCLE: 012712 • Vii, DRAINAGE EIFS a �5/8" GYPSUM BOARD DOCUMENT DATE: 041012 .�' • zz ..!,�:- ,.!:::.....1:.;,:::,::1.:•.:::: :. '�; f•%/ j�� I I I I i DOD' Y�f/ ' 108'-O" I '44:•,t:i I 8" SMOOTH :4i : (..••✓� v FACE CMU I Tz ,- ' , ' • TOM EL I I I \ I IIIIIIIIIIIIIIIIIIIIIIIIIIIH I 1,41111111/1:41#74t y X424441 j 107'-9 1/2" �� 1O7-9 1/2" :! ) I •F 00 BOS EL BOS EL "�` �_� _;; -- �, I �`J I ::■?: •,>: 8" CMU WITH MASONRY FILL '�■ •' INSULATION TO ALUMINUM 4 I ''� ` �'. v ! ROOF DECK BI-PARTING A8.2 '.■'.' ENTRANCE I 3 5/8" x 20GA METAL DOORS I }■.:i f STUD AT 16" OC 8" ARCHITECTURAL '''•`' MASONRY WITH MASONRY i ■ j FILL INSULATION •••:I : :7: I ARCHITECTURAL — I ALUMINUM MASONRY BEYOND — — — -- I I BI—PARTING •■ ENTRANCE >, _>, i , DOORS :SW i 1; 32" STAINLESS I i ;:i■:;: j STEEL BOLLARD, 7 4" OD .c.:%1 -- CONT SEALANT a ` ■ '' CONCRETE >• ,•• CONCRETE CURB W / CURB BEYOND FLOOR TILE --: 1 FLOOR TILE I d I FLOOR TILE CRETEEXOR100 -0" - FLOOR SLAB II /rFLOOR SLAB FF EL . ♦ e d r. a d• • +: d i. FF EL -It. y I a + . ♦ t, I u I WALL • CONT 1/2" PMEJ CONT 1/2" PREMOLDED SECTIONS AND SEALANT TYP EXPANSION JOINT I 5/BEHIND8"x8" PLYWOOD 8" SMOOTH FACE CMU it OcN I NI WALL SECTION i WALL SECTION SHEET: 0 3/4"=1'-0" 012712 C\A032-002_ELUR 3/4"=1'-0" 012712 C\A032-001_ELUR A 3 2 • N = 0• 1 v CZ'1 ' Q w ❑ Q O cc! a B F 0 oe en• F '•-. N m co Sw N w a in SIM � a g U n LL N > Nir LIII) LL 413 1354" a�.....:......._ a TOM i =;; 1- I : M w rn oo� MG. a< ao�wy��wo�w •: wR��w k' <�rw �m .. . a�'o.C��w w�wi �a .v. : V•, Z ami ooww��0w�wo LOCATE CONDUIT SS 3U< w� wwK� F . � : PENETRATION MAX p �'^2°mwwao<0.i �.. 6'-0" FROM UNISTRUT < �UZNJ PROVIDE ONLY ONE D pzozopwF ww.wHo�¢w • � ROOF PENETRATION H Dia Di-<Ozguana� FOR ALL WHIPS FnoQio_j2.V9`.<. WATERPROOFING MEMBRANE •ti : a • a -- i 1'-6" WI.:111 1 : ' v) •iz ,'; A Ir —,1 TOM NI I D POURED URETHANE RUBBER z SEAL z r, in , , WATERPROOFING 0 i H w .; ■� 00 0 v MEMBRANE :4 4. Z OQ lcir - -_ j ROOFING v � ROOFING % D C SIGNAGE i• I ^1 SYSTEM SYSTEM up REF ELEVATIONS F ri n IIIII 1111k r Q Q Z 00 0 C _� :• ' -- - o a w �' o a ®CONDUIT TO 0 0 0 Oal sy PANEL BOARD h Z $ BOF SG NAGEDG L t.•: .... 4_ REF ELECTRICAL I::::: _ ..„^ LV .•.4 :4 :,:;i : E ts: �--� o 1_ 8 N •., ... iv x 1 T (n . ...., u ;; .. 0 `..J 0_4 .si .., v. t.„; .::::! :4: to .• d4w gq .7•1 .... ....: A3. " j z q. oa 12" CMU WITH MASONRY o FILL INSULATION TO ROOF DECK X; 3 $ : ISSUE BLOCK 1 1/2" WATER i DRAINAGE EIFS fro ti4 ;j j ';% :4 4 WEATHER BARRIER . :y' 4 >! a '` s ® ; to1w 4? 1 1 ( 1 a 112'-0" civ F CHECKED BY: TO ARCH MASONRY I 1 J — i a 0) DRAWN BY: ;* j FILE NAME: 150-A033 M ,• %` PROTO CYCLE: 012712 G: 12" CMU WITH DOCUMENT DATE: 041012 s ILL : I.:1:: NSULATIONY ITO 12" ARCHITECTURAL „ ;J ROOF DECK .S MASONRY v : 1111•V • a ..._ ►r. L.1r►• '`;:1 s - ' #5424 :j , ,. � •F O4 :. O.:< •`: .•. 4- :4Xis >' :4• ::•'1 .•. :•: 4.4 :•: •. CONCRETE •••: CONCRETE EXTERIORFLOOR SLAB i `FLOOR SLAB ,Oa'-o" . I [CONCRETE 100'-0" .. /' WALL '� SECTIONS CONT 1/2" PMEJ j CONT 1/2" PMEJ I AND SEALANT AT ARCHITECTURAL MASONRY AND SEALANT AT " CONCRETE PAVING •' CONCRETE PAVING TYP TO 8" BELOW FF TYP 0 12" SMOOTH FACE CMU 0 I It ad © WALL SECTION 0WALL SECTION SHEET: 0 " 3/4 =1'-0" 042911 C\A033-002_ELNPN 3/4"=,'-O" 042911 C/A033-001_ELNPN A3 . 3 c. '41 O o l CJ (Z7 co Q W O• Q U O m U 411114C Q 0 O n (� c.c. ...,Ce M F v 5- N (O W ,,iD (n Z N W lL r Q co U 01 v L_ U ael " < co a c6Ln O N H N Ws...,- r doZ(w cn aZZW L` < D - � tY, O ` < , CC wr-*< aO c o }N O N_m_J W O a W ecNDO'no WOW1Z�VyIa} Z <zZO0ww 00 OWD Q W O Oa00WwOZOa< z< < ivimW'aWWa°PP<L93 <.. «im,,,x IUOOWa D W Z Z O 5 W WWW 0 C'W OgWNimm N I W U a,L w,xO K U d O (r) F7o�ZOa2QI/fWQad'Qi a co A4.1 1'-2" i- ,--r---, J A REF BLDG EL }=� IF TOM �S I z l ••' 1 0 i- w o c, CC) � Li- pi • 00 zz WATERPROOFING - MEMBRANE O % CD 4V 4.4 Alik 1:22) c.._. Ln 0 .. NV ' Ln a ,, t 1 ROOFING O OZ V4 4I SYSTEM ., U :•R I%; LLI ov 1: ■TIM I III E 2 w Q .. '7'LL ': Y• 3; E-4 cx ao W $ •. as : '' z ;- m •• 0 i. 8" CMU WITH .--zMASONRY FILL A INSULATION TO ROOF DECK ISSUE BLOCK / 8" 2,_0" y / / i A4.2 Allk TAPER TAPER ;` ak alk _ :.. SIM A4.1 SIM A4.1 ATERPRO• ING SIM 116'-0" 10 I . WATERPROOFING _ I '� I •;• MEMBRANE NASULATION I/ ~ I ! —— MEMBRANE —— 115'-4" =c 115'-4" �1 115_'_-4" _c ATERPROOFING TO PRIMARY ;O v $ TOM I �. • I © $ TOM I MA ! - 0TOM I w I I_ I Ak MEMBRANE ROOF DRAIN, c� - SEV �•'r AI '� ROOFING ' W BO SCUPPER ■ :; — w i 1 ■ co •�� —— $ 4" ABOVE PRIMARY DRAIN INLET �;: _ A4.1 `a: •�� '• i �r .. ROOFING SYSTEM SLOPE I �� , SLOPE SYSTEM '�""'� �� u"'f""'I"'u.�,�„"� _ • • SLOPE• d ;- ��m"�� IYIIIIMAIIiw� • •'I ' - ; �, 1SLOPE u�lli;�►1\`••�11l111 1111 illllllllillllitllitlllllflllfllltlilfllltllilll _ � — � •' . PRIMARY DRAIN INLET / ��:• = Illllttlllll'11111111gr'�� ____ _ 1 1/2" WATER __ • z' ' NOT INCLUDING SUMP al ..INIENTlaill ��e�w�tj ' a s'�I� 7i��M��, ':' REF STRUC DRAINAGE EIFS 71 JBE �:•. ROUTE OVERFLOW DRAIN ■:. `'� •; ■. a •. :•, • PIPE AS HIGH AS REF STRUC ?2 S 7 REF STRUC �' ": • POSSIBLE JBE ■:•. JBE • OA 'o INAU 8" SMOOTH FACE CMU WITHZ 7. .. IN_ '� MASONRY FILL INSULATION :Z tal.: f:. - :, ROOFING SYSTEM TO ROOF DECK �;.; - I. s' .•: •.� CHECKED BY: BACKER ROD AND SEALANT ' -:. __ \ 4, 112'-0" I :•:s:':•: I AROUND PIPE PENETRATION : ;: WRAP OVERFLOW PIPES B.. ~' O BOM I w I �, DRAWN BY: pi PRIMARY ROOF DRAIN . as m1;; WITH INSULATION Q; :• II - = s'� .::. ;V :•. 1 I ;; : ALE NAME: 150-A034 MA V ••, Alk •,4. 9P0 PROTO CYCLE: 012712 •:: ;: .S w4 U A 8.2 .�. , 1 1/2" WATER BA A: y• f DOCUMENT DATE: 041012 / mA V 1 1 IN WATER ::•: ❖ = DRAINAGE EIFS •-. DOOR TRACK - DRAINAGE EIFS M7 - _ � um•' ai• INSTALL TIGHT �'�' - � ' 8" SMOOTH FACE CMU WITH . Z� TO WALL :um'A N A EIFS TO CONTINUE _ me' 8" SMOOTH FACE CMU WITH MA ON EXTERIOR RETURN 14 , MASONRY FILL INSULATION BIA BI::. MASONRY FILL INSULATION ��'� ,' TO ROOF DECK I: TO ROOF DECK - • . •�: = / Zi• � ark - VI 4 404 4 t' CEILING AS .� ; Alli ' , Ark 1.46, .6.4 Mi. • MA V MA V -LP • -,-- 41.4...d. NV - = •;• ,;: -.. = SCHEDULED #342 W .. , ff 0 . 107-9 1/2" = 0107'-9 1/2" in 1/2" _ 3. 's BO EIFS BO EIFS I '•� 0107-9 BO EIFS - o • .• L } s 1 '•A SIM _ •• 6� iE V •. ,. ,. n N. 11-A8.2 '- : : r s Iii rCART STORAGE I 4 :� CART STORAGE - •:; 8" ARCHITECTURAL I • b. �a ::: i0' .. b MASONRY WITH MASONRY I a - 8" ARCHITECTURAL = FILL INSULATION L:: '•� MASONRY BEYOND = ;.; a 104'-8" ',.: : • •, ALUMINUM STOREFRONT 11, BOS ��' 8" ARCHITECTURAL 'i = 0,4 5 MASONRY WITH MASONRY ' •* -vs N _ • : alk FILL INSULATION a y: NW C Po %. •• _ am SECTIONAL Ai 4' U • _I = OVERHEAD DOOR p• V ANODIZED ALUMINUM 7B-A8.1 p 4"X 4"X 1/4" : SOLID PANEL BY7: ANGLE BEYOND STOREFRONT .! • '� MANUFACTURER 71 1 ARCHITECTURAL CONCRETE CURB K CONCRETE CURB 44 • 3 ;� MASONRY BEYOND WHERE INDICATED ;� WHERE INDICATED ; ON PLANS '•i ON PLANS CONC CURB , : CONCRETE 9 / F.s 411111\)7:, \ CONCRETE :s FLOOR SLAB ---\ — r CONCRETE FLOOR FLOOR SLAB :" EXTERIOR / SP2.1 �' � �� CONCRETE A8.2 •- SLAB " : SLOPE FLOOR • SLAB •• 1 • 100'-0" �^ 100'-0" ( iK _ _ 100'-0„ a. • a . d :i WALL 0FFEL d� a a d 0FFEL \ . - • t . FFEL a, \ . . • / e . a , l� . , . Q Y •�, . . .- a T- -- e . . e . . SECTIONS "1_ ::": 8" SMOOTH FACE CMU / Q CONT 1/2" PMEJ AND CONT 1/2" PMEJ AND CONT 1/2" PMEJ AND CONT 1/2" PMEJ AND ;:: v SEALANT TYP SEALANT TYP SEALANT TYP SEALANT TYP SECTION AT N 0 NI CART STORAGE WALL SECTION WALL SECTION 0 NOT USED 0 NOT USED 1 WALL SECTION- 6 SHEET:o 3/4" = 1'-0" 102811 C/AO34-006_ELNPN 3/4"=1'-0" 102811 C/A034-005_ELNPN 4 3/4"=1'-0" 102811 C\A030-004-ELUR 1 3/4"=1'-0" 012712 C/A034-001_ELNPN A3 . 4 `I 0. N 0 V z CDQ W �� Q E U ma 0 o Ce rn F a D N N W M D N Z LIS u- 1i r < i U V LL_ N anEn a of O N 0 I- N F' W QQ N U WowY ca, -- <z wo z< D 7 W O << z/1 z.01 elOUya_Owo3w a `CD)-w 2°30 rcLL ,�--00tA- Ww_Jzrnar <CzowW aoz Z o0006o O 3w¢zW'mWazopz p zu&OOaOw< z < m awrcnort ,,a R•ZZO5WFyWW"WCC 0w d 0w0041W¢C2U OWO22 ,n wU Di- OnU,D ((I) Fs5'_^25'32avwi<rcrc<<f- 6.9 6.9 co co a4" • ci Z 125' 4° (' - - J D TOM I a LI LI z WATERPROOFING :- / W ® o MEMBRANE 4 REF STRUC ' •° ►-711lfllIMII111IIIM 1tuft!tJllIJI-MNUIJII/N/JJJIIAJtt!!INTI/! 1 I fllllllt//11I!!l)ll/ JBE a��fl !!//Ji/////t/INIt.�J/I/I/JtlNtltltlllllll/lltNllJlllJlt)J/tlllll MaWamaWain ',l -1 1 \ a _ — .�__. REF STRUCTURAL z �N P� 11 II i JBE 00 0 W z i2, STANDING SEAM METAL \ STANDING SEAM METALin ROOF OVER 122'-10 5 8" ROOF OVER O 0 Zi - - =;� POLYETHYLENE/ BOS --N POLYETHYLENE/ RUBBERIZED ASPHALT RUBBERIZED ASPHALT ROOFING r 2'-10" SYSTEM I UNDERLAYMENT OVER / UNDERLAYMENT OVER I �:_'.. 1/2" PLYWOOD PRE-FINISHED 1/2" PLYWOOD w F SHEATHING OVER RIGID METAL SOFFIT SHEATHING OVER RIGID 'N' o� o 1--�-1 LI) 0.' ''� r INSULATION OVER PANEL INSULATION OVER a - METAL DECKING METAL DECKING p O o z CONT 3/4" BACKER ^• \ REF STRUCTURAL ROD AND SEALANT E W M O o o 0 1---i 2 z PP II. ISSUE BLOCK CID B.4 STEEL JOIST ALUMINUM STEEL JOIST REF STRUCTURAL STOREFRONT REF STRUCTURAL a8" , a 8,. , - W � � '1 ATERANE ING W ATERPROOFING -- MEMBRANE -- MEMBRANE 115'-4" \ � e 4., 115'-4" :s 115'-4" �, TAPERED INSULATION \ :::is..--imi TAPERED INSULATION $ BOS I TOM I ,••. SLOPED 1/2" PER FT TOM ( SLOPED 1/2" PER FTTO ROOF DRAIN � - TO ROOF DRAIN\ -ROOFING SYSTEM \ ^ROOFING SYSTEM ) 21•0000Q :i� ''�1v�111111i� aooa `' '��1�1 1��0■ -• VESTIBULE HSS BEAM As.2 VESTIBULE M © "i■Gir�ll�lll 1��11 2 �,''� I�11l��■ �i ® � ! !:::/�� f;� A4.1 t:} ': :��— REF STRUCTURALIII - �REF STRUC .REF STRUC r'' JBE p 19 JBE 44 +N CHECKED BY: - • -- :Ail. 111'-10" IBOS l a1 DRAWN BY: . aFlLE NAME: 150-AO35 °� '• °d OTO CYCLE 012712 r. '" DOCUMENT DATE 041012 8" SPLIT FACE CMU WITH .' ; Z,ct, MASONRY FILL INSULATION 110' 0" TO ROOF DECK 11, BOM 'r' r' 140 Pi A 44 -v, q_..k:r. A: j 5424 w .+ •4', S 107'-9 1/2" 4F ORS ,o 8" SMOOTH FACE CMU WITH $ BOS 8" SPLIT FACE MASONRY FILL INSULATION a: TO ROOF DECK CMU BEYOND ®Mill SIM '•:.;' �; :. j 8" SPLIT FACE CMU WITH SMOOTH FACE ON P. MASONRY FILL INSULATION ALUMINUM C. ;• RETURN 6" SMOOTH FACE CMU TO ROOF DECK <; STOREFRONT s WITH MASONRY FILL y INSULATION •: A. !f a : o, 3 i:: •' CONCRETE CURB CONCRETE CURB ; WHERE INDICATED WHERE INDICATED ;:; Irair ON PLANS �! ON PLANS • ;:: SIM a :; 4 4 X SIM ,.' [CONCRETE FLOOR1:';i!I:11 a 4 [CONCRETE FLOOR • < NrIW ; rCONCRETE Lk: ( CONCRETE EXTERIOR 100'-0' I °. SLAB 100'-0" I as• SLAB •100'-0" : / FLOOR SLAB FLOOR SLAB \• $ FF EL c \ r;; $ FF EL a ,'• I : $ FF EL " a4 .. _ vI [CONCRETE e a WALL FF EL d� q e. • d' o. n d ' d " a d . . Y a • SECTIONS CONT 1/2" PMEJ AND 4. E; SEALANT TYP • y' i3 CONT 1/2" PMEJ AND CONT 1/2" PMEJ AND d •a SEALANT TYP SEALANT TYP N N d- 00 N WALL SECTION WALL SECTION WALL SECTION WALL SECTION o SHEET: 0 4 3/4"=1'-0" 033111A035-004_ELNPN © 3/4"=1'-0" 033111AO35 003_ELNPN © 3/4"=1'-0" 042911 C/AO35 002_ELUR 3/4"=c-0" 102811 AO35 001_ELUR A3 . 5 d- a SHEET NOTES1 _ W:_I g \ W3 1. HEM ALL EXPOSED FLASHING EDGES ( a < oo 2. REFERENCE SHEET A7 FOR SCHEDULE m U F- FINISH KEY m Cie f N N CD LL (h Lj N Z (11) LLw m CD U O W LL N U CO `O a M m N 0 I- N W CO D W a' 0 Z 0 H Q 0 a P 1 1/2" WATER DRAINAGE EIFS ON L 5/8" GYPSUM SHEATHING -] I SEAL EDGE OF FLASHING INSTALL 5/8" EXTERIOR PLYWOODZALUMINUM STOREFRONT Z SHEATHING IN LIEU OF GYPSUM a SHEATHING FOR BOTTOM 1'-6" NOTE: PARAPET COPING 1 4" SHIM WITH SEALANT 3/4" JOINT WITH BACKER ROD MODIFY DETAIL AS / PROVIDE CORNER AND SEALANT. PROVIDE WEEPS REQDFOR WATER BY EIFS MFR I zz WATERPROOFING PER MFR RECOMMENDATIONS, c� NOTE: DRAINAGE EIFS PREFINISHED METAL FLASHING HSS BEAM 0 MEMBRANE 1 '1 WATERPROOFING MEMBRANE MODIFY DETAIL AS REF SPECS CONTINUOUS SEALANT � REF STRUC TYP FULLY ADHERED FORDBY WATERFS MFRDRIP EDGEWOOD FIBER TAPERED EDGE STRIP re / ' Y i7 / ) 40, MEMBRANE FLASHING DRAINAGE EIFSCOUNTER FLASHING ► ��REF SPECS \ WATERPROOFING MEMBRANE / \ .�� r4. CONTINUOUS SEALANT \\ - /►o ♦� (2) 2x TREATED WOOD i 1 1/2" WATER DRAINAGE • �4 r♦ BEAD AT FLASHING ■ hEIFS ON CMU ••�� • \ BLOCKING8O WALLASHING FULLY ADHERE EXTEND MEMBRANE BELOW \ ROOFING MEMBRANE .017 M .1t %?j4rer/1 \I •W'" r�� BLOCKING AND SECUREN \ ��•• �4, "Iiii,........../r77.-----..............Tit SEAL EDGE OF FLASHING lPREFINISHED METAL ��E ♦4_•, 1" CONTINUOUS TERMINATION o 94 3/4" JOINT WITH BACKER R00BAR WITH DRIVE PIN OR SCREW N FLASHING - , /.;• AND SEALANT. PROVIDE WEEPS `Nk•4 ANCHORS AT EA STUD / %< �a� 11 PER MFR RECOMMENDATIONS, •■��I �� 4- O i i i / ,�4 "0 X104101 REF SPECS 02 r� EDGE SEALANT AS READ BY MFR ,� ` dol X1110 ��•r_�� j� \ CONTINUOUS METAL CLEAT ♦ ' ♦� - 01011110111 .��._�� pre. .� �I .' �� •i, .. .moi WATERPROOFING MEMBRANE44 -.411:1104110 STRUCTURE DIRECTION DRIP EDGE �� STRUCTURE (VARIES)- \ •� / ♦, pi �, 0410 MAY VARY rj4■��4 - 1/4" X 6" MASONRY �• IIIIIIpp1141111411q 011i0j01001111 REF STRUCTURAL 1.4 .e .�+ ±�I '� ►. _ •_' INSULATION SCREW ANCHOR AT .♦ ♦, '�' ``��II111 P. �j4 FASTENER AND PLATE 12" OC STAGGERED ♦ , REF 2-A4.2 FOR PARAPET STEP 2X WOOD BLOCKING ® FLASHING DETAIL FLASHING SECTION 10 FLASDHING DETAIL 1 1/2"=1'-0" 102811 C\A037-012_ELUR 1 1 2"=1'-0" 082710 C A037-011 0PARAPET STEP FLASHING 1 -A NTS 042911 A037-013 ISSUE BLOCK I i NO WALL PANEL SYSTEM 7c2/1 u I WALL PANEL SUPPORT AT SIM CONDITION r // / // CHANNELS REF WALLI / :; SECTIONS FOR ATTACHMENTS COUNTER FLASHING 4, ., 1:. / \ RAKE JOINT AND • .♦, CONT SEALANT GALVANIZED ANCHORS X11 • ..' .♦ / ♦, WITH NEOPRENE WASHERS I .♦ / •l C / ONT SEALANT WOOD FIBER TAPERED ♦- \ •♦� / I EDGE STRIP Ik I re :♦; L LINTEL :. / .:� REF ESTRUCTURAL WATERPROOFING MEMBRANE JI ,�.iiii v '♦ , TREATED 2x WOOD NAILER SLOPE "•♦ •.' •♦ / ♦• METAL COPING �� ' . .., • CHECKED BY: ...�u111111�1��♦1�1II . ♦� DRAWN BY: EXTEND MEMBRANE BELOW �— • '• �• • - � NAILER AND SECURE F- , L / ♦i I FILE NAME: 150-A037 ♦�• , ; �.v � e� �e -l. OVERHEAD TRACK PROTO CYCLE: 012712 1 F s�(I I AND DOOR • CONT CONTINUOUS METAL CLEAT :♦ / • d• :, ♦ �:, SEALANT � i NOT USED DOCUMENT DATE: " STEEL 1/4"x4" MASONRY \ e •• •D ; •• ♦, I I I PAWT7T0 MATCH � LATE 6 ET ., SCREW ANCHOR AT ��: ♦ 1. I I EXTERIOR WALL COLOR � 17L ,� ,� 12" OC STAGGERED • HEADER DETAIL -,�,�,OB F1`,Znir ,;,M_l GROUT TOP COURSE SOLIDBEYOND•, 4" X 4" X 1/4" ANGLE �,� FLASHING DETAIL NOT USED AT CART STORAGE NOT USED 'if #5424 s. 9 3"=1'-0" 102811 C\A037-009_ELUR 8 O 3"=1'-0" 102811 C\a037-007_ELUR © a •F 0 0 SEAL EDGE OF FLASHING TO MASONRY GALVANIZED ANCHORS BACKER ROD AND SEALANT WITH NEOPRENE ALLOW FOR PROPER WASHERS AT 6"OC CLEARANCE FOR DRAINAGE PER MFR RECOMMENDATIONS / i 1 LINTEL GALVANIZED SHEET •�, `' REF STRUCTURAL METAL FLASHING �li•�� / " GALVANIZED SHEET METAL 8 1/2" INSULATED 2"1- sr• yZ� ,�, ► ' 111 POP RIVET AND SOLDER PRECAST PANEL URETHANE SEALANT \ rtl.' AROUND PERIMETER • 1Iw•_`='-'+4ALL AROUND 2 1/2" METAL STUD M \J�/y\J�, i N CONT SEALANT 1 1/2" WATER DRAINAGE EIFS EXTEND SCUPPER PAST / ri AROUND SHEET �� WALL 1 1/2" MIN g WATERPROOFING MEMBRANE a METAL FLASHING ON 5/8" PLYWOOD SHEATHING I .- i 2x WOOD BLOCKING AROUND 1 • -2" MEMBRANE FLASHING SEAL EDGE OF FLASHING ♦♦ PERIMETER OF OPENING 20 GA GALVANIZED SHEET WALL OPENING TO SHEATHING • METAL SCUPPER IN FULL BED 2" REF ROOF PLAN ♦♦ • N► C OF SEALANT PAINT TO MATCH --/---,/ ♦ . 2:�I ADJACENT WALL o t1.i !' EDGE SEALANT IF READ • �:.� "' 1 �-:.•..•_..., BY MFR 3/4" BACKER ROD AND SEALANT • N \ PROVIDE WEEPS PER MFR A a MEMBRANE FLASHING } RECOMMENDATION, REF SPECS- — \ Si I WOOD NAILER _1 a > I •• *4 ,� w w NOTE: / ) _ yy N ROOFING SYSTEM 0 SCUPPER �_. i�' �,� > MODIFY DETAIL AS EXTERIOR 2 NCE ROOF MEMBRANE g;y. p, REF SPEC REQD BY EIFS • DETAILS ■ (NOT INCLUDING SUMP) :.IibIlllt ��IIA" - \ MFR FOR WATER ♦ • N DRAINAGE EIFS • GALVANIZED ANCHORS WITH _NEOPRENE WASHERS AT 6"OC �, METAL DECK ��- METAL FLASHING IN GALVANIZED SHEET METAL CLIP AT FACE m.•.1 � REF STRUCTURAL2,4 \• •♦ m AROUND PERIMETER OF OPENINGOF WALL �'•' ': CONT BED OF SEALANT Mt.• .•, PAINT TO MATCH EIFS . CONTINUOUS SEALANT N �A'� '�' M I OVERFLOW MATERIAL (4) SCUPPER DETAIL © NOT USED SCUPPER ELEVATION TRANSITION SECTION SHEET: o 1"=1'-0" 052711 C\A037-004_ELUR 1 1/2"=1'-0" 062411 C\A037-002 3"=1'-0" 052711 C\a037-001_ELUR A3 . 7 PARAPET WALL S NOTE: ALL MEMBRANE SHOULD BE SHEET NOTES KEYNOTES ROOF LEGEND 1 INSTALLED PERPENDICULAR TO METAL Z FULL SHEETS -I F, d DECK FLUTES w ; NOTE: THE PERIMETER IS REQUIRED 1. REFER TO MECHANICAL DRAWINGS FOR VENTS AND FLUE 5. REF A4.1 FOR TYPICAL ROOF PENETRATION DETAILS 5.27 METAL CANOPY DECK AND t EXHAUST FAN ? i STRUCTURE, WITH EXPOSED SURFACES TO HAVE ENHANCED FASTENING. THE LOCATIONS m c) �\ PERIMETER MUST BE ATTACHED WITH 6. LOCATIONS OF RTU'S, AND AHU'S ARE APPROXIMATE, PAINTED cc ca HALF SHEETS AND INTERMEDIATE 2. PROVIDE CRICKET AT ALL MECHANICAL EQUIPMENT, SKYLIGHTS, CONTRACTOR MAY ADJUST LOCATIONS SO EDGES OF CURB FALL RTU g La BATTEN STRIPS. THE OUTSIDE 21-0" 4'-0" 7.03 METAL GUTTER PAINTED UNO (SIZE �� RTU'S, ETC. INSTALL ROOFING INSULATION WITH 1/2" PER FOOT WITHIN 3" OF JOIST PANEL POINTS. IF CURB CANNOT BE41C i BATTEN AND CORNER ATTACHMENTS MUST BE a - SLOPE TO PROVIDE POSITIVE DRAINAGE AROUND UNITS NOTED BESIDE KEYNOTE) Cle . 5 FURTHER ENHANCED. FOR ENHANCED ' ADJUSTED SO BOTH CURB EDGES ARE WITHIN 3" OF JOIST N COVER STRIPS PANEL POINTS, ADD REINFORCING PER STRUC TO JOIST WHERE `q ar FASTENING REFER TO REQUIREMENTS I 7.08 STANDING SEAM METAL ROOF PANELS AHU HALF SHEETS FOR FM 1-90 ROOFS. INSTALL m REF PLAN FOR 3. ALL SKYLIGHT DIMENSIONS TO CENTERLINE DIRECTLY UNIT. DO NOT CURB EDGE/EDGES ARE MORE THEN 3" FROM JOINT PANEL w �� _ INSTALL EQUIPMENT, PIPING, OR CONDUITS UNDERENHANCED FASTENING PER MFGLOCAPERPOINT.zo =° ° _ itim ' a LOCATIONS SKYLIGHT WELLS UNLESS INDICATED OTHERWISE ON PLANS. REF STRUC 7.19 OVERFLOW SCUPPER (SIZE NOTED (J Y ° ° ° ° ° ° ° ° 0 ° 0 0 ° ° ° ° ° ° ° ° ° SPECIFIC DETAILS ' �!1 DO NOT LOCATE BRIDGING BELOW SKYLIGHTS WHERE POSSIBLE. BESIDE KEYNOTE) LL ow z w REFERENCE MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL 7. REF SHEET A7 FOR SCHEDULE FINISH KEY SKYLIGHT m a cic n is _ - OVERFLOW DRAIN�� _ oPLACEMENT INFORMATION o I OPENINGS SHALL Cel $ W o , , , , , , , , , ,) o N NOT BE PLACED IN _ ~ N I NI 4. MAINTAIN 8" MIN FROM TOP OF ROOF MEMBRANE TO TOP OF J ° ° N JAMB AREA CURB AT CRICKETS i VENTILATION HOOD Ll- ° ° ° ° ° r ROOF DRAINS ADJACENT TO EDGE REF PLUMBING OF SCUPPER ILI 1 REF MECH SUMP, TYP OPENINGS L-J la go> \ EDGE OF TAPERED REF STRUCTURAL D ogirt 'a- o 1 zN 10' O" MIN ENHANCED FASTENERS ROOF INSULATION, FOR WIDTH OF JAMB X rcF*<<`foBWwNQcio ARE REQUIRED AT ALL TYP x. a`)_No�N2IX-Iwo3w OUTSIDE CORNERS EXTERIOR WALL Oa`"W*0 wx,,,-,--0_,- LLc(2 LL, -.c.wa > ¢m UPLIFT DETAIL ROOF DRAIN DETAIL ! 3a...W..ww��HL co © NTS 082809 C\A040 003 © 1/8'-1'-O" 051009 A040 002 f -I <et -ci-a�zm4<o za o a=zoswFwwwpo0,g a- (oowm¢,¢ o-owo F- rw"NO_ cOfeogrAO ((I) FSV,326 2iN<fl0CI 9 © I© ® co9 . , , 6 6.5 O ® 8 9 I in TAPERED z INSULATIONr I I- +4.00" 4J I I I a I z ABOVE BASE p SOLATION ___ i----- �� aif_ a\ 9 - - c-7 - 0 _ \•\f - % / 1 8'-0" TYP 1 .'\ I _ _ N,, ; _ / L L 7-A2.14 - - - - THIS SIDE 1-A4.1 1, `r 7 I \ z TYP ALL <...; . ��/ \\ 00 z OUTSIDE "''.: :r I �I�\vll��Ill TAPERED CORNERS 'INii•� Igiir I i I C I C I I I \ 0 0 '" >` FM 1-90 \ I. TAPERED INSULATION Me ©� 7._11" \ • ' INSULATION O O o +4.00" ( / I I I I I SATELLITE DISHIIM \ +4.00" 19 c ABOVE BASE lira ' AREA ABOVE BASE W 'O H I INSULATION I I 0 REF 5-A4.1 I �-y p3 oc� __ I ED> I �� 0 1 0I J INSULATION a _ _ x - -t-- -Wei 0 la 0 0 1-A'. / net 1 ROOF I I I SII TAPERED �`' 10 , HATCH ROOF SLOPE _ _ �I; Q W - INSULATION I �/ FM 1-90 I� 1/4" PER 1'-0" �rl' An iii O +4.00" 0 I TYP ENTIRE ® 41> TYP ��■_ �� iii p..,, H C I / PERIMETER i X C <11 it o O T h (n O ABOVE BASE 12-4 — P ROOF SLOPE ii I `..J INSULATION 1 1 !I N O �--1 ism - � � :IIIA � -Cr� - �' aci o � ! ° D IDs TYP - 12TYA4.1� —P �'= '��' 6"X72"11 z o 41\ ED ! ' 1t RAC` ® ilk 10 ��: IIC \.�. :'� F-0 C ,IitCI o " • d10 1 \\�\\, �-�7`a11►t •aal� TYP ENTIRE TAPE ' ISSUE BLOCK o - �\ 1“. \�\\�•� --. PERIMETER NSULARION 6"X72 • a} Co I��■� \�� \t\; / 7.19 •• r7 -- W _ \\ �'E 1111 <11 ` 0 �® � ME I( IITh 1 a i 4411 , , ��1, ABOVE BASE TYP . . Mi rlk \_�/ INSULATION 0 0 I - - - - � _ OVERFLOW DRAIN TAPERED �= x ` - Jfifii� 1 OPENINGS SHALL NOT BE INSULATION `�i ��■�, / �� j n +4.00" (`-- �� '\��i- r� ,r EA - , I ADJACDENIT TO EDGEN JAMB OF ABOVE BASE �' IIS-IL i.agr 1 ~M ' N SCUPPER OPENINGS INSULATION �rrr■ m REF STRUCTURAL FOR OVERFLOW DRAIN TAPERED �,��_ ��" , OF JAMB OPENINGS SHALL NOT BE INSULATION -- �` �� T - `;Ii a `T' ___` 1 WIDTH PLACED IN JAMB AREA TYP 10 1 J ■' ' al VIII a �j �� b ADJACENT TO EDGE OF 12-A4.1 01 I'�__7, N.,,,_II in •• 4:d SCUPPER OPENINGS TYP �I ® ' II I I REF STRUCTURAL FOR ,a Vii'- ID TYP r�,iia�a r rl,my 11 W DTH OF JAMB V • 6"X72" 24 1 \\ �', ♦ CI:j 40C4 <III al NOTE:PROVIDE WALKPADS AT o\ "\� �& \., are- ¢ - tr I Al 7.19 ALL AHU AND RTU LOCATIONS. PI - ::�m � i_ 1 REF 10-A4.1 lo T I ��m��HI ROOF SLOPE ROOF SLOPE 8'-0" TYP m i d _ TIL _ II \*�� / THIS SIDE �� _ © I II % 0 �\ > inR� -# Cri IINIIIPliai TAPERED 01 mil INSULATION 6"X72 i I v) TAPERED CHECKED BY: P ' N1 CO F INSULATION +4.00" nk I ricispo.r i Irr TYP ABOVE BASEONDRAWN BY: 7.-0" TYP 11 C ":£ , EI : :.• I , FILE NAME: 150-A040 THIS SIDE � jtis::;:;;::>; 1-A4.1 TAPERED w / TYP , E INSULATION 0D M> % PROTO CYCLE: 012712 i +4.00" 0 DOCUMENT DATE: 041012 ABOVE BASE 1 _ _F _ Aa__ _ ' i •• D INSULATION I - - 1114 -1ITh4" -� 'I - D � FM 1-90 -Ls-vi D _ _ II� ot?U► EA:i 1-A4.1 oy : TYP ENTIRE q 'r� ow% PERIMETER I 1 (0 IC I C ��_ 11 CI ✓- �� /� h , I ` / ® PF ROOF SLOPE ROOF SLOPEArk T ' IIIIN TYP OF 3 © iIf , I1/4" PER 1' O" dPW 10 • #5424 all ......... . TYP 4�\ Eft [ThI C l - TAPERED O 4F Q,v O o • O_ —. • -- 1 �,II INULnTION- i N a >- I -2., 'I ) i +4.00" \ I n m I ' �� ABOVE BASE 141\1 ® I�'� I,III00 00 INSULATION :Alt III IVIG r'�N © i _II �' — .„ • 6"X72" ) '01 7 MirFM T 90 719 ; in TYP �- / - , I;I TAPERED 11E> III> a a • �Ili INSULATION / JAI +4.00" C I / - - - - \ I cam; I II //�/ \� �,I, ABOVE BASE �- iii 4� I \ �I'' INSULATION B I O 0 FM 1-90 I --�- a i.. • I EP RIMETERTYP EI I FM TYPENTIRE 'a i PERIMETER Q I I 0 _ / _ �1 ROOF LOPE1. (- :'>l 1/4" PE 1'-0" 1 . i :—i0 TYP C Ai _CID 0 L — HrH f_ - i - -a!- - �; TAPERED CID _ _ _ _ = CI=__� _ _� _ _ 1 - - - - -� �' INSULATION O 0 TAPERED a �! _ +4 00" INSULATION I ABOVE BASE +4.00" 1 , / a n n n n n INSULATION ABOVE BASE as "rat ' I � � 1 j � I i I I i I I Ill . , . i INSULATION 1 � L L L ' _� CANOPY BELOW ROOF II a 1 I I I I I I I I REF 3-A4.3 I I I PLAN ' CANOPY BELOW ° REY 21-A4'3 ° ° I 1 I I I I I O © © CI CD © CD 6 6.5 6.8 O ® 8 8.5 a 9 a r a N .. ROOF PLAN O o SHEET: N 1 20'-0" 012712 a040-001-f 0 A \ •�I U Z Q w C U O Q m Q 0 M 0) LLI Ce F r• 5 N N N W M z N Z U LLw co U V w r-U N a 18 NOT USED CO • 0 PREMOLDED CLOSURE STRIP r N SELF DRILLING SCREWS AT BOTTOM SIDE OF DECK WITH NEOPRENE WASHER METAL DECK N O T USED w Nm Q0 gz< CONT SHEET METAL CLEAT REF STRUC D o -- owi9 ONIY SECURED BETWEEN METAL I - - - - - w �Fz<`¢w.-w -z DECK & HSS 20 �_ awk>• w,L,„.rz�oi,a. N O T USED „ NOS,swo�w 1/8” X 1" GUTTER -_ - - - 16 O ^ w=��$oraw�ai STRAP — z 3aaso�w wrcobec 0 zu,W omai.i?aoaF`o3 BENT PLATE GUTTER = ' }! �� w <`F<F�F4 Uj�NJ U U o N ur¢C 0 w 0 BRACKET SECURE TO 4 1' , a NwU�FB w�sZKNN HSS it REF STRUC HSS \ / ��Nioa�a�Na��'aR � TRIM ROOF MEMBRANE 11 iav 6'-O" TO WITHIN 1/2" OF > i CLAMPING RING SEAL IN hi v, GUTTER AND BRACKET 2'-°" IN SUMP IN 1 :::$• INSULATION s >:' TAPER TAPER FOR SECONDARY 1 1 2"=1'-0" 033111 C\A041-019 R' DRAIN. WATERPROOFING to. '3 MEMBRANE SECONDARY DRAINS ARE NOT z / - Tom\ I TO HAVE 2" J SCUPPER OPENING BEYOND y, COLLAR/DAMS v) NOTE: IT IS CRITICAL THAT THE TRIM ROOF MEMBRANE TO WITHIN 1/2" REF ROOF PLAN FOR SIZE ?, o OF CLAMPING RING SEAL NOTE: 1 I 0 BOTTOM OF THE SCUPPER IS 2" AND LOCATION LINTEL ABOVE ROOFING AT THE REF BUILDING ELEVATIONSSLOPE SLOPE S� LOPE REF STRUC SECONDARY DRAIN FOR SCUPPER MASONRY IIl - 1 GALVANIZED ANCHORS / whom. �,i��I�I,I 5 -0 OPENING HEIGHTS WITH NEOPRENE WASHERS 2'-0" 2'-0" 1'-0" 2'-0" 2'-0" .,� ��` AT 6"OC )♦♦ SCUPPER OPENING BEYOND / / / / / , r. _�,,�� ♦ REF ROOF PLAN FOR SIZE GROUT BLOCK COURSE . awawaW�a Z >♦♦ AND LOCATION TAPER INSUL TAPER INSUL BELOW SCUPPER SOLID ' �._��L CONT SEALANT 141 TO PRIMARY DR IN UNO TO PRIMARY DRAIN �-r�� , O AROUND PERIMETER . . TYP I / ( TYPit REF STRUC r � , IMIMNIMII FULLY ADHERED WATERPROOFING I I 0 JBE \\� \ 0 0 y;' ,; 0 GRIND CMU SMOOTH �♦ 1 MEMBRANE ' GALVANIZED SHEET ��j� \ METAL CLIP AT FACE ♦� ♦i GALVANIZED SHEET METAL r7 OF WALL AROUND ♦ ►• POP RIVET AND SOLDER ALL • • �)� w PERIMETER OF OPENING � ��Q AROUND ••'1" F-+O-�1 - 0.4 EXTEND SCUPPER • '�_�>�♦�♦�♦ _44 r=� o � �� r �_�_�_�_�_�_�, I } SEALANT AND BACKER O O PAST WALL \ 6 • ? STEEL JOIST z v,).-,5,-, „ �� ROD AROUND PIPE •,4.0i1•' 1 1/2" MIN MEMBRANE FLASHING PENETRATION l -s PRIMARY SIPHONIC ROOF REF STRUC ^ W 0, STEEL PIPE SUPPORT x TRIM ROOF MEMBRANE TO WITHIN •4. DRAIN SYSTEM FN-1 REF STRUCTURAL 20 GA GALVANIZED z ¢ REF PLUMBING FOR w O `f� SHEET METAL ��¢ 1/2" OF CLAMPING RING SEAL " LOCATION AND ROUTING OVERFLOW ROOF iiimF-- c CONTINUOUS SEALANT SCUPPER IN FULL Nc I - UNDER DECK - r DRAIN PIPE. T (n ^+ I BED OF SEALANT - N C �:�•� 't ROUTE AS HIGH 0 SUMP TOWARD DRAIN CLAMPING _ ;, ;: - ! PAINT TO MATCH / / O RING - AS POSSIBLE m - jI DRAW BAND ADJ WALL T 1..., ID ! ADD BLOCKING AS -"m :::::F.1:. BETWEEN OR E I FLASHING MEMBRANE ` LI/ ►l WRAP OVERFLOW PIPES WITH INSULATION BENEATH JOISTS REQUIRED AT BOTTOM OF 1I/ �� • REF SPECSzI SCUPPER TO ACHIEVE 2" ►A 6�• - PRIMARY SIPHONIC ROOF OVERFLOW ROOF DRAIN�- % REF STRUCTURAL WRAP PIPE WITH SHALL NOT BE PLACED1 ` i"1"I11111"1,111 ABOVE ROOFING AT THE o., ��i��/��_ �-��♦��-� DRAIN SYSTEM WRAP PRIMARY SIPHONIC PIPE o NSULATION IN JAMB AREA ADJACENT SECONDARY DRAIN ►� ' _ _ �_ 11W___. REF SPECS REF PLUMBING FOR TO EDGE OF SCUPPER SYSTEM WITH INSULATION 1-4 !I��aW� ♦♦ _ '_ . - _ LOCATION AND ROUTING OPENINGS REF SPECS ' ! CONT SEALANT �` I®I �� REF STRUC FOR JAMB / N\ 1 il�r GRIND CMU SMOOTH o; INTERNAL ROOF DRAIN SECTION REINFORCING ISSUE BLOCK GALVANIZED ANCHORS WITH NEOPRENE WASHERS til tAT PRIMARY DRAIN STEEL ANGLE AT 6"OC o1'3/4" = -0" 012811 C\A041-013 ROOF DRAIN SECTION�iREF STRUCTURAL *4 NOTE: !♦♦� • '• \ \ 3/4"=1'-0" 062411 C\A041-012 REF BUILDING ELEVATIONS FOR �j♦� °♦i PENETRATION AT SCUPPER MASONRY OPENING ►♦4 ♦� TYP CONDITION HEIGHTS NOT USED CONDENSER SUPPORT THROUGH WALL OVERFLOW SCUPPER 1 5 051009 C\A041-015A 14 1 1/2" = 1'-0" 052711 C\A041-014 LOCATE WALKWAY PADS WITHIN 3' OF STEEL FRAMING n n ----I'II II STEEL FRAMING H H REF STRUCTURAL H I WALKWAY PADS SPACED 3" APART LOCATED ON WALKWAY PADS ALL 4 SIDES OF AHU ISPACED 3" SKYLIGHT CHECKED BY: AND REFRIGERATION APART LOCATED WALKWAY PADS SPACED HOIISF ON ALL 4 SIDES DRAWN BY: NOTE: FOR ROOF PENETRATIONS N #12x2" SS SCREWS WITH 3" APART LOCATED ON w OF CONDENSER LOCATED WHERE WALKWAY PADS ' > _ n" ALL 4 SIDES OF RTU, b F w RACKS NEOPRENE/SS BONDED #12x2" SS SCREWS WITH MUNTERS UNIT RTU FILE NAME: 150-A041 NOTE: DO NOT INSTALL ARE INSTALLED, TRIM WALKWAY a / NEOPRENE TAPE PROVIDE DOUBLE ROW z > WASHER AT 12" OC NEOPRENE SS BONDED WALK WAY PADS UNTIL PADS 4" FROM EDGE OF ROOF ON ACCESS SIDE OF "oma WASHER AT 12" OC GASKET PROTO CYCLE: 012712 ROOF PENETRATION PENETRATION FLASHING BEFORE UNIT AS SHOWN, VERIFY SWEEP GASKET BY SKYLIGHT FLASHINGS ARE COMPLETE. PAD INSTALLATION. LOCATION IN FIELD „,,,,,,,1/4._ - I�� FULLY ADHERED j COUNTER FLASHING FLASHING MEMBRANE \ MFR FULLY ADHERED DOCUMENT DATE: 041012 `"�i � FULLY ADHERED FLASHING MEMBRANE CENTER WALKWAY PADS ON � .�.� �� EXTEND UP AND OVER ' 7 SAFETY SCREEN FLASHING MEMBRANE WALKWAY PADS ��`lI �� TOP OF CURB II - MANUFACTURED EXTEND UP AND OVER - -MANUFACTURED SPACED 3” APART JIB CRANE SPACED 3" APART la". ' �� " ��\ EXTEND UP AND BEHIND TOP OF CURB - / \ ADJACENT TO AND 6" FROM EDGE OF ROOF �� .��♦�♦ LOCATE WALKWAY CONT EDGE SEALANT Z TREATED 2X WOOD METAL COUNTER •FLASHING ' METAL CURB METAL CURB a ROOF HATCH ETPADS WITHIN 3" IF REQUIRED BY MFRNAILER�� __- OF STEEL FRAMINGCONT EDGE SEALANT CONT EDGE SEALANTh �_ INSULATION IF REQUIRED BY MFRIF REQUIRED BY MFR ,C,. '9O � � WALK i � — PAD iI � ` ROOF MEMBRANE MANUFACTURED ROOF MEMBRANE - INSULATION ROOF MEMBRANE -\ INSULATION -- ~t METAL CURB `�� ' , ` FASTENER AND I / FASTENER AND / FASTENER AND 7 ,124 ROOF HATCH JIB CRANE RTU AHU AND CONDENSER RACKS , PLATE �y PLATE PLATE : . SFO SKYLIGHT PROVIDE CRICKET AT ALL MECHANICAL R E F I G E R A TI 0\ _......_\ EQUIPMENT, SKYLIGHTS, RTU'S, ETC. / \ \ ANGLE WHERE NSULATION / \ \ ANGLE WHERE INSULATION \ \ ANGLE WHERE PAD LAYOUT ( TYP ALL UNITS) ETAPERED QUIPMEN FOOT SLOPE GH TO ACHIEVE, RTU'S,OVIDE ETC. INSTALL DRAINAGE EQUIPMENT ATO 10' MAX WALKWAYLENGTHREF°MFR FOR / \ REQUIRED / \ REQUIRED / \ REQUIRED 1 0 NTS 062411 C\a041-010 AROUND UNITS. ADDITIONAL INFORMATION REF STRUC REF STRUC REF STRUC 1/2"x1/2" ANGLE NOT USED SKYLIGHT CURB MUNTERS UNIT ROOF TOP UNIT 1�/ „ 1y2"1y� 3/16" DIAMETER GRID 1y 'tilt `� 1 1/2"=1'-0" 082809 C\a041-008a 7B 1 1/2"=1'-0" 052705 C\A041-007 7A 1 1/2"=1'-0" 052810 C\a041-007 \ �� Irl A • 2x4 TREATED 0 2x4 TREATED w N WOOD NAILER rj 1/2" - WOOD NAILER o_ I' w w 1,r INSULATION BY < INSULATION BY n. GENERAL Li- / 3/ GENERAL CONTRACTOR C - CONTRACTOR CC C C 3 DECK mil DECK WHOM ANGLE FRAME REQD FOR J OPENINGS IN ROOF DECK GREATER THAN 10" X 10" PROVIDE ROOF PENETRATION AND CURB SHALL BEAR ISTEEL COLUMN IN ACCORDANCE WITH CDN-_/ FULLY ADHERED DIRECTLY ON ANGLE FRAME. MANUFACTURER'S WATERPROOFING MEMBRANE REF STRUC CURB CAN BEAR DECK IF INSTRUCTIONS STORM COLLAR 1 1/2" EIFS ON CMU AT SIM CONDITION 1 LESS THAN 10"X10" ii REF MECH REF STRUCTURAL �i WHERE APPROVED BY LOCAL I PLYWOOD AND TREATED 2X4 JURISDICTION WRAP PIPE WITH BLOCKING (AT STUD METAL PARAPET MOLDED PIPE FLASHING 2FLASHING MEMBRANE o I CONNECTION ONLY) COPING NON - STRUCTURAL G U R B SKYLIGHT CURB JJI 1 REF 3-A4.1 \ _ REF MECH STAINLESS STEEL DRAW II 1" CONTINUOUS TERMINATION SLOP 1 4" WOOD FIBER TAPERED 1� - / PER 1'_ EDGE STRIP X2"� Irl■ ■ ROOF MEMBRANE BAND N BAR WITH DRIVE PIN OR SCREW 0" ROOF MEMBRANE ANCHORS AT 12" OC ROOF kr k \ I. 5 PAC CON FLASHINGNEARa SPLICE TAPE \ EXTERD AND BRANE BELOW'� FASTENER �i Ilt gili%llirai tee__..,..., a y � I AND PIPETYPICAL i 1j PRESSURE SENSITIVE FLASHING % 1C ;aI TREATED 2x WOOD DETAILS 2x4 TREATED cn 2x4 TREATED 11" 1" MOLDED PIPE FLASHING I l� —/ WOOD NAILER p 1.11 al 1� GLASS FIBER _>�- a 1 I -;_IIS . IF REQUIRED FOR SYSTEM 1iraill '� NAILER c� w WOOD NAILER JOIST BEYOND NSULATION 11111111 J' HEAT WELD OR ADHESIVE MILL" 7 TRANSITION -� .' GASKETED FASTENERS a w a INSULATION BY <�� /11 ■ / 1 SEE SPECIFICATIONS 0 a3„ GENERAL CONTRACTOR wa GENERALON BY REF STRUC I , ATTACH TO ROOF o ROOF MEMBRANE ill,w > / > �, ! M r 111111,,,11 , • 1 II• FOR SPACING Lai ( I 1" MIN ROOF '��ppn� GLASS FIBER INSULATION I1I ! a. H111.9�� --- . _. 1 4"x4" MASONRY SCREW w 3" CONTRACTOR -\ �i // INSULATION ��' lig = _ .�. / Q [DECK �I DECK ,, l I t—im lifiV \ INSULATION \ .moi ANCHOR AT 12" OC STAGGERED _ g, GLASS FIBER STRUCTURE VARIES n 111 INSULATION NOTE: WHEN PENETRATION IS NOTE: FOR ELECTRICAL AND (VARIES) IC \ \ I I COLUMN AND JOIST GIRDER FLUE LARGER THAN 6" CONDENSATE PIPE PENETRATIONS ., ,_/ CONTINUOUS METAL CLEAT 66 STRUCTURAL CURB ( AHU ) STRUCTURAL CURB I REF STRUC REF MECH SREF PECIFICATIONS MANUFACTURERS USE SYSTEMETHANE RUBBER SEAL FACE OF CMU OR STUD WALL N WATERPROOFING MEMBRANE N CURB SATELLITE DISH PENETRATION FLUE PENETRATION PENETRATION FLASHING MEMBRANE PARAPET CAP FLASHING SHEET: 1 o 1 1/2"=1' 0" 012712 C\a041-006 1"=1' O" 012712 C\AO41-005 4 1"=1' 0" 122807 C\A041-004 1"=1' 0" 073010 c\A041 003 1 1/2"=1' 0" 012712 C\a041 002 O 3"=1'-O" 042911 C\A041 001a A 4. =I 00 et N Z a a w 3 ,< < oo H 0 rnw oe ,n H `T. N n W N Z N z U aLT t- a N, e LTw „ U U al N a N a N 0 N H N LL'H} O j OarH ,ZZw 1 (1�Q <o er W oFzaa<wlw auo Ix WI-N‹Z o 0 1 W U N w w U p w y,wcXZxo>z N¢m L_ aNBojN~wwv2F1- SEAL EDGE OF FLASHING z `Q`zooWoEScHiEyd,,L'm o 30.:(zw'O'wLd,,Lz oz COUNTER FLASHING "V r• p Q z "i oma aoaFao3 REF SPECS �� or D rczzoDu,wwww_'o-%,J„ 1� r♦/ a_ 00Ub,„,crSSa'N�� CONTINUOUS SEALANT • Pte, co FSS 02 oa <�nif2 BEAD AT FLASHING �• �� O N O T USED FULLY ADHERED WATERPROOFING MEMBRANE HEAT WELD OR Nur •, ADHESIVE ATTACH TO ROOF r�� •r �� .• •�� BAR WITH DRIVE PIN OR SCREW -coo •_�� ANCHORS AT 12" OC `A. •� N r'�� t ■ c- EDGE SEALANT AS REQD BY MFR �i�� his- NOT USED _—1 srs tit�� c, WATERPROOFING MEMBRANE ;„'�' "�YYY ' �-�____ \ 9 z FASTENER AND PLATE Iire JI .., • o ri ♦� FLASHING SECTION NOT USED 0 8 0 0 0z 1 1/2"=1' 0" 051009 C\A042 011 kn 19 C_. 19 Q) 0 O moz ^EW oo" raV) O ,_, E-+ CA W z 0 0 ti ISSUE BLOCK CHECKED BY: DRAWN BY: FILE NAME: 150-A042 PROTO CYCLE: 012712 DOCUMENT DATE: 041012 6 NOT USED 'Ert, , .Ic 3 •"' 1 !LA:.Aiefojel ! 15,1,.._ • #5424 oF 00 ��— —,N / \ a METAL PARAPET ♦ / :: , COPING /- WALL PANEL / i �\ •♦• ♦♦ I - ° L. I I h METAL COPING PARAPET \ I ---- :: �/ COUNTER FLASHING 1 REF SPECS CONTINUOUSTOOLED ° oSUB-FLASHING SEALANT BETWEEN CONT BEAD OF CAULK , � CONT SEALANT PARAPET COPING AT SUB FLASHING SMOOTH FACE CMU BETWEEN ZEE CLOSURE , - BEAD AT FLASHING JOINT j.�` BENEATH CAP CORNER WATERPROOFING, AND ZEE-LOCK PANEL �� FLASHING `. FLASHING, FULLY MEMBRANE METAL PARAPET L ° ADHERE , i FASTENERS; MIN 2 N. FLASHING . ZEE CLOSURE COPING '\ PER ZEE CLOSURE �. CONTINUOUS TOOLED a 10 al SEALANT BETWEEN I LAP WATERPROOFING ``` `�II i�� I ♦ .� ` MEMBRANE OVER PARAPET PARAPET COPING AT EDGE AND SUB FLASHING, `.� . JOINT10 ♦: ♦ REF 1-A4.1 �`� `�� ° j SPLIT FACE CMU �♦ • i ' ..•.� • ROOF 1�0�� i �: CONTINUOUS O\� CONTROL JOINT ,.,.. \I �.� SEALANT ;:,; DETAILS • \ S°'� • \ REF 13-A3.7 ��,., •::'s��. FOR STEP FLASHING STANDING SEAM METAL ROOF 044 m •• •'•• ••• •.••. OVER POLYETHYLENE/RUBBERIZED CoQ. .:•' '.'•' ,. . ,i ` Q , ,••• . , . ASPHALT UNDERLAYMENT OVER .: ".: `' . WATERPROOFING 1/2" EXTERIOR PLYWOOD "..:' MEMBRANE SHEATHING OVER RIGID a INSULATION OVER METAL DECKING CO N FLASHING DETAIL o 9 NOT USED PARAPET STEP PARAPET STEP 2A SHEET: N NTS 042911 C\A042-002A_ELNPN NTS 012811 C\A042-002 3"=1'-0" 042911 C\a042-001_ELNPN A 4. 2 0 KEYNOTES (1:=I U .� a < a T. 7.03 METAL GUTTER PAINTED UNO (SIZE NOTED BESIDE KEYNOTE) m i 7.09 METAL DOWNSPOUT PAINTED UNO 1 (SIZE NOTED BESIDE KEYNOTE) co Ill 7.19 OVERFLOW SCUPPER (SIZE NOTEDCie mi- m w BESIDE KEYNOTE) '4 w V LL > � M U Q n U Ca ro < M a N0O N I- N OF} n 4 '; Ira '�2<¢ I(- O < O 0.°BsD�1 WKKta ap.tQ zo sra38NlalWOSwOiobgz W mak'<1-6.4IJ411"°5 w< — <<1-<t=zyF� izoowisigWn ONZJ = gw 1i1 WQQO W8 F4'OKa a.= o hJOo ZOJu.'cQ, 6'LL'<- cnH z a J D oz Z O 0 o in O C Zs i-i 0 % o lCT 11 wME p4 °ja O a o o — Z E Y---^^i W 0E): amino O , 1 w w z CA 0 ti ISSUE BLOCK CHECKED BY: DRAWN BY: ALE NAME: 150-A043 PROTO CYCLE: 012712 DOCUMENT DATE: 041012 CS .; #5424 `% of o1 0 0 PROVIDE FM 1-90 0 +0.00" 0 PROVIDE FM 1-90 ® ENHANCEMENPERIMETET TYP ABOVE BASE II ENHANCE EN PERIMETER TYP I CD AT LOWER ROOF INSULATION AT HIG ROOF 1 ® LOWER ROOF -I- - - - I _ _ _ _ _ _ - - -� _ CD - - - - ---== = -= = = = = Al = = =--._ ==.-_. = _--= III - 1 1 1 0 L., ao +0.00" p I I h1-0" +0.00" 71 AB VE BASE N ABOVE BASE 2 -0" 2'-0" �� +0.00" 0" ! iY-O" _ h ; 6" o , '�� INSULATIONI p I AID BASE 6" INSULATION ,A : ® HIGH ROOF HIGH ROOF I 4-A3.7 0 I O INSULATION INTERIOR ROOF � ® HIGH ROOF LEADER FROM 4 o _ • ` S�Oq� ` lie o DRAIN ABOVE \ illtili - i REF 1-A4.3 M _��_��leek�`�`` ^� ^ I 1P ,____ a , .–____--i , ❑ . i ❑ ,moi. �,� - - Ate — ---- — — — — — — — — "— — . r i - - - - r i -. r O ---{/ II II TI- - T ~0 TAPERED r 111 - -IT - - T - - H I o I I a I I I vWi INSULATION I 11 I 1 I i I III `' ILEADERR FROM INTERIOR FROM I I ��oNIII I I I cc ROOF DRAIN 'I I I I I I I I I I I LL OVERFLOW a N +4.00" II I I DRAIN ABOVE DRAIN ABOVE Sr ABOVE BASE REF 1-A4.3 REF 1-A4.3 1 1 - "H X 40" TAPERED INSULATION m U I 7.19 INSULATION cLOWER ROOF OVERFLOW IOVERFLOW TRANSLUCENT ROOt DRAIN IROOF DI4AIN 'a CANOPY SUMP TOWARD +0.00" DRAIN ABOVE BASE TAPERED TAPERED TAPERED TAPERED STEEL FRAME PRIMARY ROOF INSULATION INSULATION INSULATION INSULATION INSULATION 2'-4" • REF STRUCTURAL DRAIN +2.00" +0.00" +0.00" +2.00" /1 / ABOVE BASE ABOVE BASE CANOPY BELOW ABOVE BASE ABOVE BASE LOWER INSULATION INSULATION REF 2-A4.3 INSULATION INSULATION ROOF c COHIGH ROOF © HIGH ROOF ® HIGH ROOF HIGH ROOF / 4 -8"/ 8 -8" ,/ 8 -8" / 8 -8" / 8 -8" / 4 -8" 4' —PRIMARY ROOF PRIMARY ROOF— PLANS DRAIN DRAIN SUMP TOWARD SUMP TOWARD— DRAIN DRAIN a N VESTIBULE CANOPY VESTIBULE ROOF PLAN di 00 1/8"=1'-0" 5935 a043-002 1/8"=1'-0" 5935 a043-001_ELUR-f N O N A4. 3 0 GENERAL NOTES 1:_I 0 a •_ W3 0 1. REFERENCE SHEET A7 FOR SCHEDULE FINISH o KEY \o a 44C inn KEYNOTESin Cie co ven i- n: co m e to W 4.09 SMOOTH FACE CMU U ,g U 5.57 32" STAINLESS STEEL BOLLARD, 4" OD N a FURNISHED BY OWNER, INSTALLED BY GC a 6.17 PROTECTIVE WALL SURFACING WITH INSIDE 1- r -( B6 ) AND OUTSIDE CORNER TRIM �/ 8.02 HOLLOW METAL DOOR AND FRAME TYP rt E36 PAINTED w N ooEr In o p,- <zzwc -z< 8.06 ALUMINUM FIXED WINDOW w oF2<`got,pV :3 ct ¢w H;•< mmw Z Ko_.WVII<UV 86 8.09 AUTOMATIC SLIDING ENTRANCE DOORS mm_ woBw p fH,)tL..W <o>zlna 69 1 - 1` aln'oc'm wfrwiFa< 1 9.02 GYPSUM BOARD CONTROL JOINT AT z 3Ugo5oc`'ioo$I6z 30'-0" OC MAX p z51oHa=z3`I�1<1/11oi<�� <<ZO<W�hal O OozN j C 9.07 5/8" GYPSUM BOARD o0o n�FHoWo 9.21 5/8" IMPACT RESISTANT GYPSUM BOARD TO co r;Stozsa2.1W:'56_W:::_,02 Do. B6 , 48" AFF z--{ B6 ) 9.30 5/8" IMPACT AND WATER RESISTANT GYPSUM I BOARD TO 48" AFF, UNO I �{ Bs ) I 9.94 GYPSUM BOARD VERTICAL SLIP JOINT SIDE FOLDING GRILLE 9.96 GYPSUM BOARD HORIZONTAL SUP JOINT rn H z B9 ,-- -J In A 3 z 4 WALL BASE2611 TRANSITI0N © NOT USED z C/A050-004 0 0 0 00 I rrLji LIE 9 8 CD O 6.5 6 CD © CO ® © O r? a n N) h N) N N N M M 0 O I QS co cdui , 1 I I N ' a I I I Q Q Q I Q `c(13 Q Q Z I ^^^ I c0/ I I11I � � N r7 1N� co REF 17-A6.1 c 9.96 9.02 9.02 9.02 9.02 9.02 ( 9.96 9.94 9.02 (n -1 �_ p y�/� A ®��e��3+'• ; \ ��A♦�A♦A♦��'�n�� ♦e�' per{' s �yg w -- ---- -- --.�a�:�a:�.�ym.•s:'�� __ --_ .�..`-�. .: p+ `I 717+��.iA �� -. --- . ��i�l.�e.1e .�♦�. ♦e �/�7.��i♦�♦�♦p♦/1�� i T,t�!� ` : •. ♦�� y� •-� I i -._ --. -- --- r -- ---- - • ---- -- - --- it r��rw,w,�lw,�..,�aw ! qg•...:- TAT,QATATAT�,AA .. . . _ .,. . ; .. _. /�Ai� .Q�!'+. .. 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V ''I,,�I I i�� - l . • jlljll�ll jlljll�l M__ :_--��------=--�-______---_S---___---M---� 1-M1� • CUSTOMER TO TO Mill Mall." 1111111111 -_• ----_ _____ --- - �- ,- 111111110 I _ IIIII ____ .___ I offirams TENANT I I I I I YON 1MEM 111111 ■■' ■ X71�� 7�� SERVICE I '��I■ I_. 11111 -____. I__-. : BEYOND I G !per 10 R I III � � i � �m I If 1111 •rr t{•:sr:cw: {-'r'::}}}}:•Y.•S?i:•:•::}:XS�{;•:•}:.}.w.v....:• - �?• :v:•:A}}}}+}}}: • ...:: - - ..' �� I -. t1 � aaa .la I 1 I_. .I - � 5 r -- --------- ® acral MEM..:....:.:..... .......... f • silik ( 8.02 ) 4.09 ( 8.02 ) , REF PH1 96 6.17 9.07 4.09 6.17 B6 6.17 9.07 B6 6.17 - 6.17 96 8.06 6.17 B6 9.07 S 6.17 ) 96 9.07 4.09 ® 8.09 FOR PHARMACY PS1 P105 P105 9.30 9.21 9.21 9.21 9.21 ( 9.21 P105 TYP FINISHES PS1 PS1 PS1 PS1 PS16.17 P51) BEYOND 9.30 REF GROCERY FRONT TENANT WALL TO HAVE 5/8" (P51] PROVIDE VERTICAL SLIP JOINT FOR FINISHES IMPACT RESISTANT GYPSUM BOARD TO BEYOND DETAIL 17-A6.1 AT INTERSECTION - - 48" AFF. EXTEND INTO ALCOVE 123 OF SUSPENDED BULKHEADS AND GROUND SUPPORTED WALLS 0 VESTIBULE ELEVATION 1" = 10'-0" 012712 a050 002 f CHECKED BY: DRAWN BY: / 26'-7" i_ 6'-5" / 42'-1" / 30'-9" y 30'-1" / 26'-63" y 40'-10j" / 14'-6" / 42'-0" / ALE NAME: 150-A050 PROTO CYCLE: 012712 2-A5 DOCUMENT DATE: 041012 I C N M N) N) M 7 N) V 12 A..0..ED J�� SOFFIT ¢ a ¢ a a ¢ / a a ABOVE /� ,N / ' N /N Im ' N N �DOU . ttL,�.� O. _FF `w.W... I I I I I 1 I _-I� �� ,,)I' �� / �' X Ktl 1 I I -Dr I.-�"� / - • l #5424 th : L� i Miw' ECH 7F 0T� I / STO�E� USTOMER SERVICE I I RETURN \_- IREF 5-A6.3 3-A6.' 1I COUNTING MANAG RS STORAGE I 0 I I V 0 H ii EQUIP 111-A5.1 REF 1 A5.2 N 1- 6.2 OFFI S 6 I �- LOSE 1 �J 4 A6.4 �I Ma �•11SL-----) 1..._.. �r u I 1� =� 2=it611 STS 4-A6.41 SITE TO STORE .� .. II 11 I STORAGE li FOOD SERFAGE TENANT I MEN II IVV/// REF ,-A5.2 /1/�/1�/1/1/1/1/� 113-A6.4a - I REF 13-A5.1 EDC 2 ALCOVE I EF 1NRA5 • ,I„� 1RA5_1 �-�1 - _ = == = = 3- 1! 0 - � - PHA- C/L- ��L -- CIO r CASH I �'Y PHARMACY irrij PROCESSING T ( APEF 1 PH1 gl REF 1-A5.3 L RECYCLING CENTER \ OFFICES ------ SD SD SD SD w "'� m I I -CO-°J I i1 .r EDC 3 - r - r-I r r -I I-11 • �c 1 REF 1-A5.3 J 6-A5.3 . TOILET irirrlind Inn' lit r �r �r �r �r �r �r �r I ir Ma Qr I II II II II II II II - - - 4 a ' ��I - I� IIII - 111 _ 111 IBI I _ O' L n 47, I ` I V . -/ T fIC • it IIC GRf > I I IOC Ip I R i. I 1- :71� - L VES111BULE 5 I L__ I � ' i co CID . CART STORAGE I = REF 11-A5.3 - 1-A3.5 Q - : J I I I I I 6-A3.4 _ I = I LI � 1 IF ,it_ 111 1I I I I I O al . __- �------- • SII- -I Ito I I I I I I II I rtHhTIiT ll0lN1 I - u uII I' 4)) LY LI LI U 7 1 I I I I I N N I I I 1 , , N it, I I I I I VESTIBULE 4'-8" 3'-4" 21'-4" 48'-O" I I 37'-4" 22'-8" I r- MO 21'-4" 18'-4" 6"-0" 102'-4" I 46'-8" 6'-O" /1'-4" / / MO I ,r5 -4 Y / / / .( / - / / / / 6'-8" 28'-8" 90' 8" 47'-4" 126'-8" CD as o © CI o © ® 6 6.5 0 N VESTIBULE FLOOR PLAN SHEET: "=10'-0" 012712 a050 001-f A 5 SHEET NOTES KEYNOTES 6o Q w 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF 1.01 SIGNAGE, REF N1 g o STUD/CMU UNO m a 6.10 PLYWOOD IN LIEU OF GYPSUM BOARD TO I r- 2. WALMART FURNISHED AND INSTALLED ITEMS 48" AFF CLAD WITH PROTECTIVE SURFACING SHOWN DASHED UNO m w 6.17 PROTECTIVE WALL SURFACING WITH INSIDE 3. REF SHEET A9.3 FOR MILLWORK AND AND OUTSIDE CORNER TRIM ® w COUNTERTOP DETAILS co i 9.13 PROVIDE 8'-O" HIGH x 4'-0" WIDE NRP LL Utu N. PANELS BEHIND AND TO THE SIDE OF 2 MOP SINK REF 5-A7 Y it N 9.21 5/8" IMPACT RESISTANT GYPSUM BOARD TOHT-4a4" 43'-13" 48" AFF ~/ / 1008 TOILET PAPER HOLDER 6'-5" 28'-91" 13'-33" :61-5 4 10.07 SANITARY NAPKIN DISPOSAL w ffi �N b_EINE 10.12 TOILET SEAT COVER DISPENSER BFV=<`gwy w.-6 / / N ICE MACHINE Nhi £No .,2_'W0c3m OUTSIDE SOFFITFACE /a ALCOVE a 10.27 CHILD SAFETY SEAT o a.W=�Uo,xaz1-g-4 4 Psi , 131 ' A �PSI� 10.32 1 1/2" X 1 1/2 LOW IMPACT CORNER O 3W`�wo ,w�aiboz \ ( 0.32 ) 10.32 - < N<2W«Li're P5zw< GUARDS H NON ado rc�zo <zz< J < I«EIRE NU'ONi 10.33 2" X 2" HIGH IMPACT CORNER GUARDS a_ fez z€s KN '"S `, ozp 5Es i- LKHEAD �zz o5w wwpw;;�Swo"' / AFF �S�rzogLL<l:i<rcrc« / AT 9'-0" I A ,•• / ///- N\ „ -----T -i - it - 1' I0/ (:),/ / 1-A6.2I I - - - - - - / - / / i7 I 1 a' / I 1 =: \ // / // ~ LLT J+_ \ I it BULKHEAD MUST CONTINUE TO BACK A67.1 a SIDE OF POCKETS. SUSPEND TRACK _, X10° N I I I FROM STRUCTURALLY SUPPORTED 9 - COORDINATE C6 X 1 5/8", 18 GA N TEl I I I BULKHEAD REF 10-A6.2 qg•2 - FRAMING WITH METAL STUD AT 24" OC o ;I- 3-A6.2 tt --- __SUPPLY_AND_ -- -MAX, ANCHOR_TO_ WALL E--- _o r I LIGHT FIXTURE TYP - TREE MECH� Lr - � SCREWSTYP � \ VERIFY SIZE OF PREMANUFACTURED _ \ PC -I I POCKET AND LOCKING POST I REF E C �10 33� LOCATIONS WITH SIDE FOLDING GRILLE I 3'-2" 3'-9" 3'-3" , -3" 3'-3 5'-4 6'-8 " i 7'-84" q 4'-27" MANUFACTURER 0 2-A6.2 tal _ _ r 00 Z rim I - i itreLriri_ririririririririri4rPA'_Tdd/hSSS.V.V.V.W.W.Y/dP.S.'n.V..'/irir////i'di'14'iLSiint silti//.Sr/i'i% ini'i�ir/iir/iSrd/dirVV VV!/iri`i'/iri!I i VVVVVi i HEADER AT ' fir/. •rr LIGHT N- N In az _ �'pi�- --:- ��_ �.��:Mr 7'-C1AFF co 0 to _ rN i -REF tl�C61 =' REF�ELEC P ~ - /Lr///Ir////1�//Ir//////Ir////////////////(:� - N. i=� I I rz - I % N O O O • rr COORDINATE liru/ iv !' • • .I' 4 . ( - . . . - - - - . . - - . Jr: FRAMING WITH Cne) _ FOOD SERVICE TENANT _ �-\ = ' - - - ? SUPPLY AND w 1'n F 402tl o a s' N i,• III _ - o RETURN GRILLES, - o I I • I /Jir/d/J/ddYi�d/Jdi`��-�It/111/1/1/t11111t1111/111/t/111111111 I��t/t/1/1/1/111/1/1/11111111111/1 - I REF M ECH O O O pa ' - rat I INV rrm YAVAVA rrrnmmrrrrrrrrrrrrnnrnn r r NOTE - I -I I I - _ �uuu�.A..uuS�Piuuruu.uu/u.u.uuuuuuuu.u.u�uu7A�7�� z REF FOOD SERVICE ARCHITECTURAL _ Q W DOCUMENTS FOR INTERIOR DESIGN. g - • - - - -.. - e: I 11r _ I 15-A6.1_ � a, _ DO NOT INSTALL GYPSUM BOARD :is .I. _: U O In 1 0 I - BELOW 8'-0" AFF UNTIL FOOD I s -I I. .I I- , I - c F- o El °6 SERVICE DRAWINGS ARE RECEIVED A6 a � !': 15-A6.1 13-A6.1 III014 , I.. VD ! co II • • - -----14 T III W G6 G6 N\ II I I III KIF7 �- \ o iit C • 1 _ 1+1-1 1 L_iJ 3 2" 5'-6" " 6'-6" 2'-5" ' 4'-1" I / 3'-2' / 2'18" 5' 6" 3'-7" 3,_ 6„ :1j _ 2'-8" ISSUE BLOCK 0 Q Q Q I Q Q (�I \1'-11" 1'-iO ' (2) C8X1 5/8" X18 GA (2) C8 X1 5/8" X18GA CO METAL STUD BOX BEAM NOW: WEB STIFFENERS METAL STUD BOX BEAM 6 WITH 18 GA METAL TRACKS 6.5 ARE REQUIRED AT ALL TOP AND BOTTOM BEARING POINTS WITH 18 GA METAL TRACKS TOP AND BOTTOM 0F1/9 OD TENANT PLAN 102811 A051-003-f REFLECTED CEILING FRAMING PLAN 1' O" 1/4"=1'-0" 102811 C\a055-002_ELNPN-f • CHECKED BY: DRAWN BY: FILE NAME: 150-A051 PROTO CYCLE: 012712 DOCUMENT DATE: 041012 • �,� 1:1 +I- - - - I - - - - - - � 6.17 30" X 48" II MECHANICAL • " k r , 4 A, a, �� 6E 8 I I 6.17 6.17 I :� ! ! I I ALCOVE CLEAR AND 1-A7 REF 1-A5.1 ' ' `�24 j ` A5.6 A5.5 ; II I II LEVEL FLOOR 14MUSEMENTI4MUSEMENT �MUSEMENT 114 !.1r ti.uuuuRiriririririririririririririririririririririririririririririririririririririririririririri7iriririr/iririririiiririririiiriiriiri�iriSrird�4riCdrArdrrerrirPilT.Yirrdd.SrrJ.!i i1.!irdS4rdd.'dd.@d/dirddiS'PA'd.49rddddlr5rddi/iriririririrK1 I _ SPACE HAT v !E - ty._rr o b�_�LIJ - \ \ i�1 , I_ T-0" AFF rrrnrrnrrrr I TR1-rio1/41 STRI,• wr ruuuuuuuuuu/uuuuuuuuuum EQUIPMENT • EQUIPMENT I I � REF - • n �A • MECHANICAL = r==�_ �� CLOSET RT FIRS _ _ CLOSET 1 ::HC'::.� p1 m s REF 1-A5.1 48" X 60" MANEUVERING !- CO CF-TILE 2-A5.6 2-A5.6 j S E. REF 1-A5.1 REF 1-A5.1 �� I �� 10"1''ion I 1 " '-10' 3' 6" CLEARANCE I� : • 0� STRI' lir" P C•ED • . �: . � (_ Egi *je �' O I Q : ALCOVE �f / ALCOVE 60" X 56" CLEAR AND j. - Ii rti 112A I SINI I • /S/''rrr171 rrr'ilii VIII 111 111 tt/1111111111 - O • O '�© - X1.1.1./. ./� . �1 . 1�LIII LIAI IU_�1111111.11 - CLEAR !--- -- © 1 10.07 gap u•uuuuuu.,a III ieW 'u! iIIItItI/tI/1t/t/t/II I FACE OF WALL ,�, 3 ��5ilrZWAt + G ITYP _ mrnm^rrrrnn=.w 11.1.11.1.1111 .11.1.11111111./.111.111/1111.111 / I'/ • riri�rirPiririr/�ri�t�ryrrrrwrrrxir/il7irpperrrrrrrrr/iLur.udiu/rtuuluu.7/r -� 6. i' 10.06 I _ - 1- _ it rrrrrrrrrrrrrrr mrrrrrrrrnrrrrnrrrrrrrrnrrrnnn rI= -FINLSI� _ '�N �uN•� - - - - - - ' L _ _ \ - \_ \__ N6 a 4 pp h,,,,..:.r -_ ® .1luuuuuuuu/:uu/ u...uu.uuuuu.uuuuuuuuwuu/7u1= COVE BASE N V6 .. 1•. - / � �, ' Am' `° (� ,0.27 I s.1� �• '�•. \ - �i Whir j� - - AUT - I :::\': 3'-2 3'-3" 13'-3" 3'-3 " / �� I'�. /. �Ii��Oiq \ � w■ S. :M.: II != ■ NA Melt 1"-8" ro HC. gRtf�rT!- - A�OF ' - - - - ° i :; : �� pai s.a MEN rn ..:.. . oGFp iv _:.5.. 4:. N 19-A5.6 Yq lit -{1/4 n 1O I �'II ! - FI 1 I I n \ Po /tc' I = 111 'U 24-A5.6 t !' I - i! .:.: 'n n WOMEN lGy P o� I o" x 48" aQ C.OW_ BL ' I j' boi , 112 Y\ /�EN .; 23-A5.6�' C EL SPAC-ANDE I !_ I: 30" X 48., 20-A5.6• '¢= fig It ~� ! CLEAR AND �� illiIIIIIII (NC) ,2-A5.6 ri LEVEL SPACE M .o OHa'i II1 -EI ■ N Ic- LEVEL SPACo A r ® c:.= V6CO) 9A I / O3 ro •a I U I stik U U • rCID •c • . �� - Eames • •sh_.) , Min 11 A5.6 TYP a, 6B o 1 _0" FINISHED A5.5I 2' 103" A5.5 TYP 3 6" 11'-0" / / -6' 8'-1" WALL 3 -9" 1'-9" 10'-0" 4 11 I L.. 1'-9" 1'-0"J i 11 ) ( 5'-9i" A5.5 " 1'-8' 6 6.5 TENANT 1 A FLOOR FINISH PLAN To LET 1/4"=1'-0" 062411 C\a055-001 A_ELNPN-f O TOILET PLAN M 1/4"=1'-0" 012712 C\a055-001_ELNPN-f PLANS 0 0) NI- uo N cNi SHEET: 0 SHEET NOTES 1._ I g - ). Q w D 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF g o STUD/CMU UNO411114C 0 m a 2. REF SHEET A7 FOR SCHEDULE FINISH KEY m N O T USED SI REF SHEET A9.3 FOR MILLWORK AND Cle .••• 1- COUNTERTOPT USED I00 in N W KEYNOTES V LL •• LL N s NOT USED 1.01 SIGNAGE '16 3.17 3"H SEALED CONCRETE HOUSEKEEPING PAD 1 N¢ NO rr <2 w0 oZic 4.09 SMOOTH FACE CMU Ix co~*a �5 E �7v1"ic U0 ,r: 6.02 24" HIGH PLYWOOD WAINSCOT BEHIND 2x8 <� ff "�rcaw } < ' WOOD BASE 1i. 0.02,c.D._ wCwieaia_rcm I- I Z �OZ3&0y8�0ow 1i�iii PPS°1 �1CDOO 6.03 48" HIGH PLYWOOD WAINSCOT BEHIND 2x8 i°✓ oma=p,a < i3 rt wc WOOD BASE - ogg.ci-rczrcw,' 8 g 6.10 PLYWOOD IN LIEU OF GYPSUM BOARD TO 48" NF p i`mSa$Io3irorr 0.D AFF CLAD WITH PLASTIC LAMINATE 9:07 9:07 OPEN • • OPEN P10. 8.14 5/8" PLYWOOD X FULL WIDTH TO CEILING. TO • TO • BOTTOM ELEVATION INDICATED AT KEYNOTE MENS • • • • • • • , • • • • WOMENS - - PAINT TO MATCH WALL COLOR ;�;•; 4. 4.44.•;•;•. • • OPEN OPEN NiOT USED 8.17 PROTECTIVE WALL SURFACING WITH INSIDE ••••••••••* __ +• ♦ EA SIDE TO TO • N........+++ • •♦•ii 60-Rao MENS WOMENS 8 AND OUTSIDE CORNER TRIM ••••♦•« •• . « • •, , • • • • • • • • • r 8.02 HOLLOW METAL DOOR AND FRAME � i� r i 9.02 GYPSUM BOARD CONTROL JOINT 30'-O" OC < NOTE: REF A5.6 FOR TILE 9.06 1 I =a� MAXIMUM p FINISHES. ALIGN WALL TILE REF 1-A5.6 6.17 17 ; L B6 9.21 cn WITH FLOOR TILE. FOR FIXTURE PS1 9.21 B6 z HEIGHT 617 6.17 B6 PS1 9.06 1/2" GYPSUM BOARD p p PS1 9.07 5/8" GYPSUM BOARD ALCOVE ELEVATION1 D ALCOVEELEVATION ALCOVE ELEVATION 9.21 5/8" IMPACT RESISTANT GYPSUM BOARD TO 1/4" = 1'-0" 012712 C\4052-011-f 1/4" 012712 9 1/4" = 1'-0" 033111 C\a052-009-f 48" AFF 9.94 GYPSUM BOARD VERTICAL SUP JOINT % 0 Z O in 10.32 1 1/2" X 1 1/2" LOW IMPACT CORNER 0 CO GUARDS 0 % O 10.33 2" X 2" HIGH IMPACT CORNER GUARDS W H min = . a OC) 0 - Z FASTEN RUG DOCTOR TO ^ BLOCKING WITH (2) 1/4" Q Li 2x4 WOOD BLOCKING X 3" L. GALVANIZED LAG 0 02 BETWEEN STUDS SCREWSI o • .-... ... . . 9.117 .}-�. .. 2x4 WOOD BLOCKING �� ' E"'� 154 :9.0.7 ... � r . .: .. .. - • w . 9.07 •.� BETWEEN STUDS • , [pi06 P10 r. . ' co . _ ::.. s.o�. • . . . I O 1...: FASTEN MILLWORK TO ! - _ •• �� BLOCKING AT THE w CENTER OF EACH TRASH } - '-�I i'. N I . .I • L - •. •1 . ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ a ♦ ♦ ♦ f,--1- ♦ « , a ♦ ♦ ♦ •♦ ♦ ♦ ♦ ♦�♦ « ♦ ♦ r ii♦ •14.4 + yA « ii ♦ ♦ ♦ • ♦ a ♦ ♦ ♦ • ♦ . • ♦`♦ a , • ♦ ♦ ♦ ♦ ♦ ♦ ♦-♦ « a ♦ ♦ •♦ « ♦ ♦ , ♦ ♦ ♦ ♦ « ♦+• aha • ♦•♦ ♦ ♦ •,•a ♦ ♦ ♦ , •♦ , ♦ ♦ a ♦ ♦ aa a , ♦ , ♦ � a ♦ �• aa ♦ •♦ ♦ ♦ ♦ ♦ ,'♦ ♦ ♦ ♦ \ . , « . ♦ 4. « :_ :_•: «•«•.•♦ 4 BIN AREA WITH (2) 1/4" + . , . « f ♦ « ♦•, : . . .r . 1 .•+ : , , . + , ,•. . . - •.•.•.•.•.•.•,•.•. .•.•♦ . 4. • . . 4 , • . • • • . ♦ , , ♦ • • • • ♦ .•4. 4. ♦ 4 • • ♦ . ♦ . • • • . ♦ . a . . + ♦ .• • • • • • • • •. . . . • . . ♦ , + • 4 +I(, 4 • • ♦♦+♦+♦+•+•+•+•4. 1+♦ •+......T...." +4.4.4"../.., X 3" L. GALVANIZED LAG .yN •.+♦+♦•♦++I+ + ++•+♦"+t•••«'Itf(-f�i,♦+• ""."+"+.♦+♦ ♦ • . .+« + • + + . ♦ . ♦ ♦ . . . . . . .44.44•,4•444,+4.44.+4+.044+++.44.•.4.4.4,4..44,44.1.+44 ♦ • ♦+•+♦+44.4♦+.•• , . . . . . . . ♦ . • ..,........s,+ 4.........4./..4.1_4..........41,.r..4..4._4. . + • , ♦ 44. 4 • 44 ♦ . « ♦ • • ♦ ♦ ♦ , ♦ p �+ ,•• 4 , • ♦ ♦ 4. • : a • • • h IL_!__frltl. t_Alh , • a , 1r++.4 , « ♦ ♦ ♦ . • • 4.+++++++4.44%. '.'4*.:...-..........4.44.+4X.44.4.,44.4.44.4.4.4%444.44%.*. ..�. * 4 + + • • ♦ SCREWS AND WASHERS. . . 4. 4•"...t 4• ♦ • . ., +, + _- -+ .4 4. . . . . . . ♦ . ._� t. . a . a . . . a44 + 4 + 4 , 4 + + 4 « • . o ISSUE BLOCK •• t ♦ •••••••'+'•'• ,•:-.',. •r•-'74r. It .i •'+'4'.1 ♦ ♦ , 4 + e+4....• 4.1 .41♦ • 1 • 444 ♦ ' ♦ 4 ♦ J ♦ • • ♦ ♦ + + ♦ a • ♦ ♦ a a a ♦ ♦ a , ♦ 4 4 4.44.4.+4 4♦ « ♦ a ♦ 4. • a ♦ 4.4.4.4.4.44.+4.44.4% , 4 « ♦ a a ♦4. ♦ ♦ ♦ ♦ 4. , , « a ♦ a • 4. , a 4. ♦ ♦ ♦ • ♦ a ♦ a '•• • • $ ••4. • 4.++•4 •+411••+i, ••♦•••♦+++♦*,444±4+♦••♦, ♦+++++.+++4+.+++♦+••�„�'♦♦+♦II••♦•f+4+11•++++4.♦•♦••+♦•♦•+• •♦++ 4.444.♦ 4. 4. ♦♦4.•++•+•+++••4+••4..•+i.a♦ ♦ ♦ ++ +♦.♦ • a ♦ • ♦••+4+ •.♦+4.•♦ a4♦4.•.qp,+•...+4•+4.44+1, 4.4.4+4.++444.+4..• 4+4.+4.4+4.44..♦.•.4.+4.+4.±+4+4.+♦+41 we •NOT USED + • • 4 + I + + ♦ ♦ I I + • + ♦ ♦ + a�• • •Y•�• 4...k.4....•yy a .h 4 , • •y = -4444. 4. 4. “ 4-1, 4. 4. 4. 11-. 4. 4. 4-0 . 41. 4. “. 4 • + ♦ ♦ ♦ ♦ a a ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ i+41. 4. 4. M . 44-4. 4. 4-04“ • • • • • • • • • • _ 0 „ 1 SEE T OMIWALL BASE B6 6.17 6.10 B6 ) `- STRUCTURAL B6 6.17 ( 6.17 )- { B6 ) BEHIND TRASH BIN STRUCTURAL 17 6.10 (Psi) PORTION OF MILLWORK (PS11 I PS1} - PS1 6 NOT USED CUSTOMER SERVICE ELEVATION CUSTOMER SERVICE ELEVATION CUSTOMER SERVICE ELEVATION 1/4" = 1'-0" 062411 c\x052-005-f 1/4" = 1'-0" 062411 c\a052-004-f © 1/4" = 1'-0" 062411 c\a052-003-f n n M it n CHECKED BY: ,o co co co m m 0 < < al 11,: um /com /aDRAWN BY: N N (O 4 N 8'-11" 8'-3" 30'-1" 27'-0" 40'-8" 14'-9" FILE NAME: 150-A052 / / / / PS1 SOUND (PS1 / (PS1) PROTO CYCLE: 012712 ATTENUATION 10.32 10.32 10.32 ) INS111 ATION AND _L I a DOCUMENT DATE: 041012 T - - - - GYPSQA�60AK0 I U HALF C ECK WRITING DESK (771)10.32 PSt OUTSIDE FACE T 9.21 25'-2" / 18'-4" DECK ALL I PROVED BY WALMART, ( 10.32 ) OF SOFFIT 6.17 SURROUNDING I F II INi ALLED BY GC ' �SSSSS elieS aiVo�iStV hWa r•itai hAWIIS`A'Ji%dS�� - - - < , L _ - _ LINEAE�UlICHEgDJLL �ff77EE 1+r�3��t�!�AMT1N - - - _._.._.._.-.-._.._. __ - _LIE3,10EXHIAU LTA'=C 1FE EEC 7_a F911 EREmNC I G,� 0 A6 ; I i �.-. .-._.-._.-._._._.-._.-._.-._. 6 i I - - - - 1- - - - 1 - - - PS1 0 ^U'-L, ` /- m , 1 m q® �• I I I 10.32 4"X28 28" CONC QA 0' _ 'II ___ • 9.21 e� j ! • I I i �► - A © ' 6.17 i ' ___ __ UNRE FORCED A` /�� /�: �I wwnis E!`I PAD FO WATER d_ ,' 12.- aL�p 1 4 -� CO MONEY'S I 6.03 r - - HEA MECHANICAL �M " ..,:::INA6 _- - ,T �1 i CENTS j SSS•P•riS54dd•'dVISAPddlilP��di�AYM;i•A�•�d•1�A�di�d�••�h�i�•S�?iii•�d•�h�•♦d•�hININhri1S1•S'•�A1'�ri�di4A•�S'h4PAWLYdiriS451Sri•A•i'ASMATINEW Y j 11-A5.2 j 6•dd�•1S14d••S�•YibLSYd1:11�AiS�d•��SS�h:1114Y I 1J9424 Ii1. I ALCOVE _ m 8'-11A I RETURN m .--( RUG DOCTOR PROVIDEDNXPRES1 102 '� it 123 STORAGE �-1' CUSTOMER BY WALMART, `----1 i SITE TO STORE 6.03 Ic: --- a� 1 - � 1 II O I INSTALLED BY GC r----I' j I � � N N I STORE MANAGERS los SERVICE ; STORAGE QJ �I, O ' O O _ ALCOVE _; I 5-A7 COUNTING OFFICE " los N j I 168 U lam% U U I 114 0 _ I ® I _ 108 r I ! 7 -9 N ; As I _ /a� �/ (EQUIPMENT c( g.13 ) 113 iI � - _ u•; _ c •h ' •-- III � -I�: _ CLOSET 1 i 3'-3" • < 3 A5.2 < 1 I : - __- _ ( 1 1 1--.. ' I I L____ I 4 I •SSSSS•pp•SS11p,SSS��: 11111 111 11111111111 1111111'111111 F: 103 tj Iq ' 'n E ! 1 1NAcs.2 I I,: I -? �. _ 11//111111111 III�IIIIIUIII .� ---- -1 , _ _ A6 1 QNII. \ \ \ _ ��p -- _- \ -':A9 !Pd�Sri�iS�PddiririririririS�ddiri�Pli�dddiriST�SSri\iiSSSSr� 1 I + I I I T U I �_' 1:-"ii�,- - - - m I I � CONTINUE GYPSUM BOARD ! 12-A5.2 I' \ r' / I I � I� DEC PLYWOOD TO ROOF ! I : :::. 1 =I DECK AT PERIMETER OF + ! SEE STRUCTURAL- a m a pQ I I 0 CASH AND COUNTING I i T6 I I I i / A .1 411 • EDC 2 1 I j: I I -I� '� .TE 1.17 • 122 6.10 I 6 I I?I I rL 1t �� A A �1 AI � � AIA �A �A �� - -- - 4.09 _ z CID ..: - � - - - - - - - - - moi: $ - - - - � I ;r� I� o �� 1 ! : 1 Ir -T, t I I I `- t- f- � 7 ir I 26'-4" I 28'-4" I - I` -1-' CAoSH I SD SD SD SD SD SD WRB 1 I- 1-A9 3T-10" 26'-6"r. il A5.5 I EDC 3 f /- v 110 I 1 I 1 _ -----_4------1 L SAFE IELI I I _- ENLARGED I 1 I PLANS OI I I I I I - - - - - I < W © ® 6 6.5 ;,--) Ib ENLARGED PLANS SHEET: 0 1/4"=1'-0" 012712 o051-001-f A5 . 2 GENERAL NOTES A._i S _ Q 1. REFER BUILDING ELEVATIONS FOR SPECIFIC < oo P105 EXTERIOR COLORS F- 2. REF SHEET A7 FOR SCHEDULE FINISH KEY 1 do LU 9 NTD: USE THIS SECTION . < to (CT19) _ WITM ENVIPPCCO RECYCLING KEYNOTES 2 N REFER TO RECYCLINGLL �� CENTER GUIDELINE a 1.11 ELECTRIC HANDICAP CARTS FURNISHED AND e Ow INSTALLED BY WALMART, NIC � 5 REF PLAN FOR 71: S3.05 CONCRETE CURBPARTITION TYPE ~ NCEILING ASI , - - - _ = SCHEDULEDREF 10-A9 1/2" GYPSUM '„I a4.04 CONTROL JOINTazWoozaBOARD I rc�� ® et ri aazo rc o aw W LU fl LU LLI c o a LN zw I II ' 4.09 SMOOTH FACE CMU O aN=o Nu)Wa-Ielyam RECYCLING CENTER ELEVATION ;�1 4.24 ARCHITECTURAL MASONRY <Cz.oTo.VOQrp_WZ6Z 0 o \ FWd,dW ZF a 1 4' = 1' O" 092410 RC AO54-009-F ' Q zoo-OOyL. . iEdo F c3 9 __� 1 5.03 METAL ROOF DECK AND STEEL FRAMING 3wo ZwODZta azz< i.dilnoi`a o a z / / WITH EXPOSED SURFACES PAINTED J ga hla F,„WI�WP5 NJ 0 0zzwWFWWWWo�KW 00o rnrc ¢o d�occe rc 5.04 STEEL JOIST E `-'UWIyU.=o4zoiWKWWro FS 129 aJLL<UI a Kd'aF 5.07 TUBE STEEL 'M Ili a 5.15 STEEL BEAM 1:1 5.23 ALUMINUM BREAK METAL CLADDING 5.57 32" STAINLESS STEEL BOLLARD, 4" OD I FURNISHED BY OWNER, INSTALLED BY GC 16.05 P105 P105 = 7 tI I 6.03 48" HIGH PLYWOOD WAINSCOT BEHIND Z CT19 CT19 co CT19 "co 2x8 WOOD BASE J \ ` 6.14 5/8" PLYWOOD X FULL WIDTH TO . „�- O • ' III I ,, 10.25 1 i CEILING BOTTOM ELEVATION INDICATED Z II< I. �� AT KEYNOTE PAINT TO MATCH WALL0 is i _ w I 10.05 COLOR M ■�� ■ M ' 11:1I� I I 1■ I 6.17 PROTECTIVE WALL SURFACING WITH to III 111 It ■ 1 IWWI INSIDE AND OUTSIDE CORNER TRIM i7.06 WATER DRAINAGE EXTERIOR INSULATION II___ It I�� AND FINISH O O p \ 7.35 ROOFING MEMBRANE C3 0 % ^' 1/2" CEMENT REF 10-A9 ' 0 % 0 BOARD TO 6'-S' REF 6-A5.3 8.02 HOLLOW METAL DOOR AND FRAME AFF 8.05 ALUMINUM STOREFRONT F RECYCLING CENTER ELEVATION RECYCLING CENTER ELEVATION SECTION AT RECYCLING 6.09 AUTOMATIC SLIDING ENTRANCE DOORS 2 a 02 GYPSUM BOARD CONTROL JOINT 8 1/4" = 9.1' 0" 092410 RC/A054-008_IA_OR-F O 1/4" = O" 092410 RC/A054-007_IA_OR F 3/4" = 0" 051009 RC/A054-006_IA_OR O O Oz 9.06 1/2" GYPSUM BOARD c=1N W9.07 e� 9.07 5/8" GYPSUM BOARD F--�-1 0 c 9.21 5/8" IMPACT RESISTANT GYPSUM BOARD ^' TO 48" AFF 0 !� x 9.30 5/8" IMPACT AND WATER RESISTANT w GYPSUM BOARD TO 48" AFF, UNO 9.96 GYPSUM BOARD HORIZONTAL SLIP JOINT z Pa 10.05 PAPER TOWEL DISPENSER, SURFACE o MOUNTED; NIC 10.20 1-1/2" X 1-1/2" STAINLESS STEEL ISSUE BLOCK CORNER GUARD TO 4'-0" AFF 10.25 WALL MOUNTED SOAP DISPENSER 10.33 2" X 2" HIGH IMPACT CORNER GUARDS 15.01 TRENCH DRAIN 15.54 FLOOR DRAIN; REF PLUMBING 16.05 INSECT CONTROL UNIT TYPE NOTED BESIDE UNIT REF N1 FOR LEGEND AND NOTES CHECKED BY: DRAWN BY: FILE NAME: 150-A054 WATER HEATER ABOVE PROTO CYCLE: 012712 REF PLUMBING DOCUMENT DATE: 041012 JANITOR SINK REF PLUMBING (PS1) (10.33 SOFFIT ABOVE , I . I Q q 1 - - . SDA • - '1 1:_” ,° 4¢ } 6.03 glA6 IV \ J a`,` 'sABOVE �- I _y ~ 6.17 satiety �� wN ii ,lir ` i15.54 1, 3 „ 8'. 1' clot m �b b V_I /..2• RO 2'-11 I .1 T3 114„ i� i� i � lid i � i� i� i� 1 #5424 A 5„ 0E+84" e ® 8 apt \ \ el 0E+84 a....., _I .ac. •F 004 CAN PET CAN PET CAN PET CAN PET CAN co ' 16.05 1 II 4 'F IE 36 A6 I I I I I i M , T1f LHAND SINK I JL J ' rPROCESSING - ! RECYCLING 100. 0' 2'_8' REF PLUMBING 14,0 1554 134 D \ GLASSCENTER AP OFFICE `r==N 135 a `_ o N i 15.01 \ c 119 ° 14 -3 " 13' 4" 7-A5.3 I m A �� VESTIIBULE I^ E C6 i I � �� 99.13' II1 101 "- I II I I II II I I - II I I in I 1011.00' 26 -0" 3" 1 ;'_6" i' 1'-3" r r I II I I II II II II II I I n� , .;plililililili.■Iililililililili� 100100' I i d__�I r _ I r - �IT�1r - - - n S II I- I- - - 0 xoea3a i F8 I HC CST 14 HC CAR II HC CART I 5-A5.4 IIAMUSEM T(AMUSEMENT I - - - I I L - CJI_ - -1J1_ _ _ _ J I r. ,_ , _ _ /✓ L J 168 ARTS - fij Q 8"/ CA T TYP�F 5 X15.01 4-A5.4 N F8 STO-AGEI I INTERNAL ROOF 118 _ HEADER---, I DRAIN TO -.4- - I ABOVE co n UNDERGROUND I REF 7-A6.2 I N I (161 I _85 QI 5'_2j" �yy3'-9i" 13'-94" Qyy 5'-23" qyy iv I I - J ( 3.05 'I N /� _ 5.57 I =I I, - TYP o0 `[`moo o $ O O O1 O ENLARGED ® /\ I I 4 /\ O - ��/Lim �\ J\N` J ' L- �L -I\N� i •O 32 14 ® a I 1 a VESTIBULE A8.1 A8.2 W 141, lir 28'-8" 5'-4" 6'-O" 2'-8" 6'-O" 2'-8" 6'-0" 2' 8" 6'-O" 9'-8" 7'-1 12' 6 12'-62" 7'-12" 4'- 4" / / // T -c T I T / / i i i a MO MO MO MO Q Q 119'-4" 0 0 0 d- 66 66 N N GR VESTIBULE PLAN SHEET: oO 3/16"=1'-O" 012712 a054-001_ELUR-f A 5 . 3 SHEET NOTES ....1._I � _ 2 STEEL COLUMN 42'BARAB 0 < PORCELAIN TILE ON 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF m o �� 1/2"GLASS-MAT 6'-0" SOUND ATTENUATION w 1 STUD/CMU UNO4441( BACKER MATERIAL INSTALL 18" VERTICAL GRAB INSULATION J``' 2. PROVIDE BATT INSULATION FOR SOUND R Ill STUD EITHER BAR ,� -J PROOFING IN TOILET ROOM PARTITIONS 2 1/2" METAL SIDE OF WALL ^ m 1-- AN MIRROR t w H STUDS CARRIER DOOR PULLS w m w -- VERTICAL STAINLESSei j INSTALLED PORCELAIN TILE ON '1 \ 3 WALMART FURNISHED AND INSTALLED ITEMS N wzz SHOWN DASHED UNO w STEEL INSIDE INSTALL 1 1'-0" 3'-6" 34"-40" AFF ^ a 1/2" GLASS-MAT CORNER TRIM 1 WOOD -: - - / o : URIAL 4. SEAL PERIMETER OF ALL TOILETS AND URINALS eBLOCKING, - - - - - i CI)JOINT o ¢ INSTALL OF DOOR I w SRFACE SINK TO WALL. SEAL EDGE OF BABY CHANGING M ' J m EA SIDE STALL M O 4'-0" AFF � a v LAVATORY o TABLE TO WALL SEAT COVER REF PARTITION i^ / O DISPENSER _� �� TYPE SEAT COVER 6" DISPENSER �t_, �� I o �a METAL 5. REF A7 FOR SCHEDULE FINISH KEY PARTITION . , 1 r! i 18" GRAB BAR n " 9" STUDS REF FLOOR PLAN KEYNOTES is:: �Wo _ COLUMN FURRING FOR PARTITION w o y�� Zyz �� j _ _ COAT HOOK WFa..<1�JNWY <UU 36" GRAB BAR E EQ 11 TOILET PAPER o� < z� aWUrcaW 1 1/2""=1'-0" 033111 0055-O11_ELUR f 9 . L ilk. STANDARD p INSTALL 4" FROM EDGE o w >"'o °`JJW�om TOILET PAPER -3" I STALL O OF DOOR 5.-6" AFF Y � 1.01 SIGNAGE, REF Nl Ow a�� 'N�W�wz:ai I � TYP AT STANDARD vY z 2�z�oW��oo" c C 18" GRAB BAR `V 4ta ¢ z 6.17 PROTECTIVE WALL SURFACING WITH INSIDE 3�< 4� DISPENSER 3'-D 3 CO N o W oN��a oz STALL WWrco �� PLYWOOD ti L PARTITION \ NAPKIN ow AND OUTSIDE CORNER TRIM aWsa �aorzW< BACKING �� Nt D rco�w wwo rcWclW <\ 42" GRAB BAR " \ DISPOSAL �� r� 18" VERTICAL GRAB o 0 o J <<�<�zFE� ��JTOILETPAPER TOILET SEAT z - �: ' ` o . . aBAR 10.06 TOILET PAPER HOLDER a o otecttr$?c w DISPENSER COVER DISPENSER O \ 3F" CS? o �n g��i ..-ig .-wwaP •�•-11116"..� O I7) (( \ <3' Z NAPKIN n COAT HOOK o BAR r• _ • ' ' _3" COVER TOILEDISPENSER T SEAT d 3 10.07 SANITARY NAPKIN DISPOSAL ce , I �I ' , - ® o PLYWOOD \ 1IN:T::: .NI < COAT HOOK �m 10.12 TOILET SEAT COVER DISPENSER ¢ ¢ 1, a a w= ¢-1 o BACKING 7"-9" • o BACKING wl �� ACCESSIBLE I 1 10.27 CHILD SAFETY SEAT om = �I w o m w / Y AT GRAB BAR STALL o INSTALL OF DOOR 7 m ••11 '+ \ cn \ ¢0 1 m o I U \ I p - _7 4'-0" AFF NO CHILD'S LAV N ID od. o ohe'll v w N .111:13 CI- o cam' r L - \ _ N METAL STUDS AT SIM CONDITION o I o� _ I Iii_.. 1 a I ° 0- J °\ \ ~ AT 16" OC / WALL STOP ro nor - oo _ o o I�i� cc_ o N MAX pi, 1'_0" 3'-6" 9-A5.5 / p� IN 3" FROM STAINLESSSTEELTEEL N N J 1 L_ = O EDGE AND 3" z i z o r') o WALL TILE 1 5' S" --1 FROM BOTTOM OF SANITARY FLOOR a ACCESSIBLE STA DARD AMBU,4TORY w z & STALL 1. S •LL 1" STALL N .o o aIIIIL J a N o I DOOR 0- \ ON 1 2" GLASS-MA MOLDING I d w o r o BACKER MATERIAL .11 CHILD SAFET 1" 3'-7" 1'-6" 1 1.-6 3" 1'-71" \ 1'-5 " 1'-6j" _1" o cn to a i \ SEAT . DOOR PULLS FLOOR TILE z INSTALLED 0 / A' A' / A' 'T. • _ �,i��I��i��lr+��1!,��"is ' L 34"-40" AFF o 2'-0" MIN ACCESSIBLE WALL STOP / PLYWOOD "-"- I 3'-6" MAX STALL - _ - - IN STALL -4 \ ENLARGED STALL ELEVATION 1" I 7 _D" 1 I BACKING TYP SECTION AT LAVATORY 1 0 1/2"=1'-0" 012712 c\a055-010_ELNPN-f � ENLARGED STALL ELEVATION ENLARGED STALL PLAN Eh 1 1/2""-1'-0" 052711 c\a055-007-f 0 0 LCD 9 1/2"=1'-0" 012712 C\a055-009-f 1/2"=1'-0" 052711 C\x055-008_ELNPN-f 0 C Z 0 1 Nw M) E2 / )' / Y--�-1 ina 4'-3" 16"-1:'� 0E 0 o - �' Z 12 ® W 4s. �Qy 1 2 /'' 1 - w 0 a 2CD '-9 AM{L•- p r o / 4' .11'1 �:-Ott_E: :. II:: �, a i 1.6.7. 4 Itti Trip i Z ..® 12 I �4tiy 12m'-- o co I \: 2a 13 / / 6 60" X 56" O 1� CLEAR AND ISSUE BLOCK III=A5.6 m12 LEVEL FLOOR 4 AREA 30" X 48" I.!i 1 _.....4I4 w �ru6eme�tu co CLEAR AND I I I LEVEL FLOOR I Qp SPACE 1 I - 1'-3"-1 I'-8 2'-6" �2.-2" ' / I 1? 4' -2"x 6 NOT USED TOILET PLAN 1/4"=1'-0" 052711 0055-005-f Q Q Q 2'-7" 4'-2" 2'-3" 3'-3" 2'-6" 2'-3" 9 3'-4" 2'-2" 2'-1" (2) C8 X 1 5/8" X 18 GA FROM FACE OF FINISHED METAL BEAM (2) C8 X 1 5/8" X / `_�� TRACKSI TOPDANDXBOTTOM 3 FACE OF WALL 10'-44?-71" 4-6" FIXTURE DIMENSIONS ARE FROM _ WALL �¢ 1'-8" 7'-6" 1.-8"Q21-0"Q 18 GA METAL STUD FACE OF STUD BOX BEAM WITH 18 frrrlrJIVIVIVIVIVIVIWIWIWA:4�.rddPirIr•51511'PA9'•°'u"'/MWIVIVIVIV•S5'A'•Y�'A'RrhS'�'•YdIVIVI'A1 NI2121214WllLIMMIS��S�rrhSr•Sr•VIVI IVIV.S'Jr'P�'ddP�rrS'A4•'IWae•SSYJi A5.6 PARTITION I CHECKED BY: GAUGE METAL DIMENSIONS ARE \ \ : iiiiiiiiiiiiiiiiii TRACKS TOP AND 1 I :. f�r�rp�lrr,rrrrrr�r�rrrp�Slrpir�r�t��prr�rp�r�r��p��rl5r�rrrprr�r�r�5rrrrr�rrr�r�.•• r,,p,t�r,r,5rp,r,tp,,,rpp,l9r,rrtp,l5rpp,r,r,r,5,,,,5r,rpp,155rpp,r,rr,,•• rp�5rpp�r�45�p�5rpp�15��1•�r�•�r�r�rp�r�r�rrrr�lr�rpp�r�r�rrrr5��r�rp�r��p�r�r�1r� BOTTOM iv : �I =SI I rr�rr rrr nr••�rr m rrr��rrr.rnrrr�•rrrnr rrrr rrmrrrr rrrrrrrr rrrrrrrrrrnrr nrrnr. rrr nmrr� rnrrrrrr mrrr�n r��r rrn r. FROM FACE OF _ _I _I -- -_-•17_ I T1 - N c. uucaws. FINISHED WALL n MEN = N DRAWN BY: IF yu�RuuT��uuu�7u�S�uuuuuuuuuwirLliLrAuuuu�TuuuuLuuuuu�uhuu��riiilrl'uu7 �wuAuuu�ul�uu� J huJ� ■ Y ■ Y c -I I - i:= + 36" X 48" I�6 �/ �/ a .-S: FILE NAME: 150-A055 COORDINATEIII=� I I i a- r - LIGHT FIXTURE TYP ' I , I 165 FRAMING WITH __c- • •-1�4- AI MANEUVERING - c REF ELECTRICAL - - mPROTO CYCLE: 012712 N m 30" X 48" CLEAR =��' S- AND LEVEL FLOORDOCUMENT DATE: 041012 1. SUPPLY AND i - 13 A6.1 1� I _I - TYP TYP OF 2Eo ..0 a12-AS.6a /G� �� \ SPACE - RETURN GRILLES, 1.1111 !Its REF MECH 'n -=1 I 1 -- ' hI ® 10.27 10.12 5.6 I 299 1 C m15-A6.11 • • - .I - i'= - - ?i 30" X 48" i� / - 1 I - _ ,. . „: ( _ . l SOF _ © = CLR AND I 2 o I� 3„. I - = - 3 3 - L VEL FLOOR " is 0 -7 -. -I .- 3 -9 - o - - ■ 3, : G�O� >, - ®I, SPACE r .......................... :JP , , I - J . _ - - - -?: - - ® .a �III�I 'LEAK 1" ¢j m I ,. _.�� ® .; [; 1 . �4-v N =�� - = - = 30" X 48" CLEAR ��\\ 3'-0" n 2 6 � ''_,�� , DOUGI � iia I 5 •` • - > ' - - - = AND LEVELFLOOR11kii:::: `--1 64 �r iliamanf'._(�$1. ��_ rl= l �� ng.i$ I ��:, = •= - =•_ai` I : ALCOVE - I IT = _ 0 �� HEADER HEIGHT - : I ::� :� IIc 164r -- • - - :.v24 I 7 0 AFF - = - - -1 = ",i `� •N - -- V -_ _ ..... .. ... - - ..�._ - EA END - REF 1-A6.1 - - / . �.�p�� .. l is - - - - - 60" X 56" CLEAR '�' • • 1 - co ( 6.frF Vi`�i COORDINATE �= T re 111 II ICI• - - - - k I , 11 - I� ® AND LEVEL FLOOR • • 0 I1� 0 � 7 iv Q 1.01 NFRAMING WITH `_: :.Irl� - l ' ' 2-A5.6 SPACE t6"-�8 I I e l SUPPLY AND o - �(� 1 SIT 3. 22„ ° - - - - I� I - Ill n C;-L AR Ic? 1! N oRETURN GRILLES, - \' 1II!REF MECH �i� o : - - j - 3 7 �� c_ ® o �'i5�rrrrrn•rrr rr r r rrrrr rrr�-- -�I L��••. .rr�u�AIIR��'17SRP117TIITlT��TR�YiY� ::Ja .-., _ _ - • •• N C HEADER AT :: - - IM I -• - `��' TRANSITION STRIP 1 _., _ E?II. � I� ��\ �d�5 r1111�i5 I55' 455,,,',,,„.a? j T-0" AFF - - - _ 1 - rrrrrrrrrrr r r r �rrrr err=- - - - - _ I- - -EI Luiuuu�uu111Ru'A'iT!!l7Tl77TlTu'I'{S1fiWuuiWu�-: - I = `� - REF 1-A6.1 •• g - - - - I -c 10.06 10.07 _ �- m " - F ATCUWALL - - - - li . - - 48" X 60" o diAllannl' TYP TYP a 15-A5.6 a I(_ 21 2' 2" ' ice 1=, 1 -6 m 1.01 :: 15-A6.1 �I ' A6.1 TILE I ' 1116 A5.6 I ' - -- 1 NOTE WEB I ? 131-A6.1 - - _ MANEUVERING OH '�. • • -� © CLEARANCE i STIFFENERS ARE a- - - .. r- I BENCH c REQUIRED AT ALL 1 I I _ NIC l5 A5.6 i 1 �_ _ _ 30" X 48" CLEAR ( ) iii BRG POINTS • = i_ - � _ I _40; - _ \ s - - - ' ' iffel - ® = • AND LEVEL FLOOR S p� - • etc: SPACE WOMENI �R qyF 1 - 1 m Lo 610047 N El Pr 1 - fi :• N = - - ' 1 = FACE OF WALL c?I � a 166 1 ©N 1' 0" FINISH I ii- NI \ 'r`� uu , r ,r if trrrr•rr rt,rr• ,�Rl�f�i�fr�r��r��rrr��p�rilr�rrf�l�rf�rpp�rp�•�r�r�rp�rp�r�r�r�r�r�r��'! \ - I I = COVE BASE - m \ / m I ®� n, _ IM' C� CO IMI - - _ _a 2'-7" 4' 2" 2'-3" 3'-3" 3'-7" T-6" 2 -9" a'. a ■ Ville5r eWe le=72Jr5• Or55'PPrrPr51155rd,555S'A5`POrY,15'A'P,115555115551555Yh1111155T'1'P'Ydl'55rPP'151YPA115'P'rh'P'SrPA511A1r'ddR5t11PJd'1rP'5'AY''''''_: C6 X 1 5/8" X 18 , �, (2) C8 X 1 5/8" X 18 GA 'AA'h'/A'AVr'AS"1R14Ri'MAITIRTNAk.W.W.MTNINIM'ATdddPN'A1'A11'dS1155511'dMTRId.W.W.W.T.WRJA'IMW.55/'dA'YMY.W.Y.T.W.TdASVA'A'd` START FIRST \--\ GAUGE METAL STUD AT METAL STUD BOX BEAM COURSE OF TILE3' 5" ! 2'-0" 2'-9" 7'-6" 2'-9" 2'-0" 6'-11" I 24" OC MAX ANCHOR REFLECTED CEILINGWITH 18 GAUGE METAL AT WALL {CLr f. TO WALL STUDS WITH TRACKS TOP AND BOTTOM "I #10 TEK SCREWS TYP FRAMING PLAN FLOOR FINISH PLAN REAR TOILET PLAN 4 1/4"=1'-0" 102811 A055-004-F 3A 1/4"r-c-0" 021111 a055-003A-f © 1/4"=1'-0" 012712 A055-003-F © NOT USED TOILET PLANS AND 0NOT USED DETAILS ¢ in Lip 66 N 5 SHEET: Ni i A5 . 5 TYP TOILET TILE ELEVATION SHEET NOTES 10.31 10.22 10.10 10.215 ( 10.27 ) 10.14 10.06 10.12 10.15 10.13 U o STAINLESS STEEL 1/16" GROUT JOINT 6C �__-- -�, Milla \ ( w INSIDE CORNER TRIM A5.6 / NOTE: PROVIDE 1/2" GLASS MAT BACKER STAINLESS STEEL TRIM - - MATERIAL TO 8'-0° AFF. PROVIDE 1/2' 1. REF A7 FOR SCHEDULE FINISH KEY o o !1111141114( ■II■■'ll I I I I IIIIii■■■■III' IIIIIII!F!uhIuuI_ WATER RESISTANT GYPSUM BOARD TO CEILING a / I' OPEN o N. FIELD TILE 1111u1I 11, ii!, u�■■'l I"„"I BACKER MATERIAL KEYNOTESGYPSUM BOARD TO GLASS MATp33 GYPSUM BOARD' r-(ALCOVE TO 8'-O" AFF // m " BEYOND Lil a -, -� BEYOND ssTRIM -1 - w mufL- --- -aI'�.III 'I"""I 1.01 SIGNAGE, REF N1,_IO ! FIELD TILE44�� 8.02 HOLLOW METAL DOOR AND FRAME TYP LL ■'■■■■ JSLIsflMt ACCEN®LE / ,ZPAINTED- J ,n ro I 11 CT20 G o - 10.03 ELECTRIC HAND DRYER 3 N V ~ � f N FIELD TILE w Q 10.04 PAPER TOWEL DISPENSER/TRASH 28 CORNER DETAIL ALCOVE ELEVATION TOILET ELEVATION TOILET ELEVATION TOILET ELEVATION CT19m - RECEPTACLE 3"=,'-0" 012811 c\:056-028 1/4" = 1'-0" 033007 C\a056-027-f 26 ® 24 SANITARY FLOOR "� 10.06 TOILET PAPER HOLDER w ti oorc 1/4" = 1'-0" 052711 C\a056-026 f 1/4" = 1'-O" 062510 C\aO57 025a f 1/4" = 1' O" 052711 C\a056 024_ELNPN f MOLDING o �� F oWw cpN CO CT18 G4 10.07 SANITARY NAPKIN DISPOSAL woFrz<« 2 g, z Q << O a rcrcW } a }n0 gyCI7Wo-2W ~ Q 10.08 SANITARY NAPKIN DISPENSER (RECESSED) o � woN__.co LL a,n7 �v, WC -z(l co ( 10.06 (10.30 10.04 10.11 10.25 10.09 10.11 10.04 TYP TYP aczwo,LLo o,aw rr. )( ) ( 10.03 )( ,0.26 ) 10.08 Z 10.16 ) 10.06 10.07 10.14 10.09 SOAP DISPENSER MOUNT TO MIRROR Z aOacoW W "o $F� 10.22 10.31 (10.10 ) 10.23 10.30 10.03 10.04 10.24 10.09 10.11 10.25 10.24 10.04 10.27 10.14 10.12 10.13 3wzzW'oN��a� oz TYP -- ( 10.26 ) i�ao9rc�zo azz< •T CORNER SIM 10.10 DIAPER CHANGING STATION (RECESSED) J a<ZmZQ��iw norrz ry< GOO ON2'FKWU�OW OW \ 28-A5.6 11.1111 ' S.6 ��1 ■ o W Zs=rcm 0 10.11 MIRROR F mw Nol-•'zoc,oa,- / n 4 I I '1-- 1 I / / 1 1 1 1 1 1 1 �i I , _ �� 1� �� 1�� 3-A5.6 10.12 TOILET SEAT COVER DISPENSER - _ _ 1111■■1111 MEI a ■ 1 • 10.13 STAINLESS STEEL TOILET COMPARTMENTS V I ' OPEN T• (INSTALL WOOD BLOCKING IN WALLS) / a iuiiiii -tItil ii!!I!iI1iiI1I � I rI ICOVE` 1 ! BEYOND 10.14 GRAB BAR (INSTALL PLYWOOD BACKING IN `�, �, ,� r : . iuii11! II9uJi!IF ill I]II �� ( ~J T I I I INEILSr/•■ '!i,��''ti' u 11 ,-1 11■■1 10.15 STALENIGTHSS ANGLEEL URINAL MOUNTINGSCREEN BRACKETS ITH FULL Z A (INSTALL WOOD BLOCKING IN WALLS) z co Ili TOILET ELEVATION hF- - TOILET ELEVATION TOILET ELEVATION ( 1006 TOILET )BELEVAT EYOND TYP 10.16 HOSE BIBB (RECESSED) TOILET ELEVATION ION 10.17 DRESSING MIRROR 1/4" = 1' 0" 033111 C\a056 023_ELNPN f 22 1/4" = 1'-0" 052711 C\a056-022_ELNPN-f 1/4" = 1'-0" 033111 a056 021_ELNPN f 20 1/4" = 1'-0" 052711 C\a056 020_ELNPN f 19 1/4" = 1'-0" 033111 a056-o19_ELNPN-f 10.22 DIAPER DISPENSER (RECESSED) (10.17) ( 10.13 ) ( 10.10 1_10.16 ) 1.01 10.30 10.03 10.04 10.24 1jlO .25 10.24 10.04 10.08 10.27 10.14 10.13 10.12 ( 10.26 ) (10.22)( 10.31 )( 10.23 ) ( 10.15 ) ( 10.13 ) 10.26 10.23 10.23 DIAPER PAD/LINER DISPENSER (RECESSED) l I._■ 10.24 WALL MOUNTED FLOWER VASE O D _ OPEN 10.25 WALL MOUNTED SOAP DISPENSER 0 LO 0 CO Z4 .-r -..1.7LP I 11 1 1 1 1 ' MI 1 1 1 1 I/ N \ 1 1 1 1 TO _ _ = 1111■'II; 10.26 COAT HOOK (INSTALL PLYWOOD 0 0 Q OPEN Imrulumr_alue BEYOND IBACKING) , Ii � rOPENs (SINKS "I�I�I"II10.27 CHILD SAFETY SEAT (INSTALL PLYWOOD1'0 p- 3I TO _ 1e WALL M � �,�� o o L --J TO - E NOT BACKING) LnBEYOND ■■■""""�I " ■■,'"'1`�■■I J, BEWALLYOND _ 1 czi,• SFORN ■■1� 10.30 RESTROOM NEEDS ATTENTION SIGN MOUNT ° O OZ a-r ® ABOVE LIGHT SWITCH ^_II J / CLARITY) 10.31 DIAPER DISPOSAL h-1wI 43 1 d=� - I- \ 1111111 TOILET ( 10.06 10.07 )BEYOND TOILET - TOILET ELEVATION m ELEVATION TOILET ELEVATION TOILET ELEVATION ELEVATION TOILET ELEVATION ° 18 �, 1/4" = 1'-0" 052711 C\:056-018 F 1/4" = ,' 0" 121809 C\:056-017-F 16 1/4" = 1' 0" 052711 a056-016-f 1/4" = 1'-O" 062411 a056-015-f 14 1/4" = 1'-O" 052711 C\A056-014-F 1/4" = 1'-O" 103009 A056-013-F W (10.13 ) ( 10.04 ) 10.11 10.25 ( 10.04 ) 10.03 10.30 ( 1.01 ) `O Z (10.26 ) ( 10.10 ) (10.31 ) ( 10.22 ) 10.15 (10.13 ) (10.14 (10.27 ) 'Qj pa 10.23 10.11+22 10.26 10.04 10.06 10.12 10.14 10.14 10.06 10.11 10.004 10.06 p 1 \ AT CORNERTYP co_ lam \ T IM IiI■,I■■■■"■'I, ■■'I'■■■■■'! '�I„//■� �I imipmmtni _ ISSUE BLOCK .1 a j OPEN a 6,3-:5.6 inimil_i,�it11IIi'IIIIIIIIV ill___iII Mir \\ intrmi I 1 Ivvna : : _ BEYOND I e - - - i LL J ��11uIiiIP!,!' 10.07 �l!1ti!uII• � �� .r T T7 IN II 11 II i .11 ■1 _ LirLtir --- LOCATI4N OF DISPENSER ® TOILET ELEVATION ( 1016 ) '° 06' P102 8.02 AT CHILDS TOILET ONLY /4"=,'-D" °527„ :056-012-F WALL FINISH TOILET ELEVATION TOILET ELEVATION TOILET ELEVATION TOI LET ELEVATIONO TOI LET ELEVATION REF PARTITION TYPES AND 1/4"=1'-0" 103009 A056-011-F 1 0 1/4" 1'-O" 121809 C\a056-010a-f 9 1/4" = l'-0" 043010 C\a056-009a-f 8 1/4" = 1'-0" 051009 C\a056-008a-f 1/4" = 1'-0" 051009 C\a056-007a-f ELEVATIONS WALL FINISH sm. 1/2" WATER RESISTANT SEALANT REF PARTITION TYPES AND SEALANT GYPSUM BOARD 3/8" -17t -.) - . ELEVATIONS PROVIDE 5/8" TYPE X WATER STAINLESS 3/8" RESISTANT GYPSUM BOARD AT (I8JEEL METAL112009 C/a057 001 CHECKED BY: STAINLESS RATED CONDITIONS 'f TRIMSTEEL METAL 11 , FIXTURE HETRIM : , HEIGHTS AND CLEARANCES DRAWN BY: WALL TILE �' ES FILE NAME: 150-A056 SEALANT EALANT 6 ] COMPLY WITH THIS CHART, ANSI A117.1, AND ADA STANDARDS FOR ACCESSIBLE DESIGN - REGULATION REFERENCE IN PARENTHESIS 3/8" EXPOSED EDGE WALL TILE • STAINLESS 6D 1/2" GLASS-MAT BACKER •• fr-SEALANT4 PORCELAIN TILE ON PROTO CYCLE: 012712 I: 1/2" GLASS-MAT STEEL METAL 3"=1'-0" 082809 C\A056-006D-F MATERIAL TO 8'-O" AFF DIAPER BACKER MATERIAL DOCUMENT DATE: 041012 TRIMPROVIDE 5/8" TYPE X III DIAPER PAD DIAPER DISPENSER/ ELECTRIC PAPER TOWEL SANITARY NAPKIN SEAT DISPENSER COAT HOOK SANITARY NAPKIN HOSE BIBB CHILD SAFETY 1/2" GLASS-MAT BACKER DISPENSER STATION DISPOSER HAND DRYER DISPENSER DISPENSER DISPOSAL (RECESSED) SEAT WALL TILE GLASS-MAT BACKER MATERIAL AT 1's 6" METAL SEALANT MATERIAL TO 8'-0" AFF. RATED CONDITIONS �' STUD HEADER EXPOSED CORNER RE PROVIDE RO:DE 1 SUMWATER BOARD '' IN COMPOUND STALL °PRIOR R TO LEVELING s r`D 6ETO CEILING. PROVIDE 5 8" = ACCENT TILE INSTALLATION OF SANITARY CONT SEALANT AT 3"=1'-O" 062510 C\:056 006E F / ] '' • FLOOR MOLDING AND FLOOR PERIMETER •y� ! �i TYPE X GLASS-MAT BACKER \ ,... AND 5/8" TYPE X WATER •] SOUND ■i TILE. VARIATION IN SLOPE OF DIAPER CHANGER ►tet 2x6 BLOCKING � ® INSTALL PLYWOOD INSTALL PLYWOOD ' sir BACKING BACKING " �AR% ATTENUATION 6; FLOOR SHALL NOT EXCEED I \ _a a, 'S, �'I ��' RESISTANT GYPSUM BOARD • 1 .d' AT RATED CONDITIONS III BATT �'° ,/8" IN 10'-O". : ® Lij v --1 ® _ n L --J • Th r1� „as /l N N N N@4} WALL TILE '. DIF w w o w w o x ��- IN L o �N - �_ y #5424 ikGYPSUM BOARD 1/16" GROUT JOINT I METAL STUDS . oI a o ¢ ;I w o ¢ u� Q w w z W _ _- o ❑ • F d :•. ,I:< . AT 16" OC �.Y1 w I in Li_ I Q i b__ N I i VERTICAL STAINLESS STEEL ] Q o j v a I I W 9:'_ �' . 6': Nup 1I INSIDE CORNER TRIM - Q -J : : •I -. t1!: 1/16" GROUT JOINT GROUT 6, AFF MAX �� a 2x6 BLOCKING 6i : HEADER '; I. .• REF 1 A6.1WALL TILE I: AFF ►�� III ;: SANITARY It, FLOWER VASE STANDARD ACCESSIBLE ACCESSIBLE ..I��v�MM��,Ill MOLDING PORCELAIN TILE ON URINAL URINAL LAVATORY MULTIPLE STATION LAVATORY �I EDGE INSTALL SEALANT AT FLOOR ;, - , 1/2" GLASS MAT f-6" METAL EQ EQ INSTALL PLYWOOD BACKING ATTACH TO ■1 BACKER MATERIAL - STUDS NEAREST STUD EITHER SIDE OF SINK •'' 3/8" STAINLESS STEEL FLOOR TILE I No METAL CORNER ■ U. \ I URINAL SOAP PORCELAIN TILE ON 1 SCREENS �. . - DISPENSER 1/2" GLASS-MAT VERTICAL INSIDE L ° ', Ory r� rr „41,-rrr�-fir-, BACKER MATERIALWALL AT6C HEAD6B CORNER TRIM SECTIONJeI • 14" - f,,' ', 1 "/ • / / / // ,g, . 1/16" GROUT JOINT I ELONGATED \Q Kr�J J �\ \ DIAPER STATION • • EraLIP : MI_ :maw 0 - 0 ;,,• ',', ) m -3"=1'-0" 0,2508 C\a056-006C 6"=1'-0" 112808 c A056-0068-F ENLARGED SECTION /////////////// / JI M Ucc 1 1/2" x 1 1/2" STAINLESS STEEL 6A 3"=1'-0" 012508 C\a056-006A-F 1"=1'-0" 073109 c\A056-005-F - m co �m NSE . . : . ,1 CORNER GUARD MODIFIED IN FIELD �� r r - - - PLASTIC LAMINATE ON 5/8" 3/8" STAINLESS STEEL N a CENTER SOAP IMPACT RESISTANT GYPSUM INSTALL SEALANT AT EDGE METAL CORNER (4.18) MIRROR OVER (4.19) DISPENSER BOARD TO 4'-0" AFF / (SEALANT SANITARY FLOOR MOLDING TILE BASE LAVATORY `/ 3/8" STAINLESS STEEL PORCELAIN - TRANSITION TO WALL / PORCELAIN TILE METAL CORNER WALL TILE .•::RD °.4'- . ......:..::,'''::..'.:. ; •is _ TRANSITION STRIP TRANSITION STRIP. aOC INSTALL WITH MASONRY 11.111 1 INSTALL WITH MASONRY LAVATORY AND DRINKING FOUNTAIN II- II-P„-,,,-,,,- -el rl SCREW ANCHOR AT 12" MIRROR ELECTRIC WATER TURNING RADIUS CLEAR AND LEVEL FLOOR SPACE ,ySCREW ANCHOR AT 12" II� �, N $.. LOCATE PER PLAN .. MASTIC OCR AND SEAL TO FLOOR DRESSING COOLERS TYP TYP: II�ADHESIVE TYP i 48" 3/8" STAINLESS STEEL SINGLE It A-AP CORNER TRIM COMBINATION ACCESSIBLE SANITARY FLOOR MOLDING A�.1' ! / 1-7-7---77,7-7 . 6" METAL STUD s1 11 BUTT TRANSITION TO - (In \� ` % % LEVELRF OOR TOILET .. CORNER MITER TO WALL ''"-----L-..1 = TILE AT WALL N S , '\ LL T(/R � , : . ' ��,... � NgRO ,'::.',' ','J SPACE ... • ,`I TYP AT ALL OUTSIDE CORNERSo x AROUND „I >_. ...., .. ;....y .. TRANSITION AND TILE - w r CONT SEALANT BETWEEN1 ._..� .::.:. �.�: cQ \ � DETAILS ' ni.'• A .. (, I c - = < U = J L1-tea J 11 1' 1°�ih i� 7 r'�1 r 1 � 1 w - w r, A i \ za / SANITARY FLOOR MOLDING x i� z HC n Z -••• 17"-25" 6 METAL STUD a'! " �Q too 0= �♦ N tD0= _- C� " / .I . , . J : I :1: 3/8" STAINLESS STEEL / N L AND . • . - . . K:: : ,::.: ': .. r. .. METAL CORNER MM�MMMM�MME��ly� �®a� ELEVATIONS Q • '• PORCELAIN TILE ON 1/2" �1 r r r I r 9 _ M . • • • GLASS-MAT BACKER MATERIAL 1/2" SKIRT ON UPPER GLASS-MAT BACKER PROVIDE MATCHING MATERIAL 4.15 I . ( ) o FLOOR TILE SANITARY FLOOR CONCRETE FLOORING UNIT Ln ' --A : MOLDING CORNER MASTIC N SANITARY FLOOR MOLDING 1/16" GROUT JOINT TRANSITION AT EXPOSED 254 WALL END CAP OUTSIDE CORNER DETAIL EDGE OF TOILET TILE FIXTURE HEIGHTS AND CLEARANCES SHEET: 0 a056-004 042911 C \ 3"=V-0" 012910 C\a056 003 3"=1' 0" 042911 C/a056 002 1/4" = 11-0" 012712 C\a056 001-f A 5 SHEET NOTES KEYNOTES KEYNOTES 1._ I • 0 1. INTERIOR PLAN DIMENSIONS SHALL BE TO FACE 1.01 SIGNAGE REF N1 6.17 PROTECTIVE WALL SURFACING WITH INSIDE a AND OUTSIDE CORNER TRIM 0 o OF STUD/CMU UNO m a 2.02 CHAIN LINK FENCING. HEIGHT NOTED Z F 2. WALMART FURNISHED AND INSTALLED ITEMS BESIDE KEYNOTE 8.02 HOLLOW METAL DOOR AND FRAME TYP o SHOWN DASHED UNO a W8 4.09 SMOOTH FACE CMU M 1- 810 FLEXIBLE PLASTIC TRAFFIC DOOR 04 W 7'-8" 24' 0" 3. REF SHEET A5.6 FOR FIXTURE HEIGHTS AND Cle "' ( 16.05 ) CLEARANCE 5.52 32" CORE DRILLED GALVANIZED STEEL N D I I I I I I 1 i I I I I I I MILLWORK DETAILS 4. 5.54 32LLGALVANIZED STEEL BOLLARD 4" OD 9.10 PAINT U4" WIDE DFLOOR 3TRIPEIS COLOR P5 - < a NOTE: REF A9.1 FOR04 Z RATED WALLS ARE TO BE SEALED TO DECK VERTICAL JOINTS AT CMU/GYPSUM BOARD FURNISHED BY OWNER, INSTALLED BY GC AT 12" OC, REF NiFOR SIZE �� WALLS ARE TO BE SEALED BOTH SIDES. WALL 0 a PENETRATIONS SUCH AS BAR JOISTS, PIPING, CID p e. - - e. CONDUIT, DUCTWORK,U ORKARE T ETC 0 BE SEALED 5.57 32" STAINLESS STEEL BOLLARD, 4" OD N _ P107 - - .• • PER FIRE STOP MANUFACTURERS 9.13 PROVIDE 8'-0" HIGH BY 4'-0" WIDE NRP I P107�' -_ • • '•_ •. - FURNISHED BY OWNER, INSTALLED BY GC PANELS BEHIND. - THE MOP SINK I . -� . -:'. , .• �•..-� ' - • -- - -- - - - RECOMMENDATIONS SPRINKLER ROOM Iby o ! y 5. REF SHEET A7 FOR SCHEDULE FINISH KEY 6.02 24" HIGH PLYWOOD WAINSCOT BEHIND 2x8 10.20 1 1/2" x 1 1/2" STAINLESS STEEL CORNERLd ��, I 159 I I '.'+'.', •+ :i`' : i++_ �:. WOOD BASE GUARD TO 4'-O" AFF r� aZZWw �Na I `'`''' 6. EXTEND ALL PROTECTIVE SURFACING AND w oia<ao�iF� • • • • • • • • '.' '«'.'.' '.'.'.' ` ' .'>'.'.' •' ' PLASTIC LAMINATE WAINSCOT BEHIND BASE W �a rc�BWw ao 6.03 48" HIGH PLYWOOD WAINSCOT BEHIND 2x8 10.33 2" X 2" HIGH IMPACT CORNER GUARDS ga zo a 3SW 4 4 '+'+`+' +' '+' '+' '+' +'+' '+'+'•' \ WOOD BASE a Jao <D lii 00 \� 7. REF A9.1 FOR MILLWORK AND COUNTERTOP O a oOU �- xL.J a t I ,� A r- -.- .- .-. . - . - .-. - . . T a I I . . . . « + « + + + . . . , « + + + + . + . . . . « « + + + + + . . . . . , « + « . . . .'.'«'«'+ + + + + . + . .'.'«`+'+ + + . . . // \� DETAILS 15.19 EYEWASH z `1�z d6S��c�i$W��+i REF 2.02 I TRIM AT EXPOSED EDGES a 20-6 EWWa�}!��8.% /1 6.11 48" HIGH PLASTIC LAMINATE WITH METAL REF PLUMBING 3Waz `off Wa��o� I L-/ 8 H - 6.,, B6 NOTE:INSTALL BASE. 16.05 INSECT CONTROL UNIT TYPE NOTED BESIDE D oaoohrcFgWr3P'g�gm 1 8.02 ) ( 4.09 (PL20T MOLDING AFTER UNIT a N_ow WFC o5-6-Rb €� INSTALLATION OF MILLWORK REF Ni FOR LEGEND AND NOTES ��6 $05 < <��<P 14 SPRINKLER ROOM PLAN /4„=1' 0" BREAK ROOM ELEVATION BREAK ROOM ELEVATION 3/16".1'-0" 052909 a060 014 f ® 012910 A060 013 f ® 1/4„=1' 0" 062411 A060-012-f NOTE: • NOTF• INSULATE ALL INSTALL BASE MOLDING AND LAMINATE BELOW SINK AFTER INSTALLATION OFcn EXPOSED PIPING AT SINK CABINET. LAMINATE SHALL NOT BE SIGNAGE PROVIDED z BY WALMART EXPOSED ABOVE SINK CABINET TYP OF (4) 16.05 9.02 a _1 cn . : I I I I I 1 I I I I I I I I I I I I I I I I I o I P107} - I I I I I I I C\ /X\ /X\ /�\V SIGNAGE PROVIDED • •^ • BY WALMART : I=��MMI��=I / \ Cans Plastic . ' ; TYP OF (4) . .. ':.... • • • + A ............• • ' Trash 1110=11111=11n111110=11111110=11111=11n1111.11■ 111■I O 0 ZOrii! •. # I I I I '/•r _ j ii:4ti:i♦ !# : ii#a i:a:1{♦♦ \ \ +:+# • • • • • • . ital•i++ _________ \ \_ ' + ` 4. { "I / I\ /_\ + 4.r •+•r ♦ + + i J \I li + r ! r #4.#4.ta•+ iY ]! i aa•i • (__--_---__-1 -__-_�■ O_ : # . . ia + . a . + . i ii ■-_-_______. ==1111111===1==1111111===11111111• � =ma. I I=1111M=IallIN=M1111111111==1I \ / ■_____I_■ rm.') C NOTF: REF A9.1 FOR ( r 6.11 ) MILLWORK DETAILS BELOW PL2OS11NK 66 ' B6 ( 6.11 ) B6 6.11 wE=1 c4 E (PL201 PL20 ( 4.09 ) O BREAK ROOM ELEVATION BREAK ROOM ELEVATION BREAK ROOM ELEVATIONQ W 0 1/4"=1'-O" 062411 A060-011-f 1/4"=1'-0" 062411 A060-011-f 1 0 1/4„=1'-0" 012712 A060-010-f O c�� o ADJUSTABLE SHELVING 9.02 9.02 g.02 O m NIC ADJUSTABLESHELVING . .. . • NIC p ADJUSTABLESHELVING 1 �P 05 ...- •-` - : • PRINTERC L ._ ...L =.....�. _ � m I . • .. .. 1 - •105 1 ( 9 2. . .. ' . . P105 :. .. ,I: :. I. 13,00 :. FILE CABINETS :`., .: ■ ■ P105 - ti : :! NIC :.•-' OPEN TO " • iP100� :` . 6.11 SALES • 6.11 • '` , : .. OPEN TO �.. :... .: .::.'-' _� '�, - :.�a._ :_ ':.�. . r �_ • PL4 -- PL46.11 RESTROOMS : :.. . : 1.01 6.11 rn P100 '. I PL4 �� ....- .. ::. . I _ ISSUE BLOCK fL JII� J0 =i . . f .�7 �_ PL4 # + • ! ! i + + PL4 �a -tea pY.> : fir- e�m �ov � + + »ilia ! t i ! Imo - IIL �II� • •,',', I •'•'t'•' 1 .. . .. . : .i r ^_ �I� HIE- HIH HI� H� I Ir.-�I :�IIr . • • I� �Il -II- - a';•i.`#'#'. I. d- REF 1-A5.6 . I 1..'' _ I IF 1 ,. `• . •�- -:.. '! I I I C - •I!•ti•l.•...•• l r ~ •..la+'. '1 b a_ i �I FOR FIXTUREIn L ,1_-__1111_-_t '... ... `L°� ��' �� JL f III , I an HEIGHT �' -:. :. :: f I -- . : :: HI �I� HI� 1- �1 89 ) B6 8.10 10.20 66 10.20 B6 B6 B9 ) b\-( 8.02 ) B9 } FILING CACBINETS PERSONNEL ELEVATION ALCOVE ELEVATION ALCOVE ELEVATION ALCOVE ELEVATION INVOICING ELEVATION INVOICING ELEVATION 9 1/4"=1'-0" 012910 A060-009-f 8 �-+ 1/4"=1'-O" 033111 a060-008-f 1/4"=1'-0" 062510 a060-007-f 6 1/4"=1'-0" 012712 A060-006-f 1/4"=1'-0" 112009 A060-005-f 4 1/4"=1'-0" 021111 A060-004-f 6.5fil g 9 ®4,-O" 43' 0�6" 34'-716" /- / --,\y/,-- II O �z> CI - 1�1r _ } - - - - - - - - - - - - - I O CHECKED BY: co m DRAWN BY: .o 1 •n FILE NAME: 150-A060 1 a-b 0 PROTO CYCLE: 012712 HALLWAY DOCUMENT DATE: 041012 176 , 2 e O 'Tt A 11' 8" 10'-1" .i411 ,033 LQ`_ �I N HALLWAY Pse 617 s ^.�. �\ Lr-4 D _Ac' II N 161 10.33 � z V* � I +1-•1 /ej /6 Aro • I 1 16.05 X424 4'-0" 3'-0" 4.-1" 5'-10" °' __1 (10.20) AF O GYPSUM BOARD • / / )y f EACH SIDE PHAACY LOCKBOX ") 1 r rr PrO 5.54 TO BE LOCATED a ;n I 1 1 ABOVE LIGHT SWITCH I L___LJ O WALL COVERING c i i \ la EA SIDE ;`• 5.54 REF ELEVATION '. ( 15.,9 ) © AT 60" AFF 111112 T� 6.11 TRIPLE METAL REF 8-A9 =1 a STUDS AT =� 5.52 E'1 A r:•.•.,r• ,.•... i , ��--i EACH JAMB �I _0 9.10 ® 5.54PS2 11 1 cg:: [--- �I I � m II _*{6_d 7 In m, r� i 1n F�__ I 6.17 10.33 S=7 �_ 11� Ju = N 9.13 - - ii: Br' m I 2r. ll "� 2 _m -A9 111 _ _ r--- _ ��--'Icogyp.1D.2D U •_• ••1 i��. ^uSi1l`dSiSSii4u•TTTTTTTTTdRui•TTTTThiYIiLi•• 7dT.^TPhhR•Tuii•TTu9Ti1454.9iS•i9iii•TTTTTiYTTT 'Viii•TTidi•T_iTTI•TTTPTTTA•Ti1LSiS5•TTdihi•T8Th5•iR^' P W 1 ® - �° (o I IQEA SIDE ST �' I \1 I .�♦��j�1=3 �1 �1 ID� `� II sir=, 'F__= I F-1--' I 96 i J' / Yl �° ..--1 r oo PERSONNELS 1 1 L N a 1/2" PLYWOOD AT I I ` Ip ; J IAD �_ JAMB TO 48" AFF 0,01 I=i I °i �� 1-A9 r=te �n ajiJ_ / 1i 1 / 0 i i I to El. tr.� OFFICE Ayl in i III J__. EACH SIDE TYP I i '� �� '-� I El I / ' 1 u11 III 175 m 9-Af -- i_ LI, Ju t I / I 4 I 0 I El ° € u10 INVOICING 6.02 ^ -- •. I •' , ' '.. ' f L it, --11-� }J - -- =J� L 1 --- u II I NV . l 1L 1 L I V '-KV 3"=1'-0" 111910 C A060 003 ( 6.02 ) 4"X28"x28" n I .f }1�' 6' S" \A L ... . ........ .....` 1 i, II 171 I == M �� ' �� BREAK ROOM © xassrv�rrzsnr rn -... .. .. ...... _ ... .... . ..... ....................... I - WALL co To i N D 1 i a w I i':: ' '�� I :.:....... A6 i \ ; I' 1 �� [ j a ... �_ �A M 151 CONC v _. 1 II II 1 I 1 UNREINFORCED c T 1 0 Il Sl II 1'-0" HALLWAY i PAD FOR I�-' -= s_ �''I 1 �� m TRAINING m F8 MI !� 141 i ' 6.11 0 CBL 172 \ :.::.-. REF A7 0 o WATER HEATER - ... _..::r.a.... _ III I.: .3L y" iyo 3'-10" 4 • 1 11 1 r- L= N :: r--1 1 I I .- =�_. :_-_a FOR WALL COLOR i ( 6.03 : - I- N ) ! A6 N fll I Nit., o :•< / I��`� 174 UPC UPS I' 1 1 I ,1 h - GYPSUM BOARD i I JANITOR I I J U o SN n--�m -m 1-A9 1 ml. EADER AT 153CONTROL JOINT EACH158 I : I8 A6 �� d'-O' AFF T- TT- '-^ i `'SIDE, REF 2-A6.1 ALCOVE REF 1-A6.1 = U BASKS ed _OPENING ORr -J e=a e- a t_tie-= c- _ f 11fl 11II ...,\ :iNHTTTTTdpfT.�'•' n,-'.7•T.'WIN i Q 163 ._ I DOORWAY _ _ 4'-0" 4'-0" REF 8-A9 I - E. 0 7 A6 �_[ -; �_� e_� F= co EA SIDE PL4 ! I - _ - -I '-i n rn II E u * . * 12-A6 3-A6 6.11 i ® i \ _ = �I c :ALTA w 1 2'-D" 2'-D" Is I J M " _ C C ) C C a o AT SIM AT SIM 'I �___ . - I 1 ` i _ ; 6.03 1 _--- I _ ffi \) OFFICE O) T !• !• + # #• .• • • , . i• :• ! + : c - © 1 +'--) -y _ n ©E• SIDE .111-"441 _rn 00 m �r� ; _-- - �-� ' - C C C C / t i a i i a + ! + ! t a # ---y C � '-~ ='y t-� t-- i _- • • • O •t , •t # + + i ( B6 ) .,....•.....++:. I / '� L. • 1,--r-rug A I� Fri - m 6.11 NOTE: INSTALL BASE ' + • + • • + _I _ �.._.._.. PLAN 1 = C > C a C a C 4.+ ! r a a . AFTER MERCHANDISE *********+**** 0 NCI a I ` RACKS ARE SET + • • • • + I I 6 \ / ® A6 a 1 A6 n A6 A6 I A6 qg e` ( 5.57 ) 1 4. I 'N INd- EXTEND BASE TO EXTEND BASE TO L 2 A6 /FIRST MERCHANDISE CRACK L REF PLAN LFIRST MERCHANDISE RACK], --3' -- J 15'-9" / 31'-10" 3' 0" '4- 8'-0" 8" 13'-2 / 18'-0" / 10'-1" 35'-23" co co VERIFY �f �( �1 L-1 -6" 1Y SOUND ATTENUATION 65 SALES WALL ELEVATION OFFICE PLAN 5.57 ) INBOARDON AND GYPSUM NBOARD TO DECK, ALL ES SURROUNDING WALLS OF 172, SHEET: 0 1/4"=1'-0" 082710 C\a060-002 3/16"=1'-0" 012712 a060-001-f 173, 174 AND 175 A6 NATES: REFERENCE SIDE OPPOSITE SDE REFERENCE SIDE OPPOSITE SDE 032610 C/A61-PN GENERAL NOTES U_I 1. PROVIDE VERTICAL SLIP JOINT AT ALL INTERSECTION OF SUSPENDED IIIIII z F WALLS AND GROUND SUPPORTED WALLS NOT SPECIFICALLY REFERENCED - 3 1 BOTTOM TRACK 2. WHEN FLOOR SUPPORTED PARTITION IS PERPENDICULAR TO JOIST 1. STUDS CONTINUE TO DECK UNO. REF DEFLECTION c) d a A INSTALL DEFLECTION TRACK AT BOTTOM OF JOIST (INCLUDE PORTIONS F �p METAL STUDS TRACK DETAILS FOR DEFLECTION REQUIREMENTS. m __ PARALLEL TO JOIST) R0PPORA0 s 2. USE 1/2" GYPSUM BOARD ON NON-RATED a _�! S��I(IAE GYPSUM BOARD IN PARTITIONS UNO. a w i : 5 3/8" HORIZ GYPSUM BOARD BU • 1/2" PLYWOOD II5 p 3. USE 5/8" TYPE X GYPSUM BOARD ON FIRE A N CONTROL JOINT TOP OF BEAM 20 GAUGE ROOF SUPPORTED • f�O��R�o II / " BEAM METAL STUD UPP 11�� 8" USE 1 2 I RATED PARTITIONS. N Z �/ GLASS-MAT BACKER LL w GYPSUM As REF STRUC 20 GAUGE FLOOR -, SAR .. . _`� MATERIAL BEHIND $ ■ 4. REF ROOM FINISH SCHEDULE FOR ROOMS THAT BOARD COVER SUPPORTED METAL PkJ CERAMIC TILE OR RECEIVE NRP. * LL ATTACH AT 25 GAUGE METAL STUDS (SIZE AS STUD o NRP IN GROCERY IIS TOP ONLY REQUIRED) AT 24" OC. ATTACH TO LA� AREAS UNO 5. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" O� a TOP AND BOTTOM FLANGE WITH P ABOVE SUSPENDED CEILING SYSTEMS UNO. CO R_ rIN -44511 0.145 DIA PAF AT 24" OC L �� 6. REF PARTITION KEY SYMBOL FOR STUD F N ATTACH 3" DEFLECTION TRACK TO YPSUM BOARD 012508 C/A6A-027 THICKNESSES. _ BEAM WITH (2) 0.145 DIA PAF FOR 2 �21: �' ROWS AT 24" OC •�� 7. WHERE NO CEILING IS INDICATED CONTINUE FINISH w ! ooz '-uv � � ' • WHERE NO CEILING IS TO DECK UNO. MAINTAIN CLEARANCE BELOW L' - tzigni 2DE • INDICATED AND AT • STRUCTURE PER DEFLECTION TRACK DETAILS w°�=<`� yW �� J 5" GYPSUM BOARD ��< teo'1W N<co �� P �� GYPSUM BOARD COVER 8 J MOLD EACH SIDE RATED WALLS, `. fx a`>a'6o,"I-�Wo°w DO NOT ATTACH AT SLIP AREA $ CONTINUE GYPSUM • 8. STUD PARTITIONS REQUIRING A FIRE RATING OF O �RyZWHxa>si��m J-MOLD EDGE FLOOR SUPPORTED I ROOF SUPPORTED •. BOARD AND PLYWOOD i ONE HOUR SHALL COMPLY WITH REQUIRING 5 OR UL w a�ot��W�wi� i GYPSUM BOARD EACH SIDE 1 2" PLYWOOD Tango maw EACH SIDE TO DECK UNO #U442. MASONRY PARTITIONS REQUIRING TWO o 3 �� o rca$�o FRAMING PARTITION A. BULKHEAD #U p 2 06L.+z o < z SLIP JOINT 8 I . GYPSUM BOARD 1/2" a x< F"«�4p"o HOUR FIRE RATING SHALL COMPLY WITH UL 905. W o�6WE2 PLYWOOD ¢ z°vi maWzao <03 *' 9. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 � oiso�y��W�HS��W EJ PLAN00Z1111%. 1/2" GLASS-MAT METAL STUDS GAUGE OR HEAVIER. F H ��WH oa�a�� BACKER MATERIAL ��I�iwio5 <tWi<aWOO VERTICALSLIP JOINT METAL STUDS 10. MAXIMUMOHEIGHT OF NON LOAD BEARING WALL 19 1 1/2" = 0" 032610 C/A061 019A VERTICAL MOVEMENT JOINT ISOMETRIC AT 16" OC K 072707 C/A061-026 ABOVE HEADER TO BE 20' 0". TYPICAL A T ALL ROOF AND NTS 1/2" PLYWOOD 11. REFU SPECIFICATIONS FOR LATERAL BRACING OF STUD PARTITIONS. NOT USED FLOOR SUPPORTED PARTITIONS METAL STUDS 12. PROVIDE ALTERNATING DIAGONAL METAL STUD 18 16 NOT USED x 032808 A061-054 AT 16" OC BRACING ABOVE THE CEILING FOR INTERIOR WALL 032610 C/A061-017A HORIZONTAL zSTUDS THAT DO NOT GO TO DECK AND FOR ALL METAL STUD REF WHERE NO CEILING BRACING AT 36" Ill1. WALLS LESS THAN 6" WIDE. REF 6-A6.1 FOR 1- _ PLAN FOR PARTITION WALLS AND 7-A6.3 FOR DIAGONAL METAL STUD IS INDICATED AND OC VERTICALLY a PARTITION TYPE AT RATED WALLS, , BRACING OF FULL HEIGHT STUD WALLS WHICH J 1" REF PLAN CEILING JOIST SPAN TO DECK. 4 ATTACH CEILING JOIST TO FOR PARTITION CONTINUE GYPSUM N MAX BOARD TO DECK SOUND 13. USE WATER RESISTANT GYPSUM BOARD BEHIND z TRACK W/ (2) #10 TEK TYPE UNO --- ATTENUATION _� NRP EXCEPT IN GROCERY AREAS 0 F SCREWS, TOP AND BOTTOM (2) C8 X 1 5/8" X BATT oATTACH JOIST TO18 GA METAL STUD 14. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF 16 GA TRACK, ATTACH TO METAL STUDS ��- RESISTAN GYPSUM EACH WALL STUD W/ (2) WALLWITH (2) #10BOX BEAM WITH 18 , ,!lir, LEVELS, CONCEALED SPACES BETWESTAIRWAY #10 TEK SCREWS AS SHOWN TEK SCREWS ATGA METAL TRACKSBOARD CEILING �, _ ii STRINGERS, PENETRATIONS IN FLOOR/CEILING TOP AND BOTTOM EACH STUD GYPSUM BOARD 1/2" WATER RESISTANT �� ASSEMBLIES AND OTHER LOCATIONS AS ��" REQUIRED BY CODE. L �C6 X 1 5/8", 18 GA t; GYPSUM BD (1/2" ►� O O z METAL STUD AT 24" = GLASS-MAT BACKERN\ o INSTALL FIRESTOPPING SYSTEM AT FACE OF WALL - MATERIAL BEHIND TILE BELOW) 15. ROOMS THAT HAVE 5/8" IMPACT RESISTANT OC MAX, ANCHOR TO RATED WALLS GYPSUM BOARD TO 48" AFF NEED 5/8" GYPSUM 0 0 Zi 7-1 WALL STUDS WITH #10 TEK SCREWS TYP CONT SEALANT BOARD ABOVE 48" AFF. REF A7 FOR 0 % 0 CEILING PER CEILING PER II I 1)11 I I I / I I / AT RATED CONDITIONS USE MATERIAL W 012811 C/A061-024 LOCATIONS. r .. SCHEDULE SCHEDULE CEILING PER N // (1 /'1 RECOMMENDED BY FIRESTOP MFR AT 122807 C/A061-053 16. ON RESTROOMS WALLS RECEIVING PORCELAIN � p4 E SCHEDULE I' EA SIDE FOR FURRING TILE THE UPPER (PAINTED) PORTION IS TO BE N px ATTACHMENT WATER RESISTANT GYPSUM BOARD IN LIEU OF 1--�I a CEILING JOIST CEILING JOIST BOX BEAM CUT GYPSUM BOARD TO FIT WITHIN REF 5-A6.1MEGLASS MAT BACKER MATERIAL O 0 O - _ 3/8" OF BOTTOM OF ROOF DECK ATTACHMENT ATTACHMENT ATTACHMENT DETAIL 1/2" FSF DS SET 17. FIRE RATED EGRESS CORRIDORS ARE TO BE , , TOP TRACK 1/z" OFF FACE SEALED WITH INTUMESCENT SEALING SYSTEMS. 1/2" GLASS-MAT W Gil / : METAL STUDS OF WALL RATED WALLS ARE TO BE SEALED TO DECK. Q 1 1/2" = 1'-0" 012712 C/A061-015 14 1 1/2" = 1' 0" 102811 C/A061-014a 1 1/2" = 1'-0" 102811 C/A061-013 // BACKER MATERIAL e I /� VERTICAL JOINTS AT CMU/GYPSUM BOARD WALLS �..� / JOIST BEYOND ' ARE TO BE SEALED BOTH SIDES. WALL / METAL STUDS AT BATT INSULATION o BOTTOM TRACK // �I ► o // SEAL ALL WALL OPENINGS WITH FIRE 16"OC .1--- AT EXTERIOR I� PENETRATIONS SUCH AS BAR JOISTS, PIPING, (n -� / RATED MATERIAL AT PENETRATIONS WALLS ONLYI al CONDUIT, DUCTWORK, ETC. ARE TO BE SEALED 0 REF PLANS FOR RATED CONDITIONS i PER FIRE STOP MANUFACTURER'S ` iA FACE OF WALL I __ RECOMMENDATIONS C� p" 5/8" GYPSUM BOARD VERTICLIP AT EACH BOTTOM TRACK . AS OCCURS ` CUT GYPSUM BOARD TO lir 3/8" HORIZ GYPSUM BOARDSTUD 1" 1" i GYPSUM BOARD r_ 18. FOR FURRED WALLS PROVIDE METAL STUD STEEL JOIST REF STRUC FITWITHIN 3/8" OFf // CONTROL JOINT TOP OF BEAM 6" DEFLECTION TRACK 16 GAUGE I BRACING AT 32" OC VERTICAL FOR EACH STUD Z REF STRUCTURAL ^f BOTTOM OF ROOF DECK NOTE: USE 0.145 DIA + BEAM ei d_ 1 \ SECURED TO BOTTOM CHORD OF V 1/2" PLYWOOD �/ AND 32" OC HORIZONTAL \ PAF FOR DEFLECTION •4. REF STRUCat- JOIST WITH (2) 0.145 DIA PAF 012508 A061-052 USE 1/2" `0 CO 1R-±- CONT TRACK ATTACHMENT TO i GLASS-MAT BACKER ;I �- ti GIRT AT SIM CONDITION 1 • WHERE NO CEILING IS MATERIAL BEHIND SEALANT 1 25 GAUGE METAL STUDS (SIZE AS i 4� INDICATED AND AT RATED PARTITION LEGEND • CERAMIC TILE OR +�� REQUIRED) AT 24" OC. ATTACH TO F �v,� M\ WALLS, CONTINUE GYPSUM ISSUE BLOCK BOARD TO DECK UNO NRP IN GROCERY \n 010-004 1" STEEL ANGLE METAL ROOF DECK TOP AND BOTTOM FLANGE I`� AREAS UNO C REF STRUC 4 i GYPSUM BOARD SPACER FOR FURRING {-1 DETAIL" M ATTACH 3" DEFLECTION TRACK ATTACHMENT H _ ATTACH -ATTACH 16 GAUGE 6" ATTACH N' ATTACH 16 GAUGE 6" �s i REF 5-A6.1 012508 C A061-023 DEFLECTION TRACK DEFLECTION TRACK 2 1 SECURE WITH (2) 0.145 DIA PAF FOR t GYPSUM BOARD COVER / X GYPSUM GYPSUM 2 ROWS AT 24" OC \ M WITH #10 TEK M WITH #10 TEK `� GYPSUM BOARD METAL STUDS SET SHEET BOARD AT BOARD AT • TOP ONLY SCREWS FOR (2) TOP ONLY - -I SCREWS FOR (2) ' IM \ SLIP JOINT REF PARTITION TYPES 1/2" OFF FACE OF FOR FURRING DETAIL i7 ROWS AT 24" OC TO iry� ' i ROWS AT 24" OC TO "� - J EXTERNAL WALL UNO011111"4, , ATTACHMENT PLAN• i GYPSUM BOARD COVER REF 5-A6.1 NUMBER INDICATES STUD -\--,:::>0..‘ METAL ANGLE METAL ROOF DECK I4 ATTACH AT TOP ONLY METAL STUDS FACE OF WALL' \TMJ HEIGHT J-MOLD EDGEAS OCCURS . METAL STUDS SET LETTER INDICATES `/ NO NUMBER INDICATES FRAMING J-MOLD 2" x 20 GAUGE CONT J-MOLD EDGE GYPSUM BOARD EACH SIDE NOTE: USE TYPE X GYPSUM 1 2" OFF FACE OF STUD HEIGHT TO BOTTOM 1/2" GLASS-MAT / PARTITION TYPE 12 WALL FINISH REF PLAN EDGE METAL STRAP EACH SIDE BOARD ON BOTH SIDES AT RATED _�I EXTERIOR WALL OF ROOF DECK REF PARTITION TYPES I i FRAMING BACKER MATERIAL UNO REF PLANS AND A� NON - RATED NON - RATED SLIP JOINT REF STRUC CONDITION PROVIDE 5/8" TYPE X SHEET A6.1 WALL FINISH GLASS-MAT BACKER ,�/f\^/, NUMBER INDICATES STUD REF PARTITION TYPES PARTITION ATTACHMENT MATERIAL AT RATED FACE OF WALL REFERENCE SIDE SIZE AS FOLLOWS: AS OCCURS CONDITIONS OPPOSITE SIDE 45) 8DEFLECTION TRACKDEFLECTION TRACK41111.114 BATT 12811 1 1/2"=1'-0" 073010 C/A061 011 1DVERTICAL QSLIP JOINC/A06TD1D9 AT -PERPENDICULAR JOISTr-0" 012712 C/A061-009 METAL STUDS AT 16BA1NSULATION AT ATWAEXTLS R RTION 3 - 3 55 a" METAL8 -88"MCMUL 1 1/2"=1'-0" 012811 C/A061 012E EXTERIOR WALL OR 6 - 6" METAL 12 - 12" CMU 4'-0" AS NOTED ON PLANS GYPSUM BOARD _'...,___-----Th MAXIMUM U 1 HOUR RATED UL#U465 GYPSUM Jr t 062708 C/A061-051 G 042508 C/A061-022 BOARD AND GLASS-MAT BACKER, RUNNER TRACK BEND AND CLIP WHERE NO CEILING 2 HOUR RATED UL#U905 CMU CHECKED BY: TO WALL RUNNER AT 48" OC IS INDICATED AND :RACE TO AT RATED WALLS, y NON RATED WALL DRAWN BY: ADJACENT WALL I' CONTINUE GYPSUM 9 �� ' AT CORNER --I' METAL RUNNER BOARD TO DECK �4 1` ti i Att, t, II SOUND ATTENUATION INSULATION FILE NAME: 150-A061 DIAGONAL 3 5/8" - 1/2" GYPSUM UNO . -' 11.l1 .1.1./�1.1.1.1lLIi PROTO CYCLE: 1712 / II EXTEND METAL STUD 4" MINIMUM • BOARD GYPSUM BOARD FULL WALL THICKNESS METAL STUD Le -•-•-•-•- CHAIN LINK FENCE BRACING AT 32" OC r� I!� ABOVE CEILING FRAMING �� 1/2" GLASS MAT 2 HR RATED CMU r� DOCUMENT DATE: 012 WHERE 9NDICATED �� COOLER/FREEZER WALL AS READ TO 20 GAUGE CLIP PROVIDE 5/$"RATE X ON PLANS STABILIZE PARTITION I ANGLE GLASS-MAT BACKER ' / 1 1 20 GAUGE MATERIAL AT RATED �� ►� INDICATES 48" PLASTICOtED T P TOP TRACK METAL STUDS SET 1/2" OFF i i . .- CONDITIONS s � LAMINATE OR PROTECTIVE , /FACE OF WALL SURFACING WAINSCOT UNO -' Dpi' ! 'ilMETAL STUDS METALSTUDS � ___ _ __AS SCHEDULED FACE OF WALL 5/8" TYPE X AT 16" OC 11 k, - - INDICATES 24" HIGH PLYWOOD w" . n: I GYPSUM BOARD F WAINSCOT ON 2x8 BASE UNO � ��/" WALL FINISHI CEILING AS SCHEDULE 5/8" GYPSUM TO BE FLUSH WITH 1/2" GYPSUM T 062708 A061-047T 042911 C/AO61-021 _ - - - REF PARTITION TYPES • INDICATES 48" HIGH PLYWOOD -� r,ii=.29 cpI FURRING FIRE RATED ___--y_--- WAINSCOT ON 2x8 BASE UNO 1OF00 II' INDICATES 96" HIGH PLYWOOD 8 NOT USED O NOT USED 6 PARTITION BRACING ATTACHMENT TO WALL 4 CORNER FRAMING i I WAINSCOT ON 2x8 BASE UNO 1 1/2" = 1'-0" 052810 C/A061-006 © 1 1/2" = 1'-0" 051009 C/A061-005 1 1/2" = 1'-0" 092807 C/A061-004 INDICATES BUILDING TAPE METAL STUDS CRIPPLE STUD CLEARANCE GYPSUM BOARD IREFERENCE SIDE OPPOSITE SIDE 1/4" - 3/8" INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULEa Ill° HEADER HEADER MINIMUM EFFECTIVE 1/2" PLYWOOD Ih �' 5/8" TYPE X VERTICAL GYPSUM BOARD LENGTH MEMBERS PROPERTIES PER STUD I I. GYPSUM BOARD 1" CONTROL JOINT Oil �+�' REF SPECIFICATIONS 2' TO 6' (2) 6" x 18 GAUGE Ix = 2.042 Sx = 0.670 E 6' TO 8' (2) 6" x 16 GAUGE Ix = 2.518 Sx = 0.839 033001 C/A061-020 DEFLECTION 8' TO 10' (2) 6" x 14 GAUGE Ix = 3.094 Sx = 1.031 TRACK 10' TO 12' (2) 8" x 18 GAUGE Ix = 4.134 Sx = 1.0331 WHERE NO CEILING 12' TO 14' (2) 8" x 16 GAUGE Ix = 5.110 Sx = 1.277 IS INDICATED 14' TO 16' (2) 8" x 14 GAUGE Ix = 6.303 Sx = 1.576 CONTINUE GYPSUM 16' TO 18' (2) 10" x 14 GAUGE Ix = 6.303 Sx = 2.456 BOARD AND WHERE NO CEILING IS �..:: ._ _ �I 11 =: GYPSUM BOARD /Oa S/8" GAP 1 5/8" DRYWALL 18' TO 26' (2) 12" x16 GAUGE Ix = 15.730 Sx = 2.334 PLYWOOD TO I I INDICATED CONTINUE GYPSUM BOARD \ SCREWS AT 24" OCIzI DECK , GYPSUM BOARD ANDIIPLYWOODTODECKMETAL STUD o 3/4" PLYWOOD I 5/8" TYPE X DOUBLE MTL STUD (1) #10 TEK I C-, ' I METAL STUDS p' ZINC CONTROL GYPSUM BOARD I w I til I METAL STUDS I 999 IL ADER SCREW AT EACH cn 1/2" GYPSUM BOARD �t g F 1-A6.1 JOINT STRIP AT JAMBS I GYPSUM BOARD I II B VERTICAL STUD VIII GYPSUM BOARD ON BOTH INSTALL CSIDES OOF L JOINT BOX BEAM BOTTOM TRACK METAL STUDS if WALL TOP TRACK 1/2" PLYWOOD ' II I11 1/2" PLYWOOD LOCATE AT LATCH SIDE11 ONLY ON SINGLE DOORS METAL STUDS 2 STUD I +� 1 11rw VERTICAL GYPSUM BOARD A HEADERS �r SECTION GYPSUM BOARD 1" B D B • CONTROL JOINT FINISH AS +-. N 103108 C/AO61-019 033001 C/A061-017 PARTITION � . REF SPECIFICATIONS INDICATED i 083101 C/A061-036 I + - 11 WHERE NO CEILING IS WHERE NO CEILING TYPES BOTTOM TRACK INDICATED CONTINUE IS INDICATED AND PARTITION18 GA TRACK - --- U GYPSUM BOARD AND AT RATED WALLS, 1 AND A METAL STUDS III PLYWOOD TO DECK I� CONTINUE GYPSUM $ FLOOR TRACK VARIES METAL STUD HEADERII UNO I, UOTO DECK 5 DETAILS a / / 18 GA TRACK WITH (3) #10 TEK GYPSUM BOARD 'IAB a -- ------ -- - - - - - BOARD SCREWS EACH SIDE TO HEADER AND o �j A SECTION B SECTION A (6) #10 TEK SCREWS TO JAMB 111111 METAL STUDS II. METAL STUDS 1/2" PLYWOOD METAL STUD JAMB GYPSUM BOARD � 3 Iai NII� GYPSUM BOARD CONTROL JOINT AT DOOR JAMB GYPSUM BOARD CONTROL JOINT HEADER CONNECTION DETAIL1/2" PLYWOOD I ; SHEET: o Q NTS 102811 C/A061-003 © 1 1/2" = 1'-0" 042806 C/A061-002 1 1/2" = 1'-0" 102811 C/A061-001 M C A a O 033001 C/A061-028 012706 C/A061-018 012508 C/A061-016 A6 . 1 NOTE: CENTERLINE OF GENERAL NOTES _I TRACK IN DOOR POCKET DOOR1' TRACK -14" MUST ALIGN WITH TRACK / 1' 2 an MOUNTED TO BOTTOM OF BULKHEAD \ 5/8" GYPSUM w BULKHEAD ABOVE \\1 BOARD 1. REFER TO SHEET A7 FOR SCHEDULE FINISH KEY 2 \ \ < oo c' m u - - - - - — BULKHEAD ABOVE D re) TRACK IN DOOR POCKET MUST o \ '�� ALIGN WITH TRACK MOUNTED TO \ \ 6" METAL STUD CENTERLINE BOTTOM OF BULKHEADC2 LU q I- \ \ _ FOR LINTEL OF DOOR m \ SUPPORT TRACK oe M c, ATTACH CONTINUOUS 4" x 3 5/8" x 16 \ J, 6Illh GAUGE LLH BENT PLATE WITH (2) #10 "1.�.1 1/2" GYPSUM DOOR PROVIDED 1/2" GYPSUM __„.. SCREWS AT EACH STUD WITH POCKET / / fO ° N1111) ' > BOARD BOARD AT FOOD < LL DOOR PROVIDED SERVICE ATTACH CONTINUOUS 6"x3 5/8" x 16 • WITH POCKET ` �-- ' REF FOOD TENANT: DO ° <a 5 8" GYPSUM BOARD NOT INSTALL 5/8" GYPSUM BOARD CO N 0 GAUGE DEFLECTION TRACK TO BENT / /SERVICE TENANT PLATE WITH #10 SCREWS AT 12" OC �� w > !/ FOR FINISHESI w r e 3 5/8" METAL STUDS F w GYPSUM STAGGERED 11 _ 0 CC ? 0 j r AT WALL BOARD BELOW 0Dr CI_ 00 8'-0" AFF 3 5/8" METAL STUD CROSS BRACE I 7 AT FOOD SERVICE z a w 0 �� ¢ 0 < 3 5/8" METAL UNTIL FOOD �� DO NOT ATTACH TO BULKHEAD TENANT: DO NOT J w i DOOR POCKET FRAME TO d _ SERVICE o F"� <z wo �< INSTALL GYPSUM n• - 1 J w¢ F z STUDS DRAWINGS 4 N �� " 0 \ w 3 z f BOTTOMUOFDTHE BULKHEAD 6" METAL zE inI i+� Q0 — Q ' w o « z BOARD BELOW w v - < w 3 0 ��` z HW ��o \ 8'-O" AFF UNTIL m } w t STUDS 6" X 16 GA METAL STUDS AT z•-,.130. LWIl w N_i��Wo3W ARE RECEIVED " � < <oo it ii FOOD SERVICE ¢ >- w �� AND TO CONCRETE SLAB. ww J - 16" OC 0 W�o=0�WuWaF>- DRAWINGS ARE w DO NOT ANCHOR AT SIDES w w now oU��Faa 6l RECEIVED < S f CARD GYPSUM OR ENDS. WHEN OPEN BOTTOM OF GRILLE SHOULD�— REF SECTION BE A MINIMUM OF 2 1/2" - _ . , as��« �ao �03 ,, _... • p p PROVIDE 12 GAUGE BENT PLATE -I < " zeemulUge45 BO SOFFIT 6"x 20 GAUGE METAL AND A MAXIMUM OF 3" a BRACKET AT WALL IN FOREGROUND a o��WNrc�� "i $ o� �— v: ATTACH CONTINUOUS 6" STUD BULKHEAD Wr - 3 5/8" METAL STUDS /I ABOVE SLAB o _ AND ATTACH WITH 4 HILTI MASONRY NyNi `�<gao DEFLECTION TRACK TO STUDS (1) #10 TEK SCREW AT i EXPANSION ANCHORS. FRAME INTO \ ABOVE WITH (2) #10 TEK EACH VERTICAL STUDMETAL STUD WALL BEYOND. J SCREWS AT EACH STUD BOX BEAM WITH (2) 6"x18 GAUGE NO GYP AT ` 5/8" GYPSUM BOARD ^ 5/8"BOARDSUM 3" 3" SIM CONDITION \ 107'-g 1/2" [2 ., p REF HEADER SCHEDULE \ METAL STUD SIDE MEMBERS WITH /J REF FOOD SERVICE TENANT ' T I• BO STUD1-A6.1 M _ 5/8" GYPSUM BOARD 6"x18 GAUGE TOP AND BOTTOM / 1 %%% FOR FINISHES AT WALL YYY :r, ATTACH AT TOP ONLY TRACKS. ATTACH TO BOTTOM OF 5/8" GYPSUM BOARD BULKHEAD. DO NOT ATTACH TO ADJACENT VERTICAL WALLS 5/8" GYPSUM BOARD DOOR POCKET FRAME TO BE SECURED ONLY TO THE N s: lx WOOD BLOCKING BOTTOM OF BOTTOM OF THE BULKHEAD AND TO CONCRETE SLAB. CORNER BEAD z z / .' BLOCKING TO BE AT 9'-1 1/4" AFF DO NOT ANCHOR AT SIDES OR ENDS. WHEN OPEN 6" METAL STUDS REF FLOOR PLANS AND BOTTOM OF GRILLE SHOULD BE A MINIMUM OF 2 1/2" j WALL TYPES AND A MAXIMUM OF 3" ABOVE SLAB HEADER A T CART STORAGE z CAPTURE TRACK HEAD DETAIL Q SECURITY GRILLE POCKET 8 SECURITY GRILLE POCKET 7 11/2"=,'-°" 102811 \A062-007 0 1 1/2" = 1'-0" 032610 c\A055-011_FST 0 1 1/2" = 1'-O" 032610 C\a062 01O_TSRN J 1" = 1'-O" 012811 C/a055 009_TSRN F 1" = 1'-0" 012712 a055 008_ELNPN F 6" x 20 GAUGE ATTACH L2x2x 16 GAUGE TO METAL STUD TOP AND BOTTOM CHORDS WITH ATTACH L2x2x 16 BRACES AT 32" OC (3) #12 TEK SCREWS TYP ROOFING SYSTEM GAUGE TO TOP AND ATTACH TO MIN OF % 0 o BOTTOM CHORDS 2 JOISTS ROOFING SYSTEM to ATTACH 20 GAUGE WITH (3) #12 TEK Q Q .-1 TOP TRACK WITH #10 CUT GYPSUM SCREWS TYP ATTACH 20 GAUGE CUT GYPSUM -ATTACH 20 GAUGE 0 % O TEK SCREWS FOR 2 BOARD TO FIT 2 TOP TRACK WITH #10 BOARD TO FIT TOP TRACK WITH #10 ATTACH 20 GAUGE TOP TRACK WITHIN 3 8" OF 2"X2" BENT PLATE / TEK SCREWS FOR 2 ROOFING SYSTEM ROOFING ATTACH 20 GAUGE TOP TRACK ROOFING ROWS AT 24" OC TO / / WITHIN 3/8" OF TEK SCREWS FOR 2 WITH #10 TEK SCREWS FOR 2 AT SIM CONDITION I SYSTEM WITH #10 TEK SCREWS FOR 2 SYSTEM BOTTOM OF ROWS AT 24" OC TO BOTTOM OF ROWS AT 24" OC TO ROWS AT 24" OC TO METAL J METAL ROOF DECK 2 ROWS AT 24" OC TO METAL o ROOF DECK METAL ROOF DECK ROOF DECK METAL ROOF DECK ROOF DECK w E~ ROOF DECK 1 En N 2 2 - 11wa 11111111 A ) > , ) < < C Q O a il ONT SEALANT o L 1` ONT CUT GYPSUM BOARD -I r CUT GYPSUM Z ■I.11 / SEALANT TO FIT WITHIN 3/8" ATTACH 20 GAUGE 1 ---- TOP TRACK WITH #10 f f 1 OF BOTTOM OF ROOF BOARD TO FIT w TEK SCREWS FOR 2 I - (4) #10 DECK WITHIN 3/8" �Qy (Y o r'� ROWS AT 24" OC TO TEK • /OF BOTTOMrI�\• 6" x 20METAL ROOF DECK ^ MIIN SWS T D7 , ATTACH EACH /; OF ROOF DECK o STUD WITH GAUGE % I lir VERTICAL STUD WITH ATTACH EACH `■/ o METAL STUD L1 1/2x1 1/2x16 S. TO STUD \ \\/ (3) #10 TEK VERTICAL Y� BRACES AT GA CONT, TYP / TYPO CONNECTION ON �I' - SCREWS --- ' --—(3) # 0 TEK =: . W 32" OC ATTACH WITH (1) _ ___ ATTACH STUD ATTACH TO #10 TEK SCREW i ' ! 1 __` SCREWS , TO ANGLE WITH MIN 2 JOISTS AT EACH LEG OF I CONT NESTED 3 CONT NESTED (4) #10 TEK I EACH STUD /ATTACH 15/8" x 18 GAUGE 3 5/8" x 18 SCREWSTYP STUD TO L1 1/2x1 STUD AND TRACK GAUGE STUD ATTACHED TO JOIST AND TRACK ANGLES WITH (4) 1/2x16 GA ALIGN CONT, TYP CHORD WITH (2) ATTACHED TO STUD BRACING AT #10 TEK SCREWS ATTACH WITH #12 TEK SCREWS JOIST CHORD EACH BAR JOIST �_��i� 6"x 20 GAUGE TYP EACH END TYP FI.,11_LS/8"x 20 WITH (2) #12 REF 7-A6.3 ISSUE BLOCK REF METAL STUDS AT (1) #10 TEK LENGTH OF WALL GAUGE METAL TEK SCREWS SCREW AT STUDS AT EACH END CONT NESTED 3 ATTACH EACH 16" OC EACH LEG OF 16" OC TYP 5/8" x 18 GAUGE VERTICAL STUD BRACES SHALL ALIGN EACH STUD 3 5/8"x 20 WITH (3) #10 TEK 3 5/8"x 20 STUD AND TRACK IP GAUGE METAL ATTACHED TO JOIST STUD BRACES 5/8" GYPSUM z / tch J GAUGE METAL CHORD WITH (2) #12 SCREWS �� / 5 8" GYPSUM BOARD AT 32" OC BOARD --- 0 / 6"x 20 GAUGE - - STUD BRACES TEK SCREWS EAC • • AT 32" OC __ __ METAL STUDS _ END TYP FULL (4) #10 TEK 6"x 20 GAUGE (4) #10 TEK 3 5/8"x 20 GAUNT 16" OC 4) #10LENGTH OF WALL I ' TEKSCREWS MIN 5/8" GYPSUM METAL STUDSOA SCREWS MIN � . METAL STUD AT 16" . , SCREWS MIN ;' STUD TO STUD \ BOARD STUD TO STUD j` OC STUD TO STUD 6"x 20 GAUGE METAL ATTACH CONTINUOUS X16 CONNECTION AT 16" OC / �- 4" X 3 5/8" X 16 CONNECTION 3 5/8"x 20 GAUGE CONNECTION GAUGE LLH BENT TYP UNO TYP UNO TYP UNO STUDS AT 16" OC REF LIGHTING 3 5/8"x 20 3 5/8"x 20 GAUGE —�. METAL STUD BRACES tE - / PROVIDE ONE STUD SCREE AT EA) #10 MANUFACTURER GAUGE METAL METAL STUD BRACES 2•-6" AT 32" OC 5 8" GYPSUM DIRECTLY ADJACENT SCREWS AT EACH STUDS AT 16" OC AT 32" OC STUD o o REF LIGHTING 6"x 20 GAUGE METAL ♦ BOARD TO EACH SIDE OF Y MANUFACTURER o STUD AT 16" OC b EACH JOIST 3 5/8"x 20 _ / / - --- REF LIGHTING • CONTINUOUS — _ Ill_ GAUGE METAL �} 5/ "x 20 ATTACH CONTINUOUS TRACK STUDS AT 16" OC ;�� CONTINUOUS - MANUFACTURER ___ REF LIGHTING GAUGE METAL r TRACK MANUFACTURE 6" X 3 5/8" X 16 e CONTINUOUS STUDS AT 16" OC /• -- - ■� - !_� Y / TRACK GAUGE DEFLECTION i r 114'-0" m' 114' 0" • —. . /// -- -----' ■:■ TRACK TO BENT I 114'-0" -=J '/ 114'-0" PLATE WITH #10 1 BO SOFFIT BO SOFFIT BO SOFFIT $ SCREWS AT 12" OC I 1 I 1 I BO SOFFITCHECKED BY: � I rI j 5/8" GYPSUM REF WALL / I i CONTINUOUS STAGGERED ,� ; a BOARD p76 REF WALL 5/8" GYPSUM BEYOND I I TRACK DRAWN BY: SIM ! 5/8" GYPSUM / ___ I, BOARD BEYOND BOARD P76 P76 i 5/8" GYPSUM FILE NAME: 150-A062 11 11 ....____1;/ BOARD p76 A6.2 =-= 112' 6" LIGHT FIXTURE A6 2 1- PROTO CYCLE: 012712 BO SOFFIT REF ELECTRICAL STUDS AND MFR FOR STUDS SHALL ALIGN • LIGHT FIXTURE SHALL ALIGN 1 DOCUMENT DATE: 041012 • FINISH OPENING REF ELECTRICAL LIGHT FIXTURE LIGHT FIXTURE \ _ AND MFR FOR REF ELECTRICAL REF ELECTRICAL 3 5/8"x 20 SIM 10 - FINISH OPENING 10 I • 4)1 AND MFR FORAND MFR FORGAUGE METAL �� i1 FINIPENINGFINISH OPENINGSTUD AT 16" OC ® I3 5/8"x 20 ® 1 �~�[3QU L HEADER PER SCHEDUL — GAUGE METAL . ?" _- 29 - 5/8" GYPSUM BOARD STUDS AT .J� / !_ REF 1-A6.1liar _ �'i -��`� 16" OC : .:,hilA, T A8.1 r— �1 a a 3 5/8" X 20 GAUGE . •1 i, u -y-` #542a METAL STUD AT 16" OC 5/8" GYPSUM BOARDIIII %1 QF P105 -.4. 109'-0" 109'-0" ---- - / BO BULKHEAD$ t� __ ._ BO BULKHEAD 1/2" GYPSUM BOARD i 1/2" GYPSUM i ON 3 5/8" x 20 GAUGE \*- ---- _____±... ----- -- BOARD -- ----- 6" X 20 GAUGE METAL 5/8" GYPSUM BOARD REF FOOD 5/8" GYPSUM BOARD METAL STUDS AT 16" OC 5/8 GYPSUM BOARD ON 3 5/8" x 5/8" GYPSUM BOARD STUD AT 16" OC P105 SERVICE ON 6 x 20 GAUGE 20 GAUGE ON 3 5/8" x 20 ARCHITECTURAL METAL STUDS AT 16" OC METAL STUDS GAUGE METAL STUDS CEILING AS DRAWINGS AT 16" OC AT 16" OC SCHEDULED FOR FINISHES SIDE FOLDING GRILLE SIDE FOLDING GRILLE SIDE FOLDING GRILLE AT WALL AND7 FURNISHED BY FURNISHED BY WALMART, REF FLOOR FURNISHED BY WALMART, CEILING WALMART, INSTALLED INSTALLED BY GENERAL SIDE FOLDING GRILLE INSTALLED BY GENERALFURNISHED BY PLANS AND CONTRACTOR PER MFR BY GENERAL CONTRACTOR PER MFR WALL TYPES RECOMMENDATIONS CONTRACTOR PER MFR RECOMMENDATIONS WALM AR T, INSTALLED RECOMMENDATIONS BY GENERAL TENANT CONTRACTOR PER MFR ' RECOMMENDATIONS PO► 5/8" GYPSUM BOARD REF FOOD SERVICE REF FOOD ARCHITECTURAL SERVICE DRAWINGS FOR FINISHES ARCHITECTURAL ICE MACHINE AT WALL AND CEILING DRAWINGS FOR ALCOVE FINISHES AT WALL AND CEILING sc / PROTECTIVE SURFACING ON + F 5/8" IMPACT AND PROTECTIVE SURFACING WATER RESISTANT + ON 5/8" IMPACT AND • / PROTECTIVE SURFACE + WATER RESISTANT �/ ON 5/8" IMPACT GYPSUM BOARD RESISTANT GYPSUM + GYPSUM BOARD to BOARD INTERIOR + + I I + WALL + + - FLOORING AND SECTIONS FLOORING AND TRANSITION + 6" PLASTIC BASE TRANSITION WHERE WHERE INDICATED 6" PLASTIC BASE 6" PLASTIC BASE ��' INDICATED ON PLANS ARCHON �TOECTURALD ICE it/ CONCRETESLABa CONCRETE SLAB CONCRETE SLAB N - DRAWINGS _ \ \ 17) 65 N 6 NOT USED © WALL SECTION BULKHEAD SECTION BULKHEAD SECTION GRILLE POCKET SECTION GRILLE POCKET SECTION 4 SHEET: N 3/4" = V-0" 042911 C/A062-005_TSRN 3/4" = 1'-0" 012811 C/A062-004_TSRN 3/4" = 1'-0" 073010 A062-003_TSRN © 3/4" = 1'-0" 012811 A062-002_TSRN 3/4" = 1'-0" 073010 C/A062-001_TSRN 0 A6 . 2 2 c4 0 in ATTACH 20 GAUGE TOP L1 1/2x1 1/2x 16 GENERAL NOTES \I.:I TRACK WITH #10 TEK SCREWS GA CONT. ATTACH w 3 FOR 2 ROWS AT 24" OC TO WITH (1) #10 TEK o a METAL ROOF DECK SCREW AT EACH 1. REFER TO SHEET A7 FOR SCHEDULE FINISH KEY ? if LEG OF EACH STUD < oo ROOFING SYSTEM TYP S �r �. ice■ ��■�I LU c , ) / , c v / � < , v / ,- v / t - � t\ t\/\/\ Mw N Z lir . � 0 LL , CO ul y e 5 IF (4) #10 TEK oi F o SCREWS MIN STUD TO STUD ATTACH EACH — CONNECTION TYP UNO VERTICAL STUD 6" x 20 GAUGE METAL STUD / ATTACH STUD TO w ooz WITH (3) #10 TEK BRACING AT 32" OC N o r, <i Wo �a SCREWS ATTACH TO MIN 2 JOISTS #10 TEK SCREWS4W WF <``gwmz .1,-o PROVIDE ONE / CONT NESTED 3 5/8" x 18 GAUGE TYP ATTACH L2x2x 16 GAUGE )pZO�NZ�zWO��W im STUD DIRECTLY STUD AND TRACK ATTACHED TO JOISTo 0.0VS0�WW " a- ADJACENT TO CHORD WITH (2) #12 TEK SCREWS TOH TOP AND BOTTOM w ao�L�.-bg a!' �� CHORDS WITH (3) #12 TEK zz `VISS bj W,6i0 0 EACH SIDE OF EACH END TYP FULL LENGTH OF WALL ;Pi` u-Woz EACH JOIST J1 J1 SCREWS a 2No- E rce W4 1 6" X 20 GAUGE METAL 1 5 c-c .ti FE rcT,..65 STUD AT 16" OC d o6§Wv=irc�a S. NoLl 3 5/8" x 20 GAUGE METAL �uI�SNi < `J�i<rcto2 STUD BRACING AT EACH BAR JOIST ATTACH EACH END WITH (2) #12 TEK SCREWS 3 5/8" x 20 GAUGE METAL STUD 'I CONTINUOUS AT MIDPOINT 2x2 x 18 GAUGE CONTINUOUS • STEEL ANGLE ATTACH TO EACH STUD WITH (2) #10 TEK SCREWS o 6" x 20 GAUGE METAL STUD z BRACING AT 32" OC I- NOT USED NOT USED NOT USED ATTACHMENT AND BRACING AT ATTACHMENT AND BRACING AT z 10 9 8 PERPENDICULAR JOISTS JOISTS PARALLEL o OTYPICAL BULKHEAD ATTACHMENT NTS 052810 C/A063-007 ATTACH L2x2x 16 GAUGE TO TOP AND BOTTOM ROOFING SYSTEM ATTACH L2x2x 16 6" x 20 GAUGE METAL O 0 Z CHORDS WITH (3) #12 TEK SCREWS TYP CUT GYPSUM GAUGE TO TOP AND STUD BRACES AT 32" O BOARD TO ROOFING SYSTEM BOTTOM CHORDS WITH OC ATTACH TO MIN 2 ROOFING SYSTEM Q QLn ATTACH 20 GAUGE TOP TRACK WITH #10 Z, --1 ATTACH 20 GAUGE CUT GYPSUM TEK SCREWS FOR 2 ROWS AT 24" OC TO FIT WITHIN (3) #12 TEK SCREWS JOIST 0 O 0 TOP TRACK WITH #10 BOARD TO FIT METAL ROOF DECK 3/8" OF ATTACH L2x2x 16 ATTACH 20 GAUGE TOP CUT GYPSUM 2"X2" BENT PLATE AT 2" ATTACH 20 GAUGE CUT GYPSUM BOTTOM OF ^ BOARD TO FIT TOP TRACK WITH ROOFING SYSTEM TEK SCREWS FOR 2 WITHIN 3/8" OF 6" x 20 GAUGE METAL STUD / GAUGE TO TOP AND TRACK WITH #10 TEK SIM CONDITION #10 BOARD TO FIT T . ROOF DECK BOTTOM CHORDS WITH SCREWS FOR 2 ROWS WITHIN 3/8" OF 2" TEK SCREWS FOR 2 WITHIN 3/8" OF CE12) v L o ROWS AT 24" OC TO BOTTOM OF BRACES AT 32" OC ATTACH TOONT BOTTOM OF ROWS AT 24" OC TO BOTTOM OF w E-. METAL ROOF DECK ROOF DECK MIN 2 JOIST SEALANT \3) #12 TEK SCREWS AT 24" OC TO METAL ROOF DECK METAL ROOF DECK ROOF DECK c4 ao., J urn 1101■1 1 III / _. _ _ — YP ROOF DECK ,""I O Q O — �� a r��l ATTACH 20 i r Q ONT , _ `¢ Q z -up +err - � Ail GAUGE TOP —__ L s O \ SEALANT __ L ` Lv -1 ith\L TRACK WITH ONT NOf m ix, I/ I _ _ , #10 TEK N (4) #10 TEK r SEALANT h"�-1 O ONT SEALANT - __. __ SCREWS FOR I ^ SCREWS MIN I I- o 2 ROWS AT -• �'. CON C1 STUD �•'. ‘ \ 24" OC TO \ CONNECTION ` \` L1 1/2x1 1/2x16 0 METAL ROOF TYP UNO GA CONT, TYP E-1 C4 DECK ATTACH WITH (1) pq �- U 1/2x1 I �� #10 TEK SCREW /�T 1/2x16 GA ATTACH STUD TO \ EACH LEG OF E CHii]::: z ATTACH STUD CONT, TYP L1 1/2x1 1/2x16 STUD TO ANGLE WITH ATTACH WI(1) #10 TH ANGLE WITH (4) ATTACH WITH (1) .� 1 (4) #10 TEK #10 TEK SCREWS GA CONT, TYP (4) #10 TEK -, SCREWS TYP SCREWS MIN '‘, SCREW AT #10 TEK SCREW ATTACH STUD TO STUD TO STUD 1 TYP EACH LEG OF 6" x 20 2•_6" AT EACH LEG OF 11 ANGLE WITH (4) CONNECTION TYP NESTED 3 5/8" EACH STUD GAUGE METAL / i EACH STUD x 18 GAUGE TYP STUD BRACES TYP #10 TEK SCREWS 7-6" UNO ISSUE BLOCK STUD AND REF PLAN 2 AT 32" OC TYP / ATTACH II TRACK / / BRACES SHALL ATTACH TO MIN BRACES SHALL ALIGN EACH II ALIGN ATTACHED TO 2 JOIST VERTICAL I JOIST CHORD ► 6"x 20 GAUGE STUD WITH WITH (2) #12 (3) #10 TEK METAL STUDS BRACES TEK SCREWS AT 16" OC SHALL ALIGN SCREWS TYP EACH END TYP ra FULL LENGTH 6" X 20 GAUGE 3 5/8"x 20 6"x 20 GAUGE METAL STUDS (4) #10 TEK METAL STUDS OF WALL GAUGE METAL AT 16" OC 6"x 20 GAUGE AT 16" OC SCREWS MIN STUD BRACES METAL STUDS 5/8" GYPSUM STUD TO STUD AT 32" OC5/8" GYPSUM 6"x 20 GAUGE METAL AT 16" OC BOARD CONNECTION 3 5/8"x 20 GAUGEBOARD STUDS AT 16" OC \ \ SIM TYP UNO 5/8" METAL STUD 3 5/8"x 20 GYPSUM BRACES AT 32" OC 5/8" GYPSUM GAUGE METAL ®alkREF LIGHTING � , BOARD META3 L STUDS ATGE �' BOARD STUD BRACES 11 MANUFACTURER •-' AT 32" OCA6.2 0 3 5/8"x 20 3 5/8"x 20 GAUGElig 32" OC - o REF LIGHTING / - I GAUGE METAL STUDS AT o REF LIGHTING o REF LIGHTING I MANUFACTURER --yam --- I /�-MANUFACTURER I MANUFACTURER 3 5/8"x 20 1 1' 1 METAL 16" OC y GAUGE I i '� STUDS AT i 3 5/8"x 20 'I / ATT16" OC DS =! . ___ i __ —�- I - . . -_-_ __-_ \ ___ TRACK CONTINUOUS 16" OC 1 GAUGE METAL CONTINUOUS _ * *uY I Ind STUDS AT 16" OC �n, "I - __r—z— ■ r- TRACK ---- ■ * Mal rill 114'-O" • 1 • i / 114'-0" p - II L 1 • ' / , 114'-0" • • f 'ii 114'-0" CHECKED BY: BO SOFFIT$ BO SOFFIT$ BO SOFFIT$ BO SOFFIT $ TRACK UOUS 1`r---`�I 1 CONTINUOUS DRAWN BY: - I ) T- I TRACK 5/8" GYPSUM FILE NAME: 150-A063 - ( BOARD P76 - . - -- PROTO CYCLE: 012712 DOCUMENT DATE: 041012 LIGHT FIXTURE 5/8" GYPSUM 5/8" GYPSUM 11 REF BOARD P76 LIGHT FIXTURE BOARD P76 A6.2 ELECTRICAL REF ELECTRICAL f _ AND MFR -LIGHT FIXTURE AND MFR FOR LIGHT FIXTURE 6"x 20 GAUGEby FOR FINISH REF ELECTRICAL FINISH OPENING .�G^ / /4� REF ELECTRICAL METAL STUDS AT OPENING AND MFR FOR C?/001f. AND MFR FOR 16" OC 5/8" FINISH OPENING ��_ r� FINISH OPENING - - HEADER PER GYPSUM rr SCHEDULE BOARD P76 •3 , A,,_ liaI REF 1-A6.1 'a '�' #;424 r? CEILING AS CEILING AS SCHEDULED CEILING AS SCHEDULED J SCHEDULED1 OF ] 109'-0" 109'-0" BO SOFFIT BO BULKHEAD. 6"x 20 GAUGE METALCEILING SCHEDULEDN. 5/8" GYPSUM BOARD 6"x 20 GAUGE METAL 5/8" GYPSUM BOARD P105 STUDS AT 16" OC STUDS AT 16" OC / P105 5/8" GYPSUM BOARD , 3 5/8"x 20 GAUGE 5/8" GYPSUM BOARD ' METAL STUDS AT 16" OC REF FLOOR PLANS, REF FLOOR PLANS, WALL TYPES AND FINISH REF FLOOR WALL TYPES AND FINISH SCHEDULE - SCHEDULE PLANS AND \ \ WALL TYPES - 5/8" GYPSUM BOARD \ + + + \- / PROTECTIVE -F + + +------------ / SURFACING ON 5/8" + + + IMPACT AND WATER PROTECTIVE RESISTANT GYPSUM + + + + BOARD SURFACING ON 5/8" / PROTECTIVE f SURFACING ON 5/8" IMPACT RESISTANT + + • + IMPACT RESISTANT GYPSUM BOARD o + + + + o GYPSUM BOARD o INTERIOR + + • + WALL + + + + SECTIONS + + , + 6" PLASTIC BASE + 6" PLASTIC BASE / 6" PLASTIC BASE CONCRETE SLAB `— /// CONCRETE SLAB CONCRETE SLAB M f/ / \ / L71do N N NOT USED WALL SECTION NOT USED WALL SECTION WALL SECTION BULKHEAD SECTION SHEET: 0 6 3/4" = 1'-0" 012811 C/A063 005 4 © 3 4 1'-0" 042911 C/A063 003 © 3 4 O A6 . 3 / " _ / " = 1'-0" 073010 C/A063-002 3/4" = 1'-0" 073010 C/A063-001 GENERAL NOTES = ° A.....1 -IZ CO 0 d 1. REFER TO SHEET A7 FOR SCHEDULE FINISH KEY < oo mQ 0) LLII:e 01 Hm w „ N Z N Z V LLw o o U V it r- U CO N oc` NNO N H N ICIA D cr 4mVZH 0 d } N3pirW 0NOwXOJZNm Lr"Nep LdejKO aQ Z QCQ 008wm V,p Offip 0 ONS)c)2c(k<5Q N °✓ia m r.i�ao FQp3a a <QWW<QrZw�w OZNJ Q zoSw 1V W D onwoxFWWVm=p01'W - vrwU D� Wrco84J cEr N V) ��$Niog�<garcza12 Ln I- z a I- _I Ln Z 0 U ROOFING SYSTEM ATTACH L2x2x 16 ATTACH 20 GAUGE TOP CUT GYPSUM O % 0 z GAUGE TO TOP AND TRACK WITH #10 TEK BOARD TO FIT o BOTTOM CHORDS WITH SCREWS FOR 2 ROWS WITHIN 3/8" OF Ln (3) #12 TEK SCREWS AT 24" OC TO METAL BOTTOM OF INSTALL HATCHGRIP C 0 Zi ,--1TYP RROOF DECK ROOF DECK /^\ LADDER SAFETY NO GYP / \ EXTENSION CEI-n o - { - a j / \\\ PER INSTALL MANUFACTURER'S DETAE IL O Cn a, ROOFING SYSTEM / a — . ; L \� - CONT Vir rr SEALANT II II I/ \ II II \ O - I L- - l > \ � CJ � 1 �Y / l � , 1 > li tl o \\ ROOF HATCH z (4) #10 TEK r REF SPECS W c •\ SCREWS MIN 0, \ STUD TO STUD IN I L \ Q; CONNECTION TYP ( % \ c \ ANO / o � T / I L� V) o _ o i: 1 ROOFING SYSTEM El ! ATTACH STUD TO ANGLE � '1 w WITH (4) #10 TEK SCREWS L1 1/2x1 1/2x16 GA / -- ® ® i _ 0 BASE FLASHING Z TYP 21-6" ATTACH WITH (1) #10 - f^ AI 1 1 1 1 1 1 1 I 6" x 20 GAUGE METAL / / TEK SCREW AT EACH I I �� o STUD BRACES AT 32" OC- LEG OF EACH STUD STEELI , i 1 A TYP JOIST 3 5/8" x 20 GAUGE - I ' • —, E ANGLE FRAME, BRACES SHALL ALIGN METAL STUD BRACES I >• REF STRUC ISSUE BLOCK 6"x 20 GAUGE METAL AT 24" OC 3/16 STUDS AT 16" OC 1/ I GIRDER . o --JI BEYOND l` -- JOIST J 5/8" GYPSUM 0 3 5/8"x 20 GAUGE METAL BOARD STUD BRACES AT 32" OC arrr ' \ 1'- O" 1 W REF LIGHTING '1 5" 3 5/8"x 20 GAUGE METAL MANUFACTURER / I 108 o STUDS AT 16" OC / / o CONTINUOUS 6"x 20 GAUGE /TRACK -- METAL STUDS -1 'I 4' / AT 16" OC 6"X20 GAUGE STUDS L ti MAINTAIN 1/4" GAP ° • _ _ . -• - I_ .r.. r/ I 114'-0". • I r AT 16" OC o - P5 BO SOFFIT ' \ I SEAL PENETRATIONS • i AIRREF TIGHT1-A1 THROUGH NEUTRALIZATION CFlHLEECKEDNAME:BY: 5/8" WALLS FOR --_-- - GYPSUM P76 -5/8" GYPSUM BOARD. LOCATIONSNEUTRALIZED WALL ° DRAWN BY: BARD 150-A064 6"x 20 GAUGE METAL 3 5/8" x 20 GAUGE STUDS AT 16" OC - 5/8" GYPSUM METAL STUDS AT -LIGHT FIXTURE BOARD 112' 0" PROTO CYCLE: 012712 24" OC ° BO CAGE DOCUMENT DATE: 041012 REF ELECTRICAL J-MOLD 2'-42:1" if AND MFR FOR ) 1 / FINISH OPENING DO NOT ATTACH 2x4 BLOCKING 0 2x4 BLOCKING BETWEEN EACH �� /� NO GRILLE AT BETWEEN EACH SALES3› STUD - FULL LENGTH OF WALL L30:1Cx A' ; ?d L-- SIM CONDITION C1c ' Ro '� 1 LENGTH OFWALL RECEIVING • / ,`�.�, �.� i \ o 2 1/2"x3/8" BENT STEEL BAR _/_s,ac� �i" WELDED TO LADDER IN FIELD • • � .y CEILING AS SCHEDULED cL Ky / O OR BOLTED TO LADDER WITH .74,4;5,424 SALES 3/4" BOLTS ALIGNED BETWEEN sqb 109'-O" o VERTICAL SLOT IN LADDER AND 09 LABO BULKHEAD HORIZONTAL IN AWIR.l a H 5/8" GYPSUM BOARD - GYPSUM BOARD 1/2" DIA LAG BOLT iiir (P105) EACH SIDE o REF PARTITION 2x6 BLOCKING AT ALL LADDER TYPES SUPPORTS TYPICAL SIDE FOLDING GRILLE FURNISHED BY WALMART, 3 1/2"x1/2" STEEL BAR fSTRINGER INSTALLED BY GENERAL o P5 CONTRACTOR PER MFR 2x4 BLOCKING RECOMMENDATIONS BETWEEN EACH STUD - FULL ] 3/4" DIAMETER X24" LONG LENGTH OF WALL ��, 1 METAL RUNG AT 12" OC. WELD \ TO 1/2" FLAT BAR STRINGER PROCESSING SALES 0 0 �V a 2x4 BLOCKING BETWEEN EACH I 2x4 CONTINUOUS I /L�' — C STUD - FULL LENGTH OF WALL o BLOCKING AT 48" o AFF TO CENTER OF 'ROTECTIVE BLOCKING IN ROOM I# SURFACING ON f' '-p 178 RECEIVING" I ' - \ \ 5/8" IMPACT L� ONLY ° RESISTANT 6"x20 GAUGE METAL STUDS AT GYPSUM BOARD16" OC o ©OH b - I DOUBLE 20 GAUGE STUDS AT PROTECTIVE 1 I ° EACH SIDE OF LADDER ALIGNED SURFACING ON 5/8" cO glir ° WITH BENT BAR IMPACT RESISTANT1 GYPSUM BOARD - GYPSUM BOARD EACH SIDE BEYOND o 0 0 0 elk REF PARTITION TYPES I I I 6" PLASTIC BASE OH 3"x3"X1/4" CLIP ANGLE AT EACH STRINGER BOLTED TO INTERIOR FLOOR SLAB WITH 3/4" BOLT WALL NOT USED SLOTTEDDSHOLE FOR FIELD SECTIONS 6" PLASTIC BASE ADJUSTMENT CONCRETE SLAB • / SOAK RETE y CONCRETE SLAB I CONCRETE SLAB !!! \ \ \ . \ ( \ \ 1 -.H '.' a WALL SECTION NOT USED WALL SECTION NOT USED WALL SECTION © WALL SECTION NI 6O 3/4" = 1'-0" 073010 c\A064-006_TSRN 4 © 3/4" = 1'-0" 021111 C\A064-003 3/4.. = 1'-0" 052810 C\A065 002 3/4" = 1'-0" 042911 A064-001 5CN SHEET: 0 A6 . 4 i_ BOTTOM CHORD 1/4" x 6" EYE BOLT. DOUBLE OF JOIST NUT AT TOP WITH OVERSIZED 2 N WASHER AND SINGLE NUT WITH SCHEDULE FINISH KEY A070-- Kb ROOM FINISH SCHEDULE kr11 o 3/4" ELECTRICAL OVERSIZED WASHER AT BOTTOM B 0 METALLIC TUBING >s[ REF SPECIFICATIONS FOR EXACT COLORS REQUIRED RM # ROOM NAME PLAN FLOOR WAI CEILINGS NOTES RM # o a CONDUIT moi' SIDE OF JOIST 3 MARK FINISH _ COLOR DESCRIPTIONcell) REFERENCE R < 12 GAGE HANGER \ � iACT1 ACOUSTICAL CEILING SYSTEM WHITE 24"x48"x5/8' ORIENTATION FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH MAT FINISH HEIGHT WIRE INSIDE TUBE \ 'iii .\\ ACT2 ACOUSTICAL CEILING SYSTEM WHITE 24"x48"x5/8" VINYL FACED ALUMINUM UNPERFORATED A o ANCHOR 1/2" ELECTRICAL fi ACT3 ACOUSTICAL CEILING SYSTEM WHITE 24"x48"w 61 a M METALLIC TUBING CONDUIT \ • AMI ARCHITECTURAL MASONRY PROMENADE BLEND o H TO 3/4" ELECTRICAL Cl CUSHION BACK CARPET TII E 100 SALES EC,PVCI,CT2, G2 86 G REF A5 B6 G P105, PL4 --- --- --- B6 C,G P105, PL4 F P33 --- 3,6,8,9,15,19,29 100Ce 1 N METALLIC TUBING CONDUIT I B6 PI ASTIC BASE BI ACK 6"x 1/4" 101 VESTIBULE CT2, G2 CC B, C, G P15, P105 CC C P76, P105 --- B, C P15, P105 86 G P76 F P15 9,15,19,29 101co z WITH (2) #8 SELF DRILLING I 4"x 1 4" 102 MECHANICAL EC --- G G --- --- G --- --- G --- F P33 --- 5, 16 102 (1 z SELF TAPPING SCREWS FULL 1/2" ELECTRICAL METALLIC TUBING 89 PI ASTIC BASE BI ACK / PENETRATION THRU BOTH CONDUIT 611 PI ASTIC BASE BI ACK 10"x 5/8" 103 EQUIPMENT CLOSET EC --- G --- --- G --- --- G --- --- G --- F P33 5 103 ICM 9 SIDES � j a CC CONCRETE CURB 105 CUSTOMER SERVICE EC B6 G P106, PS1 --- G P105 B6 G P105, PS1 86 G P105, PS1 ACT1 --- 10'-0" 2, 15, 29 105 N a 12 GAGE HANGER WIRE AT 'fa'i of CT2 ENTRY TILE RED 12"x 24"x 3/8" 106 RETURN STORAGE EC B6 G, L P105, PS1 WB G, L P106, PS1 B6 G, L P105, PS1 WB G P105, PS1 ACT1 --- 1O'-0" 2, 15, 29 106 N o 4'-0" OC EACH WAY MAX 6" I = CT11 PORCELAIN FLOOR TILE BROWN 12"x 24"x 3/8" 107 CASH EC B9 G P100 B9 G P100 89 G P100 B9 G P100 G P33 9'-0" --- 107 m H N MAX FROM WALL I CT18 WALL TILE BROWN 12" X 1 1/2" X 3/8" 108 COUNTING EC B9 G P100 B9 G P100 B9 G P100 B9 G P100 G P33 9'-0" --- 108 �rCT19 PORCELAIN WALL TILE IVORY 12"x 24"x 3/8" 110 EDC-3 EC --- C, G --- --- G --- --- G --- --- C _ --- F P33 --- 5 110 ?' a -i (4) #12 SWAY WIRE, PLACE (2) WIRES CT20 ACCENT TILE BROWN 2 1/2" X 12" X 3/8" 111 MEN CT11, G4 CT18, G4 G, T CT19, CT20 CT18, G4 0, T CT19, CT20, CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, G P33 9'-0" 15 111 cti-o EACH SIDE OF POST ON MAIN 2Z0T RUNNER. (4 REQUIRED PER POST) CT25D PORCELAIN WALL TILE IVORY 6"x 12"x 3/8" G3, P33 G3, P33 G3, P33 G3, P33 _ o �_1 aizwo wza 2,. - CT34 ACCENT TILE CARAMEL CUT FROM 12" X 12" SHEET, REF ELEVATION 111A ALCOVE CT11, G4 CT18, G4 G, T CT19, CT20 CT18, G4 G, T CT19, CT20 CT18, G4 G, T CT19, CT20, --- G, T CT19 G P33 9'-0" 15 111A w oFF 2<a_NO�wM-=wOaw '/ Gl GROUT DARK GRAY 112 WOMEN CTII, G4 CT18, G4 G, T CT19, CT20 CT18, G4 G, T CT19, CT2O CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, G P33 9'-0" 15 112 O ayMSNMIw.r,�yam \,\ WRAP WIRE AT EACH END 4 TWISTS. osw ,Wz� < G2 GROUT DARK GRAY G3, P33 G3, P33 P33 G3, P33 Z Q0io,Goo,aw W= MAX LENGTH OF COIL TO BE 1 1/2" 3isa 08www¢o6c 45' MAX HORIZONTAL \ y 112A ALCOVE CT11, G4 CT18, G4 G, T CT19, CT20 CT18, G4 G, T CT19, CT20, --- G, T CT19, G3 CT18, G4 C. T CT19, CT20 G P33 9'-O" 15 112A wmz o'^h164az oz � , G3 GROUT LT TAN 0 oaooww=zo azoz< FROM MAIN RUNNER zoo_ -FaW• mu- F<o3 TYP �• 45' MAX FROM G4 GROUT BROWN 113 STORE MANAGERS OFFICE EC 69 G P76 B9 G P100 B9 G P100 B9 G P100 ACT1 --- 9'-0" --- 113 a a<ma,a-iW LopE a, HORIZONTAL TYP 114 ALCOVE EC B6 G P105, PS1 --- G P105 B6 G P105, PS1 B6 G P105, PS1 ACT1 --- 10'-0" 2, 15, 29 114 D czzoowPwwcwwo mw ►` G6 GROUT TAN oow wWIroc c&SF 118 CART STORAGE EC CC B, G P105 --- C P105 --- C P105 --- G P105 F P15 --- 15, 29 118 �- "'owQozWrcwWio NOTE: THE FIRST CEILING TILE G13 GROUT BEIGE !n �o��zc�wamazrcar ! / ! SHALL MAINTAIN 3/4" CLEAR NRP1 NON-FIBERGLASS REINFORCED_PLASTIC WHITE NRP WALL PANEL 119 AP OFFICE EC --- C P100 B9 C P100 B9 G, L P100 89 G, L P100 ACTT --- 9'-0" --- 119 / FROM FINISH WALL SURFACE P5 PAINT "SAFETY YELLOW" OSHA STANDARD 122 EDC-2 EC -- C, G - - G --- --- G --- --- C --- F P33 --- 5 122 • r MAIN RUNNER P8 PAINT "PURE WHITE" SW #7005 123 ALCOVE EC B6 G P105, P51 - G P105 B6 G P105, PS1 86 G P105, P51 ACTT --- 10'-0" 2, 15, 29 123 LCROSS TEE 124 SEASONAL EC B6 G P105, P51 --- G P105 86 G P105, PS1 B6 G P105, PS1 ACT1 --- 10'-0" 2, 29 124 SLOT BOTTOM OF 1/2" ELECTRICAL P15 PAINT "SUMMIT GRAY" SW #7669 METALLIC TUBING CONDUIT TO FIT OVER P16 PAINT "SOFTWARE" SW #7074 127 CLOSET EC --- C P85 --- C P85 --- D P85 --- C P85 G P33 14'-0" --- 12 GAGE GALVANIZED WIRE RUNNER. ANCHOR WITH #8 SELF P33 PAINT "DOVER WHITE" SW 6385 131 ICE MACHINE ALCOVE EC B6 G P105, PS1 --- --- --- B6 G P105, PS1 B6 G P105, PS1 G P105 12'-6" 2, 29 131 HANGERS AT 4'-0" OC MAX # DRILLING SELF TAPPING METAL SCREWS134 PROCESSING EC --- G,C NRP1 WB G,L --- --- C --- --- G NRP1 F 1 134 EACH WAY WITH FIRST P36 PAINT "DOMINO" SW #6989 HANGER AT 6" MAX FROM P40 PAINT "GARDENIA" SW #6665 135 RECYCLING CENTER CT2,G2 --- C,B P105 --- G,T P105,CT19,G3 --- G,T P105,CT19 --- G,T P105,CT19,G3 ACT1 --- 10'-6" --- 135 v WALL. ELEC FIXTURES AND 4 NOTE: INSPECTION OF SWAY P60 PAINT "REDDENED EARTH" SW #6053 141 HALLWAY EC WB G, L --- --- C --- WB G, L --- WB G, L --- F P33 --- 1, 5 141 Z MECH EQUIPMENT TO BE QC 8" BRACE AND CEILING GRID --- ___ --- a A$' ScOINSTALLATION SHALL BE P76 PAINT "MEDIUM WALMART BLUE" #076 151 BREAK ROOM EC B6 G P107C P107 B6 G PL20, P93 C PL20, P107 ACTT9'-0" 8 151 J SUPPORTNC BY SEPARATE Typ COMPLETED BEFORE P83 PAINT "CORRI F BROWN" SW #6082 153 UPC/UPS EC B9 G P100 86 G P100 B9 G P100 B9 G P100 ACT1 --- 9'-0" --- 153 = WIRES. ANCHOR WIRES TO 0 INSTALLATION OF CEILING 154 EDC EC --- --- --- --- --- --- --- --- --- --- --- --- F P33 --- 14 154 Z ROOF STRUCTURE P92 PAINT "BITTERSWEET STEM"SW #7536 p PANELS. SPECIAL INSPECTOR P93 PAINT "TAMARIND" SW# 7538 158 JANITOR EC WB G, L --- --- --- --- WB G, L --- WB G, L NRP1 F P33 --- 1, 4, 5, 16 158 0 Do- TO BE _FURNISHED BY OWNER 159 SPRINKLER EC --- E --- --- C --- --- E --- --- E --- F P33 --- 5 159 PP100 PAINT NOTA4 PAINT OBLE BLACK"RN UE SW #6528 t 161 HALLWAY EC WB, B6 G P105, PS2 --- C P105 WB, B6 G P105, PS2 66, WB G P105, PS2 F P33 2, 18, 29 161 ' S �I� � P101 PAINT "EXTERIOR DROMEDARY CAMEL" 163 ALCOVE EC B6 G P105, PL4 B6 G P105, PL4 B6 G P105, PL4 B6 G P105, PL4 ACTT --- 10'-0" 6, 8, 29 163 WALL ANGLE •ra.f_ �, WALL ANGLE (OR CHANNEL) SW #7694 (EXT) 164 ALCOVE CT11, G4 CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, G P33 9'-0" 15 164 (OR CHANNEL) q �MAIN RUNNERS jC CROSS RUNNERS P105 PAINT _ "ICELANDIC" SWS #7518 165 MEN CT11, G4 CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, G P33 9'-0" 15 165 0 0 to LOCATE SWAY BRACE AT P106 PAINT "AFTERNOON" SW #6675 G3, P33 G3, P33 G3, P33 G3, P33 I=3 0 Z .-I LAY-IN 12'-0" OC MAX EACH WAY. O % 0 ACOUSTICAL TILE P107 PAINT "STRAW HARVEST" SW #7698 166 WOMEN CT11, G4 CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, G P33 9'-0" 15 166 6''-O-0'" FROOM EACH PARTITION P124 CHT POINT P124 PAINT "MEADOW ARK" SW #7577 G3, P33 G3, P33 G3, P33 G3, P33 PF4 STANDING SEAM MFTAI ROOF I FAD-COTE 167 FAMILY TOILET CT11, G4 CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, CT18, G4 G, T CT19, CT20, G P33 9'-O" 15 167 I w 6 CEILING GRID DETAIL - - G3, P33 G3, P33 G3, P33 G3, P33 Cn . ES o 6 NO SCALE 072707 C\a070-009_SEISDEF - PS1 - PROTECTIVE_ SURFACE _ N MEDIUM BLUE 168 SITE TO STORE STORAGE EC --- C --- WB G, L --- W8 G, L --- WB G, L --- ACT1 --- 12'-0" 1, 5 168 , fy NOTE: __ PS2 PROTECTIVE_ SURFACE- PEARL GRAY_ - 171 INVOICING EC B9 G P100 89 G P100 89 G P100 B9 G P100 ACT1 --- 9'-0" 28 171 00E 0 - PROVIDE MIN 4-0" WIDE NRP1 PL4 PLASTIC LAMINATE __- MAPLE - 172 TRAINING EC B9 G P76 B9 G P100, PS1 89 G P100, PS1 B9 G P106, PS1 ACT1 --- 9'-O" 2 172 Z 4' X 8' SHEET OF PANELS AT WALLS/WALK-IN PL19 PLASTIC LAMINATE - CHAMPAGNE 173 PERSONNEL EC B9 G P100 B9 G P100 B9 G P100 B9 G P100 ACT1 --- 9'-0" 28 173 ^ W NRP1 WITH PANELS ADJACENT TO MOP SINK PI 20 PI ASTIC I AMINATF ALOE 174 CBL EC B9 G P100, PS1 B9 G P100, PS1 B9 G P100, PS1 B9 G P100, PS1 ACT1 --- 9'-0" 2 174 ,QN J-MOLD ON ALL REF PLANS PVC1 PVC PI ANK FLOORING WOODGRAIN 175 AD OFFICE EC B9 G P100 89 G P100 89 G P100 B9 G P100 ACT1 --- 9'-0" --- 175E-�-1 0 0 EDGES 4'-O" SS STAIN! FSS STEFI 176 HALLWAY EC WB, B6 G P105, PS2 --- C P105 --- G P105 WB, B6 G P105, PS2 F P33 --- 2, 18, 29 176 eT + 1- 2 PARTITION OR SCB7 SANITARY COVE BASE TAN ANTIMICROBIAL PLASTIC 178 RECEIVING EC WB G, L --- --- C --- WB C,G,L,N --- WB C,G,L --- F --- --- 1, 4, 5, 16, 32 178 0 WALK-IN PANEL \I: t \ SST4 SOLID SURFACE COUNTERTOP TUSCANY CANYON POLISHED 185 NOT USED --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 18564 WB 2x8 WOOD BASE PHARMACY C/A070-RFS-PH1C W SEAL MOPSINK AT .. ............. WP2 SOLID PHENOLIC PANEL DARK BROWN EXTERIOR WALL PANEL 300 PHARMACY Cl B9 G P40 89 G P40 B9 G P40 69 G P40 ACTT --- 9'-0" 19 300 FLOOR LINE AND •'.::'.1.'.7.'.' WP3 SOLID PHENOLIC PANEL COBBLE BROWN EXTERIOR WALL PANEL 301 PHARMACY TOILET EC B9 G NRP1 89 G NRP1 B9 G NRP1 B9 G NRP1 G P33 10'-0" --- 301 z ADJACENT TO WALLS 302 PHARMACY CHECKOUT Cl B9 G P40 B9 G PL4 B9 G PL4,P105 B9 G PL4,P105 F P33 --- 8, 19 302 = ......... ....... o FOOD SERVICE TENANT (REF FOOD SERVICE ARCHITECTURAL FOR INTERIOR FINISHES) C\A070-RFS_FST_6A o ............... 402 TENANT EC - - --- --- --- --- --- --- --- 12 402 BASE AS GROCERY A070-RFS-GRb SCHEDULED ••••••••••••••• 1 : MOP'::::::::- SCHEDULE NOTES: C/A070-SNb 900 GROCERY SALES EC, CT2, G2 B6,SCB7 G REF GA3 611 C, N REF GA3 86, SCB7 G, N REF GA3 611 NP106 F P33 --- 3,6,8,9,15,24,30 900 ISSUE BLOCK '.SINK•'•'•' 1 INSTALL 1/2" PLYWOOD WAINSCOT WITH TOP EDGE EASED 48" HIGH BEHIND 2x8 WOOD BASE AT GYPSUM WALLS ONLY. REF PLANS FOR LOCATION 901 MEAT SALES EC G REF GA3 G, N REF GA3 --- F _P33 3,9,15,30 901 - L_� 2 INSTALL 4'-0" HIGH PROTECTIVE SURFACING WAINSCOT 903 BAKERY SALES EC B6,SCB7 G REF GA3 SCB7 G REF GA3 B6, SCB7 G REF GA3 --- --- --- F P33 --- 3, 8, 9, 15, 24 903 } 3 PAINT EXPOSED HVAC DUCT WORK P33 904 _ HMR SALES EC B6 G REF GA3 --- --- --- SCB7 G REF GA3 --- --- --- F P33 --- 3, 6, 9, 15, 24 904 4 INSTALL 1/2" PLYWOOD WAINSCOT 24" HIGH BEHIND 7x8 WOOD BASE AT GYPSUM WALLS ONLY - REF PIANS FOR LOCATIONS 911 SERVICE DELI EC SCB7 T REF GA3 SCB7 T REF GA3 SCB7 T REF GA3 SCB7 T REF GA3 ACT2 --- 9'-10" 15, 24 911 _ (SCB7 (SCB7) 5 DO NOT PAINT WALLS REFER TO SPECIFICATIONS FOR FINISHING 912 DELI PREP EC --- --- --- SCB7 N,T REF GA3 SBC7 T REF GA3 SCB7 T REF GA3 ACT2 --- 9'-10" 24 912 6 REFER TO DETAIL 7-Al 1 FOR COLUMN PAINT 913 DELI UTILITY EC SC87 N, T REF GA3 --- --- --- SCB7 T REF GA3 SCB7 N, T NRP1 ACT2 --- 9'-10" 24 913 ELEVATION7 914 DELI COOLER EC --- N --- --- N --- --- N --- --- N --- N --- 10'-0" 27, 33 914 8 INSTALL 4'-0" HIGH PLASTIC LAMINATE WAINSCOT WITH EDGE TRIM AT ALL EXPOSED EDGES 915 POULTRY COOLER EC N N N N N 10'-O" 27, 33 915 AT MOP SINK916 DELI FREEZER EC -- N N -- --- N --- - - N --- N --- 27, 33 916 © 9 SUPPLY AND RETURN AIR GRIT I FS IN WALLS OR BULKHEADS TO REMAIN MILL FINISH WHITE. IF SURROUNDING WAIL OR BUI KHEAD IS P76 PAINT GRILLE TO MATCH - 10 NOT USED 917 SALAD PREP EC SCB7 N --- SCB7 T NRP1 SCB7 T NRP1 SCB7 T NRP1 ACT2 9'-10" 24 917 919 1/4"=l' O" 012811 c\AO70-005 919 ROTISSERIE PREP EC SCB7 T NRP1 SCB7 T REF GA3 SCB7 N --- SC67 T REF GA3 ACT2 --- 9'-10" 15, 24 11 RFFFR TO EXTERIOR FI FVATIONS FOR PAINT COI OR LOCATIONS 12_ WALL MATERIALS BELOW 8'-O" AFF. CEILING MATERIALS AND ALL FINISHES BY OTHERS 921 BAKERY EC SCB7 T REF GA3 SCB7 T REF GA3 SCB7 T REF GA3 --- --- --- ACT2 --- 9'-10" 15, 24 921 13 NOT USED 922 CAKE DECORATING EC --- --- --- SCB7 T REF GA3 --- --- --- SCB7 T REF GA3 ACT2 --- 9'-10" 15, 24 922 14 INDICATES WALLS AND CEILINGS ABOVE MANUFACTURED EDC UNIT 923 BAKERY UTILITY EC SCB7 T REF GA3 SCB7 N, T REF GA3 SCB7 T NRP1 SCB7 N, T REF GA3 ACT2 --- 9'-10" 24 923 15 REFER TO INTERIOR ELEVATIONS AND FLOOR FINISH PI AN FOR AREAS WITH DECORATIVE FINISHES 925 BAKERY COOLER EC --- N -- --- N --- --- N --- --- N --- N --- 10'-0" 27, 33 925 -- 16 RFFFR TO DFTAII 5-A7 FOR NRP PANFI ON WAI I BEHIND MOPSINK AND 3-A7 WASTE COOKING OIL TANK AND CADDY 926 BAKERY FREEZER EC --- N --- CC N --- --- N --- --- N --- N 121-0" 27, 33 926 17 USE EPDXY PAINT WHEN PAINTING CMU WAI 1 S IN PREP AREAS 931 DRY PRODUCE PREP EC SCB7 N REF GA3 SCB7 T NRP1 SCB7 C, T REF GA3 SCB7 T NRP1 ACT2 --- 11'-10" 17, 24 931 '- 932 PRODUCE COOLER EC CC N --- N --- --- N --- --- N --- N --- 12'-0" 27, 33 932 18 INSTALL 4'-0' HIGH PROTECTIVE SURFACING WAINSCOT BEHIND 2x8 BASE AT GYPSUM WALLS ONLY REF 4-A9 961 MEAT UTILITY EC SCB7 N SCB7 T NRP1 SCB7 T NRP1 SCB7 T NRP1 ACT2 --- 11'-10" 24 961 19 CARPET OR ENTRY TILE AND TRANSITION STRIP FURNISHED BY WAI MART INSTALLED BY GC 962 MEAT COOLER EC CC N --- --- N --- --- N --- --- N --- N 12.-0" 27, 33 962 20 NOT 11SED971 GROCERY FREEZER EC --- N --- --- N --- --- N --- --- N --- N --- 12,-0" 27, 33 971 CHECKED BY: 21 NOT USED 972 ICE CREAM FREEZER EC --- N --- --- N --- --- N --- --- N --- N --- 12'-0" 27, 33 972 DRAWN BY: 22 NOT USED 973 DAIRY COOLER EC --- N --- --- N --- --- N --- --- N --- N --- 11'-0" 27, 33 973 23 NOT USEDFILE NAME: 150-A070 981 EDC #4 EC --- G --- --- G, L --- --- G,L --- --- G --- F P33 --- 5, 6 _ 981 24 REFER TO SHEET GA4.2 FOR COVE BASE INSTALI ATION DETAILS 982 MECH #1 (RO WATER) EC --- G --- --- G, L --- --- C --- --- G --- ACT2 --- 11'-10" 5 _ 982 PROTO CYCLE: 012712 25 NOT USED 983 MECH #2 EC --- C, L REF GA3 --- G,C --- --- G --- --- G --- F P33 --- 5 _ 983 26 NOT USED EQUIPMENT CLOSET EC --- G --- --- G --- --- G --- --- G --- F P33 --- 5 984 DOCUMENT DATE: 041012 NOT USED 27 PROVIDE CONTINUOUS SII ICONE CAUI K BEAD WITH FINGER COVE AT El 00R/WAI I JUNCTURE 991 STOCKROOM - A EC --- G --- --- N --- SCB7 T NRP1 --- G --- F P33 --- 5 991 28 PAINT BOTH SIDES OF WINDOW FRAME P16 995 HALLWAY EC WB G, L --- WB G, L --- --- C --- WB G, L --- F P33 --- 1, 5 995 Gi+md� 4 29 INSTALL 5/8" IMPACT RESISTANT GYPSUM BOARD TO 48" AFF `� ` '4'C, :' 30 REF SHEET GAS FOR INSTRUCTIONS ON PAINTING EXPOSED REFRIGERATION LINES ABOVE SALES FLOOR ,� L 31 USE B6 BASF AT EXTERIOR OF CI OSET re.. D Eu R•�i�l: 32 DO NOT PAINT STRUCTURE ABOVE fl 4I Pr z L 33 CEILING HEIGHT INDICATED IS TO THE TOP OF WALK-IN COOLER/FREEZER BOX (SUBTRACT 5" FOR INTERIOR HEIGHT) I , 34 INSTAI I 6" SOUND ATTENUATION RATT ABOVE CFI' INC i 1.'5:24 F00 SIDE-WALL FRONT WALL SIDE WALL GENERAL NOTES C/A070SCN ._._... _............. ..._... . . . . . . . . . .. A EXTERIOR PIPE BOLLARDS PS -1::.".'..___�' __�:.'::.':.'.':' .' ::: - - «.... B NOT USED :'':':': :::::i::: :r::•::::' ' .':••:..:' ....'... . . " . PAINT ALL METAL DOOR FRAMES VISIBLE TO CUSTOMER (EXCEPT DOORS IN r f.............f.......... ........ C EXTERIOR WALLS) WITH EPDXY PAINT. TRIM TOP AND SIDE P:,:::.c.::.'.•:::::::.r::.'. r..'::...:.':::. .:.:.:.... ::.::.:. •••••••••••• EDGES WITH NRP J-TRIM ..1..... " " " "" ':.',:.•.'.': b D REFER TO SPECIFICATIONS FQR ALTERNATE PRODUCTS APPLY WITH ADHESIVE :• f:.:::.':::::::.f::.'. ::._::.:.':::.'i.':.'::.'::.. '.'::.':.'.'. :.1.'.':::. ' • • • " E PAINT CMU P105 BEHIND ALL FURRED WALLS ..... '•"•""••'•""" ..I':.i I'' -- '...�..............�.... ..I.............f....U:.':.. '.'::.':.'.'. ...:: I I.'. :.. . . . . SEALANT AT ALL ::'::'...f:.::::::.':. .'.f.':.'. :. ::::::. ":::.'r.':;••..... ........ :.':.t:.'!':. n•:::• :.•••"" u.. FINISH SCHFD MAT KEY C/A070-MKb EDGES OF NRP :r."' f:::.��'::' :::::::: :::r:±!': • . . . : MARK DESCRIPTION SCB ran, S 1 SIMMp-� !! :IV:. - A CONCRETE NRP1 lb CB COOLER 'CB COOLER PANEL B GLASS AND Al UMINUM FRAME 4' x 10' PANELS PANEL C SMOOTH FACE CMU © GR ELEVATION WASTE COOKING D SPI IT FACE CMU OIL TANK 1 4' = 1' 0" 082710 A070-003A-f WASTE COOKING E CHAINI INK / OIL CADDY F EXPOSED STRUCTURE 8'-0" G GYPSUM BOARD J SHADECLOTH L L PLYWOOD \ �f M ORNAMENTAL FENCE N WALK-IN PANEL CONT SEALANT . . S WATER DRAINAGE EIFS AROUND FRAME COMPACTOR CONT SEALANT. DO NOT T GLASS-MAT BACKER MATERIAL - __ DOOR OPENING SEAL ACCESS PANEL, TYP . ROOM o TRIM TOP AND SIDE FINISH EDGES WITH NRP ........a J TRIM SCHEDULE APPLY WITH ADHESIVE •' ' ' ' ' '•'•' ' ' '•' ' 4 ♦ + + 4 _-........."11111111111111111100 �� +++++�+ SEE PLANS FOR COUNT '+' A '+'+' NRP1 (2) 4' x 10' PANELS AND CONFIGURATION OF + + +++++++++++++ '+. to \ __- DRINKING FOUNTAINS rii do 2 _4" ...CBN 2 _4" SEALANT ALL DRINKING CB EDGES OF NRP N CV GM ELEVATION FOUNTAIN ELEVATION SHEET: A 7 c 1/4" = 1'-0" 082710 C/A070-002A 1/4" = 1'-0" 103009 A070-0016 9 024 SCHEDULE NOTES C/A08100-DS-NOTESb DOOR AND FRAME SCHEDULE DETAIL REFERENCES ARE TO SHEET A8.1 UNO _ r0 1 SCHEDULED WIDTH AND HEIGHT ARE ROUGH OPENING SIZE MARK ROOM NAME DOOR FRAME FIRE NOTES MARK -1 Z 2 AUTOMATIC OPENING DOOR. SCHEDULED DOOR SIZES ARE FRAME OUTSIDE DIMENSIONS TYPE MATERIAL COLOR QTY NOMINAL SIZE GLASS TYPE MATERIAL COLOR DETAIL RATING w CD 3 3 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND , TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". o SIGNAGE FURNISHED BY WALMART AND INSTALLED BY GENERAL CONTRACTOR. W H T HEAD JAMB THRESHOLD (MINIMUM; R o 4 VERIFY DOOR SIZE AND POCKET DEPTH WITH ACCORDIAN FOLDING DOOR FOR EACH OPENING 100L SALES F HM-STL P105 2 4'-O" 7'-0" 1 3/4" --- 4 HM P105 15 14 13 --- 6, 15, 22 100L m F CC 5 INSTALL LIFT CLEARANCE TRACK TO MAXIMUM HEIGHT ALLOWABLE TO STRUCTURE PER MANUFACTURER SPECIFICATIONS 100M SALES F HM-STL P105 2 4'-O" 7'-O" 1 3/4" --- 4 HM P105 15 14 13 --- 6, 15, 22 100M 0) o PAINT DOOR 6 EXIT DEVICE AS SPECIFIED 100N SALES F HM-STL P105 2 4'-0" 7'-0" 1 3/4" --- 4 HM P105 15 14 13 --- 6, 15, 22 100N co0, LiJ P16 7 PROVIDE FLEXIBLE STRIP DOORS AND BRUSH WITH ALUMINUM HOLDER ON BOND BREAKER 100P SALES F HM-STL P105 2 4'-O" 7'-0" 1 3/4" --- 4 HM P105 15 14 13 6, 15, 22 100P 't5 m 101A VESTIBULE BB ALUM --- 1 12'-O" 12'-O" 1 1/2" TEMPERED --- ALUM --- 4-A8.2 4 3C --- 2, 3, 9 101A co w HALLWAY 8 AUTOMATIC CLOSING DEVICE AND HOLD OPEN MECHANISM. ", N Z 9 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN". 1016 VESTIBULE BB ALUM --- 1 12'-O" 12'-O" 1 1/2" TEMPERED -- ALUM --- 4-A8.2 4 3C 2, 3, 9 1016 LL > PAINT FRAME 10 NOT USED 101C VESTIBULE AA ALUM --- 1 12'-0" 7'-8" 1 1/2" TEMPERED --- ALUM --- 4-A4.3 4, 33 3B --- 2, 3, 9 101C r a HALLWAY SIDE 11 FULLY GASKETED FOR NEUTRALIZATION . _101D VESTIBULE AA ALUM --- 1 12'-0" 7'-8" 1 1/2" TEMPERED --- ALUM --- 4-A4.3 4, 33 3B --- 2, 3, 9 101D n 0 12_ PROVIDE VENDOR WITH FIELD DIMENSION OF CLEAR WIDTH BETWEEN REFRIGERATED CASES AFTER CASES ARE INSTALLED. 102A MECHANICAL F HM-STL P16 1 3'-O" 7'-O" 1 3/4" --- 1 HM P16 11 10 18 102A r a 13 DOORS TO BE FACTORY FINISH, DO NOT PAINT 103A EQUIPMENT CLOSET F HM-STL P16 1 3'-6" 7'-0" 1 3/4" --- 1 HM P16 11 10 4-A1.1 --- --- 103A N o PAINT FRAME PAINT DOOR 1- P93 P93 14 PROVIDE ONE INCH CLEARANCE BETWEEN EDGE OF STRIKE SIDE OF DOOR AND CABINET. 107A CASH F HM-STL P16 1 3'-0" 7'-0" 1 3/4" --- 1 HM P16 11 10 --- --- --- 107A BREAK ROOM SIDE BREAK ROOM 15 REF A2 FOR EXTERIOR DOOR AND FRAME COLOR 108A COUNTING F HM-STL P16 1 3'-0" 7'-0' 1 3/4" --- 1 HM P16 11 10 --- --- 18 108A 16ONE LEAF OF CAFE DOOR MUST BE A MINIMUM OF 32" WIDE 110A EDC-3 F HM-STL P16 1 3'-0" 7'-0" 1 3/4" --- 2 HM P16 15 14 13 --- 15 110A DOORAND FRAME 17 NOT USED 113A STORE MANAGERS OFFICE N HM-STL P16 1 3'-0" 1 3/4" TEMPERED 1 HM P16 11 10 --- --- 18 113A cLAod 1 azzwo Ewa 18 METAL DOOR FRAMES VISIBLE TO CUSTOMER NOT IN EXTERIOR WALLS TO RECEIVE EPDXY PAINT 118A CART STORAGE Si STEEL P60 1 18'-0" 4'-8" --- --- --- --- P60 7-A3.7 7B --- --- 1, 5, 15 118A w ep :, �oLi 24o Cass\ PAINT TRANSITIONS19 USE 7'-8" HIGH DOOR PACKAGE INA 7'-4" HIGH OPENING119A AP OFFICEF HM-STL P1613'-O" 7'-O" 1 3/4" --- 1HMP161110 --- --- 18119Aix 8<_<z o ma'N"mrczwo ___ --- ___ < p0 y��7wm"�J` 20 INSTALL SIDE FOLDING GRILLE PER MANUFACTURER'S RECOMMENDATIONS 122A EDC-2 F HM-STL P16 1 3'-O" 7'-O" 1 3/4" 2 HM P16 15 14 13 15 122A O �N=oNN�WWJ. am 1/4" = 1'-0" 022610 C\A080 004 21 NOT USED L` a o't. mwZkma 127A CLOSET F HM-STL P16 1 3'-0" 7'-0" 1 3/4" 1 HM P16 11 10 18 127A how mVoOFawww� Z :24v6L UO 22 PROVIDE TACTILE "EXIT" SIGN, REF Ni RECYCLING 3Ua w-wwwmmo 0 O 00_00 rc°w0<6z< 134A PROCESSING Si STEEL --- 1 6'-0" 8'-0" --- --- --- --- P124 8A 7A --- --- 1,5,7 134A ¢ i'§ mawuiao F w0_ J QzQIQ-liar 1UJON_, 1348 PROCESSING F HM-STL --- 1 3'-0" 7'-0" 1 3/4" --- 1 HM --- 11 10 --- --- --- 1348 0 ozozooNwF wwBo mw 2" 4" 2" 0_ mwmms.2,e 2" 2' 11,_ 2" 2 r7 1 134C RECYCLING CENTER F HM-STL P105 1 3'-0" 7'-0" 1 3/4" --- --- HM P105 15 14 13 --- 6, 15, 22 134A r NN Nr6 Wreomo0 -- SCHEDULE MATERIAL KEY C/A080-FKEY 135A RECYCLIG CENTER Al ALUM 1 8'-O" 9'-0" 1 1/2" TEMP ALUM 6 SIM 4 3A 9 135A co DEcolz55,?_Fct/M02-c,2 141F HALLWAY E PLASTIC BLACK PR 3'-O" 9'-0" ACRYLIC --- STEEL P94 17 16 11,13,18,22 141F mARK DESCRIPTION 1518 BREAK ROOM N HM STL REF 4-A8 1 4'-O" 7'-O" 1 3/4" TEMPERED 1 HM REF 4-AS 11 10 --- --- --- 1518 AL ALUMINUM LINK 151C BREAK ROOM F HM-STL P105 1 3'-O" 7'-O" 1 3/4" --- 2 HM P105 15 14 13 --- 6, 15, 22 151C ALUM ALUMINUM 153A UPC/UPS G HM-STL P16 1 3'-O" 7'-0' 1 3/4" TEMPERED 1 HM P16 11 10 - - --- --- --- --- --- 153A CL CHAIN LINK HM HOLLOW METAL 154C EDC F HM-STL P16 1 3'-O" 7'-O" 1 3/4" --- --- 7'-0" -- 2 HM P16 15 14 13 --- 6, 15 154C HM-STL HOLLOW METAL STEEL 159A SPRINKLER V CL --- 1 3'-O" 7'-6" -- -- - SP -- - - --- --- --- - - 159A 159E PUMP ROOM F HM-STL P16 1 3'-O" 7'-O" 1 3/4" --- 2 HM P16 15 14 13 --- 6, 15 159F N 1 OM ORNAMENTAL METAL 1- HOLLOW METAL HOLLOW METAL 4 PR PAIR 159G PUMP ROOM F HM-STL P16 1 3'-0" 7'-0" 1 3/4" --- 1 HM P16 11 10 --- 1 HR --- 159G zz C/A080-01 C/A080-02 H OW METAL 113001 113001 159J PUMP ROOM U STEEL --- 1 6'-4" 9'-0 1/2" --- --- --- --- P16 30 31 --- 1 1/2 HR 1, 8 159J 1- 0cc}Aoeo-o0_ SP STEEL PIPE - 113001 UPR UNEVEN PAIR 161K HALLWAY F HM-STL P16 2 3'-O" 7'-0" 1 3/4" --- 4 HM P16 15 14 13 --- 6, 15, 22 161K Cl) 163A ALCOVE E PLASTIC BLACK PR 3'-0" 7'-O" --- ACRYLIC --- STEEL P94 21 20 --- --- 11,13,18,22 163A_ o FRAMETYPES 167A FAMILY TOILET F HM-STL P102 1 3'-O" 7'-0" 1 3/4" -- 1 HM P102 11 10 --- --- --- -- --- --- --- -- 18 167A 168A SITE TO STORE STORAGE F HM-STL P16 1 4' 0'" 7'-O" 1 3/4" - - 1 HM P16 11 10 --- --- 18 168A 3/16" = 1' 0" 168B SITE TO STORE STORAGE N HM-STL P16 1 1 3/4" 1 HM P16 11 10 18 168B ci _171A INVOICING F HM-STL P16 1 3'-0" 7'-0" 1 3/4" --- 1 HM P16 11 10 --- --- --- 171A _172A TRAINING N HM-STL P16 1 3'-0" 7'-0" 1 3/4" TEMPERED 1 HM P16 11 10 --- --- --- 172A ALUM PANEL 173A PERSONNEL N HM-STL P16 1 3'-0" 7'-0" 1 3/4" TEMPERED 1 HM P16 11 10 --- --- --- 173A % 0 C MOTION DETECTOR 175A AD OFFICE N HM-STL P16 1 3'-0" 7'-0" 1 3/4" TEMPERED 1 HM P16 11 10 --- --- --- 175A O Up TYP MOTION DETECTOR . 176H HALLWAY F HM-STL P16 1 3'-0" 7'-0" 1 3/4" --- 2 HM P16 15 14 13 --- 6, 15, 22 176H 0 O 1 SIMS TYP MOTION DETECTOR 178A RECEIVING (GM) F HM-STL P16 1 3'-O" 7'-0" 1 3/4" --- 2 HM P16 15 14 13 --- 6, 15, 22 178A 0 TYP 1786 RECEIVING (GM) S2 STEEL --- 1 6'-O" 8'-8" - ACRYLIC - - P124 8A 7A --- --- 1, 5, 7 178BIIIII n 178C RECEIVING (GR) S2 STEEL --- 1 8IIIMIMINIMIWt '-O" 8'-8" --- ACRYLIC --- --- P124 2 1 --- --- 1, 5 178Cto V w F �i nu; 7 7 , , 178D RECEIVING (GR) S2 STEEL --- 1 8'-0" 8'-8" --- ACRYLIC --- --- P124 2 1 --- --- 1, 5 178D En nN� 2 2 SLIDEI MUNTIN BAR MUNTIN BAR SLIDE SLIDE MUNTIN BAR 178E RECEIVING (GM) S2 STEEL --- 1 8'-0" 8'-8" --- ACRYLIC --- --- P124 2 1 --- --- 1, 5 178E 1--�-1 a 17SF RECEIVING (GM) S2 STEEL --- 1 8'-O" 8'-8" --- ACRYLIC --- --- P124 2 1 --- --- 1, 5 178F 0 0 O _ _MD % % �i �i 178M REC VING E PLASTIC BLACK PR 3 -0 9 -0 --- ACRYLIC --- STEEL P94 17 16 --- --- 1 178MEI 1 13 18 z 1 11• 2" CRASH BARS cOir 2" CRASH BARS 1 00 I, 2" CRASH BARS PHARMACY Erzzwio m m AT 6" AND 24" ioI AT 6" AND 24" M AT 6" AND 24" 300E PHARMACY U ALUM --- 1 6'-6" 4'-2" --- --- --- ALUM --- 3-PH1.1 8-PH1 --- --- --- 300F �yC3 • TYP TYP TYP 300G PHARMACY G HM-STL P16 1 3'-0" 7'-0" 1 3/4" TEMPERED 1 HM P16 11 10 --- --- 18 300G 1-I1 O o Al 10" BOTTOM STILES - AA 10" BOTTOM STILES BB 10" BOTTOM STILES 300H PHARMACY U1 ALUM --- 1 25'-7" 9'-0" - --- --- --- ALUM --- 6-PH1 9-PH1.1 --- --- --- 300H ~ CD AUTOMATIC SLIDING TYP AUTOMATIC SLIDING TYP AUTOMATIC SLIDING TYP 301A PHARMACY TOILET F HM-STL P40 1 3'-0" 7'-0" 1 3/4" --- 1 HM P40 11 10 --- --- --- 301A `.J SX-SO SO-SX-SX-SO SO-SX-SX-SO 302A PHARMACY CHECKOUT Y1 PLASTIC GRAY 1 3'-O" 2'-8" --- --- --- --- --- --- --- --- --- 13, 14 302A 0 0"'i C/A080-DRA1-L C/A080-DRAA C/A080-DRBBA 0.9 012910 072707 072707 FOOD SERVICE TENANT w 400A BACKROOM AREA F HM-STL --- 1 3'-0" 7'-0" 1 3/4" --- 1 HM --- 11 10 3-SWA3 --- 18 400A 6", A 6" 402A TENANT F HM-STL --- 1 3'-0" 7-0" 1 3/4" --- 2 HM --- 15 14 13 --- 6, 15, 22 402A z 5" `.i 6" 402B DINING X AL --- UPR 34'-3" 9'-0" --- --- --- --- --- 29 8,9-A6.2 6-A1.1 --- 20 402B ,I GROCERY --- --- --- --- --- --- --- --- --- /o CLEAR VIEW b el I 911D SERVICE DELI Y PLASTIC BLACK PR VERIFY 3'-2" --- --- -- --- 12, 13, 16 911D ACRYLIC I 912B DELI PREP E PLASTIC KHAKI PR 3'-O" 7'-0" ACRYLIC --- STEEL P102 21 20 13, 18 912B VISION PANEL M p 917A SALAD PREP E PLASTIC KHAKI 1 3'-O" 7'-0" ACRYLIC STEEL P102 21 20 13, 18 917A 921B BAKERY Y PLASTIC BLACK PR VERIFY 3'-2" --- --- --- --- --- --- --- --- --- 12, 13, 16 921B ISSUE BLOCK co u_ Q N. u_¢ 923B BAKERY UTILITY E PLASTIC KHAKI PR 3'-0" 7'-0" --- ACRYLIC --- STEEL P102 17 16 --- --- 13, 18 923B M 1� n a M a 931A DRY PRODUCE PREP E PLASTIC KHAKI PR 3'-0" 9'-0" --- ACRYLIC --- STEEL P102 17 16 --- --- 13, 18 931A ��I� 2'-O" HIGH - 982A MECH #1 F HM-STL P16 1 3'-6" 7-0" 1 3/4" --- 1 HM P16 11 10 --- --- --- 982A E IMPACT ON EACHUSIDER F G N S1 S2 983A MECH #2 F HM-STL P16 1 3'-6" 7-0" 1 3/4" --- _ 1 HM P16 11 10 --- --- --- 983A FULL HEIGHT FLUSH HALF GLASS NARROW LITE SECTIONAL SECTIONAL 984D EQUIPMENT CLOSET F HM-STL P16 1 3'-6" 7'-0" 1 3/4" --- 1 HM P16 11 10 --- --- --- 984D TRAFFIC OF DOOR C/A080-DRF C/A080-DRG C/A080-DRN 112604 032610 032610 OVERHEAD OVERHEAD 995A HALLWAY F HM-STL P16 2 3'-0" 7'-0" 1 3/4" --- 4 HM P16 15 14 13 --- 6, 15, 22 995A C/A080-DRE C/A080-DRS1 C/A080-DRS2 072508 112604092608 995B HALLWAY E PLASTIC BLACK PR 3'-0" 9'-0" --- ACRYLIC --- STEEL P94 17 16 --- --- 13,18,22 9958 y i��i BI-PARTING :t. • ' � �O; i■■col SIDE FOLDING GRILLE •��1 ` ID ■ (SEE DOOR ra O )) p 2 ppp�1 SCHEDULE O FOR EVEN OR 00❖4 UNEVEN PAIR) O a U U1 V X Y Yl COILING ROLLING CHAIN LINK SIDE FOLDING CAFE TRAFFIC CAFE TRAFFIC C/A080-DRU C/A080-DRUI - C/A080-DRV GRILLE C/A080-DRY C/A080-DRYI 112604 062411 112604 C/A080-DRx 082908 062405 CHECKED BY: 112604 DRAWN BY: FILE NAME: 150-A080 DOORTYPES PHOTO CYCLE: 0127,2 2 3/16" = V-0" DOCUMENT DATE: 041012 17'-O" 17'-0" (6) SPACES (6) SPACESK.cAA 2'-4" 2'-6" 3'-O" 3'-O" 3'-0" 3'-O" 3'-0" 3'-0" 3'-0" 3'-O" 2'-6" 2'-4" ��` C'')/ L/ / / L.% J' T ...SSL firQ N I N o\ y . / '4 a e �' DO (N\ ',LIN 7 7 7 7 7 7 7 7 7 7 7 7 co I - N \ 6'-4" '`7 / / a (2) EQ SPACES .IN N 2'-4" 2'-6" 3'-O" 3'-0" 3'-O" 3'-0" 3'-0" 3'-O" 3'-0" 3'-O" 2'-6" 2'-4" ! a / / / / / / / O' II • \ ® \ o) I lo ALUMINUM 6'-0" (VESTIBULE) \ / / • (3) EQ SPACES C\A080-WNKK o\ 033111 i 4'-8" N REF PLAN (2) SPACES \ '-0" / / N \N\ CO \ / C: Op I N Q I Q ii CO N 7 7 7 o ' I N _� `N \ \ \ p rICN rIN = 9-A8.2 M �� r1 I �� M r 7 7 I 6-A8.2 I xN 4IN DOOR ANODIZED �� PASS N N -� o\ N ALUMINUM I THRU a II CLEAR ¢ ^ \ i SCHEDULE SOLID PANEL N c GLASS ' M N• • _ N-11 N -r \ J r � N M O O © � N 03 O 4 QN -co ALUMINUM HOLLOW METAL ALUMINUM a cf' ALUMINUM ALUMINUM _ Ln (CART STORAGE) C/A080-WNDb (MANAGEMENT) _ (VESTIBULE) (VESTIBULE) N 022908 Lo Cd C\A080-WNBB_ELUR C/A080-WNW C080-WNLL C\A080-WNC_ELUR 052711 032604 052711 052711 N 0 WINDOW TYPES SHEET: A 8 0 3/16 s o O FRAMING \ ._ N 0 FOR PARTITION TYPE SVECCENI,. REF STRUC o REF PLANS 2x HORIZ FIRE , GYPSUM BOARD 2 o BLOCKING AT 10'-0" m a (3) J6x 16 METAL HEADER STUDS OC VERT MAX HEADER o WITH SPACERS; CONTINUOUS REF 1-A6.1 ' TRACK AT BOTTOM GYPSUM BOARD uS REF SECTION SHIM03 LllCO i- ', SEALANT (BOTH SIDES) 109'-5" � CONT SEALANT BOTH IX P... NNOT USED II SIDES LLwI I AUTOMATIC SLIDINGco 024 N i_ — W1ELD ANDLGRNDESMOOTHEL DOOR HEAD ASSEMBLY V• PROVIDE COUNTERSUNK Lis_ c," a NO T USED . HOLES FOR 3/8" 03 F co a SCREWS AT 18" OC PARTITION HEADER PER SCHEDULE MI MAIN SALES I INDOOR SALES REF 1-A6.1. EXTEND HEADER JUST BEYOND DOOR BACK SIDE OF POCKET DOORS. NOT USED AT FOOD SERVICE TENANT AND TENANT 804: ® HEAD HEAD 0 o - <2owc wz< BOX BEAM WITH (2) 6"x18 GAUGE METAL STUD - ,T, ?N 1 1 2" = 1'-0"082903 C A081-017 9 1 1 2' = 1'-0" 103108 C A081-009A w oP 9aaa z N1-6 FOR PARTITION TYPE SIDE MEMBERS WITH 6"x18 GAUGE TOP AND / / / / aaNoo" j�7woww REF PLANS BOTTOM TRACKS. ATTACH TO BOTTOM OF o w_ai xa0z BULKHEAD. DO NOT ATTACH TO VERTICAL LL a > S E5c WALLS BEYOND (wnc6�oOFaw w. CEILING MATERIAL 3�aO,,,yw,,,wec`5c ONT SEALANT AND HEIGHT AS 1 p oaoowmzooaoz SCHEDULED - Z "c_, z,n� ma,.;''ao Fao3 wzz O-U,d ZZOa BOTH SIDES 1/4" STEEL PLATE CHANNEL: PROVIDE <<W<I-zczw� opoNS ANCHORS PER BREAKAWAY „ �. / /C#1O TEK SCREWS AT 12' OC PLACES AS c OmwCOUNTERSUNK HOLES FOR 3 8' CI ow,nwrcrc 2bioMANUFACTURER DOOR PIVOT (8 SHOWN) DOOR SCREWS AT 18" OC / © N 0 T USED h Fowwo N yo l-"¢o oacr to �c$_zog a arca (1) #10 TEK SCREW AT5/8" GYPSUMLOODARD ON 2 1/2"x1/4"x 4'-0" HIGH STEEL PLATE GLAZING NO ALUMINUM .l.,• SALES FLOOR SIDE VARIES ‘ i. SLIDING EACH VERTICAL STUD II ! r WELDED TO FACE OF JAMB (STOCKROOM f DOOR FRAME i� ej. 'I 'I FOR PARTITION TYPE g ALUMINUM SLIDING �� I �:��`� 2T6 . 1 : 2_ ,, REF PLANS SIDE ONLY) GRIND SMOOTH AND PAINT DOOR PIVOT ALUMINUM FRAME I g ------ 1 BREAKAWAY I DOOR FRAME I �� _ / ' f SALES SIDE SEALANT BOTH SIDES `�riN�, I ��' 6"• x12"x3/16"x4" WIDE BENT STEEL PLATE _allSHIM AS !11111N'i GLAZING 1/2,. GYPSUM BOARD 1/4" STEEL PLATE CHANNEL 0 ANGLE AT BASE OF JAMBS; WELD TO a' 11��I'II 1/4" SHIM REQUIRED /r ,� � ; PROVIDED WITH COUNTERSUNK 1/4" STEEL PLATE CHANNEL AT JAMBS 109'-0" �� SEALANT BOTH SIDES COLUMN ALUMINUM iui:.11 HOLES FOR 3/8" SCREWS AT 18" OC AND BOLT TO FLOOR WITH (3) 3/8" wREF STRUCTURAL FRAME DIAMETER ANCHOR BOLTS 1x WOOD BLOCKING SIDE FOLDING GRILLEANCHORS PERENCLOSURE TRACK TOP OF N ( ) MANUFACTURERTRACK AT 9'-1 1/4" AFF � SEALANT BOTH SIDES J-BEAD TYP SEALANT BOTH SIDES TYP • WELD CONT 5/16" STEEL O WALL CONDITIONz TRIPLE STUD AT JAMBS JAMB REF SECTION o NOTE: i PLATE TO CHANNEL JAMBHEAD TRACK IN DOOR POCKET MUST DOOR 1 1/2" = 1'-0" 122906 C/A081-004 €11) 1 1/2"=1'-O" • 073010 c\a081-032 29 1 1/2" = 1'-O" 082809 C/AO81 029 ALIGN WITH TRACK MOUNTED TO BOTTOM OF HEADER HEAD J A M B FOR PAR11110N TYPEREF PLANS 1 1/2" = 1'-0" 063006 C/A081-021 16 1 1/2" = 1'-0" 103108 C/A081-016 GLAZING z 0 5/8" GYPSUM BOARD MASONRY LINTEL I4t s Wick. BEYOND ALUMINUM FRAME O Q in REF STRUC mt On AUTOMATIC SLIDING O O C3 CO 0 3 5/8" x 200A METAL FOR PARTITION TYPE STUDS AT 16" OC .4. :. . .. II REF PLANS � a i�� DOOR .1 0. CONT __� UTHLLSBED LDSET IN SEAANT R.T.N in E ATTACH STUD TO CMU - DOOR .: '.° :. II SEALANT �� r Ali ENTRANCE TILE F-+--1 0) a • WELD CONT 5/16" STEEL PLATE TO �� SEALANT • JAMB CHANNEL AT FLOOR, WELD TO �� I AT EXTERIOR . II - . a 0 0 O 3"x3"x5/16" STEEL ANGLE BOLTED �� I DOOR ONLY �� CONTINUOUS SEALANT z SHIM AS REQUIRED ��-� >� AT ALL EDGES OF - -�-�-� TO FLOOR WITH EXPANSION ANCHOR -J ^ I ii. GLAZING 1 SEALANT EACH SIDE lI THRESHOLD W ►,is � I � I 1/4" STEEL PLATE CHANNEL WELD TO I[ OP �4 MASONRY LINTEL REF STRUC Q �, N CHANNEL ABOVE AND GRIND SMOOTH �� COUNTER SUNK 1/4"x2" N e3 ;ils PROVIDE COUNTER SUNK HOLES FOR GROUT FILL - BRUSH WITH ALUMINUM HOLDER EXPANSION ANCHORS AT 12" F-+-� O o ♦ � SEALANT 3/8" SCREWS AT 18" OC -_� #/ ____ ON BOND BREAKER OC AT THRESHOLD o� �� HEAD WEATHERSTRIP l-� THRESHOLD 11 •R �, _ �„ REF DOOR SCHEDULE FOR LOCATIONSs ��. SEALANT BOTH SIDES DOOR AND FRAME =1-1 . -i INSIDE FLEXIBLE STRIP DOOR MOUNT.DOUBLE STUDS AT JAMBS EXTERIOR EXTEND 1'-0" BEYOND DOOR. RETURN = 1'-0" 032808 C/A081-003C3/4" BACKER ROD ANDSEALANT FOR PARTITION TYPETO WALL AT ENDS VARIES REF DOOR SCHEDULE FOR LOCATIONS -GLAZING REF PLANSHEAD z 1 1/2 WATER �� FLEXIBLE STRIP DOORS ° ALUMINUM FRAME �� r�� DRAINAGE EIFS 1 1 2" = 1'-0" 103108 C A081-015 �. ° °�• / REF DOOR SCHEDULE FOR LOCATIONS �� BEYOND o i��itmo ue WHERE SHOWN ON 2 Q N 0 T USED 2 O J A B / / �� • �� OVERHEAD DOOR TRACK �1 ��I AUTOMATIC SLIDING ELEVATIONS (� /2" = 1'-0" 012910 C/A081-020 WEATHERSTRIP �: Z ►i' ,r . 6"x3/8" DIAMETER HEADED o DOOR DOOR AND FRAME THRESHOLD SET IN REF DOOR SCHEDULEa/�t STUD ANCHORS AT 16" OC —_ = FULL BED SEALANT i �� ISSUE BLOCK 6" I GROUT FILL �� VINYL WEATHER STRIP ENTRANCE TILE JAMB ��1�� ,�...........�.... (11) DOOR PROVIDED BY / MIN / w 4"x4'xt/4" ANGLE ^ • GRILLE MANUFACTURER p -I Li 4"x4"xl" STYROFOAM OVERHEAD DOOR II CONTINUOUS SEALANT 1 1/2"=1'-0" 072911 c\a 081-032_ELUR 0 0 • BLOCK. MASTIC IN PLACE CONT SEALANT INTERIOR AT ALL EDGES OF 1 w AT 3'-3" AFF TO HEAD A D THRESHOLD CORNER TRIM ce u) CENTER OF BLOCK, \ • EXTERIOR DOORS ONLY 8 A COUNTER SUNK 1/4"x2" 1 1/2" = V-0" 012811 C/A081-8A EXPANSION ANCHORS AT 12" w o • OC AT THRESHOLD N Id wIII CONT SEALANT EACH SIDE NM SIDE FOLDING GRILLE WITH �� o = 1": U o 0 w 3 Q Q R Q < co Q 1F 0 M m W Ce M r v D m a c. N Z VN W LLU- V w U cv CO Oa_ M a N0O N F N NV Oo� r u- - OWW ONF O O Q Q {<, Z Z ix K FN az K E`±lumWivi<08i Q o a mm a )_NO v,Q5w Opwm 0 L011 74♦,4 FFWWJZtn6} g z 6 G O O w O 0 U O W W 0 0 OaooKDipdazZa • GLAZING a ow w� �sPrcN, NOT USED =F Z,”M I 51 c Z Z O J W W W W O O L 00 u,a ¢ c F NUWi yOEQOZISowoO k I ONT SEALANT ® NOT USED0 NOT USED �� ZOJ4Q�Q��QF SHIM AS REQUIRED - BOTH SIDES ALUMINUM FRAME 10 I I GLAZING I� ` _ I JP _ —q ANCHORS PER I I'� MANUFACTURER �;_ _ J z 1- _J COLUMN D REF STRUCTURAL z o 29 JAMB 1 1/2" = 1'-0" 033111 A082-029_ELUR k VARIES } 4 �•. 28 NOT USED NOT USED 16 NOT USED Bos '„ • =— %6 z y %I AT JAMB CONDITION DOUBLE STUD I1OO ' ~AT HEAD CONDITION M M, SEALANT BOTH SIDES 0 0 OREF HEADER SCHEDULE 1-A6.1 ROOM SII�F ET—Ty CONT SEALANT EACH SIDE ��!t7 . 1/4" SHIM oWALL BEYOND w Eo • I AUTOMATIC SLIDING DOOR HOLLOW METAL FRAME /� REF SCHEDULE 0 a rn Z ~� SLIDING GLASS WINDOW VESTIBULE \ MAIN SALES _ ASSEMBLY � E Q Lv Il"JI (r M NOT USED x o 12 ® NOT USED 9 HEAD /JAMB d HEAD � o ® v 1 1/2" = 1 -0 082710 C\A082-O09 1 1 1/2" = 1'-O" 012712 C/A082-004 0 Hi EXTERIOR INTERIOR z co PREFINISHED SILL o vi FLASHING SET IN MASTIC� ALUMINUM STOREFRONT ONT SEALANT SHIM AS REQUIRED BOTH SIDES ISSUE BLOCK r si� 1/4" SHIM BOTH SIDES WITH SEALANT GLAZING ALUMINUM FRAME SLIDING GLASS WINDOW HSS GLAZING I,. ASSEMBLY i REF STRUCTURAL ! 1 I ROOM SII�F i (___I. ' ■T ,_ � - — Q 1 HOLLOW METAL FRAME fl ti l 1/2" SHIM WITH SEALANT ANCHORS PER �i ALUMINUM SLIDING • SIDE N O T USED BOTH SIDES MANUFACTURER DOOR FRAME • CONTINUOUS TRACK 2 ^ COLUMN BREAKAWAY DOOR PIVOT (.6 I GLAZING REF STRUCTURAL ALUMINUM BREAK METAL CLADDING SUPPLIED BY Jr VARIES 4, HEAD / SILL JAMB STOREFRONT MANUFACTURER, SILL NOT USED CLAD TO MATCH STOREFRONT 8 ® 1 1/2" = 1'-0" 062411 A082-021_ELUR 1 4 1 1/2" = 1'-O" 033111 A082-014_S O82 014_ELUR 1 1/2" = 1'-0" 082710 C\AO82 008 41,__+ CONT SEALANT MASONRY r--mpa�p REF ELEVATIONS / / AND SECTIONS / '/ il rase Arss CHECKED BY: ALUMINUM SUPPLIED I��a DRAWN BY: BY STOREFRONT MANUFACTURER, CLAD i i I FILE NAME: 150-A082 TO MATCH STOREFRONT i i !t PROTO CYCLE: 012712 -.OMMer 400 COLUMN R DOCUMENT DATE: 041012 REF STRUCTURAL MASONRY REF ELEVATIONS 20 NOT USED AND SECTIONS QED • 1/4" SHIM WITH �'# �l SEALANT BOTH SIDES ALUMINUM STOREFRONT ... _ ;4),ce. JAMB • ' iMA, ,� . 1 3 1 1/2"=1'-O" 033111 c\a082-013_ELUR VARIES y `'24 LI: c NOT USED I: HEADER SALES REF 1-A6.1 ALUMINUM FRAME _.ii II SEALANTS BOTH SIDES i1/4" 1/2" PLYWOOD AT FRAME ISHIM GLAZING 19 NOT USED �$ NOT USED NOT USED HEAD0 ® 1 1/2" = 1'-0" 073109 C\A082-007 EQ 44" EQ FRAME ALUMINUM STOREFRONT CONCRETE CURB M4 M. f•' MASONRY g„ REF 9-SP2.1 6" -r. 0 . REF ELEVATIONS AND SECTIONS 8 1/4" SHIM WITH SEALANT BOTH SIDES .. ... Y EXTERIOR M. •1 DOOR M. ♦• mi•l, . i❖ GLAZING p = CONCRETE CURB we .6_-_______-__ III SEALANT EACH SIDE N REF 9-SP2.1 AND 1111 ` ALUMINUM STOREFRONT WINDOW I az S ce a SALES Man ALUMINUM FRAME Mill CONCRETE 0 1/4" SHIM 1/2" PLYWOOD IIIIII FLOOR SLAB DETAILS orAT AME a 370 - `1 /4�RSHIM Qa W4 W SEALANT BOTH - ' ANo VARIES SIDES Ln N O T USED N O T USED AND TSEALANT�TYP EJ / . CONCRETE FOUNDATION WALL 66 N 24 18 ( SIM ) SILL/JAMB SILL SHEET: N 2" = 1'-0" 033111 C\A082-011_ELUR 1 1/2" = 1'-0 073109 C\A082-006o • MEAD/JAMB O 1 1/2" = 1'-0" 072911 C\A082-001 A 8 . 2 VARIES SHEET NOTES z W / / \!•_I TO ALIGN WITH o ADJACENT WALL 1. REFER TO SHEET A7 FOR SCHEDULE FINISH 0 o KEY m � o co 6'-4" 16 NOT USED S T 3 5/8" METAL STUDa 1- I (24" OC) N Ile 'tI I 3 5/8" METAL RUNNER N w 6•-4" TRACK TYPU LL > co 0 0 RECEIVING I \ 15 NOT U SED I I GONDOLA SHELVING a HALLWAY 1 2" GYPSUM BOARD ° `6- I 2" 2" I I RBOLT AT ABOVE 1/2" GLASS-MAT F 0 UPRIGHTI (48" OC) BACKER MATERIAL I REF 7,8,9-XX FOR DOOR JAMB 106' 0" t`_t= 3 5/8" METAL KICKER, FOLD / . "� TRANSITION HEIGHT AFF ,� STUD WEB AT WALL, FASTEN DOOR JAMB TO WALL WITH 1/4" DIA - SEALANT w o ^ �za • 0 \\Hict �O / TAPCON SCREW (48" OC) I III - of azZWo ,� 0 III= ( 1/11, w of o aao�N z 'z �� _ , � =w Om ' i 3/8" STAINLESS 0_ '•+1-�a`rc��'^z .§,-icor< ♦ < , i rca� zpoawo��w STEEL METAL o` N�� o TRIM .. ::::::::am MERCHANDISE !�' ALL TILE �� u 'tiw ��=7,/,_ RACK �, CT19 O / i (INSTALLWALL ETO (CT19) pz �zzd_ 1 1 4" DIA.TAPCON ANCHOR m a• !911. IQmi.iwa0 0.i. N n=0 WITH 1" MIN EMBEDMENT AT m li HEADER ABOVE w <�«i=W �0=�5 'I� 3" CLEAR IL i a_ otijoZoo www_o ow I I tV NiI I i o W w �Sxrctn j� 24" OC TYP ! MACHINES) a_ moo Inas¢ owo ---- I FIELD VERIFY FINAL V �� ' :i — ---.zo_BaUarc¢a° RACK LOCATIONbib SASS 1 SALES e� s SEALANT � �' _ 1" 2" , 3" CLEAR 164" 8" I << •I ® GONDOLA BRACING I; FIELD VERIFY FINAL 052711 C\a090-013 6.03 ii I RACK LOCATION - REF FLOLOR PLAN I - I I FOR LOCATION i __ n __� OPENING SIZE- REF SPECS `II' MERCHANDISE OWNER FURNISHED RACK C CONTRACTOR i D 1 l' t' [ t` ff' cr ( t'"C Cr f" ( P'i C - r 1/2"ACGLASS-MATT I - I 0 O INSTALLED TRASH BACKER MATERIAL r CHUTE J - WALL TILE�CT19 ii METAL STUDS a PLAN AT DOOR 178M PLAN AT DOOR 141F REF SPEC SECTION 16 GAUGE CLIP ANGLE _ 05500 - ANCHOR WITH (4) - II ji n 2" #10 TEK SCREWS EACH 1/16" GROUT JOINT _ . i 0 • z LEG ti •:. ; o - v CEILING JOIST HEADER IN 1 I 1/2" GLASS-MAT •-- 2x8 WOOD `;ii CORNER OF BACKER MATERIAL BASE i, 4.• WALL `O �! . ST DOIUBLE JLING OISTS IN %! WALL TILE CT19 ii 1/16" GROUT JOINT AT EACH SIDE :. ig o - - OF OPENING °i TILE % Z DOOR JAMB h :. METAL STUDS --i IN 5j� a CO S FLOOR HI V A B �— CEILING ACCESS DOOR =.!i 0 O 0 i ' Al PLAN PLAN AT DOOR - - CORNER DETAIL Lam-' GALVANIZED METAL w I�j F CASING BEAD 4-010- � � Sr) BOLLARD PLANS 14 TRASH 051009 5CHUTE054-012 PLAN SECTION RC\A054-011 10 ENLARGED SECTION 0 0 0 a. - 1/2„=1, O” 012811 C\A090 017051009 092410 RC Z ell CEILING ACCESS DOOR goLej ROUND OFF TOP s9 3" = 1'-0" 072503 C\A090 012 .cl1 1— 0 a W 4" DIAMETER CORE DRILLED PIPE BOLLARD, FILL WITH CONCRETE Z PG 0 ti Z 0 2x6 WOOD BLOCKING NESTED IN wISSUE BLOCK 6" METAL STUD TO 10'-6" AFF CL 2'-2" U Q �I CENTERED ON EACH FRAME / N 2'-2" NOTE: REFERENCE GROCERY PLANS FOR REF PLAN FOR 6"x 20 GAUGE STUDS 1' 1" LOCATION OF VENTS REQUIRING PROTECTIVE PARTITION TYPE \ . - / C o DISREGARD DETAIL IF NO REFERENCE IS FOUND CENTERED ON EACH FRAME 3/16„ TYP �� I 1'-1" I PROVIDE (2) #12 SELF DRILLING i Q 16k TYP w' . SCREWS WITH 1 1/2" PENETRATIONN A�i� I '� \ \ -• INTO BLOCKING 1" APART AT TOP I _ ►��j ►♦^�SZ.".♦�♦�♦-�/I'♦'ICC1'IO��9", -\-- _ __ __ _ AND BOTTOM OF FRAME 1 N Q ►�I►� >,� a • 3/8" EXPANSION }____ I M (2) L2"x2"x3/16" FRAMES I �► �� ►° d CONCRETE FLOOR SLAB BOLTSAT 48" OC r ��.�� 114 . ^ �■I� OI .. e •4 N (2) L2"x2"x3/16" FRAMES 3/8" DIA A307 THREADED �% ►� 3/4" PLYWOOD, SCREW TO FRAME ��4%,.•`..vv.•� � ��►� �� N ROD SET IN HILTI HY-20 H 'i WITH TAP SCREWS AT 6" OC, — 3/4" PLYWOOD, SCREW TO L2"x2"x3/16" TYP I EPDXY ADHESIVE WITH 3 I • , PROVIDE CUT-OUT AROUND ANGLE FRAME WITH TAP SCREWS ►i SUPPORTS AT ENDS o CONTINUOUS 1/8" AT 16" OC. PROVIDE CUT 3/8" MIN EMBEDMENT ►4 . L2"x2"x3/16" N I 4.. BENT STEEL PLATE TYP ►� TYP h I N 8" DIAMETER CORE DRILL EXTEND FROM FLOOR N SSUT UPPORTTSND ATANDS NI N PLAN .''%I�—_�� = TO 14'-0" AFF0 4i_:s _ H <YP `� ►� �� TYP N AN Adillik �� '` \ -• CONCRETE FILL - - \ N �i_ , I \ T. EXTERIOR WALL S A _ M I w I 4 !� BETWEEN2 FRAMES I w w¢ El 3/8" EXPANSION _ " CHECKED BY: 2'-4" a ►4 _ _ DRAWN BY: ►� SECTION BOLTS AT 48" OC � Oa 0 2 -4 1 SEAL EDGE IN / / FILE NAME: 150-A090 IIITYP x / 3/16„I/ <TYP .4 TYP 2'-4, \ (3) L2"x2"x3/16" BETWEEN •� ►� SECTION FRAMES PLAN , SE•CTION PLAN TO 8'-0" AFF PLAN CORE DRILLED FOOD PREP AREAS PROTO CYCLE: 012712 DOCUMENT DATE: 041012 9B WATER HEATER SUPPORT 9A WATER HEATER SUPPDORT 8 BOLLARD 103108 C\a090 008 PIPE PROTECTOR COU i<'c' 0 . _. VARIES VARIES �, , �� REF PLAN FOR ,� ,r PARTITION TYPE #5424 qb WALL PARTITION CHAMFERED SMOOTHOp 00 • GYPSUM BOARD 5/8” GYPSUM BOARD :::>., PROTECTIVE .. SURFACING - C STEEL COLUMN \ - RATED COLUMN JAMB WALL PARTITION • WRAP UL #X528 • 5/8" TYPE X ``````` WAINSCOT LOCATIONS GYPSUM BOARD • AND HEIGHTS ```````````� REF PLANS �a PLASTIC BASE i I� - - 1 5/8" METAL • /\```````` 1/2" PLYWOOD WAINSCOT':. . STUDS OVER GYPSUM BOARD 2•-6" i Ai �� UL #U465 RATED f AI'/ " )1UNO /I PARTITION PROTECTIVE •. - . SURFACING ON ' 5/8" IMPACT WOOD 2x8 CHAMFER - • 6 PLASTIC LAMINATE RATED CONDITION RESISTANT GYPSUM TOP & SIDE AT 45' SET PLYWOOD ON OH A9 1 ON 3/4" SUBSTRATE / CONT SEALANT SEALANT BED '• TOP AND BACKSPLASH BOARD i - -• PL19 AT DOOR JAMB • E ,t4. 3/8" \ i DIAMETER EXPANSION •: \ \ sf i-fr 0 STEEL COLUMN • IMPACT ANCHORS WITH 2 1/2' MIN • + CONTINUOUS 2 X 4 f' WOOD BLOCKING Øi EMBEDMENT AT 36' OC AT ,; _1/2" GYPSUM o RESISTANT BLOCKING BOARDGYPSUM BOARDMETAL STUD RUNNER t4-tSURFACWGSEALED HARDWOOD EDGE PLASTIC LAMINATE I cn AND HARDWOOD SEALANT AT 4'-0" OC MAXIMUM SEALANT �_ o 0WOOD 2x8 CHAMFER I Z EDGE �1 ; 21/2 METAL 2x8 WOOD BASE,CH �� TOP AT 45 �P94) `VADJACENT WALL UNO\� PAINT TO MATCH • t�� 1% NI i - -� �� M STUDS ATA45'ER TOP d hi�\kok. 2x8 WOOD BASE , .: DETAILS M—�I7�CI =\ - REF PARTITION ( SET BASES INTYPE ANN0 PLASTIC BASETTOM t-PLASTIC LAMINATE ON CONTINUOUS SEALANT �. SCREW AT COUNTER 3/4" SUBSTRATE 6" PLASTIC BASE 1,001. FLANGE ATTACHMENT SET BASES IN BED AND TO FLOOR SEALED HARDWOOD NON-RATED CONDITION OF SEALANT INSIDE CORNER -\-- Q EDGE TRIM TYP \ " N N EDGE SECTION COLUMN FURRING WAINSCOT DETAIL NOT USED PLYWOOD WAINSCOT SECTION COUNTER SECTION 66 6 3"=1'-0" 052711 C/A090-006 © 1 1/2"=1'-0" 073109 C\A090-005 4 1 1/2" = 1'-0" 062510 C\0090-004 © © 1 1/2" = 1'-0" 051009 C\A090-002 O 1"=1'-0" 012811 C/a090-001 N o SHEET: N A9 SHEET NOTES 1:2.1 ° Z rn r U' w 3 1. REF A7 FOR SCHEDULE FINISH KEY m ° 2. REF ELEVATIONS FOR CABINET FINISHED END CONDITIONS o 0 � M rn W 3. ALL EXPOSED COUNTERTOP CORNERS TO BE EASED 12 N � w M "' N zW LL � ABBREVIATION LEGEND co U v ,i U Ca co a B - BUTT JOINT N o F N 3,, 5-04" CAB - BUTTS TALLER MILLWORK F / o~ 1" 1„ w o, 1 -32 2'-6" 1 -32 o az wo w zQ / liL FE - FINISHED END - REF 5-A9.3 z w ~§off n z '. / w of W I W - BUTTS WALL `>_ao°0_1_-iWoow a¢ z wJ1_ ��pW Uviaotoj J W m I 0 '.(2-,,,,,Nonso� �'ar o= w wwzF„ a i z a Z o o w o o O w W W D O 3Ua L� WJ7WWEO,oZ 6 I s — W - < U<a o� Ro N 8 a;-70- aaa�WFcrvv� o_D zzo-wwwwo0- oownm� wo = NwDq -wox0a= • FE • F OONZOJ2<N<00<I- FE C CONT SEALANT SST4)COUNTER TOP WITH SET ON BACKSPLASH 2'-7” / / PLASTIC LAMINATE ON 3/4" SUBSTRATE FRONTS r• EQ . EQ AND EXPOSED ENDS(PL19) < / / v) WI z N N N � of Qi Qi U O• I < 4< ``' FE FE a) 1 I ��/ / \ E) -\--- - : o Z / \ N % FE QiLn .n NOTE: FIELD CUT F / \ ,� �r r: 0 % Q COUNTER FOR -- 4 ---- -- Trash �_� / \ Fy Lo o / \ i W ro °; I I = � a / / \ / / \ D z -11' 5'-3" \ / / \ _ W '�, `L \ / // F\ W y \ / \ / (24O z . \ / \ / o � I \ / \ / mom= Qa I— o `I W ,� FE \ / \ / -4"& U I v \ / I I c4i' \ U w as g Z FE 2'-8" 6'-0" 2'-6" = / / / / o A ISSUE BLOCK 0 BREAK ROOM COUNTERTOP SIZES A BREAK ROOM ELEVATION 1/2"=1'-0" 062411 a0910-005 i 1/2"=1'-0" 062411 A091-004-F • - ../ . ... . .\ . •� CHECKED BY: �.....,. � - . 'K.> DRAWN BY: `1' FILE NAME: 150-AO91 M 1 0 5B-A9,1 PROTO CYCLE: 012712 DOCUMENT DATE: 041012 J - "-5C-A9.1 II \ c.? D��i#i or r r _ . #5424 �+ JP OR' I P 1 0 0 9 PLASTIC LAMINATE ON - (' /) CI /) 5B-A9.1 3/4" SUBSTRATE FRONT AND PLASTIC LAMINATE ON 3/4" EXPOSED ENDS PL19 - SUBSTRATE EXPOSEDFRONTS ENDS PL g TYP ALL CABINETRY IN AK a �1 0 `' P = I a N N 1 N i';11 a) a) a) ti< 11 P') I P {1 Ilk t1 P cD 14_ r7 N ,. ,. / N / N / N „ , � / N r 0 / {I P �1 /� {I /� I /� < X X I I - < > 1 i'. 5A-A9.1 I I. I 0 I IP I 0 4N N / N. / N. / ., / N / , r N N is ":: aj I CONTINUOUS 1'-3" `) .1 SEALANT — SINK, FAUCET AND ,, DRAIN PROVIDED �� Cans Plastic Trash �� iiL.,4[7. ST4 COUNTER TOP BY GC '� WITH SET ON REF PLUMBING 1 1.3 4410, 1 .--littOi BACKSPLASH 1' ii � � / \ / \ / \ . ( ) ( ) ( ) ( ) \ , r. %I i'I^I\N /'1 i N F PEN F //)^II N PEN-1 /'I^I �. `J N �� d (F X F) (F F\ X - F- \ / IC BREAK ROOM N / N / N / N / / , NOTE: INSULATE ALL EXPOSED \ / \ / \ / \ / / / N / PIPING AT SINK \ / \ / \ / a ( ) `� PLASTIC LAMINATE ON x / „/ v/ v/ ,/ \ / \ / \ / `�. ) ( ) ( ) MILLWORK 3/4" SUBSTRATE � V \/ = - - - - - - - - - - - - - - - - - - j DETAILS FRONTS AND EXPOSED 1 I ENDS IPL19� 2„ NOTE: INSTALL BASE MOLDING �` 2'-6" 2'-6" 2'-6" 2'-6" 3'-0" 2'-6" 1'-3" 2'-5" 2'-6" 2'-6" 2'-6" 91" FILLER PIECE // / / / / / / AFTER INSTALLATION OF CABINET / / / / / / 2 < 1'-0" 20'-4" 5'-0" 1'-2" in / / / / / 1,-0„ Ln N in Oci N BREAK ROOM ELEVATION BREAK ROOM ELEVATION BREAK ROOM PLAN 1/2"=1'-0" 062411 A091-003-F I 1/2"=1'-0" 062411 A091-002-F 1/4"=1'-0" 032610 A091-001-F SHEET: A9 . 1 SHEET NOTES 1._I 22 1. REF A7 FOR SCHEDULE FINISH KEY q ca 2. REF ELEVATIONS FOR CABINET FINISHEDBINE0 a CONDITIONS ul 6 Lu 3. ALL EXPOSED COUNTERTOP CORNERS TO BE e 5 EASED Ci m Si M N 2 V ABBREVIATION LEGENDco co " U ADJ - ADJUSTABLE SHELF CO E• - aro : parco� � voan Z FZwoy i ' a�� Is d��SjN-WWKzNam ¢ 4 a Z � ao8°C)15'ow LLE; 3o 6-34,L KOOFO Q0 ara-OWKDz Oa«Zs zm, ?2,_10aLLo(/� Fa o3 KZz0JWF Ww W-oL¢W Q. 008 WNwIiaCteC sSKN°� 1- W ND,- (OCO ULLL mFS'5-io_io4agarc¢'a- 2'-O" CONTINUOUS CONTINUOUS \ / CONT SEALANT ♦ ♦ SEALANT _ SEALANT \ - 1 -O -/ ` 111 FINS "�- _ �.' ♦ �""""""""' COLOR TO MATCH PL19) ♦ d • ALL INTERIOR COMPONENTS METAL f 1 -4 CLOTHES MATOCH(PL119) v"�,, a MELAMINE ON 3/4" Q / / SUBSTRATE (UNO) 1- ROD - 10" • :ALL INTERIOR ofz DRILL FOR ADJUSTABLE z COMPONENTS N •2 ADJ U COLOR TO MATCH MELAMINE ON v SHELVES 3" FROM SHELF EDGE O PL19 ,3/4" SUBSTRATE (UNO) (SST4)COUNTER TOP WITH CONTINUOUS . �: PLASTIC LAMINATE SET ON BACKSPLASH TYP• �TY� N3/4"SUBSTRATE ALL INTERIOR SEALANT /3 I� COMPONENTS REF 5-A9.3 To MELAMINE ON 3/4� 1 x 4 SUBSTRATE (UNO) WOOD 1 _70' EQ EXTERIOR AND % 0 Z 4," BLOCKING EXX�SED SIDES / 9" y ) 4 , EQUALLYO1 ADJ (PL19J O p TYP . 1'-6" :TYP SPACED 5" j, f,4" O O Ca r ' CONT SEALANT ticv / TYP TYP ' TY 0 00 N : 1 ADJ �� =-11 `� �SST4�COUNTER TOP W TH METAL I PLASTIC SET ON9VA3KSLASH LOTHES ORILL FOR LAMINATE ONg;: REF PLAN FOR e 2'-3" w o \ C ROD ADJUSTABLE 3/4" SUBSTRATE DIAMETER OF 5, / , = 2 2 / :SHELF 4" FROM EXTERIOR AND OPENING � \ CONT SEALANT ID O O P— . DOOR OR DRAWERNO ADJUSTABLE -SHELF EDGE EXPOSED SIDES i PL19 ✓ ENDS OF SHELF 4" FROM (PL19f Z f COLOR TO MATCH WOOD BLOCKING ENDS OF FOR SHELF AND PLASTIC $ 4, ♦ k , e. ADJUSTABLE SHELVES LOWER CLOTHES 1 LAMINATE ON '; E / POLE AT SIM 11 3/4" SUBSTRATE 1 ALL INTERIOR COMPONENTSc'rCOLOR TO MATCH PL19 N 6( c., O CONDITION Noo MELAMINE ON 3/4" 1 j-� BUMPER PAD PLASTIC LAMINATE ON EXPOSEDERIOR AND I ; SUBSTRATE (UNO) tiv o EXPOSED SIDES I I i 4, N mr ALL INTERIOR COMPONENTS o ////�//// I t "� 7 '; I o MELAMINE ON 3/4" '" N 3/4" SUBSTRATE (PL19) i ¢ 1 7 / EXTERIOR AND EXPOSED ; ; / SUBSTRATE (UNO) 0 / SIDES pL1g 1 x 4 WOOD � = STOP BLOCK FOR E-I ca 1-4 /i 2X BASE FRAME BLOCKING o \ ji 3/4" X 3/4" EQUALLY $ ; _ \ )` MICROWAVE jl PLASTIC BASE ALUMINUM SPACED % 0 N Z ///I gg SHELF EDGE TYP40 D 'I rtej._ GUARD r -- i i Q 0 DRAWER CO j PLASTIC BASE— ANCHOR WITHci \ I` \� ♦ I� �� i / 10 % _-^ / 4 SCREWS AT 16" OC - - 4 I / BASE SET IN FULL 10 1 10 1 I ISSUE BLOCK / BED OF MASTIC A9.2 / 2 -0 / A9.2 2 -0 / (_--�1 \ / 2'-0" / / 2" CLOSET CLOSET TRASH /RECYCLING DRAWER 10 TOED SPACE092-0,0 9 CABINET DSECTION 8 CABINET SECTION CABINET SECTION 6 CABINET SECTION 6" = CHECKED BY: DRAWN BY: 1'-O" CONT SEALANT 1•_0•• 1'_0' CONT. SEALANT 1 CONT SEALANT 4_ / FILE NAME: 150-A092 Ii-/ PROTO CYCLE: 012712 10 �__ """"""""" """"""""""' COLOR TO MATCH PL19 / COLOR TO MATCH PL19 DOCUMENT DATE: 041012 1 -0 ALL INTERIOR COMPONENTS :10 AQJ / ALL INTERIOR COMPONENTS COLOR TO MATCH r��5 /jJ ��m CONT SEALANT MELAMINE ON 3/4" MELAMINE ON 3/4" PL19 10" SUBSTRATE (UNO) 10„ SUBSTRATE (UNO) COLOR TO MATCH PL19 • • ALL INTERIOR 1 x 4 '� DRILL FOR ADJUSTABLE SHELVES of DRILL FOR ADJUSTABLE 10" N 2 ADJ...--- 3" N 2 AD3 ii COMPONENTS u. WOODALL INTERIOR COMPONENTS 3" FROM SHELF EDGE SHELVES 3" FROM SHELF MELAMINE ON 3/4" BLOCKING o 'r • if MELAMINE ON 3/4" ® EDGE QGE;r' le 14) SUBSTRATE UNO EQUALLY SUBSTRATE (UNO) - : ^� Ir .1 ADJ: PLASTIC LAMINATE ON 3/4" aD. A1l, ( ) PLASTIC LAMINATE 1I,,. SPACED „• . .• SUBSTRATE EXTERIOR ANDE ,/ I �i ,�,E, or """"""" TYP DRILL FOR ADJUSTABLE SHELVES I� EXPOSED SIDES 'Y y 01--;1ON 3/4" • � +#�-ay T �� \ P EXTERIORSUBSTRAAND 7 `' 424 W 3' FROM SHELF EDGE PL19 PLASTIC LAMINATE CONT SEALANT EXPOSED SIDES HARDWOOD EDGE ON 3/4" SUBSTRATE (PL19) •p'Q TRIM TYPEXTERIOR AND EXPOSED SIDES (SST4.) COUNTER TOP (PL19, WITH SET ON CONT SEALANT Ofly,, ,,,,,e.... BACKSPLASH (SST4)COUNTER TOP WITH REF 5-A9.3 �I =COUNTER TOP WITH w SET ON BACKSPLASH CONT SEALANT SET ON BACKSPLASH REF 5-A9.3 w N 2'-3" REF 5-A9.3 N 2 -3" 2'-3" CONT SEALANT a_ (SST4)COUNTER TOP T / '' / / �� DRILL FORre WITH SET ON i\L CONT SEALANT CONT SEALANT BACKSPLASH \ \ \ WOOD BLOCKING ADJUSTABLE SHELVES REF 5-A9.3 2'-3" tt 3" FROM SHELF EDGE ,�,��tt��srt�� / WOOD BLOCKING / WOOD BLOCKING / DRAWER, OMITTED TYP / / N "Q / ♦ t�� r �s� �/ ♦ r% r r ci UNDER SINK CONT SEALANT _ ,. DRAWER r�ao DRAWER ♦ �°° r o ` - I ' eco - O rpp po .yoo DRILL FOR ADJUSTABLE WOOD BLOCKING ♦ ♦ _Aht 2.,1- \ COLOR TO MATCH PL19 u COLOR TO MATCH (PL19)m �_ a' SHELF 4" FROM SHELF I 7 Noo i� ¢ _ �'/ ¢ _ ALL INTERIOR COMPONENTS ¢ - EDGE G L -1—j-- --- SINK BEYOND ALL INTERIOR COMPONENTS 1- 7 F- REF PLUMBING r _ 1'-10" x • 1'-10" MELAMINE ON 3/4" i 1'-10" : ALL INTERIOR COMPONENTS N - c� MELAMINE ON 3/4" 0 -V • SUBSTRATE (UNO) - O w 1 ADJ SUBSTRATE UNO o W : o w : 0 MELAMINE ON 3/4" 3" 3" U- x �1„ ( ) x 1 ADJ 1 = 1 ADJ SUBSTRATE (UNO) F I ¢ y N ' N N m lorm. F-wdzinddnd C DRILL FOR ADJUSTABLE SHELF • DRILL FOR ADJUSTABLE m COLOR TO MATCH PL19 2WO ANSUBSATE OTRATE jr;Ty"4 4" FROM SHELF EDGE / �4 j, 4"- SHELF 4" FROM SHELF x : , ' • ' o w U. PLASTIC ¢N m P ¢ EDGE g ��4"_/ 4" �- N ? CC * 3/4" PLASTIC LAMINATE ON 3/4" TY J PLASTIC LAMINATE TYP TY• r ( SUBSTRATE EXTERIOR AND < <^ I X < N EXTERIOR AND I I I I ON 3/4" E I I ♦ I ____) ¢ EXPOSED SIDES I `` EXPOSED SIDES I f X " EXTERIORTAND I ix H 10 10 toi 2'-0" v 4 10 �� 2'-0"-O I- EXPOSED SIDES PL19 10 /1.--.---.) A9.2 it-O A9.2, A9.2 I` A9.2 SIM / ♦ - MILLWORK OPEN SHELVING UPPER & LOWER UPPER 8c LOWER UPPER 8c LOWER LOWER DETAILS a © CABINET SECTION CABINET SECTION 3 CABINET SECTION © CABINET SECTION O CABINET SECTI9ON 1"=1' 0" 123010 c\a092 4 005 �`_I001 0 r%-i Ln ea N 3 SHEET: 0 0 A ,,. SHEET NOTES (1:_I0 so Q w 1. REF SHEET A7 FOR SCHEDULE FINISH KEY N g aor Ill 2. REF ELEVATIONS FOR CABINET FINISHED END CONDITIONS 3. ALL EXPOSED COUNTERTOP CORNERS ARE TO � 5 BE EASED Ce o w m N Z LL W CI) KEYNOTES < LL N U CO . tn 22 10.18 1 1/2"x 1 1/2" EDGE TRIM I-el N 10.19 3/4"x 3/4" EDGE TRIM N o -- <zzwo 16-1Ce)- 8,-1" l,fN- / ABBREVIATION LEGEND w of .4 «�€"EXCESS LENGTH TO BE CUT < zo '4 mEgWIN FIELD =' ��Cwk+-1< }zyF= �F�<<KOWwVI<U NO U)�=�wO�w Oc,0. woN- xw._.z 1} FE \ ADJ - ADJUSTABLE SHELF zz4iScOwNwBt 'biNo C.CAB - BUTTS TALLER MILLWORK 1 ocLoo a=zaw«ozd 4 Nzoo.ak'« "�ti""OzN5 70-N M '"N8No k'zo¢�s•csir D cezz OnLa whiorww�O FE W I F - MILLWORK FINSHED END � �=�Niog4<vUi�z¢a.- FE - FINISHED END - REF 5-A9.3 FE \ W - BUTTS WALL B 17'-4" 4•-1,• / / / / 2'-6" 14'-10" In / / z ,4, W FE FE I \ \ In z 0 U W FE I� CAB FE I� N N \ \ FE FE 0 0 o A NOTE: EXCESS co 0 . i LENGTH TO BE CUT IN FIELD WWF COUNTERTOP & WALL CAP SIZES NOT USED cn a ® 1/2"=1'-O" 062411 c\a093-012-f Z 41) Q a O E g 0 O `Y' (SST4)COUNTER TOP REF 5-A9.3 p `.J o H4 w / 2 -6 / (SST4) COUNTER TOP (SST4) COUNTER TOP (SST4)COUNTER TOP 2'-3" REF 5-A9.3 2'-3^ REF 5-A9.3 2'-3" REF 5-A9.3 Z / / w f A -. n.d. Fat, 0 �' � BUMPER RAIL al ` \ — \ — e ' BUMPER RAIL �� + -NI BUMPER RAIL ` p — r-IN — i ' MEMO �~ BY WALMART 3„ o 11., BY WALMART :NH' SPACE 1¢•. BY WALMART SPACE FOR 1„LOCK :__ : WIRES ,. 14 ISSUE BLOCK 4 : 4 FOR WIRE // 4 ►. n�• i� DRAWER WITH LOCK FOR EW ALL INTERIOR COMPONENTS .1 ALL INTERIOR COMPONENTS fir.- MELAMINE ON 3/4" 1 1/2" SHELF STOP ALL INTERIOR COMPONENTS 2-ADJ : EDGE COLOR TO MATCH PLMELAMINE ON 3/4' \ �% \ 2-ADJ • SUBSTRATE (UNO) (TYP) , �� MELAMINE ON 3/4" I.nmcn..�..i�.��../.�...�..,,..,�,.; .gym.. SPACE ..�..... ,., SUBSTRATE< < ALL INTERIOR COMPONENTS r i t " N (U 0) SUBSTRATE (UNO) SPACE FOR MELAMINE ON 3/4" , COLOR TO MATCH PL4 / �— JUNCTION BOXSMI COLOR TO MATCH (PL4) .-I� WIRE CHASE : .� ,..,��„ -- COLOR TO MATCH (PL4) .-I- N 1•-9.• SUBSTRATE (UNO) At N • 1'-9" .-yam N _NIN • 'i TYP EDGE COLOR TO MATCH PL - p • • EDGE COLOR TO MATCH PL I Q o 'r • TYP COLOR TO MATCH�pL4� I Q o � :4,) < o y EDGE COLOR TO MATCH PL �� j DRILL FOR ADJUSTABLEo I • 1-ADJ 2'-1i" - DRILL FOR ADJUSTABLE �° -� DRILL FOR ADJUSTABLE PLASTIC LAMINATE _ 2 DRILL FOR ADJUSTABLE PLASTIC LAMINATE 2" 1-ADJ , ,1. SHELF 4" FROM SHELF / /d SHELVES 4" FROM SHELF SHELF 4' FROM SHELFN I PLASTIC LAMINATE ti TYP • EDGE ON 3/4" SUBSTRATE N o EDGE �XTE EXTERIOR AND N EDGE / N2 1 -g EDGE 4" FROM SHELF E XTERIOR AND SUBSTRATEN1/2" X " NUMX4" NUM ATE SHELF EDGE GUARD FEEGFEGv I I CHASE I I 2"W X 4"H WIRE i i' A ) CHASE \ \ A 1_ \ \ _A CHASE (I L—A . . I� 10 2'-1" 10 10 10 W -/ /- A9.2 A9.2 A9.2 2 -1 / / EA SIDE -1 /- EA SIDE / / TYP EA SIDE BASE CABINET SECTION 9 BASE CABIDN6ET SECTION 8 BASE CABIoN6ET SECTION O BASE CABIGN6ET SECTION CHECKED BY: 1 0 1" = 1'-0" 082611 C/A093-010 DRAWN BY: FILE NAME: 150-A93 PROTO CYCLE: 012712 DOCUMENT DATE: 041012 GRAIN DIRECTION BUMPER RAIL BUMPER RAIL TYP BY WALMART ENDS AT WALL ( 10'18 ) EASED EDGE 409.0) �,. ST4 - F DO It V. I Mkr F F F �. 00 X 40 �. .C� 4 fir' -Ni 2 -0----(PL4) "> -y ##5424 C ► ( dIF Off' \ I ( es ) 8'-0" 4'-O" 4'-0' 17'-3 " / / / / / d 1'NOT USED COUNTERTOP EDGE CUSTOMER SERVICE ELEVATION - 6 062411 c\a093-005 1 � ; 6" = 1'-O" 1/2" = -0" 062411 c\A093-004-F �' -r , - �?"� ' 1 M M M M M M M M M M M M M M M M M M M M M \ �Y�� Q, Qi Oi ai :To; a1 O) 01 01 01 Oi Oi m Oi ai a a a a a a a a a a a a a a a a a a a ¢ ¢ , r---- PROVIDE (4) I I I I I I I I I I N I I - I I I - I - I - I ( I I i JUNCTION m N rn °a N rn °a N a, co N ch CO N rn ro N rn 0) N dr) i I BOXES (TYP) -1) i I _JI r--r- -I- EDGE F EDGE OF I 10.19 ) ; WALL BEYOND \ 1I N� \ I F __Nru — — 4-A9.3 ! o 7 , �� LL © F 12A-A9.3 i 126-A9.3 ° e ® oL bp o7 X F - v v v IL .. 2-A9.3 —' CUSTOMER SERVICE 2'-2" 1'-8" 1'-3" 10" 1'-8" 1'-3" 10" 1'-8" 1'-3" 10" 1'-8" 1'-3" 10" 1'-8" 1'-3" 10" 1'-8" 1'-3" 10" 1'-8" 1'-3" Sc GROCERY DETAILS s. 0 CR 4'-O" 4'-O" 4'-O" 4'-O" / / / / / / / / / 1 1 M N ul do NOT USED COURTESY DESK ELEVATION CUSTOMER SERVICE MILLWORK PLAN N © 1/2.• = 1'-0" 062411 c\A093-002-F 1 1/4"=1'-0" 042911 c\A093-001-f O — SHEET: N A9 . 3 C\PH010-KNOTES 022610 PH/PH010-GNOTES_PH1C KEYNOTES SHEET NOTES 1:`� 9 CV cb DOUBLE METAL STUD - w AT JAMBS 1. INTERIOR PLAN DIMENSIONS SHALL BE TO 2 d 6.11 48" HIGH PLASTIC LAMINATE WITH ALUMINUM � � METAL EDGE TRIM AT EXPOSED EDGES FACE OF STUD/CMU UNLESS NOTED 0 0 OTHERWISE II-/ � SIM 6.20 PROVIDE 2X4 CONTINUOUS HORIZONTAL WOOD i BLOCKING AT 6'-0" AND 10'-0" AFF INSIDE 2. SUPPORT COUNTERTOPS WITH TEMPORARY FULL LENGTH OF WALL 2x4 LEGS UNTIL BASE CABINETS ARE < 5 INSTALLED. THEN INSTALL PERMANENT 1 1/4" Cle (0 r,^ w- F lir8.02 PAINTED HOLLOW METAL DOOR AND DIAMETER PIPE SUPPORT LEGS AT OPEN a 1 FRAME SPANS. LL a i 3. PROVIDE SOUND ATTENUATION IN ALL TOILET U 0 LL F ' -- 10.05 PAPER TOWEL DISPENSER (SURFACE l -I MOUNTED) ROOM PARTITIONS. lc u 4. INSTALL MIRRORS PER MANUFACTURERS a CO 1 10.20 1 1/2"x1 1/2" STAINLESS STEEL CORNER SPECIFICATIONS• ~ 2x WOOD BLOCKING GUARDS TO 4'-O" AFF INSTALLED IN JAMB `� J1 ADJACENT WALLS ____ _ 5. PAINT ALL EXPOSED CONDUIT TO MATCH 10.25 WALL MOUNTED SOAP DISPENSER TO 10'-O" AFF w rcomN a0zzuipu �za L2x2x16 GA CLIP ANGLE ATTACH TO 6. PERIMETERSEAL OFSINKR F TOI TALLLET E FLOOR. SEAL WP iaazw w *moo JAMB Ct r,az¢omw STUD WITH (2) #10 TEK SCREWS AND �� a`}ao°m��mwoww TO HSS COLUMN WITH (2) #12-24 7. REF SHEET A5.6 FOR TOILET FIXTURE HEIGHTS aN�o�N�ww�?''a> 8,= 4 zF;a TRAXX/5 FASTENERS AND CLEARANCES zo 3UQop8OW'azooz AT SHUTTER w�= ° • 11 8. REF A7 FOR SCHEDULE FINISH KEY p ivaioaoa'iir�`oa` • 8 3"=1'-0" 012811 C\PHO10 009 ¢ cW-ci www°oocg 4 9. WALMART FURNISHED AND INSTALLED ITEMS o0o ow w w�owo Dui Drj SHOWN DASHED UNO a N'y�Ia os�i i�X� T \` I . : to FS'O_ZO2-it KKaH PLACE CEILING SUPPORTS AS CLOSEI STOP PLYWOOD r y ozEircwwoo AS POSSIBLE TO ROLLING CLOSURE + + I+ +. SUBSTRATE AT 12'-0" AFF 1 10. PERIMETER WALLS OF PHARMACY SHALL HAVE ± ) WITHOUT OBSTRUCTING OPERATION (2) LAYERS 1/2" GYPSUM CONTINUE STUDS 1/2" GYPSUM BOARD TO DECK BOARD TO DECK + AND GYPSUM ' 3 5/8"x 18 BOARD TO DECK GAUGE METAL 1 -8' • 1/2" GYPSUM BOARD r ,i ' ' E ` ' ' STUDS AT 24" OC (4) #10 TEK ON 1/2" PLYWOOD I NTD: SUBSTRATE (P105) INSERT CORRECT CHECKOUT, I SCREWS \ COI) ZCOUNSELING AND PRIVACY WALLS n 2"x2"x3"x 16 y HSS BEYOND (`- ` �J I i POHRA MACY STA REQUIREMENT za + GAUGE CLIP MOTOR ASSEMBLY `_,/ ' ' . • MEET IN SPECIAL DIVISIONS SET CURTAIN ` . \ ANGLE AT EACH SIDE MOUNTED 1 1 _ " � ` JJJfff"` STUD WITH (4) 3 5/8"x20 GA o i I - 1 #10 TEK SCREWS METAL STUDS AT 24" �1� U (4) #10 TEK COIL • OC 1 SCREWS (2) 12"x 14 GA CEILING AS _�� 108' 8 1/2' NTD: --- METAL STUDS ° Q Z+ + .: SCHEDULED .. ^'ai '.. BOS REFER TO SPECIAL DIVISION SET THUMB TURN + } 1 O J. I FOR VERSION OF 42NCRR LOCKING \ /� J PHARMACY TO BE USED IN MECHANISM - INSTALL PER ___� �` \ J 1 __ 3 5/8"x20 GA MANUFACTURERS , r' COLORADO AND NEVADA AND I I + ` METAL •STUD BRACE . . . • ARIZONA O 0 Z BOTTOM BAR • ± -I- -F . RECOMMENDATIONS i ( + + ) O _ __� r, AT 24" OC L TRIM ! -� LIGHT FIXTURE _ 1 WALL BEYOND P105 0 v ti REF ELECTRICAL � \ ,/ � t+tt III II 1 L-BRACKETS ROLLING CLOSURE / -- O % 0 EACH SIDE + + + ^ ^ i� 1/2" GYPSUM 4-1°- Immflmfl• r+ + + PHARMACY SIDE / / W Ln 6 1 5/8" METAL • F-4 oDo • in �� 2 1 2"x1 3 4" METAL STUDS AT 24" OC BOARD ON it. TRACK BEYOND . a 1/2" PLYWOOD U U a I I i I I0 1/2" GYPSUM BOARD P105 .LI I • I \I `- I J-4.-I,..-::- ® TO 4RACK TYP BOTH SIDES + + + - + + + + + + + 0 O \ P105 GYPSUM BOARD CEILING AS 34" 24" \ SCHEDULED I` �) + + + + + + Q ird -/ 4 / P105 ACRYLIC LIGHTING PANEL \�+ + + + NN M HELD CUT TO FIT OPENING 1--� � O o GYPSUM BOARD REF ELECTRICAL + + + + + + I- C 1" SPECIFICATIONS B9 ~ 6.. 52 ~ + /l,Y - O �J INSTALL "T" BARS AT JOINTS ` 3" B9 ) E- w IN LENS DO NOT ATTACH TO TYP pq CEILING SLOT OPENING "L" BRACKETS COILING DOOR SECTION WALL SECTION AT ROLLING CLOSURE 3" = 1'-O" 052711 C\PH010-007_42NCRR-F 6 1 1/2" =1'-0" 093011 C\PH010-006_42NC-42NCRR-F 3/4" = 1'-0" 052711 C\PH010-005_42NC-42NCRR-F Z W 0 ti NOTE: EXTERIOR OF _ ISSUE BLOCK PHARMACY TO BE _ SEMI-GLOSS PAINT aI REF SPECIFICATIONS 'n LIGHTING BEYOND OVERHEAD ROLLING CLOSURE . . . .....,..„,t. : • COILING SHUTTER CONTROL SWITCH REF ELECTRICAL • REF ELECTRICAL • - . . REF DOOR SCHEDULES FOR EMERGENCY RELEASE BOX OVERHEAD ROLLING SIZES TYP COORDINATE PLACEMENT WITH CLOSURE 7 P105 CLOSURE INSTALLER • - ...-:---.j- ,� i (P105) N. RETURN GYPSUM • .. : . . 10.20 BOARD TO LIGHT • OPEN TO - tt FIXTURE EACH END BEYOND . I TYP - 4 ic . - . N N, l I Y r� 104'-O"- m _. _, . r I + P40 � + o I i i - \ p I I + + + + + + + + + + + + .� + + t \+ + + + + + + + - + + - + + - + + + I i I I -. o - 4 - - o CHECKED BY: 1 In i ''n i + + + + + + + + + + + + >+ + +I + + + + + - + + + + + + + + + + + /+ + + + + + + + + + b + + + + + + + + + + + i + + 4- + + + + + + + + + + t + + + , + + + + I iv DRAWN BY: NI \ - \ \ \ + + + + + + + + + + + 4- f N 8.02 10.20 ) REFRIGERATOR ( 10.20 r �J 100'-0" B9 P16 B9 -(P36) I Y GRAIN GRAY DOOR B9 ( 6.11 ) ( 10.20 )( 8.02 ) GRAIN ( 6.11 ) B6 ( 10.20 ) FILE NAME: 150-PH010 TYP B6 B9 DIRECTION TYPDIRECTION NOTE: B9 (PL41 BEYOND (P16) (PL4) ALL OUTSIDE PROM CYCLE: 012712 PHARMACY INTERIOR ELEVATION SHUTTERS MOUNTED 2" ABOVE PHARMACY EXTERIOR ELEVATION TYP CORNERS TYP DOCUMENT DATE: 041012 (4 1/4" = 1'-0" 012712 C\PHO10 004_42NC 42NCRR F OPENING TYP. 1/4 = 1'-O" 012712 C\PHO10 003_42NC 42NCRR F GRAY VINYL WALL GUARD REF SPECIFICATIONS 42NCRR DT .,.-‘12,1)4p PHARMACY 529 SQ. FT. G`f> 3-PHIRESTROOM 48 SQ. FT. + ?€ Lr �� 42NCRR Jar .,a�_ 4'-3" 7'-6' 3'-2" 7'-10" 4'-0" 2'-O" PHARMACY 529 SQ. FT. , s + r,4 y / / / / / / / / RESTROOM 48 SQ. FT. .fir #5424 SIG CAP1 3 TASCO/HYBRID PRINTERS FINISHED- COUNTERTOP CUSTOMER SPACE CHECKOUT EDGE TO BE FLUSH IFS oISPLAY2 (ELO) ARE TO BE LOCATED OVERHEAD ROLLING302 WITH END OF CABINET 42NC NO EQUIPMENT UNDER THE COUNTER CLOSURE N PHARMACY 581 SQ. FT. SCANNER1 REGISTER N N 9 _ N HERE BROCHURE DISPLAY1 DEBIT RACK PRINTER2 PRIVACY WALL = = PH1.2 = x = PRIVACY WALL REGISTER 'FADER 1 SCANNER2 CUSTOMER SPACE REF 6-PH1.2 a a a ' o / REF 6-PH1.2 : : HAND - PRINTER1 / SIG NO EQUIPMENTJAMAT • r. OH •` - .\ NNER3 CAP2 _ . HERE SHUTTERS 3 3 '��t 1- �J �� \DEBIT 5 '� t a CHECKOUT h C6 � � ; REF 8-PHI TYP t A _ N LASER PRINTER 11. 1-,=-,-1 R 0ER2 r---1 EACH SIDE - I -ip • , BELOW COUNTER AVISION p p •C _ = IIiir SOF-IT LINE Ski.. o\ C3 0 I� SCANNER H " ABOVE PH1 2 I N HYBRID : .. _ RX PC FLAT TASC• SENSORMATIC 1 TASC01 - • TASCO2�HAND SENSORMATIC 2 (10.20 a I EMERGENCY 11 Ci,41.-.1 RX PC FLAT • KEYBOARD� YBDAED2__ •••• 6.20 N •• RELEASE BOX t � 25'-9" (ROUGH OPENING) io �: PANEL MONITOR SC EEANf�1ER2 oil t aa� I I PANEL MONITOR HYBRID TASCO �- s. � - o o ° e I r ' ABOVE COUNTER __ - n - - - -ABOVE COU __ - _GN - I N _ t T - - - - I - - - - T - - - - T - - 1HFINISHES TO BE \ �\�. 0 s= COUNTE C UN D6 ' e_ - ' CAE WILE CAE_- E Z -„ E CAE _1 OTC I OMITTEDCHASESIDE o NW- - RX PC3 BE AK X-P-C� ONE-5 } O �L PHONE ��, �� PHONE 6J \ n °r- - - O �/ in/ I fi 1 �� _ 1 8 PH1.1- - - - - \ RX PC FLAT , I 4 i 6'-9' 6-PH1.1 3' 0" , 4'-0' -, I 4`-0' F 4'-0' I 3'r4 1 OH io RX PC1 BELOW KEYBOARD NEL MONITOR I all _ I cf - - +I - _I CONTINUE .• rIN COUNTER ABOVE COUNTER f4 aUl k ALM 8-PH1.1 DROP o r\ GYPSUM BOARD i RX PC2 BELOW f 1'-4" -I I COUNTER LASER PRINTER KEYBOARD' LASER PRINTER /KEYBOARD o C6 OFF / 3'-2' _ Z o TO DECK o PHONE-2 BELOW COUNTER BELOW COUNTER Jr 1 DISPLAY FINAL CHECK ' IN (2) EQUIPMENT ;,0 4-N PHARMACY KEYBOARD' o _. .4,.,.,,,+ra,r,erumauronrrauraou"4n.41? RISERS ' o PHARMICIST PHONE-1 RACK • - 2'-0" LICENSES/TECH I II PHAND RX PC FLAT I -co . C6 r. REF 12-PH1.2 •• k k ° --- in\ I LICENSES AND SCANNER3 STATIONARY FILL PANEL MONITOR 0 1 PERMITS :O - r - PRINTF - ABOVE C�DUIyTR - 60"x56" CLEARIN 0_._ r\ II II o AND LEVEL FLOOR • ' a A - o1 I - II� I I ILL I II� I I(� I (I�ini I11:::::::::::-.1... I o _ t I I I tt I WIRE SPACE N =J'::.':fp . N II I II \ PRINTER I 11 I 1 11 1 r T I 11 I WIRE 1 11 I WIRE 1 II I WIRE I it I WIRE 111 1 A6 �' � � a I I 6.11 1 II 1 PRINTER I II I PRINTER I 11 I PRINTER I 11 I PRINTER I 11 1 r T ?'g p 7 s _ I it I I II I I II I I II I I II I 1 1 LEVELBFLOORAR AND SPACE . / : 1 II I II I I I PHARMACY ____ ____ ____ I Ind - 1.1 "' I-- - - - - r - - - - � 1 C6 O �` I II II II 1 Ir -- -a I II I,I----iI II I �I �>■ emits. \ IL - IL - - - - ❑ -Ln L1LJ----- 1L, -- ---1 .11- _1 n--- -n L1LUe----nL.11.JO-----1L� \ \ _ ►wwtrnr'r� T!Ifffifrrrrfrtr't't, \ \ v PHARMACY A6 (110.05 IC61 Cs) * WALL STANDARDS BELOW FOR REFERENCE ONLY TOILET 7'-8" 110.25 6'-1" 1'-6" 4'-1" 1'-6" 4'-1" 1'-6" 3'-6" 1'-6" 3'-3" 1'-6" I 'S'-10" a ALL COUNTERS EQUIPMENT FURNISHED AND 301 / / / / / / / / / / / / N INSTALLED BY WALMART WATER DO NOT INSTALL M * NO WALL STANDARDS ABOVE fa FILTRATION CONTINUE GYPSUM PLASTIC BASE 2 SINK OR IN RESTROOM SYSTEM BOARD TO DECK BEHIND FIXTURES 66 REF PLUMBING TYP N © EQUIPMENT PLAN �� PHARMACY PLAN o SHEET: , 1/4" =1'-0" 123010 C\PH010-002_42NC-42NCRR-F 1/4"=1'-0" 012712 C\PH010-001_42NC-42NCRR-F P H 1 -S .. ,.. .. .- - - ,a 051009 �PH011-GNO�TESr SHEET NOTES 1._` < PA 1. REF A7 FOR SCHEDULE FINISH KEY g o 2. REF SHEET A5.6 FOR FIXTURE MOUNTING m a HEIGHTS 1 M 3. ALL EXPOSED COUNTERTOP CORNERS AND ENDS ARE TO BE EASED Of LI 032610 PH/PH011-KNOTES Ce a•-, 1w N KEYNOTES " W V LL w U < LL N.N U 1 ON 1/2" PLYWOOD m 0 1' 0" 1 1'-0" 10.05 PAPER TOWEL DISPENSER (SURFACE SUBSTRATE it (3) 3 5/8"x 18 GAUGE i1 MOUNTED) METAL STUDS 7+• 10.06 TOILET PAPER HOLDER 6 SOFFIT ABOVEN SST4� „ EXTEND HEADER 11 REF 5-A9.3 84 10.07 SANITARY NAPKIN DISPOSAL PI TO CORNER I I 1/2" GYPSUM BOARDI 1x6 WOOD BLOCKING tWi� <�II�I ON 1 2" PLYWOOD II1x WOOD BLOCKING 10.09 SOAP DISPENSER MOUNTED TO MIRROR IFw o ~� QQoN PL4 /TO 4'-O" rilt I \ FILLET AT WALL TYP owhy Lx'oyiy�m� ' CONTINUOUS SEALANT NO MIRROR MOUNT AS SHOWN IN PLANa*<=ooawAgw° AFF _ WITH BOTTOM OF DISPENSER 40" AFFn >N ��wo�wPL4Il� 1+• - SST410.11 MIRRORmo�rcN oww a>L... n o''\ =wig <�w� � aw ��Z <GZOUOP105 TYP REF 5-A9.3 oaooli :81-u:!, o <=z< z+na wzw o<_ _ 10.12 TOILET SEAT COVER DISPENSER ¢ mao F og COUNTERTOP _AFF yN �1NP105I � � REF 10-PH1.2i a<ka o n�i�=�o 'I ' _.11 CONTINUOUS o=o o "'`''cwiowo"'11 0 10.14 GRAB BAR (INSTALL PLYWOOD BACKING) d ^wo� �ossin��DRILL 2 1/2" HOLES IN SEALANT v~i ��N=o4<�<o rc<aI a �SST4�REF 10-PH1.2 moo=gmwwoo --1N r n. �I P705 PL4 I r COUNTER TOP AND PLYWOOD FILLET AT ~ - - - - ■r FO F- • FOR CABLING WHERE INDICATED WALL TYP 10.20 1 1 2"x1 1/2" STAINLESS STEEL CORNER 1'll o o TO 4 0 I'L' -_ \ GUARDS TO 4'-0" AFF R LI �. I - -UE-- - 11 �P40� ON PLAN 4 SIDES TYP ��I ��I N N �� 4 SIDES TYP :.::::•::.:-::::::.:.-::::: ::::............:::::.::....a \ 5/8,. PLYWOOD 3 16� ...10-am tl I� 13/16 �iiiiiiiiiiiiiiiiiiiiii- '1 BY OVERHEAD __ P105 P105 fil� CEILING AS SCHEDULED �/ SUBSTRATE ' BY OVERHEAD PAINT(P40) ROLLINGCLOSURE , � /. \_." D 11111111 TO 4 -0STEEL " all -STEEL SBSTRATE�P40� CONTINUOUS 2x4 BLOCKING TOF0" • om� IIIIIIIIIIIIII IIIIIIII CONTINUOUS 2x4 BLOCKING " < 1 10.20 1/2" GYPSUM BOARD \ PAINT(P 40) _1 1/2" GYPSUM BOARD ON (j 1„ ��' o r _ in 1/2" PLYWOOD SUBSTRATE 12 ON 1/2" PLYWOOD I _ _ 1/2" GYPSUM BOARD zo SUBSTRATE d P40 ON 1/2" PLYWOOD 0 �P40) 4"x4"x3/16"x12'-0" HSS COLUMN BY P40 N -� 1/4"x1 3/4" WOOD 1 1/4" OUTSIDE DIAMETER M OVERHEAD ROLLING CLOSURE INSTALLER 1 SCREWS STEEL PIPE SUPPORTS 48" I 11"x8"x5/8" BASE PLATE WITH (4) = 2X4 WOOD BLOCKINGin OC MAX PAINT UNO P36 n 5/8"x2 5/8" EMBED THREADED RODS IN TOP OF BLOCKING TO I 6"xSAT2 GAUGE METALC 3 5/8"x 22 GAUGE METAL / STUDS 24" OC A EPDXY ADHESIVE BY OVERHEAD ROLLING B BE AT FINISHED STUDS AT 24" OC /y z CLOSURE INSTALLER, TYP - CEILING HEIGHT O 0 0 \ REF ROOM FINISH 1/2" GYPSUM BOARD 0 CM ROLLING DOOR GUIDE AND COLUMN SCHEDULE 1/2" PLYWOOD P40 00 �o 9 1 1/2" = 1'-O" 102811 C\PHO11 009_42NC 42NCRR-F DO NOT INSTALL BASE BEHIND FIXTURES INSTALLC-I REF PLAN FOR CONTINUOUS SEALANT C PARTITION TYPE BASE TO FIXTURES AFTERN AT TOP OF BASE w E" FIXTURES ARE SET N in c4 CONTINUOUS SEALANT ATB9 0 0 O a- i r �� TOP OF BASE Z II - I iiiillr'alleiller WALL MOUNTED �v ` � 89 � '� • Qw 8 MIRROR SENTS 012811 DCTION SECTION AT KNEEWALL 6 SECTION AT KNEEWALL c E-4 al w 1'-O" 3'-6" ctiz Q ( 10.05 ) go 3'-3" t 'I (10.09 ) y /6", 3' 6" ti 1 I ( 10.11 ) 10.14 --I- 1 N ISSUE BLOCK 111 10.07 3' � 01. (10.06) `!, .. 10.14 ) r k-- I-- i� 1 \ r- __ I ;: 11 ' rr $ I � 1 _ -�(i} _ T illi o C �� § A61 ROOFING SYSTEM Nil � , 1 � _ SIM REF STRUCTURAL OH SIM 11 F I M / ROOFING SYSTEM �- �� i i :co IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIITIl1TilTIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIITITITif(illilllNi�IIIIIIIIIIIifITllTmllllllllllllllllll ! t IIIIIIII1111111iIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIi IIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllliii j I' Jd N N N ) ( • plows - • T r �G °° a. ---- I : I I q_v REF I 2'-0" MIN \ \ �� I --- J UNISTRUT 1 1 11 STRUCTURAL / (10.12) P33 - - s 3'-6" MAX - / © TOILET ELEVATION TOILET ELEVATION ,/2" GYPSUM BOARD d TO DECK 1/2" = 1'-0" 012712 C\PH011-006_PH1C-F T 1/2" = 1'-0" 123010 C\PH011-005_PH1C-F (P33) !.!.:: CHECKED BY: O • NOTE: : - ALL PHARMACY RESTROOM DRAWN BY: AND BLOWER ENCLOSURE FILE NAME: 150-PH011 "" PARTITIONS STUDS TO BE • 18 GAUGE 1/2" CLEAR TEMPERED GLASS I I % z PROTO CYCLE: 012712 WITH SMOOTH CURVED EDGES I 1 I ;' DOCUMENT DATE: 041012 AT EXPOSED AREAS I 3 6" RADIUS k Y 4 p 1\\ZINGSHUR 107 -0 1/2„� t.STOP PLYWOOD SUBSTRATE fx• : *It ?1/..... ? � / ',� AT 12'-0" AFF (2) LAYERS 1/2" GYPSUM BOARD TO #5424 HEADER _ REF 1-A6.1 DECK x 1-0F 00 PLYWOOD AND GYPSUM ' FIXED BRUSHED ALUMINUM BOARD TOILING 4" ABOVE CEFRAME, TYP r J. I> STOP PLYWOOD SUBSTRATE ~ AT 12'-0" AFF (2) LAYERS Y COILING SHUTTER TRACK WHERE © 8"x16 GAUGE CEILING CEILING AS JOISTS 24" OC ATTACHED 1/2" GYPSUM DECBOARD TO SCHEDULED / SHOWN ON PLAN TO STUDS WITH (4) #10 �•. • MirCEILING AS TEK SCREWS EACH END mo • ] �) SCHEDULED REF 15-A6.1 MIRROR • 1GYPSUM BOARD AND '21 REF 8-PH1.1 � 1I 3 5/8"x18 GAUGE -,I PLYWOOD TO 4" ABOVE CEILING N S "-' STUDS AT 24" OC �� CONTINUE GYPSUM ----hh‘ / 6"x 18 GAUGE BOARD ONLY TO BOTTOM OF DECK a, �'' STUDS 24" OC REF PLAN FOR (SST4)REF 5-A9.3 r PARTITION TYPE S3/4"x3/4" ALUMINUM ANGLE REF SPECS RUN SILICONE BEAD 1"LONGx1" THICK EVERY 6" BEFORE REF PLAN FOR `$ N `� 1 SETTING PARTITION TYPE ] _ _ m= rii. ��:? N in / 1x WOOD BLOCKING COUNTERTOP a �: \ (SST4)REF 10-PH1.2 l .- - - - -% I I I-- , IA 10 5/8" PLYWOOD + + + + • TOILET �'• // I I`\\ PIPE SUPPORT / / SUBSTRATE HOLD PIPE 1 PHARMACY 7."..y- (SST4)REF 5-A9.3 SUPPORT 1" FROM r P36 M EDGE PAINT PLYWOOD P40 ....... .... ........ ....... . . �.. PHARMACY \/ REF PLAN `J( I v //l\ -f 100,_p„ a \ c. s 100._0„ o DRILL 2 1/2" HOLES IN b $ FF EL EQ EQ EQ EO FF EL SECTIONS COUNTER TOP AND PLYWOOD / / / SECTIONS AND DETAILS N - ± ,- fFOR CABLING N 6B-PH1.2 REF 1-PH1 FOR LOCATION a ,SCONTINUOUS 2x4 BLOCKING / / PRIVACY WALL 1 © WALL SECTION REF 6-PH1.2 SIM / /- in SECTION AT 1/2" = 1'-0" 012712 C\PH011-002_42NC-42NCRR-F do , , COILING SHUTTER PHARMACY SECTION SHEET: 0 1 1/2" = 1'-0" 012712 C\PH011-003_PHiC 1/2" = 1'-O" 102811 C\PH011-001_42NC-42NCRR-F P H 1 . 1 051009 PH/PH011-GNOTES / 3/4" PLYWOOD, o TYPICAL PL4 NTD: SHEET NOTES /� " \ // 7 EQUIPMENT RISER z ALL SURFACES •- PLASTIC LAMINATE TO - 3 MATCH EXISTING COLORS AND MATERIALS. REVISE 1. REF A7 FOR SCHEDULE FINISH KEY o 0 ACCORDINGLY TO MATCH 2. REF SHEET A5.6 FOR FIXTURE MOUNTING m 0 FOR YOUR PROJECT. HEIGHTS V 6 3. ALL EXPOSED COUNTERTOP CORNERS AND ENDS ARE TO BE EASED 03 10 1 Ce 01 1- ^ y 10" EASED EDGE : w PL4 KEYNOTES U N W ALL SURFACES DRAWER LOCK SST4 \ REF SPECS \ M 2 r- U I • I ' -•.c. 1 :y . " Q n II II 10.20 1 1/2"x1 1/2" STAINLESS STEEL CORNER0.2,2 �� ! I I . \ GUARDS TO 4'-0" AFF - N \ \ irw (M00 ' RISER PLAN \ PNEUMATIC TUBE w LOCK BOX FRONT ELEVATION / 1 5/8" PLYWOOD SUBSTRATE - w • N go,_ REF MANUFACTURER k w 2'-8" WITH 20 DEGREE ANGLE CUT N o �� <izWo Wza FOR TUBE SIZE \ - \ W��<zrc�o�Ii i Ll SHOP DRAWINGS itWITH w o aa��W^ SEAL AIR SPACE oF�za z ��o FOAM ESEALANINGAND SHAPE et cRNW�-<2 wu,om �, dif, COUNTERTOP EDGE o �- GOUNO~=WOW ALL SURFACES ALL SURFACES 1 O z a°=oOWoWOoN a> REF STRUCTURALo�z�,-os2200 0 1'-9" 6" = 1'-0" 062411 PH012 010 o 3W..z'"ONH44azoz Lalt2cLorg ,T, 1 _ 1 -1 aak'a-zF920DoN 0 O0OOjW• WIJO_'O CW 1 /// d 000 YIKreC� OWO ` I / MKtup -\ I 0 I Mld -��1'!l (n 10 z0 0ZUJarc¢a0 METAL ROOF DECK 11 MIS L� LOCKING NUT TOP TRACK \ \ b^ \ \ HINGE TERRY: BOLT HINGE TO JOIST TUBES PERPENDICULAR TO JOIST HINGE CP2-2203S, CABINET WITH 2x WOOD BLOCKING AT RISER FRONT ELEVATION SECTION NICKEL/CHROME OR HARDWARE PROVIDED HINGES BLOCKING TO BE NOTE: I REFER TO PLANS EQUIPMENT RISER EQUIVALENT BY DOOR • FOR NUMBER OF MANUFACTURER CONTINUOUS FROM PNEUMATIC TUBES 1 1/2" = 1'-0" PH011-012 BOTTOM TO TOP 1 25 GAUGE METAL PAINT UNISTRUT 1- STUDS (SIZE AS AND PNEUMATIC -C TUBES WHERE , REQD) AT 24" OC. PNEUMATIC TUBE INSTALLER EXPOSED TO SALES NOTE: ATTACH TO TOP SHALL PROVIDE SEISMIC FLOOR P33 ALL DIMENSIONS ARE CAFE DOOR HINGE z AND BOTTOM JOIST BRACING IN ACCORDANCE I TO FACE OF FINISH. 1 1/2" = 1' O" 123010 PH/PHO12-009_42NC_42NCRR-F oz WITH SEISMIC ZONE CAFE DOOR ATTACH 6"x6"x16 GAUGE REQUIREMENTS AND AS UNISTRUT STRAP FOR REF 9-PH1.2 OPENING IN CAP REQUIRED BY STATE OR FOR GLASS CONT CAPTURE TRACK PNEUMATIC TUBE PROVIDE 2" CONDUIT WITH WITH #10x1" SCREWS FOR • LOCAL ORDINANCES COUNTERTOP SST4 PREWIRED GYPSUM BOARD REF 10-PH1.2 ELECTRICAL RADIUS THRU WALL AND SST4 (2) ROWS AT 24" OC PNEUMATIC TUBE DEVICES GROMMET AT COUNTER 7" REF MANUFACTURER SHOP DRAWINGS (10.20 PRIVACY WALL {10.20- TYP OF 2 /- REF 5-A9.3 II II ,,,___N I REF ELECTRICAL / ' % 0 Z BOTTOM TRACK •)i` FOR TUBE SIZE AND SHAPE REF 7-PH1.2 O N PRIVACY WALL o -ADJUSTABLE PRIVACY WALL WALL CAP O O .-i �\ *111 REF 6-PH1.2N SHELF, TYP REF 7-PH1.2 �� REF 5-A9.3 \ UNISTRUT SPANNTS 0 %AN JOIST TO JOIST SECURE 1 0 TO BOTTOM CHORD OF +' ++ ++++++++++++ _n JOIST + + + }I , } + + . ' -� CONTINUOUS SEALANT V 1 _ !f + EACH SIDE w F +4. + t + + + + - <'� + + + + + + + + + +++++%+++++ �y + + + + — + + + + + 2x4 WOOD BLOCKING AT TOP OF WALL N--1 IOC)) 0. METAL STUDS \ �' \ _J +* +*+++ +++ DOD I � © © � © © � �� +*+++ '+*+*++ EACH SIDE OF GLASS ATTACH TO _J- LPLYWOOD ABOVE PLASTIC LAMINATE 0 O MATERIAL UNISTRUT SUPPORT NOT y I I N 1/2" CHAMFER AT ., Z J-MOLD EDGE N 1"x1" ALUMINUM "L" EACH SIDE REF PARTITION TYPES - I I TO EXCEED 8'-0" OC PL4 = I = PL4 ( B9 , COF GLASS ATTACHED AT 12" OC I- -I /EACH CORNERATTACH REF STRUCTURAL ' _ ao L = J AT SLIP JOINT PLACED 3" MAXIMUM I: CAPTURE TRACK 3'-0" AFF f_ w o GYPSUM BOARD FROM PANEL POINT / EQ EQ EQ EQ EQ = EQ / (n TUBES PARALLEL TO JOIST 5 .� .� ,� ,� a `\ WET GLAZE PLAN 0 CAPTURETRACK REF PLAN �4$ REF PLAN / 3'-2" / REF PLAN // REF PLAN / 3 5/8" METAL STUDS w Ral AT PHARMACY WALL I CHECKOUT COUNTER REAR ELEVATION l4 „ 14 1 1/2" = ,'_p" 012712 PH012 014 13 P RE27 HANGER GER2 013 11 3/8" = ,'-0" 102811 C\PHO12-011_42NC_42NCRR-F 8 PRIVACY WALL SECTION z O a NTD: NW: o IN MONTANA, IN MONTANA, REPLACE THIS NOTE '- REPLACE THIS NOTE 3'-6,,. ISSUE BLOCK v 2 HATH THE FOLLOWING: 1/2" w WITH THE FOLLOWING: / / OPAQUE NG L NSES SIDE WITH SMOOTH 1/2' TEMPERED a 2'-0" GLASS SAND 1/2" CLEAR TEMPERED z 1 1/2" STAINLESS STEEL CURVED EDGES AT EXPOSED AREAS / BLASTED OPAQUE ON GLASS WITH SMOOTH 6" RADIUS 04 U CHANNEL 1 1 2" STAINLESS STEEL 1/2" CLEAR TEMPERED ONE SIDE WITH 5 1 CHANNEL \ CURVED EDGES AT 3 REF SPECS / GLASS WITH SMOOTHED SMOOTH CURVED EXPOSED AREAS $ \ 2i ' 0 CURVED EDGES AT EDGES AT EXPOSED \ y REF SPECS 6" RADIUS EXPOSED AREAS AREAS 1„ / 35• 2 1/2" CLEAR TEMPERED 8 1/2"x3-1/2"x9" BASE PLATE GLASS WITH SMOOTHED SECURED TO CONCRETE WITH 1'-6" CURVED EDGES AT EXPOSED ( ) / DIAMETER EXPANSION 1/2" CLEAR 4 3 8" 10.20 )STOP CORNER 1 TEMPERED GLASS i ANCHORS OUNTERTOP FURNISHED GUARDS AT UNDERSIDE II AREAS 7" SST4 1� 1� AND INSTALLED BY �I OF WALL CAPS 104'-0" - ( 10.20)STOP CORNER I� L' GENERAL CONTRACTOR ^- I ^1 r REF S-A9.3 b SST4 n ill / GUARDS AT UNDERSIDE y �i�l p p 3/4" SUBSTRATE 11 I SECTION B + + of I OF WALL CAPS I/ 1x WOOD BLOCKING SIDEPANEL _ REF 5-A9.3 - * * * * * 3 5/8" METAL STUD TRACK + I b + + + + + + 1 II 1 2" PLYWOOD CONTINUOUS SEALANT � I 1 it 1/2' PLYWOOD 1 * / \ 1 -- -_ . PL4 .rI f+ + + + PLASTIC LAMINATE 2 1/2"x2 1/2"x3/16"x3'-6" i� + + + INTERIOR OF CABINET MELAMINE o 4+ I I ��_-- a �' PLASTIC LAMINATE � 2xWOODBLOCKING - (PL4HSS WALL BRACE -- _GRAY VINYL WALL GUARD JI + + + + + + 1 - ; ON 3/4" SUBSTRATE COLOR TO PL4 EACHSIDE OF GLASS + + + + + + I I I: 3/16 I , MATCH PL4 1 + 1 I + REF SPECIFICATIONS + I + + + + + HSS PLASTIC LAMINATE PL4 I I'I� a b_ V — 1 2" PLYWOOD 1 3 5 8" STUDS o _ WALL BRACE rn+ 1 jl' 1/2" PLYWOOD O / I io ( I , 1, I 1 2" GYPSUM BOARD ON 'mil 11 2 1 2"x2 1 2"x3 16"x3'-6" 1x4 WOOD BLOCKING 1 6 x 18 GAUGE METAL STUDS EACH END 4'-0" TALL / II / / / oN + + "� INUOUS SEALANT 1 I + + + + + + SECTION B 1/2" PLYWOOD • I� HSS WALL BRACE CONTINUOUS SEALANT IM a I w 1x WOOD BLOCKING CHECKED BY: + - + AT TOP OF BASE + + + + + + - CONTINUOUS SEALANT AT B6 AT TOP OF BASE J 11../ I III +I + + + + + + illi / N 2x4 WOOD BLOCKING69 �� I �� + + + + + + + / TOP OF BASE 3 5/8" METAL STUD AT EACH a DRAWN BY: Tl__�' I { B6 ) • ®�� O O III SIDE OF TUBE ATTACHED WITH - , EQ EQ HILTI X-DNI 42P8 24" OC TYP -111111 ii B6 T' #5 SELF-TAPPING SCREWS AT FILE NAME: 150-PH012 / / / 2" CONDUIT WITH RADIUS THRU p 10.20 STOP CORNER 12" OC 3" 1x4 WOOD BLOCKING PROTO CYCLE: 012712 ELEVATION WALL AND GROMMET AT COUNTER SECTION A SECTION B OF WALL CAPSGUARDS AT ELEVATION ELEVATION SECTION A SECTION G10.20 STOP CORNER UARDS AT UNDERSIDE 2,_0" OPEN TO FLOOR DOCUMENT DATE: 041012 1/2" = 1'-0" 1/2" = 1'-O" NTS 1/2" = 1'-0" 1/2" = 1'-0" NTS OF WALL CAPS O PRIVACY WALL 6 PRIVACY9 WALL o12-006 5 SINK D CABI4NET SECTIOND 1/2" = 1'-O" 102811 c/PHO12-007 05 ~DOUG < S, sa Ca Arai 1.1 � . • `r, 5424 .0F 0R 2'-i" DRILL 2 1/2" HOLES IN DRILL 2 1/2" HOLES IN / COUNTER TOP FOR CABLING COUNTER TOP FOR CABLING CONTINUOUS SEALANT REF 1-PH1 FOR LOCATION REF 1-PH1 FOR LOCATION FILLET AT WALL 2'-3" CABINET FURNISHED / / AND INSTALLED BY CONTINUOUS SEALANT SST4 CONTRACTOR FILLET AT WALL t WATER FILTRATION REF 5-A9.3 d (SST4) GRAY VINYL WALL COUNTER TOP DISPENSER ON FACE 6" REF 5-A9.3 GUARD OF WALL y REF SPECIFICATION SST4 REF 10 PH1.2 / \ tic. . \ \ .....p 2'-3" PL4 A 3 4" SUBSTRATE 3"x4" CUT OUT FOR / CONTINUOUS ' AN / SEALANT FILLET AT Ill -.— - )9 1STIFFENER # ADJUSTABLE ELECTRICAL WALL Y - - Pi \ 2._0 „ /' SHELVES PL4 \ N. ;;,;;,,,,;;,,,;;;;; ° 1 ,., \ • `S �� r 2 SINK AND FAUCET % / REF PLUMBING I 2 1/2" DIAMETER i�- ATTACH TO DRILL FOR ADJUSTABLE - 1' 11" y _ ENDS WITH 3/4" r. SUBSTRATE(P40) N HOLE WITH PLASTIC 3" 1'-9" i SHELVES 5/8" PLYWOOD COUNTERTOP = GROMMET IN END / fr SCREWBLOCK 4 - — - a OF CABINET 1" % 4 ® I 44 '; In ALL INTERIOR ALL INTERIOR REF 5-A9.3 //` 41•• �. / ,,, COMPONENTS MELAMINE a WiL 4 2'-04 COMPONENTS b '1 *t ON 3/4" SUBSTRATE FULL OVERLAY SLAB — I / MELAMINE ON DOORS !pm i 1n ~ I� I UNO. COLOR TO MATCH ALL INTERIOR 4 ..:..............................: 3/4" SUBSTRATE N WATER FILTRATION I COMPONENTS MELAMINE UNO. COLOR TO o "'�""""""""""""""" (PL4) SYSTEM -- S�ALANTOAT TOPATE • v■ PL4 ON 3/4" C40LORBTORMATCH 6 1 /• REF PLUMBING \ a OF BASE TYP ; MATCH PL4PL4 „ . DRILL FOR ADJUSTABLE II ALL SIDES PL4 SHELVES PHARMACY AN 10 -� WATER HEATER I \ ... f� ( SECTIONS REF PLUMBING --" \ ; 69 ( " ® B9 J , HX ; Ai. 89 \ \ \ \ .......? ,_f� AND DETAILS 89 BASE ,1-3.:\ 1'-6" 1'-6" CO (.1l9EACH SIDE 4' PLASTIC BASE 3" 3" 2'-3" / A9.2 ( B9 ) / / / / 3'-O" / 2'-3" 2'-1" Nto /- / / r;i 63 6 SINK CABINET ELEVATION CABINET SECTION CABINET SECTION BASE CABINET SECTION 4 N a1/2" = 1'-0" 072911 C\PH012-004-F 1" = 1'-0" 062411 c/PH012-003 1" = 1'-0" 062411 c/PH012-002 1" = 1'-D" 062411 c/PH012-001 SHEET: N O 1 GENERAL NOTES /t_I � Uo W3 1. PROPER INSTALLATION OF JOINT SEALANTS IS 1 4 32" CRITICAL TO MEETING WALMART QUALITY m P, ASSURANCE STANDARDS. PROVIDE SEALANTS r IN ACCORDANCE WITH DRAWINGS AND o r SPECIFICATIONS. REFERENCE SECTION 07900 w i- ''N\\ / \ % FOR SEALANT SCHEDULE c---Hr---0 2. ALL JOINTS BETWEEN DISSIMILAR MATERIALS 02 oi to z k\ SHALL BE SEALED AS REQUIRED FOR A Nto MEAT SEE 1-GA1.1 FOR CONTINUATION �` , L NOTE: COMPLETE AND PROPER INSTALLATION, CO) 'A - INSTALL DOOR AFTER REGARDLESS OF WHETHER SHOWN ON THE < Er- DRAWINGS DRAWINGS OR INDICATED IN THE REFRIGERATED CASES a COOLER ARE SET SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR 0.20 CD 962 SCHEDULED SHALL BE SEALED WITH SEALANTS CO 4N -- • 6'-4" 6'-0" CONSISTENT WITH SPECIFIED MATERIALS OR AS ~ / y RECOMMENDED BY THE MANUFACTURER FOR 'i THE SPECIFIC APPLICATION ( .k< ENLARGED PLAN 3. INTERIOR SEALANTS USED IN FOOD NN oo PREPARATION AREAS SHALL MEET THE �� a2 WO 2a WO-0 10 vWi 2 1 BAKERY313 ) /1 FACILITIESCENTS FOR USE IN USDA REGULATED Lu %.‹ N80y „mrey�ot4w `-r AT BAKERY CAFE DOORcLWWW�`2W1JJ�a-5 31a0ca o 41Fy\WFXQ}Z_NCm FREEZER z <02oow a LLW 1/4"=1'-O" 012712 GAO10-004-f t' H- -o�(az€= MEATww e 926 SALES SHEET NOTES o 3WK2 ON22a2000 oaoo ¢000 a2z< p.OH 901 d w 0ci �Wz��5=m0' or Kmm0.,W.4F1 w w ww100 mW c ® 1- _Sw N1�LL FG ozwxww. 5.54 1. STUD WALL DIMENSIONS ARE TO THE FACE OF m Fng),20JPLL<U)<02aP TYP I THE STUDS f :' o ° BAKERY 2. ROUTE ALL UTILITY SERVICE LINES (PIPES AND -U6 10 ` ...c; COOLER CONDUIT) WITHIN STUDWALLS WHEREVER d 9.33 ) 925 ELS IN FOODPOSSIBLE. PREP AREASWHEREUTILTIESNMUST BE = = G10�£ TYP A EXPOSED, CONTRACTOR TO HAVE THE OPTION +.:(1 W w ui °Y OF THE FOLLOWING: V ��Na a 3'-7"L _ N / A. SURFACE MOUNT UTILITIES WITH N = QWgYe I / 9 w `r �' / NON-CORROSIVE ANCHORS; SEAL BOTH SIDES I- •_ }=u f m a re _I C� r-\ ,.. `, OF PIPE/CONDUIT TO PANEL CONTINUOUSLY ¢ •c oa2-4 CO \ V3 10 - - - - ceW - . - - - - - - - - - - - - i' \ ctsibNOTE: B. NIN SEALANT. 1--STALL UTILITIES 1/2" OFF FACE OF PANEL N a CO zimo W z S- umao�m co 0 `��` I � i N, INSTALL DOOR AFTER TO ALLOW FOR CLEANING; USE ONLY a N. _-____ 12 T6 a REFRIGERATED CASES NON-CORROSIVE MATERIALS FOR SPACERS 3'_7^ , ARE SET AND ANCHORS. / BAKERY ' \ C. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CS; APPLY UTILITY 101-0" 26'-q- CONTINUOUSSSIVE SEALANT ALONG EDGES AND 923 _. ELECTRICAL 1- / ENLARGED PLAN AT T 3. NOSTALL CONT USDA APPROVED SEALANT AT O 0 to C U610 PANEL ALL JOINTS BETWEEN MATERIALS ON WALLS O D /4 SERVICE DELI CAFE DOOR AND FREEZER AREAS 0Q O AND FLOORS IN FOOD PREPARATION COOLER A j �� 1/4"=1'-0" 012712 GAO10 003-f 12 T6 ` SGP st`C F� ' 4. PROVIDE PLYWOOD BACKBOARD(S) FOR H �� 9R o ENERGY MANAGEMENT REFRIGERATED CASE ,N p� p 3'-7�'� B r. / L` Q I INPUT MODULE MOUNTING. COORDINATE EXACT Y--� 4 04 O *8 /\• R` V6 10`� - 17 LOCATIONREF F BACKBOARD PRIOR TO 0 1 Z p" A6.1 INSTALLATION 0 V6 10 12 T6 \ \ S. _ 10'-78" 3 10 T6 v" 5-GA4 IQ., l 5. REFERENCE GA1.2 FOR ALL GROCERY PIT AND W X64 TUNNEL LOCATIONS d' -0610 \ \ I 6. REFERENCE DETAILS 2-GA4.2 FOR SANITARY COVE (j o Ji 1'-10" BAKERY ;� _�-\ \ y - - - - - - - - - - - - - REF 921 j' CAKE °d ° a 1-4 rr- \ ❑ Itt 10 Q 4-GA4.2 / �m a DECORATING := N nc0 N KEYNOTES thim T6 k 40-^•. ) / 19221 m o_ j 9'-4" W rn I I �� - . % I n 9.08 z D -\ f °- \ °� I '- �� - iii - � - C_ 0 3.13 6" WIDE x 6" HIGH CONTINUOUS CONCRETE Pg 6.11 ) ____,/ \` j %' c� N� I CURB WITH SMOOTH HAND TROWEL FINISH AT o CONTINUOUS -__1(1- - %' s ^ - 4-14 N� REF 5BASE �GASALK-IN BOX SEALANT _� T / / I AT JOINT 1a 9'-4" TYP �^ ° ISSUE BLOCK 6'-82 6.11 ) / N 5.54 32" GALVANIZED STEEL BOLLARD, 4" OD 9.08 ) L' �r 3" FURNISHED BY OWNER, INSTALLED BY GC Vir LINE REPRESENTS REAR OF G6 2'-103" N M 17 REFRIGERATED CASE AND `2 I / `O w a TYP A6.1 SIM 6.11 AT HIGH WITH METAL TRIM I ROOM BOUNDARY p 6.11 ) GROCERY / \ /� N I 6.11 - , \ I 6.12 96" HIGH PLYWOOD WAINSCOT 21'-98" 11'-108" SALES CONTINUOUS SEALANT / / 900 AT JOINT 12 \ / - \ \ 6.17 PROTECTIVE WALL SURFACING WITH INSIDE G6 12 T3 T6 N r6 `O T6 AND OUTSIDE CORNER TRIM BAKERY 6.12 - i_ �r _ _ �� I LINE REPRESENTS REAR OF - 1„ MECH #1iil 12 I w ¢ 12 I 12 : REFRIGERATED CASE AND 9.08 SUSPENDED FASCIA SALES 19'-7$ 982 - I ROOM BOUNDARY 903 `O I HEIGHT AT BOTTOM OF FASCIA PANEL ID PROVIDE BLOCKING FOR 1 I BOTH SIDES OF WALL A NOTED ABOVE KEYNOTE rn 8 I - - �c� S. 9.33 BUILDING TAPE I SANITARY A ROVE TO } SALADIL,/ 110 i 2-GA4 REF 2-GA4.2 - 9'-4" CONTINUOUS SEALANT \ I -f i� 12 PREP 17'-91" 9.35 CLEAR OPENING FOR HOOD IS FROM INSIDE 9.08 ) AT JOINT T3 12 o V6 917 I 2 FACE OF GLASS-MAT BACKER MATERIAL 1-GA3.1 '� / GROCERY ® - - - I 5'-112" ( 9.33 7 g 9.41 1/2" GLASS-MAT BACKER MATERIAL - �- [ 1 / TYP GA4.2 OH g•pg SALES INSTALLED TO FACE OF WALK-IN AS 900 INDICATED ON PLANS. FASTENERS NOT TO ,,u,,,,,,,, ,�,i,,,, ,r . CHECKED BY: DRY PRODUCE 12 I �\ \ EXCEED 1 1/2" IN LENGTH p•� ' PREP U6- 9.41 l :" /QI 15.07 EXHAUST HOOD DRAWN BY: nM 931 - N. �i��\S REF MECHANICAL FILE NAME: 150-GA010 i -r © DELI \ „ PROTO CYCLE: 012712 / N COOLER \ \ ® 914 ��,.,.i_ ef © \ % DOCUMENT DATE 041012 if \ b . 2'-2" ,.yam SERVICE \ /' : a o / / °�� DELI / ® I GROCERY PROTO: 150 © 12 SIM 10 `�� ; n MECH I GC TO FURNISH AND V3 GA4.2 9.33 911 (\ INSTALL SS CLOSURE W TYP \ i \ / SALAD I PANEL BETWEEN COOLER MOP SINK / PREP AND WALL AND PROVIDE �� PunnnlyUi ini 10 V6 ��\ 1 , / CONTINUOUS SEALANTP p - \ X\ F \ `\ AT JOINT - -- 12 V6H 10 U3 % � 4,, A \ B vii11�iiiiiiiIIIIII 1p - \ UJ •Uu1111111/11111e- -- - a--- DELI - - - . - - - tel ,-\-- - - -- - - - - � T-- - - - - - �' 10 �\:; LLN\ ( 5.54 TYP = PREP REMOTEAN SUL ill\V6 S 3„ \\� 9.08 ) DRY '_I \ \ C / �. Op.,(<6NcTilis O> .\ �\ PRODUCE DELI 121%\ PREP COOLER SERVICE V �`:. PROVIDE BLOCKING FOR c /� �"tt DELI \ i 1 1 BOTH SIDES OF WALL �� V6p, I PkL `" /� �� i ,o,`S'' `�\ L 15.07 DELI '�' / 10 4j� 10 r6 , ,5i/ `, '` HMR. • PRODUCE •10 UTILITY k' �ti m° SALES 1 ..., \ 913 15.07 k U3 �,♦ I 904 �� r I I \\ COOLER = U6 SIMio tits o vre`1' �� 932 cA4.2 B + - - - - 1- E 61" . , RO \\c " DELI PREP \ \ \ TYP33 U6 TYP919 ELECTRICAL U3 'yam A6` `\ 3• ` \ " I• \ '1G SREF„ PANEL 10 T D " - \\ 1$ A \ `:` " _ 10 m o G6 - :. f (7..\ 4.27 SIM `�� vD ��.f 4 GA4.2 • 6.17 ~� CH"n:$ M. RHEA ra HMR = T6 T6 ' , A6 _I G6I A6 DELI „ SALES = POULTRY "' \ W UTILITY - - - PRODUCE ��A� , `; �„ - DELI COOLER ho• 3459 o - oa COOLER a' 12 / s'-2" FREEZER I EQUIPMENT T cs ` ' I ROTISSERIE 1 \ PREP 2 tie EQUIPMENT \ - ® = 984 ,L POULTRY CLOSETN _- - - ,,,_52:„ 10'-5" /3'-0"/ of 11\� DELI = COOLER iulnunnninni III1111111111 11111711111 nnniinnnn(I _7 11ui(11111.tn11111111111111U 11111111 Ut11In ILIIU1111I a 111111111L 111111111111111111111111 : ire FREEZER = 1 1 I 1 I 0 © 0 FRONT A.3 \ -- - - - I // GROCERY NFLOOR 0 0 0 • PLANS t ENLARGED FRONT GROCERY FLOOR PLAN ENLARGED DELI /PRODUCE FLOOR PLAN ® 1/8 -1 -0" 012712 GA010 001-f Q 3/16"=1I-0" 012712 GAO10-002-f SHEET: GA1 I) N r GENERAL NOTES o cai ti3w 1. PROPER INSTALLATION OF JOINT SEALANTS IS 1 g CRITICAL TO MEETING WALMART QUALITY ASSURANCE STANDARDS. PROVIDE SEALANTS m ..';'t IN ACCORDANCE WITH DRAWINGS AND I g :1(SPECIFICATIONS. REFERENCE SECTION 07900 "' FOR SEALANT SCHEDULE Cie00 N w 2. ALL JOINTS BETWEEN DISSIMILAR MATERIALS V) SHALL BE SEALED AS REQUIRED FOR A LL kg) Lu COMPLETE AND PROPER INSTALLATION, LL REGARDLESS OF WHETHER SHOWN ON THE V. DRAWINGS OR INDICATED IN THE N ci SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR M SCHEDULED SHALL BE SEALED WITH SEALANTS W 2 a CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION 3. INTERIOR SEALANTS USED IN FOOD vLi v, od 0 azwo 00, PREPARATION AREAS SHALL MEET THE = "-0-' 1-*6 1 o_ fz REQUIREMENTS FOR USE IN USDA REGULATED W wi-*.cvo coyer(nwo<0U'w FACILITIES o � ulcita <2 -zN&m Uwp o o.s- ,.w cem p <--ii<o W�vwiwwo:00 ., SHEET NOTES i= =Na00a==04ag=� COOWNKF wisidWDO aw 111-1. STUD WALL DIMENSIONS ARE TO THE FACE OF SItotazog�a�ac�aF2 THE STUDS 2. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER w o POSSIBLE. ON COOLER/FREEZER PANELS INM FOOD PREP AREAS WHERE UTILITIES MUST BE j�j L= GE �f EXPOSED, CONTRACTOR TO HAVE THE OPTION +- ui w vitiY u OF THE FOLLOWING: a =<,12 A. SURFACE MOUNT UTILITIES WITH fc aGgamNON-CORROSIVE ANCHORS; SEAL BOTH SIDES $=ofoOF PIPE/CONDUIT TO PANEL CONTINUOUSLYr WITH SEALANT. M w a a w m B. INSTALL UTILITIES 1/2" OFF FACE OF PANEL N F� m o f TO ALLOW FOR CLEANING; USE ONLY zoto NON-CORROSIVE MATERIALS FOR SPACERS U AND ANCHORS. C. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS OO 0 3. INSTALL CONT USDA APPROVED SEALANT AT C Lc) ALL JOINTS BETWEEN MATERIALS ON WALLS O C:::, ',..0' ,--1 AND FLOORS IN FOOD PREPARATION COOLER AND FREEZER AREAS 0 % CD 4. PROVIDE PLYWOOD BACKBOARD(S) FOR V C- M F ENERGY MANAGEMENT REFRIGERATED CASE INPUT MODULE MOUNTING. COORDINATE EXACT E= R4 in a LOCATION OF BACKBOARD PRIOR TO - INSTALLATION 0 ° a REF SHEET EM1 _ Z 5. REFERENCE GA1.2 FOR ALL GROCERY PIT AND TUNNEL LOCATIONS 0 c 6. REFERENCE 2-GA4.2 FOR SANITARY COVE r o BASE DETAILS O KEYNOTESprl 1 0 03.13 z © © 6" WIDE X 6" HIGH CONTINUOUS CONCRETE o CURB WITH SMOOTH HAND TROWEL FINISH AT 3'-32 RBASE EF OF COOLER/FREEZER BOX ® a 5 ISSUE BLOCK _ ABOVE MOP SINK 3.17 3"H SEALED CONCRETE HOUSEKEEPING PAD TYP EDC #4 �oH ( 6.02 }� 1'-O.. GA4.2 OH WALK-IN \___6.12 981 / A3 5.52 32" CORE DRILLED GALVANIZED STEEL ��.��,,, „,,,w,�.n.��.��,,,,�. ,�,,,,.� ., ��.�,,,,,�,,.,., .� -•-•-•-•- A ° ° 'I BOLLARD, 4" OD G.8 y,» „� �, „��..,.,,,,,,,,,, �„",,,�,,,, �•- 7 . .i ... _ __ ° ,....... REF 8-A9 I / --- - REF 17-A9 FOR LOCATION TO 12 MECH #2 A6OMER ABOVE 12 A6 I IG6I ( 3.17 } 983 _ I- ( 5.54 i Ii1 \ TO 11 G6 A6 ABOVE 11 5.54 32" GALVANIZED STEEL BOLLARD, 4" OD TO 11 - I- FURNISHED BY OWNER, INSTALLED BY GC DAIRY ICE CREAM G6 1 A6 10 6.12 11'-4" , 2'-4" COOLER ® 6.02 24" HIGH PLYWOOD WAINSCOT BEHIND 2x8 FREEZER IO --`- 973 WOOD BASE GROCERY 972 A6 ,4-0 6.03 48" HIGH PLYWOOD WAINSCOT BEHIND 2x8 FREEZER ABOVE 11 I f I WOOD BASE 971 6.11 48" HIGH PLASTIC LAMINATE WITH METAL CI .. , , ,,,,, ,;,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,��,,,�,:.:..�„�,,,,,,,,,,, - - - - - - - - - 6.12 96" HIGH WAINSCOT - RIM ED ?... - - � ` TYP SCO II _ _ _ _ - _ _ - - _ - _ - _ _ - _ - _ -- :. _ _ - _ _ - _ - _ - - _ - _ - _ - _ 9.33 BUILDING TAPE INSTALLED PRIOR TO F.8 TYP INSTALLATION OF SANITARY COVE BASE REF 2-GA4.2 6.11 6.11 6.11 CHECKED BY: 12 a - - ° - ¢ � ® (^ i c , � ' DRAWN BY: AM C�1 0 0 0 r� FILE NAME: 150-GA011 F.8 - - - - - - - - STOCKROOM-A 3-GA3.1 PROTO CYCLE: 012712 I 5.54 6 I DOCUMENT DATE: 041012 GC TO FURNISH AND OH a / GA4.2 _ _ _ ° INSTALL SS CLOSURE -�-G GROCERY GROCERY PROTO: 150 W TYP _ _ S PANEL BETWEEN - ---- FREEZER AND WALL AND _ ,,,,,,LIIIIIIIII„1111 �,I,i III IuIII MILL HALLWAY PROVIDE CONTINUOUS ` \ 900 SEALANT AT JOINT f - - 7 STOCKROOM-A _ ---- A9 991 -A6 12 0 8'-0" 4'-5" n GROCERY / SALES MEAT T6 12 t A6 12 r-( 6.11 ) 900 UTILITY 0 oL T f °ti REF 52 �-( 5.52 }� I HALLWAY�P /\ ta� IS CONTINUOUS 995 I ° ° SEALANT AT 6.03 ( 6.03 B JOINT TYP BOTTOM OF TYP 0 _1 , y 7- - HEADER 9'-6"AFF \ 1r f JI ` • 31 , �� a. T6 12 REF 8-A9 T6 ''' ® 12 r y� ,q TYP 6.11 i MEAT �'�,_1L A.0F, / / / M COOLER _ �`S rrf us 12 MEAT 3'-0" I w " 962 ~' 77:13.4:57. v UTILITY / vs 12 ��e' r W C]T961 \ �I �-35.54 12IT61 NTYP MOP SINK = ( 9.33 }� ---J-- a® OH 0 MEAT �Ly' I „' - TYP SALES �13 r2 >nnlnmilin nn1 • pllin nihil u I • 901 0 MEAT j BAKERY © COOLER FREEZER ° ® 962 926 REAR -- ._ SEE 1-GA1 FOR CONTINUATION GROCERY ENLARGED ENLARGED REAR FLOOR cz © STOCKROOM PLAN GROCERY FLOOR PLAN PLANS 0 to 3/16"=1'-0" 012712 GA011-002-f 1/8"=1'-0" 012712 GA011-001-f a a 0 N SHEET: N to A . 1 • NOTE: INSIDE FACE OF FREEZER SHEET NOTES \I.=� ( i FACE OF FREEZER INSTALL (2) BEADS OF CONT W DUE TO THE NATURAL CURING OF CONCRETE, GAPS MAY APPEAR BETWEEN THE PLASTIC TRANSITION STRIP AND SLAB. FILL GAPS WITH CONT SEALANT AS INSTALL (2) BEADS OF CONT SEALANT SEALANT PER PANEL MFR o PREFAB FIBERGLASS ACCESS SCHEDULE 40 PVC REFRIG PER PANEL MFR RECOMMENDATIONS 1" RECOMMENDATIONS 1. DIMENSIONS AT FREEZER PLASTIC TRANSITION SHOWN BELOW STRIP ARE TO OUTER EDGE OF STRIP ° PIT FORM AND ANCHORING TUNNELS; SET TOP OF PVC AT 6" 2 " U 3/4" X 3" PLASTIC TRANSITION °'• a INSTALL CONT JOINT FILLER (PY1) MIN REFASSEMBLY SPE SPECIFICATION SECTION BELOW FF AND SLOPE DOWNWARD y (2) 3/4" X 3" PLASTIC (KORLYTE) STRIP (KORLYTE). ATTACH WITH 2. REFRIGERATION PIT DIMENSIONS ON PLAN ARE S 28 DAYS AFTER SLAB HAS BEEN 03312 MIN 1" PER 20' TOWARD RISERS I TRANSITION STRIP. ATTACH WITH #12x3" #12x3" ZINC COATED WOOD INSIDE CLEAR DIMENSIONS; SPOT ELEVATIONS m w POURED AND BEFORE STARTUP OF REF FLOOR PLAN CONTINUOUS SEALANT AT PERIMETER H ZINC COATED WOOD SCREWS AT 18" OC SCREWS AT 18" OC STAGGERED INDICATE LEVEL OF BOTTOM MOST POINT OFcol- FREEZER BETWEEN PLASTIC STRIP AND / / SCHEDULE 40 PVC REFRIGERATION AND CONSTRUCTION ADHESIVE PVC PIPE WHERE IT CONNECTS TO A Cie c �' OF ALL TUNNEL PENETRATIONS STAGGERED AND CONSTRUCTION ADHESIVE OUTSIDE FACE w SLAB, BOTH SIDES REF FOUNDATION DETAILS FOR TUNNELS; SLOPE DOWN 1" PER 20' �� OF FREEZER CONT LOW TEMPERATURE SEALANT REFRIGERATION PIT; PVC PIPE TUNNELS TO N w EXTERIOR w EXTERIOR w INTERIOR TOWARDS RISERS; REF SPOT • (4) 2x12 PRESSURE TREATED SLOPE DOWN TOWARD RISERS AT 1" PER LL LINE OF N N SLAB AND REINFORCING �� •'� EACH SIDE BY OWNER 20'-0" RUN EXTERIOR WALL w INTERIOR W ELEVATIONS GROCERY UNDERSLAB b :; BLOCKING AT PERIMETER a a CONC FLOOR SLAB PLANS .� �• CONT LOW TEMPERATURE SEALANT (2) 2x12 PRESSURE TREATED CU) < LL 1 li g I ly§ I N>• n U I 1 1 1 1/7K " �= TRENCH SUBSURFACE TO 2" !t / BY OWNER BLOCKING AT PERIMETER N < 1 I I I EMS CONDUIT (REF BELOWBOTTOMOFPVC; FILL 'itode ..2 _ GROCERY ELEC �y y, EXTRUDED POLYSTYRENE SUB-SLAB i ton N o . _ w �k'��,. } ) WITH GRANULAR MATERIAL Pr ;41 RIGID INSULATION; REF REF FINISH REF STRUCTURAL DRAWINGS KEYNOTES 1- N •sit 7 -' y- -r 1 cn i !� SPECS FOR DENSITY SCHEDULE FOR 1I 1 t� i4 •�� SANITARY COVE EXTRUDED POLYSTYRENE /I ° 1 ° •��• BASE REQUIREMENTS RIGID INSULATION < �� c of OC) /OO 1 1 -0" ( > II-ate ` " a4k ."' c+ ry �' "v'fa: r" I - ►� \ \ REF SPECS FOR DENSITY 3.22 SLOPE FLOOR TO DRAIN ,1 11 N --1 \ / Y 11 I _h - '" rA �"t *<, x ` �`1R { {-_{. I • I - / 4. .: ., , . . ,. /- ,,F _ W ¢z,n [� "za I ( _ I ` • • REF PLUMBING FOR TOP OF DRAIN in o0w >L Z�:s.. __ - -. '. li _ i-5 a.. - - --v -i i I--- {SCRs.',. {'R' ,,.4 I i I-I - { �I� \ :� I- .. a _ 4 ' ;.y - ELEVATION D I,-o- azzww om_ 1145 . ,4" .`e .. ''! ±�..i= �1 t { .� .�. r..," { _ -� I , I { a s <: �. wF�iaa�oinw fo 11 . .: �« � + :1 "1 +� ._ N I 1+i y +�5 tc '.i;: OQ. 0 oO .. � 1-�-+ I ( �Ill�l°. 'o { II 6.04 PREFABRICATED FIBERGLASS REFRIGERATION za�azooca�="zw 1■ ,p PIT. PIT SIZE NOTED ABOVE KEYNOTE k' �w1a1 c w om ,t _ - . -El I I.I 1 II�II�.II :.i 3ft%'.C�:. *to, �` � -{ 8B T� 1 .1 \ I I C N^ ~ XOY�H_�w / %. �' -IIi'II I�I�II� .y ver. .i,- -vr.;' .'•,i�r n./i1Y�kvd ,2`:, b .,y k. 4 _� Z ¢ .15c -iz OPV o�-dpw LLw� at .- II- III ��5 _ _7 • f 1 1 f i + i - - . 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O 3u< w�vw �azooz ,111={i -• i = 1 F „ w _ -" # 1-1 I 1 -i i !--i ; i-1 - III-I I inI 1 , I= RETARDER WITH TAPED 6.05 SCHEDULE 40 PVC PIPE; PIPE SIZE NOTED zvaa o�n�z�pLL<oza i 11 1= . - ..„�. w �.-, ..'-�..;...+.„; ,ric-Aa vA I ! -i 1 ! 1 I 1 POLYETHYLENE VAPOR BESIDE KEYNOTE AND APPROXIMATE PIPE ¢ m La ..o ,=<03' B A III-!I I� I I-.III--1t -1 t1 _1.1 it _ .11';`'.._-_ 'S ` I1=-11 I- I I--1 I 1-I I I I I-III III III-; I I---III-III- JOINTS; REF SPECS 6" <ak«i� �NUJONs :- I - 11 -III=III=III-III I1. hilly Ii ELECTRICAL CONDUIT SUBSURFACE; REF FDN / / RETARDER WITH TAPED JOINTS REFG6-G NOTED BELOW KEYNOTE ° fo0w'w�wws_0b'6� I,I. 11-i III=�1-IIS- REF SPEC 2 vim o=0 0 'iii-E, -i •.i. {1-ii�l I=1d_„, il-ill-' = SPOT ELEVATIONS FOR REFRIGERATED 1 ° SUBSURFACE PREP S 1' wrc'^o ozW&„wr3o ENLARGED DETAIL AT I- 1 I,4=- i-4" 111=111--Iii=1"--I 1 INSULATED FREEZER REF FOUNDATION PLAN ��=oLLatia��a� PROVIDED ON GROCERY CASES TYP NOTE FOR SLAB AND REINFORCING 7.30 HATCHED AREA INDICATES EXTENT OF 8 PLASTIC TRANSITION STRIP REFRIGERATION PIT UNDERSLAB PLANS ARE 6 REFRIGERATION TRENCH 5B SLAB AT EXTERIOR WALL INSULATED INSULATED FREEZER FLOOR INCLUDING 1 1/2"=V-0" 012811 C\GA012-008 / ATED FREEZER SLAB REF 5 TRANSITION STRIP REF 5-GA1.2 OR SB-GA1.2 3. o 3/4"=1'-0" 072911 C\GA012-005 ` u w$ - G-0)''£ 11- 41 CVNN4 5A NOT USED gza awy�m Z .52 wVUra 1 0QPKN 0 0 © QD u u;raWm o W mo� ta U I 411) Fl % 0 z 0 CO0 0 % 0 43'-OZ„ C _ p F Em p4tofg o to SEE 2-GA1.2 O o - z FOR CONTINUATION G.8 re-/-777/://:// 1 L 1 I I REAM . I I O 1 1 T 1 i ZER o _ ) 4 I -r-----.7- , 56-GA1.2GA2.1 I i 1 a', // \� K I It---T T �T T �----- p I T1 TYP0 I iPiz / / , �1 Ig ' I I I I 0 I I T 'rCERY EZER Z -GA // \y/ Jy y `/ y y y `/ y ly y y y y � y Y `y y y y N ///_ o CO r k k k k k~/\s k'k -c k kf k'k�k '�s'��'��k 'C kr j - - - - i - 1 ISSUE BLOCK _ \i tet_ y . f_..\L \I it_\L. �� _\c_. - (: _ / -- - - \ i \ I J I \ }, I\ I, 7\ \ I\ 1\ 1, I\ 1 t /r- -i'' I i -z F.8 -� - - - c1 PLASTIC TRANSITION - - - -�y `y �� Jy- yY1.."-- 2-7,:.n" - Z�' Y �7 -�?� > `c/ I III 1 I I 1 1 ii I i T 7/.4 { BOLLARD as r - - rt II O I I I I 11L 111.:( I MOUNTING PLATE cam STRIP FREEZER PERIMETER I � - { 111 ILL Icc I II - �� ` , ,- I 1 REF 7-GA5 ,n REF DETAILS 5 AND �\� lC • J\ i\ 7\ 1\ l� 5B ON GA1.2 I, Yry `� Y \i y Y yy � Y � ryrY \/ y yY 8'-2" 5'-0" I� - I r- -----, 18x48 -- i 1 I 19'-3., I 98.50' ; 6.04 1 i - /Cr is. /.r/C lc X. is /C k 1--/\��/c i-i-it/c kl/\^rl r I I - = --� _ J-J.NI �t \j "tet_\t -\1---\11- \j - 1- 1- \I -. 1-V-- \r - '1-\ 35'-11? - _ \ a-- -1-- 1 Ifi I I I 1 I 11 I = TT 4 L - { i 1 - k 7 III I 1 ' 1 I I II I I. 1 12" 6.05 I �-L= it I I 1 f IfLL =J/ } • 32'-11 „ 15 / 1 1 Ibc-y 'Y�Y yhy Y�Y�Y 1 \/Y\/ \i1\�y y7y y�Y Y 1s'-s1„ 18x24 rI _.- ,.- ... _..- ,-. ._- 2 _ 6.04 ) . a23'-0 ; ."1 I 98.43' - / / 112'1( 6.05 No � t In { _ I-__ -\1_�_U y -\t .L= _ t_\L NL \I _Nr_\L. __,N.� \I . t_\c_�.. _ \ .` i- -- 1 \ N 11 'l ill I ' 1 I 1 "- ?' I , 18x48 _ 1 I CHECKED BY: 740 k lil- - ------ - '- -- - -- - - I--_- - ._. ----1-- -- -- -- - - r� - _ a ' I - 98.37' 1 6.04 - 1 to O - - - -- -- - -- - - - - 1 IT �� 1 T 18x24 :L" T - l I I 1 I DRAWN BY: AM (1 II I I 6.04 '1 II I T I I 1 �_ - -� - - - 1 - - - -I-' -I- I-I- -L_� 1 I I I I 98.43' I - ) I 1 I FILE NAME: 150-GA012 { - _ \ _ - _ - _ J__-� __ - \ \ _ PROTO CYCLE: 012712 12"( 6.05 )� ' © - _ - { _ I I- ----) DOCUMENT DATE: 041012 II I I I 1 I I 15' r _ I I L_ - _ J 98.50' Li GROCERY PROTO: 150 1 1 L JJ, -mlI 1r----11I1 { I j---I 1 I 6.04 1, 11 t- -- 23'-0 " (-- ---1 I I / / I I 7" AT PERIMETER ( I I PLASTIC TRANSITION I--- - -4 19'_04" I STRIP AT PERIMETER I / 5'-1$ / /- 100.00' I I i OF FREEZER SLAB 19'-3" 1 / 1 { REF 56DETAILS GA7.2 AND a's I I 18x48 I # 6.04 - TOP OF DRAIN `\/ \\ T op coQ REF GP1 \ 98.50' s 6.5., \ � \ .+" I- 8 BAKERY � 1 I � -` � �r`� �{ 3.22 ) �./\ /�, 16.04 )' / F21 // 1 IF "4 FREEZER 1 I I :5-GA1.2 B - - (_-- - - - - - - - - - - - - -- - - - 5B-GA1.2 //..-1://///..5(///-7/////:// {;��ll fj L .' / 12' ( 6.05 M� �V. -:. N°° � \ ._ rt ,,, / ,/ . 28' '� 7 I NOT USED A CH q- rra fr,/ I \ N 0 .A ff Csi } 98.50' 7'-6" 4'-O" '1 12"( 6.05 )- I G7 I BOLLARD ft`3 PLASTIC TRANSITION 1 \ / I MOUNTING PLATE r. STRIP AT PERIMETER OF I TOP OF DRAIN REF 7-GA5 18x24 98 38' • +� •- O , I� FREEZER SLAB I 98.42' REF GP1 3.22 ( 6.04 �F O� /i I�I REF DETAIL 5-GA1.2 I 7� 4h �a 12"( 6.05 �--4 III .. 44,i ,,,,y,.: ////,,,,y, /// , \ �__. ._._ _. AT PERIMETER \ '18x48 ,- ,;DELI FREEZER ./ J` T5_ 2 18x24 I 7" 3'_g" 100.00' ( 6.04 ) In r,FEF2-GA j�/ l �, , 1 98.32' I GROCERY //1/7/7,, 7.3o ; � ( 6.04 ) 16'-9i„ 16'-B8" UNDERSLAB PLANS 17'-1" 18'-6 a 00I I , in 0 o © 4 SEE 1-GA1.2 d' FOR CONTINUATION - 01 ENLARGED FRONT GROCERY UNDERSLABGAO ,PLAN ENLARGED REAR GRO2CERY UNDERSLAB P1LAN NOT USED , SHEET: N GA1 . 2 EQUIPMENT LEGENDS NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL NO. - NOTESz2 SHEET NOTES 0 a, REFRIGERATED AND HOT DISPLAY CASES LEGEND \L►' v R015G 40' WIDE ISLAND COFFIN CENTER WITH GLASS HILL PHOENIX OWIZV 5 wa R015GE 8 WIDE ISLAND COFFIN END WITH GLASS HILL PHOENIX OWEZV 5 1. DIMENSIONS OF REFRIGERATED CASES ARE TO R031 63 NARROW REACH-IN FREEZER OR ICE CREAM HUSSMANN RLN 5 II THE OUTERMOSB POIERS AR THE LASER; gRO36 84 NARROW REACH-IN 826 FREEZER OR ICE CREAM HUSSMANN RLNI 5 ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR. 41.< toRO45 16' SERVICE DEu HILL PHOENIX 5258 5SEE 1-GA2.1 FOR CONTINUATION DIMENSIONS ON THE FIXTURE PLANS ARE FOR W ROSS 20' THREE DECK CAKE CSC C3NBRMDC-S S96-R 5 C 5.43 LAYOUT OF OWNER-FURNISHED ITEMS ONLY a t- R058 8' HMR ISLAND CENTER SOUTHERN MDC-SOLSPYD 5 TYP 17'-28" I AND ARE NOT TO BE USED FOR LOCATIONCie CO R058E 2 HMR ISLAND END SOUTHERN MDC-50LSPYD-EC 5 - ul - j tOF WALLS AND OTHER CONTRACTOR-BUILTR112 24' MD DAIRY REAR LOAD HILL PHOENIX 05DR-NRG 5 I j ITEMS LL R1218 8' HOT DELI (DEEP PAN) CASE CUSTOM DELI ILW-S 5 j*Z3N0M cai MEAT COOLER z 2. PROVIDE STEEL CLOSURE PANELS AT ALL V < LL- R122 4' MD SELF SERVICE HOT DELI CASE CUSTOM DELI DILW-SS 5 w VERTICAL GAPS AND HORIZONTAL GAPS 52" N a REF 2-GA2.1 w a R140 8' THREE DECK DELI HILL PHOENIX 03UM-NRG 5 I o-'a I o v OR LOWER BETWEEN REFRIGERATED CASES, C M, D. R141 60' MD FRESH MEAT HILL PHOENIX OHMH-NRG 5 O a o I b z t WALLS, AND/OR EQUIPMENT 1- N R145 112' MD PRODUCE OR CAKE OR BEER HILL PHOENIX 05DM-NRG 5 I 0 Z I- w REF 13-GA5 FOR STEEL CLOSURE PANEL R146 160' MD MERCHANDISER WITH NOSE LIGHT HILL PHOENIX OSDM-NRG 5 • 1 ; j N N ce bI (2)R015GE: WIDE I I DETAILS R240 40' UNITIZED THREE DECK MERCHANDISER ISLAND (CENTER-END) HUSSMANN B3XC-LEP 5 I La,,/±1 Li ISLAND COFFIN 3. ALL FIXED (NON-MOVEABLE) EQUIPMENT w c N oar EQUIPMENT LEGENDS G003H a w END WITH GLASS TYP I 30 (DUAL TEMP) INCLUDING SINKS, OVENS, AND REFRIGERATED o«.- azzwo `tea NO. QTY. DESCRIPTION NOTES ; OWEZV EQUIPMENT SHALL BE SEALED TO THE WALLS. n of zaaaonl zFo BAKERY EQUIPMENT LEGEND 012712 ! !, BASE OR LEGS SHALL BE SET IN A BED OF a glia oo ��°SO W'8005E 1 PAN WASHER _ BAKERY \ - .j SEALANT WITH EXCESS REMOVED. MOVEABLEp � =N�m8007 1 BREAD SLICER; GRAVITY _ FREEZER EQUIPMENT SHALL NOT BE SEALED �` ycNiW�W�B009 1 WIRE STORAGE RACKS (18X48IN) 4,12 Ill rO Saicio zo<REF 2-GA2.1 L^ za�B018 UGHTED 12 IL1 60198 ' BAKERYY MOBILEYRACKSAY 4, 2PROVIDED BY COOLER = I KEYNOTES d oa „D I_.mcc o-ooi,owCOAT RACK BAKERY m J aamo...� Q +nFo3 B020 1 BAKERY SCANNER - 6021 1 BAKERY PRINTER WALMART REF 2-GA2.1 w to ��o�Z0 L<U'a� a° .. .............. -..y.... .. ... O --�--' I >< n : u < I ISLAND COFFIN 8025 1 BAKERY DEAD SCALE PRINTER - ,.i +n 2 N I SUPPLIED BY WALMART, INSTALLED BY 8028 1 AIR COMPRESSOR WITH AIRBRUSH - E-IMm 6019 1 ::::4E-- j" a«0 END(DUAL hTEM GLASS o ! REFRIGERATION CONTRACTOR B030 2 PAN CADDY 4,12 alio , I __ a -- 1 • _ Ig N /�A� L. •'t* G► 0 1 IK--)0E--)t 0 ¢ I 5.43 REFRIGERATED CASE FLOOR F.L{ ; W m B033 1 ICING WARMER ON CASTERS Cr• Nm ‘ i-• �tE--3iiE>< _ zQ G N V ! 7.. MOUNTED RAILING SUPPLIED BY WALMART, B049 1 PRE-FRIED DONUT PROCESSING SYSTEM - SANITIZING n \e,07 • _ II %< n %< I o -DI 5 17 -254. I INSTALLED BY REFRIGERATION CONTRACTOR �� ^< 8059 7 WALL MOUNTED WIRE SHELVING (481N) - STATION m 6009 r o m w I Cf :::::B065G t RACK OVEN, DOUBLE (GAS) tt © x!11 %_y 6019 TYP °�` F. j REF Nl FOR LEGEND AND NOTEStt-- t D004 - 5 SCALE/LABELER - o O I I c003 a m O z w v W ` , D005 1 WRAPPER _ ! it 88004E 'LI r BOO5L SALES j o �� m D007 3 SLICER OR AUTO SLICER 6 z 11' I I- j z o co O DOO7A 2 MOBILE STAND - --co SS062 K-_-)K__- I le t I ■ 8059 n I >c i 5 1 I u 0 D009 17 WIRE STORAGE RACK (18X48IN) 4,12 7, O SS032 - - ^ I I >Cti >," ° I ISLAND COFFIN IE--)V--y I 5.43 ; END WITH GLASS I I D017 1 COMMERCIAL MICROWAVE OVEN - �.t� 6033 iE--9i TYP __J (DUAL TEMP) - D028 1 4 VAT (SPUT POT) FRYER WITH SPREADER CABINET - Ali. 8059 I"--" D029 4 DUNNAGE RACKS 12 {1 D030 1 MOBILE ROTISSERIE CART kil LII1 8049 BAKERY 16.05 , � 23'_g$" I1 % O LO D059F 2 ROTISSERIE W/STAND _ "'� UTILITY F`S, �A / t C' MEAT EQUIPMENT LEGEND / 012712 (��I � 8059 OQ� DRY I 0 O O TRASH-0B /� -9 O WEDGE M004 1 SCALE/LABELER - �, CAN B021 T M009 1 WIRE STORAGE RACK (18X48IN) 4,12 rn SSO43 `\. B020 (•.�� v LO6. MISC. GROCERY EQUIPMENT LEGEND 012712 +O SS �► . I I W a MG003H 10 WALK-IN COOLERS AND FREEZERS 10,11 m� / \�` 8065G Orr, j 7-75„ I �..� LCA MG004 1 BALER 1,9,11 1I „ ,T, / SSOI I ✓1i .. / 8 I 1„ I 0 Q O M0005 1 SELF CONTAINED DRY COMPACTOR 1,9,71 ■ f �� O SS004L'� � = , h a 25'-15 Z 1• _ a, w w 3'-111" �� SS064 ` MG010 1 R/O WATER FILTRATION SYSTEM 11X.#1/27;‘•\ q., r o < 4 y / MG011 1 R/O WATER DISPENSER 1,11 - Mt :030 t i� . �p„`S'/ 0.a B025 �I,' P o w " • I 5.42 L I i . i a /1 602, c4 roo a o o TYP py O MGO12 22 GLASS MERCHANDISE DOORS 10,11 BAKERY 8019`�i' y SSO46 � d M / 1-I--1 in p MG019 22 DEEP GRAVITY FLOW SHELVING 10 III \-1/`,y' DRY -,.• ,.•_ ,-. .,._...- .,. N MG020 1 ICE BAGGING MACHINE SYSTEM 1,11 �j! . CAKE DECORATING , �`' P�� WEDGE .� ' ■ 21 DOORS R03 : REACH-IN FROG EN FOOD E. I (j 030 TIP STORAGE B028 0`O G - • - 0 MG021 1 WASTE COOKING OIL TANK W/CADDY - �Cj - O .. I PRODUCE EQUIPMENT LEGEND / 012712 8800064 `SPOOL RACK c�5 •�Gk� m � 7,-7g-l�-------�•------�---- �� 16.05 I SSC168 0 8 REF NOTE N w P004 1 SCALE/LABELER n _ BLOCK OUT #2 (TYP) I / � v Ili F� I I 3 -9." P005 1 WRAPPER - _ _ am \ DOOR a_ - P007 1 PRODUCE MISTING SYSTEM - D 30: 1'-10" - ,p,-- THREEODEECK f - - L' - -n �- - -e _ - - - - - - - _ - - - - - _ _ - _ - - - - ,,:�-----lt-�L&&&k----.--- Iti z P009 1 WIRE STORAGE RACK (18X481N) 4,12 OF CAKE \ , , _,,., ,. , = SINK DRY WEDGE0 STAINLESS STEEL EQUIPMENT LEGEND o i,roo 5.42I 42 DRS R036: REACHI-IN BACK TO BACK ROZEN FOOD ? I I SS004 4 HAND SINK 16X14 (14X10) WALL MOUNTED 8 12'-10" 47 �_ Oo'er a)SSOO4LR 4 HAND SINK 16X14 (74X10) WALL MOUNTED WITH LHRH SPLASH 8 / 23'-17$" 111111111111111 o . 5.42 SS004L 2 HAND SINK 16X14 (14X10) WALL MOUNTED WITH LH SPLASH • 8 / •- �- TYP 25'-1A° ISSUE BLOCK SSO11 1 PREP SINK 18X26 (12X12) WITH 12IN D8 2 7 -75-��-------7 irinN ------ kJr SS012 1 PREP SINK 18X26 (18X18) WITH 181N DB 2 6018813'_g_•' REF NOTE SS022 1 3-COMPARTMENT 30X106 (18X24) WITH 24IN DB 2 1O'-61" ii, \ / I #2 (TYP) 25'-1$" SS023 2 3-COMPARTMENT 34X104 (20X28) WITH 2OIN DB 2 4 I, SS025 1 3-COMPARTMENT 34X124 (20X28) WITH 30IN DB 2 / 0 7c(c(c1 i��1�� SS032 2 TABLE 36X30 FLAT TOP WITH UNDERSHELF WITH CASTERS - Z Z -' w->D w w: w o 42 DOORS R036: REACH-IN BACK TO BACK ROZEN FOOD o IV SS042 2 TABLE 48X30 FLAT TOP WITH UNDERSHELF - r(flDC NI _ SSO43 2 TABLE 48X30 WITH BACKSPLASH WITH UNDERSHELF - - O 4 w ncc al N ct SS046 3 CABINET 48X30 WITH BACKSPLASH WITH CASTERS - thICO H U o S5062 2 TABLE 72X30 WITH BACKSPLASH WITH UNDERSHELF - I 5.42 I SS064 2 TABLE 72X30 FLAT TOP (OPEN) NO SHELF - BAKERY N /7 -75 1. 1. 1 �. 1 � �� REF NOTE TYP SS068 1 CABINET 72X30 WITH BS WITH 2 DRAWERS ON CASTERS - - SALES1» SS069 4 CABINET 72X30 WITH BACKSPLASH ON CASTERS - - 4 -1� #2 (TYP) SSO81 1 TABLE 96X30 WITH BACKSPLASHWITH UNDERSHELF - t �� c�� c� C� cc II SS085 1 CABINET 96X30 WITH BS WITH 2 DRAWERS ON CASTERS - \ N 2 mz71z 22 DOORS R03' : REACH-IN ICE CREAM ~`t I GENERAL EQUIPMENT NOTES , sr-7, w� o NK-w, *1P N1a NOf-N7j1 C.-Ina o d' ALL EQUIPMENT IS SUPPLIED BY WALMART, INSTALLED BY THE GENERAL CI - - \ _ - _ \ 4r ' o-_ �_ _ - - - a \ --\--CONTRACTOR. GENERAL CONTRACTOR TO MAKE FINAL UTILITY CONNECTIONS, UNLESS -N1$ 05UM-NRC-12 05oM-NRC-12 OSDM-NRC-'Z 050k1-NR -IL0501A-NR; cwi I OTHERWISE NOTED. A- a 7-P007 56' R145: MD PRODUCE (WITH MISTERS) "'E \_( 5.42 ) REFERENCE SPECIFICATIONS FOR REFRIGERATED AND HOT DISPLAY CASES FOR ;1 1•• SUPPLIED BY, INSTALLED BY, AND FINAL CONNECT BY. TYP 24'-1$ CHECKED BY: AS REFERENCE SPEC SECTION 01645 FOR MANUFACTURER AND MODEL NUMBERS NOT II=o 4'-11"I LISTED IN EQUIPMENT LEGENDS / 2� REFRIGERA710N PIT REF NOTE DRAWN BY: AM t WALMART TO SUPPLY SS FIXTURES BY WIN-HOLT IN THE FOLLOWING STATES: AK, 5.42( in REF GA1.2 FOR LOCATION #2 (TYP) I I AL, AR, AZ, CA, CT, DE, FL, GA, HI, LA, MA, MD, ME, MS, NC, NJ, NH, NM, NY, OK, - (TYP) FILE NAME: 150-GA020 12 PA, RI, SC, TN, TX, VA, VT, WV. 16.05 5.42 ) SALAD 16.05 'lap Y TYP PROTO CYCLE: 012712 WALMART TO SUPPLY SS FIXTURES BY UNIVERSAL STAINLESS IN THE FOLLOWING \ / \ PREP I DOO7AI STATES: CO, IA, ID, IL, IN, KS, KY, MO, MI, MN, MT, ND, NE, NV, OH, OR, SD, UT, o _ N �0• 0 z 12' R24QQ. UNITIZED a o z DOCUMENT DATE: 041012 WA, WI, EQUIPMENT NOTES umimmo , _� \ GROCERY SALES o M < 3D MERLE ISLAND_ L o M -J o D) SSO62 V V w 16'-5" N ow N Orel .3.°_,cR-,za N o vt 1 1 LI- : a D004 ,:' '- �:, a m NI = a eazc-ca-1 C _N 1. REFERENCE SHEET Al FOR EQUIPMENT LOCATION 0 a O Y 5004�� Lx., r rJ `; 12' R240: UNITIZED r cz> GROCERY PROTO: 150 2. 3-COMPARTMENT, PREP SINKS AND MOP SINKS TO BE FURNISHED WITH FAUCETS SS004LR �� 16.05 -. > I = w = 3D MERCH ISLAND �' =w WITH INTEGRAL CHECK VALVES 0 -"-" L i!4 I� P007 w r' m T,. \ 3. NOT USED SS004LR • ..1 'Tia, D004 N MG010 ! sco DOO7A " I 13'-9" 4. QUANTITY AND TYPE BY WALMART. RACKS SHOWN ARE FOR POSSIBLE STORAGE P004 `'� SSO12 N �•�, I REF NOTE AND PREP LOCATIONS I� �.-- o �N <=t�'Ig 2 #2 (TYP) 5. EQUIPMENT SUPPLIED TO HAVE CLEAR COATED GALVANIZED EXTERIOR, WITH SSO81 o ' �■! X005 �� BLACK INTERIOR AND COLOR BANDS - t Z D007 ' I .. rn D004 6. WALMART TO SUPPLY SLICERS BY HOBART IN THE FOLLOWING STATES: AK, AL, P00511 G003 _ Co 1O'-7" AR, AZ, CO, CA, HI, IA, ID, IL, IN, KS, KY, LA, MI, MN, MO, MS, MT, ND, NE, I- �' a, TYP a, c w SERVICE e / X v7 NM, NV, OH, OK, OR, SD, TN, TX, UT, WA, WI, WY. DRY PRODUCE o o ' DELI O •-p1 6'-4" I 4' R122: MD I co WALMART TO SUPPLY SLICERS BY BIZERBA IN THE FOLLOWING STATES: CT, DE, PREP - _ 0 DELI 0 ? • D017 - �Crl- • RO -/ SELF SERVICE 6'_61" I FL, GA, MA, MD, ME, NC, NH, NJ, NY, PA, RI, SC, VA, VT, WV. 1 4 SS069 DRY • HOT DELI CASE 4 N 7. NOT USED SS022 / 9COOLER 2-GA2.�009 WEDGE �� I * R058E: HMR I REF �° 8. GENERAL CONTRACTOR TO INSTALL WALMART FURNISHED SOAP AND PAPER 1r/-/ 1.'O O D 0 0 4 J ISLAND END TOWEL DISPENSER. REF 7-GA3.1 FOR MOUNTING LOCATION 1�' - o i 00\'.,t`S 5.42 __,4' ` I �Mo3 \ I 9. WALMART TO SUPPLY COMPACTORS AND BALERS BY JV MFG (CRAM-A-LOT), MOP SINK ` 0 /� FI , 000 SOS TYP 2 \ r45m I >> 7„ Moo MARATHON EQUIPMENT CO, OR PHILADELPHIA TRAMRAIL. REF GROCERY SANITIZING I ��- 9\9 0 ` •:• d- m 1'-45 itI EQUIPMENT MANUAL FOR MODEL INFORMATION 8' %' y 8 STATION ,� S I _I 2� 1-. 1 10. EQUIPMENT SUPPLIED BY OWNER _ 4L �,��\ n O .0 11. EQUIPMENT INSTALLED BY EQUIPMENT SUPPLIER B - -„N,u,u,,,»,1(,� +m TRASH CANPAO a�i��r \ T S _ \ - \ - - - - N S I's• . 8' R121B: q:)+0,.) I �• 16.05 .�,-1*; �. 12. EQUIPMENT INSTALLED BY WALMART cp p M DE16.05 �,, �S �` �i� HOT DELI _1 I ( PREP SLOG ; ' S03 * � (DEEP PAN) r. 1 I ' " D00 CASE I co-to MG003H--, PRODUCE , COAT RACK / �� 5046 5.42 � j� D TYP _ COOLER N DELI PROVIDED BY SSW' .\\� �\ A� . G� TYP R058E: HMR , ` <6 o WALMART O a ISLAND END rr� �! REF 2-GA2.1 v7 UTILITY O ^ 4. 6 6'-1" I V cp...., 16.05 1 SS02t ! tii y HMR 5.42 ~ " P, RHEA SANITIZING f,', 'I �'� ____.1 OO 1. I SALESal 0 STATION - .I ; ��i1�'11� �� i ROTISSERIE F� 3 �� 1 ,r / I A AA� o`'O'D030 - PREP �' y " - , 112' R146: MD DELI I • rn D009 D009 SS042 SOO4LR 009 I I ! -, , REF NOTE 0 DELI 0o cn 1�•1�1i�.-- 5'-5" EQUIPMENT �� #2 (TYP) •�� OF �� 0 FREEZER 0 l CLCLOSETOREF 2-GA2.1 I SINK 0 o D009 D009 D009 0 1jp ["T X029 t MG003H I I MG003H POULTRY TYP TYP COOLER FRONT 1111 REF 2-GA2.1 0 0 4 GROCERY FIXTURE ENLARGED FRONT GROCERY FIXTURE PLAN PLAN In 1/8 -1 -0" 012712 GA020 001-f 0 0 SHEET: up N 04 GA2 KEYNOTES SHEET NOTES A:_' w 5.42 REFRIGERATED CASE CORNER PROTECTION 1. DIMENSIONS OF REFRIGERATED CASES ARE TO THE OUTERMOST POINTS OF THE CASES; ° SUPPLIED BY WALMART, INSTALLED BY D? c.' REFRIGERATION CONTRACTOR ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR. 44C1 g 5.43 REFRIGERATED CASE FLOOR DIMENSIONS ON THE FIXTURE PLANS ARE FOR W MOUNTED RAILING SUPPLIED BY WALMART, LAYOUT OF OWNER-FURNISHED ITEMS ONLY < ~ Cle AND ARE NOT TO BE USED FOR LOCATION N INSTALLED BY REFRIGERATION CONTRACTOR z! al OF WALLS AND OTHER CONTRACTOR-BUILT N z 16.05 INSECT CONTROL UNIT TYPE NOTED BESIDE ITEMS 0- UNIT 2. PROVIDE STEELPANELS AT ALL `" " CLOSURE REF Ni FOR LEGEND AND NOTESa '= VERTICAL GAPS AND HORIZONTAL GAPS 52" U r- a OR LOWER BETWEEN REFRIGERATED CASES, ° WALLS, AND/OR EQUIPMENT0:1 N REF 13-GA5 FOR STEEL CLOSURE PANEL DETAILS 3. ALL FIXED (NON-MOVEABLE) EQUIPMENT cc„ INCLUDING SINKS, OVENS, AND REFRIGERATED v) o 1_1- <z wo "z< EQUIPMENT SHOULD BE SEALED TO THE 40-- 1-*E0ag om•c<g,s z )• WALLS. BASE OR LEGS SHOULD BE SET IN wazoalMoz4 a0c) ceta A BED OF SEALANT WITH EXCESS REMOVED. r,. WR)_NO w2O}ZN,3m MOVEABLE EQUIPMENT SHALL NOT BE SEALED O_ a�=•-• " P-==�} Z !=. =S5WW0VO-,L40 4. REFERENCE GA2 FOR EQUIPMENT LEGENDS a zHaoa�zl�<o0d F a £ mk'a i� f 0.o zw3 irsttebiF d DWU i- RMOZceco.= N �S'ONZO5M.6N6¢ K6H m o Li L w a W o GEt�� e YW,U1 nayC t.1 VjNNp pgm GG aim t— ._ o'= uf., IZa-• L U a' 2' O Q,, Cd. 21c J /� KQpS m N w L (�L O o F Z 10 r. O 0 Z 0 © O I 00 0 En C:4 2 a O0 o a Z Ec=ii.0 6:40 "' 2....... -.EC � o 0 0 0 w 0 r Zi _I_ 3 _ 0 0 56'-4" 4 CI - - - - it I MG005 1l \ �j - — 16.05 ate, o J / N SANITIZING 1 21'-52„ 21'-6" y I / 1T-9" 9'-2" I � iI _,\\ STATION 'NC-- y I I( � f �r e �j� MOP SINK ISSUE BLOCK G.S 36"x90" 72"x108" 6D"X9D" j G.8 Wummm,n��uuumnmmnnnn �uu�„iimm�um DOOR W I DOOR W/ ROLL-DOWN 12' H WALK-IN �� M0003H / m 30 -6 MG003H MG003H STRIP I I STRIP DOOR WITH PANEL TYP TYP ( TYP CURTAIN I 12'H m o CURTAIN STRIP CURTAIN EDC #4 MECH #2 ; 1 ICE CREAM I I = - i �� i FREEZER } _ 11' H DAIRY n __sr- _ I I 12'H I COOLER I DAIRY COOLER E. ih GROCERY o 23 -8" N / ICE CREAM 00 KO 0 I FREEZER 12' H WALK-IN .1 CLEAR (OPENING I FREEZER / FREEZER i 00 / 12' H WALK-IN - REF 2-GA2.1 ON ` PANEL _ PANEL - REF 2 GA2.1 I �` REF 2-GA2.1 1 I _ 72'x108" SLIDING 7" 1 F.8 DOOR W/ STRIP ' MGO19: (22) DEEP GRAVITY FLOW SHELVING —1, 1- , CURTAIN WALK-IN VENDOR TO O -- • - - " c=8 - -o�M-NRc,°'- _ aoaR-nRc= oun-„R �"� 1 L —�� 11 i� a - ®� 1 —e. PROVIDE A PRIMED (WHITE) 25'-8” 25'-8" WALK-IN VENDOR TO 24 R112: MD R AR LOAD DAIRY --s==' ® AND SMOOTH PANEL FOR 7" I 2'-12" CLEAR OPENING 1'-0" CLEAR OPENING 1'-2" I PROVIDE A PRIMED (WHITE) 20' R146: MD DAIRY _ I m 1�_7 � . _ ' 5'-8" WALLS FACING THE GROCERY I AND SMOOTH PANEL FOR TTT"' __- .. , •. ,2" 19'-2" / / SALES TO ALLOW FINAL 1'-2" L5,-21„ WALLS FACING THE GROCERY F.8 :2 \ - - - - - \ - 11- - - — - - - 9-W2-31-31- - � - i- • , - - -/ /- FINISHES APPLIED TO PANELS 2 12 H WALK-IN SALES TO ALLOW FINAL >- J J J it CLEAR OPENING PANEL FINISHES APPLIED TO PANELS - a I&wo „art I I MG012: (22) GLASS MERCHANDISE DOORS AT GROCERY. ICE CREAM I ° t AND DAIRY ___ � �3 e2'-102„ TYP intoo co _ ( 5.42 ) CHECKED BY: Zt'ilk // <r \ �'— �. DRAWN BY: ( 16.05 MGO21 • I'`` FILE NAME: 150-GA021 2'� 19'-2" iel (2)RO15GE: WIDE (( 56' IR146: MD DAIR f / STOCKROOM-A p-OHN- 0 INN-n 50 NN YGO Z1 NN-WOS9 71-OM-W i ISLAND COFFIN PROTO CYCLE: 012712 6'-7" 1 �- I END WITH GLASS 0064-NRG-1T 00614-NRL-1T O00M-NRG-1T Ob0M-NRG-12 00DM-NRC-® \, 3'-102" 1YP (MED TEMP) \ ( DOCUMENT DATE: 041012 / C REF NOTE ■ 1 \ I 56'1 R145: MD BEER © �— - \ #2 (TYP) 72"x108" 5.43 SLIDING DOOR �} „ HALLWAY ` 3'-118" 2'-102' i I W/ STRIP 1T-11" 9'-02„ 2 -5 /�� TYP 7„ GROCERY PROTO: 150 CURTAIN I / / 36"x90" ( 16.05 !v7 .( 5.43 ) 17'-2� N 12' H WALK-IN 2'_91" r DOOR W/ i r-- f \ PANEL - 2� /,C CURTIAIN /1 SS043— F 17'-28" - \ -- 4 SS023 - 14004 Z ila I_ - 12'H MEAT z 00004E ; z co COOLER I 1DELHin " -.-C4______ �!i `i j' a I N I 05 to COOLER r I T 7 rn UTI W TYiI 0 i g o8 c' (2)R015GE: WIDE °' n ' o r 1 1 -- 0= 1�I ISLAND COFFIN GROCERY d f5'-8" N� I Iir ¢ ~ END WITH GLASS I SALES I , - 1•• / �I 48'x90' O ," wl6SANITIZING 1 - U)W m (MED TEMP) 4- WALK-IN VENDOR TO _ � 5 -5 _DOOR W - STATION �— \ ! ozv - - - - -0 - \ - - - - - - - - - - - - - - - - -- - - - - - - - - PROVIDE A PRIMED (WHITE) B - — • `" STRIP / —° COAT RACK MOP SINK 1 , I - ,1 N°o AND SMOOTH PANEL FOR - 72"x108" i� CURTAIN o WALLS FACING THE GROCERY ` ROLL-DOWN DOOR •; PROVIDED BY SALES TO ALLOW FINAL WITH STRIP I WALMART MG003H m ' 1 L I BAKERY FINISHES APPLIED TO PANELS CURTAIN 48"x90" �, 7 FREEZER D SOTRIP / \Oa 36"x90" TYP TYP 12' H WALK-IN CURTAIN .\•• d- DOOR W/ MEAT COOLER E 5.43 60"x108" SLIDING PANEL I - 12 H 3•_1„ i STRIP h REF 2-GA2.1 DOOR W/ STRIP _ PRODUCE /� N CURTAIN d- CURTAIN N • COOLER a_-' ‘.4,---- \ ��,ED ARC \ T - o 10' H r � 10' / BAKERY 10' H o m 42"x90" �i COOLER DELI i s �+~' CRS M. RFLFJI DOOR °Jj FREEZER o b & t'] W/ STRIP 1\ ;777 1 �. N0. 3fi59 y • CURTAIN 1 �12' H WALK-IN - . \\_r \ �' FAE• '.M, VS. (--E-) -\ \ PANEL T 6'-6" T ® `;i100 2 16'-10" 18'-8" 6'-10" POULTRY I ! 1�` O f I / I WALK-IN VENDOR TO I / .( / / COOLER ' r i , 1► ''V IN 44 PROVIDE A PRIMED (WHITE) id -1 O AND SMOOTH PANEL FOR - BAKERY ` o i p WALLS FACING THE GROCERY SALES TO ALLOW FINAL 4'2 �� = FREEZER MG003H� FINISHES APPLIED TO PANELS .1 REF 2-GA2.1 TYP AT BAKERY AND MEAT A.1 O AT PRODUCE AND DELI III ENLARGED REAR REAR GROCERY © ENLARGED WALK - IN PLANS GROCERY FIXTURE PLAN FIXTURE 3/32"=1'-0" 012712 GA021-002-f 1/8"=1'-0" 102811 GA021-001-f PLAN i d • 0 0 SHEET: GA2 . 1N 0 0 0 3.4 SHEET NOTES \III (NI Q W I1. REFER TO SHEET A7 FOR FINISH LEGEND m 2. PAINT EXPOSED UTILITY CONDUIT AND PIPES S WHICH ARE VISIBLE TO SALES FLOOR THE 09 W SAME COLOR AS ADJACENT WALLS; WHERE < o ADJACENT TO TILE USE(P102) o w - - I N > [I$ - N al Z 0 1_ L - - _ LL Q SEE 2-GA3 FOR CONTINUATION IL) 1-.tD 0, o � - - - - - - - - - - - - - - - - - -� - - _ - - - - - - - - - - - - - - - - - - _ LEGEND MEATmin toc4 cp - TO 10 NRP1 N COOLERSCB Q STAINLESS STEEL CORNER GUARD FULL 962 HEIGHT UNLESS T — - -- 4-GA3 NOTEDOTHERWISE o N } G.8 �, ��,.., , <��,,,,,".�„��,,,�,�� „��.� ��.�.�,.��„� ��„��„�� ,,,,,�.� ��.,,�„�� ,��, r._,_,_._.�_,_._._._. L „ ,»„ �,,, ,,,, ,,,,,,,,,, , --- - IM FULLT j g<Pt <2� w I-z< i REF g STAINLESS STEEL CORNER TR HEIGHT w u-o-PF21- z 2Fo MEAT ' EDC #4 �a*<Zggaw�4<w8 UNLESS NOTED OTHERWISE 8 REF 5-GA3 i y^o NNm�-cm�°Io�w SALES om i 981 MECH #2 I (P105) o �Ntir-ig_ WWJZNdy BAKERY I I - ' - STAINLESS STEEL CORNER TRIM FULL HEIGHT L.L. vpwa¢Vo�4aw:wR ” 901 ICE CREAM 983 © UNLESS NOTED OTHERWISE z 3uaoLL? owzp4o0p DAIRY FREEZER 926 - _ FREEZER REF 6-GA3 aasQ� ?ao �Z3 COOLER =Na q - 972 973 n <<W -wwww0-Ew O UNLESS NOTEDSTAINLESS EL OTHDGE ERWISEIM FULL HEIGHT g oo$wv+w,,, „o0Ua?0F —(P106) GROCERY REF 7-GA3 cn `g'v^z4-oW<vi<ca« f!1 Nps`- OWKWW7p FREEZER ti t==971 C I 1 p O STARTING POINT OF TILE PATTERN O - - — - - - — - S INSTALLATION 1.0-col 9-GA3.1 d g iE BAKERY (P106) __ P105 O ENDING POINT OF TILE PATTERN INSTALLATIONce GPI `U)-y (SCB7)- COOLERRF.8 - - - - - - - J g \ - - - - - - - - - -ilk- \ 811 E REF 9-GA3.1 =al No m z Szm P106 P106 P106 I P106 P106 P106 ” >- r 925 (P106 STOCKROOM—A PL4 B71 PL4 PL4 311 PL4 ¢ t int)`— KEYNOTES p< Lum B71 B11 Btt B11 M U ,� wm F'�y I_ ZoM 0- - r - - 991 VI VI co , 7�T0 10 '¢ 1 S 9.18 EXTEND BASE, 2'-O” BEHIND 3-GA3.1 REFRIGERATED CASE OR FIXTURE UNO SC6 M N - NRP1 (/ PL4 SCB L _.._.. \ P10B 10.33 2" X 2" HIGH IMPACT CORNER GUARDS 1 \ B6 TILE GROUT SANITARY COVE BASE STAINLESS STEEL p BAKERY 7HALLWAY REF SHEET cA4.2 O D UTILITY 995 a EDGE TRIM IR GROCERY O O '7 923 ,y a CONTINUOUS TO _.._.. \ SALES FINISH FLOOR P106) U ___ k 900 _. �. _ O 0 NRP1 r „� w rip Eos' Cg -NRP1 MEAT NRP1- N DOOR FRAME WALL TILE L a ,SCB7; UTILITY B, SEE E�� S 961 I f O 0 a _ %•p� © (P,os)( 9 18 > CB I 7//////'viii t////// ,�////�// ** ♦ P • z DI ' (P106. / W �g REF 9-GA3.1 CT34 G13 ,. SCB7 % EC�„� c T25i.C87— `:. BAKERY CAKE 1 i) © - - — - - — - - — - - - - - - % c o 921 DECORATING EO ij % CONTINUOUS MORTAR II G13 CT34 REF 9-GA3.1 922 ,%' FASCIA // SUBSTRATE E w SCB7 T25' ,° (P106) CONTINUOUS SEALANTPO E /;% % — METAL STUD z A P,06 I SANITARY COVE BASE 3/8” STAINLESS STEEL CORNER D - _ — _ L — _ MEAT = AT DOOR FRAME REF SHEET GA4.2 0 PL4 % COOLER y SCB f TRIM; STOP AT 6" AFF 0 962 TILE GROUT SANITARY COVE BASE N J ISSUE BLOCK STAINLESS STEEL REF SHEET GA4.2 EDGE TRIM CONTINUOUS TO FINISH FLOOR TILE GROUT MEAT I i' — -- C , .}L)-- i'-/ \ _)'-<' Ni-- 1/410 SALES NWALL TILE ` I I ) I j BAKERY WALL FINISH I j� _ 901 REF TO PLAN / ., I SALES `' �! ( ) 1. �`�` � I 4 I I - P106 903 4)...h _i' !' s _� L CERAMIC TILE w Bs BAKERY I I 1 I I , S---)- SUBSTRATE FREEZER NOTE: ' CONTINUOUS MORTAR FASCIA 926 (P106) REF 11-GA4.2 SANITARY COVE BASE ELEVATION FOR CONTINUOUS MORTAR _L WALL TILE (P106 COOLER AND FREEZER DOORS ! SUBSTRATE I -�� ______ CONTINUOUS SEALANT ,C tMETAL STUD co_ _ - — - — rnii..---.... r , METAL STUD SIM SEE 1-GA3 FOR CONTINUATION \ STAINLESS CHECKED BY: -mir 0 TILE EDGE TRANSITION DETAIL- D STEEL CORNER TRIM - C D : ,cAM FILE LENNAMEAME: 950-GA030 1"=1" 102811 C/GA030-007 6 1"=1" 051009 C\GA030-006 P106 SALAD P,os GROCERY REAR WALL FINISH PLAN PROTO CYCLE: 012712 PL4 PREP (P106) PL4 1-GA3.1 B6 3'_p" ( ) ® 1/8"=1'-0" 012712 GA030-002-f / / 917 B6 2'-0"-r-< CB7 / SANITARY COVE BASE 1 1/2" x 1 1/2" STAINLESS DOCUMENT DATE: 041012 _� �_ .U _� REF SHEET GA4.2 STEEL CORNER TRIM; STOP AT SANITARY COVE BASE 1 1/2" x 1 1/2" STAINLESS GROCERY PROTO: 150 A REF SHEET GA4.2 STEEL CORNER GUARD; STOP 6" AFF AT TOP OF BASE MOLDING MECH #1 NRP1so ' ` 982 SCB FASCIA J' N - // l NRP1)- -� (P106) GROUT (TYP) , /�., _ SCB7) j -` - I GROCERY NOTE: ///,�./// / i .en,.,,,,,, /� Z 1 j ,,7____, (SCB7) SALES REF 11-GA4.2 ELEVATION FOR /M/// r/. TRIM-B3 (45') I 9 REF 900 SANITARY COVE BASE AT III I COOLER AND FREEZER DOORS j CT34 G13 / I I 1 I DRY PRODUCE T25 .SCB7 `:. ' ' I 1 I I I PREP ,4 931 DELI SERVICE `,. I _ WALL TILE --- DELI . SERVICE \\,. WALL TILE WALL TILE (P33) COOLER DELI % 914 911I i hTCONTUOUS 9 3. P102) I MORTAR CONTINUOUS ADHESIVE CT34 ��\ SCB7) j CONTINUOUS SEALANT (TYP) `' REF CB �' 9-GA3.1 1 SCB7 (( I WALL FINISH O G13 �.. CT34 G13 i ; �" REF PLAN 0 SCB7 B �/ — - — T25iSCB7- METAL STUD METAL STUD D A j' - SS DELI ri NRP1 E• G'q� a--AP-ial"r , , P102EH" WALL TILE TRIM-B2 (135') ajv� RCdt PREP ¢ sce p SCB CO t SCB 912 E \\.. 9.18 FASCIA HMR STAINLESS STEEL CORNER TRIGM3o aB 4 STAINLESS STEEL CORNER GUARD -DA ci�^Isna. ei�ra �� E l 07 SALES 421 \ \ Na 3459 ►-3 f-(NRP1 DELI 0 `... P106 904 ( SCB7 • • SCB UTILITY PRODUCE NEP, s ' P1o2 • COOLER SCB SCB 913 {P1061 , 1 ' ;off l.5'�I C :. PS1 10.33) f� 932 NRP1 EQUIPMENT 2'-0" SCB7 �E CLOSET P106 „ 66 P105 DELI I 984 N ..iS��// __ _ 86Illi ' FREEZER ROTISSERIE 916 . I PREP I POULTRY 919 REF ARCH FOR COOLER FINISHES AT SOFFIT GROCERY 915 I FINISH CI 0 0 PLANS Q to GROCERY FRONT WALL FINISH PLAN 0 NOT USED 1/8"=c-0" 012712 GA030-001-f 5 SHEET: cv GA3 SHEET NOTES 1._I M CI o a NOTE: o a 1. GC TO FIELD MODIFY BACKSPLASH TRIM. 0 o ACCESSORY TRIM PIECES TO STOP AT TOP OF 1. REFER TO SHEET A7 FOR FINISH LEGEND m SANITARY COVE BASE AND BOTTOM OF 2. PAINT EXPOSED UTILITY CONDUIT AND PIPES4414( S SS BACKSPLASH AND TRIM FURNISHED BY CLOSURE ANGLES WHICH ARE VISIBLE TO SALES FLOOR THE W EXHAUST HOOD SUPPLIER AND INSTALLED BY JOINTS PROVIDE CONTINUOUS SEALANT AT ALL SAME COLOR AS ADJACENT WALLS; WHERE 2. 4. D GC PER MFR RECOMMENDATIONS ADJACENT TO 11LE USE(p102) cooe C4 STAINLESS STEEL CEILING AS N ill M SCHEDULED < CC CD = CD \ \ CLOSURE ANGLE �� > LL I.-u- z I.- J %//// ' ANSUL 1% STAINLESS STEEL BACKSPLASH SIZE KEYNOTES a 7 FULL TILES ¢ w cW.> ¢ W %CO CEJ % EXHAUSTol EXHAUST %r SECTION LENGTH HEIGHTCO to co / / N r N r HOOD HOOD A 4'-O" 9'-4" ~ ( -1 - j///////////////l //////////i_ !fir �// END CAP B 4'-O" 6'-9" 4.09 SMOOTH FACE CMU \ 1-1-1-1 i I - - \ %/� /DIVIDER : r DIVIDER C 4'-0" 6'-9" 6.11 48" HIGH PLASTIC LAMINATE WITH METAL mml _ I o END CAP U BAR / BAR D 4'-0" 6'-9" W C121! y ooh Id f ' 1 L �I / % TRIM AT EXPOSED EDGES oF // / E 1' 9 1/4„ 9.. 4., y- a`i wa wza I I _ VI -I N °' INSIDE D wcf- 1-*o�vWi °11 �_ �_ cn ° ° % 6.17 ! T!2!f !O GO ® ail-• BACCESSO -OTES: DESCRIPTIONQUANTYOOR o�oi� �'�� Wz,,�a ' ! I '� _ ~ _ -' J . / . N vs o raw w� I i i � ? M 1. REFER TO FLOOR FINISH /4'-0' / 4-0" /4'-0 / TOPCBOF ''-O/ 1'-91" END CAPS (T) 3 0 3�ao��Wnw"�oo�o STAINLESS STEEL I ! /�� ////��//��/� wm z o bu z oz PLANS FOR EXACT TILE i / ��I//////////�//////fe 8.16 CAFE TRAFFIC DOOR oaoow��z21,.<0 zza }� W d DIVIDERS (7') 4 z+na �a . CORNER GUARDSCl_.,.....---/ - J I n LOCATIONS Fa�k< aokcFiaHa l' / , t I 4 I S 1 1 I CLOSURE ANGLE (7� 4 9.02 GYPSUM BOARD VERTICAL CONTROL JOINT o �a�zF ��o� REF GA3 + + +I ( D cczzonw www o sw I = INSIDE CORNERS 9 -6' 1 a oo ,na¢rc owo > I 2. 11LE TO HAVE 1/16" AT FRYER ) y o�.� ss�ti TYP = ,t,....:-.;II J 11111 TYPSCB7 CB WHERE SHOWN AND 30'-0" OC MAXIMUM f= vwm FA EL GROUT REF SPECS REF 2-A6.1 i �70 h20Y aKKa CT25D II CUT TILE TO FIT w I 1 3 s- CT34 BOTTOM OF STAINLESS STEEL 9.08 SUSPENDED FASCIA ® BETWEEN CORNER o ! - _ l G13 3. CUT ACCENT TILE FROM BACKSPLASH TO START 6" AFF GUARDS J I- _ BACKSPLASH AT FRYER EXHAUST HOOD '- " o In z I` - J PRE-ADHERED TILE MESH. _ _ 9.18 EXTEND BASE, 2 0 BEHIND II I 11 SUBSTRATE (TYP) in 'I NO ACCENT 11LE I j - _ ,/4"=1'-0" �I Zp�� v I - - 11 012712 GA031-011-f o W � - - - REFRIGERATED CASE OR FIXTURE UNO �w o ON END OF WALL ! s I - - - U WALL 11LE (TYP) I (_____I I 1 I- CT25D 9.94 GYPSUM BOARD VERTICAL SLIP JOINT � �a x�¢ao TYP 1 I i G13 ACCENT 11LE m G g Z o WHEN SPACE BETWEEN SS I TYP SEAL TO 9.96 GYPSUM BOARD HORIZONTAL SLIP JOINT a W a m METAL STUD CORNERS IS OVER 6 1/4" s7 _ - ❑❑❑❑❑❑❑❑� CT34 PAPER WALL -- W o u f1r WIDE, PROVIDE AND INSTALL - - 15.06 WALK-IN REACH-IN DOOR ¢ r ciatece ucoac CENTERED VERTICAL JOINT I I j _ - �-{ G13 DISPENSER 1) v o w a w o ❑❑❑❑❑❑❑❑❑ TOWELll 2 CC LC _ ❑❑❑❑❑❑❑ ❑ DISPENSERm o z I { I I - - 7 SANITARY 15.09 EXPOSED WALK-IN PANEL Z U3 STAINLESS STEEL !-1 + I I COVE BASE 1/2" X 1 2 TILE CORNER GUARDS �� SECTION \ REF SHEET A7 / / ■i■ \ REF GA3 " - SECTION Q z o )I SINK I ; - T 2" MIN SCALE: 1"=11-0" N ' i� I�� = SANITARY COVE BASE I z r7 % 0 Z ■ REF SHEET A7 NOTE: • IN z i0 7 • REF 4-GA4.2 FOR Y v �� REPEATING REPEATING BLOCKING AT WALL j O 0 MOUNTED HAND SINK co DETAIL AT WALL END CERAMIC TILE PATTERN DETAIL NOT USED HAND TYPICALSINK L NTEELEVATION NOT USED w Lo E Q Q 0NOT USED E=o o a 1 0 1/2"=1'-0" 121809 C/GA031-010 v 1/2"=1'-0" 111910 C/GA031 009 v 1/2'=1'-0" 042911 C\GA031-007 O - Z III 0 4 -, E ct ,_, 0, r ,._ in O BEYOND 4 TYP TYP TYP Q c..J ( 15.09 ) ( 4.09 ) ( 15.09 ) 9.96 (15.06 )( 15.09 ) ( 15.06 ) ( 15.09 ) ( 9.02 ) ( 15.09 ) ( 9.96 ) ( 15.06 ) ( 9.02 ) I a1 0 9; AAVAilirSAValli �`�,�T�VAVAr,i' l9 _ WA11:41rAVAa i.®i�'.-- `W�FA16 ala1I 'GT��AWAlg ��.gri�raAr'Arra tar •.. z / o V .Lt -`- i i41 , t1) 1.L L: 1 i 15.2�.. . _ I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . > „ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .; . , . . ,. . . . . . . . . . . „ . . . . 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RE .....„, BEYOND TYP w 0 ( 9.96 ) 194 ( 9.08 ) 8.16 ( 9.08 ) ( 9.94 ) ( 8.10 ) ( 4.09 ) ( 8.10 ) ( 9.02 ) p, I' . 3459 H I I REF ARCH Ca FOR FINISHES A.A�--;- - _, A`A►® C' ;"-�� _ ® - i. - ! 0. '� 112 1 EXHAUST _ , i" I.HOOD . I� II ,IIII II I t $11fr144911pridiclit041111 .1 GROCERY 1. ; 0 01 INTERIOR i��'1 11 1; o ;h; - ELEVATIONS , . .. . . .,. ., .. ...... .,.. .. . .. . . , ..in a ( Psi ) ( 86 J (P106) SCE?. aNRP1 (SCB7 P106 SCB7 (PL4) (P106) (PL4) fl ( B6 ) PL4) ( 6.17 ) 9.18 BEYOND ( 6.11 ) ( 6.11 ) ( 6.11 ) 0ler GROCERY FRONT WALL INTERIOR ELEVATION 5 0 1/8"=1'-0" 012712 GA031-001-F SHEET: N tnN n U0 II zo, W3 U U co• a 0 h M Lu Cie M 1- tr. v, r` y N W H Un N � F- N N �H} Z� �� F F Z W Z W W M N Q W H:Q a Q:J N W N Q U 00. 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AT EACH JOIST, TYP .. w W A N 2 larrAIM ill .1 UN1STRUT ATTACHED TO °f Fr: 3c''v'I TOP CHORD OF JOIST u =�NN~I I USING PLATE WASHER AND o a3 5/8” x 20 GAUGE METALz .. �fmSTUD BRACING AT EACH JOIST ¢ r p STANDARD HEX NUT 3 5/8" x 20 GAUGE METAL ► ATTACH EACH END WITH (2) J gq g� awm STUD CONTINUOUS AT MIDPOINT #12 TEK SCREWS a m CONNECTION - 3 5/8" x 20 GAUGE METAL U AT FASCIA 3 5/8" x 20 GAUGE METAL STUD CONTINUOUS AT MIDPOINT co 0 STUD BRACING AT EACH JOIST ATTACH EACH END WITH (2) 1 L FASCIA C -1 _4^ #12 TEK SCREWS 1 ALL BRACING IN 1 FASCIA P1064 PLATE WASHER GROCERY AND BAKERY WITH STANDARD HEX NUT TO BE INSTALLED AWAY 20 GAUGE CLIP TOP AND BOTTOM OF FROM GROCERY SALES Z NESTED STUD, TYP 1 ❑ -� ,I O O J-MOLD \ / c Iincp co \ I ALL BRACING IN CEILING AS SCHEDULED 20 GAUGE CLIP �`�� \ 0 % 0 ~20 GAUGE GROCERY AND BAKERY CEILING AS SCHEDULED TOP TRACK TO BE INSTALLED AWAY - L 1/2" DIAMETER A36 FROM GROCERY SALES .....4/-- WALL FINISHES BEYOND I wrn o NOT SHOWN FOR CLARITY I O O O THREADED ROD 6" FROM I C:4 a ' REF GA3 AND GA3.1 - z EACH END AND 12' OC MAX r -r AT SIM CONDITION ( FOR FINISHES INSTALL GYPSUM 1/2" GYPSUM WALL TILE ON / 1/2" GLASS-MAT BAKERY OVEN ^ Th BOARD TO TRACK AT ` / BOARD ON 3 5/8" BACKER MATERIAL REF GA2 I-'-I BACK OF FASCIA !!! x 20 GAUGE METAL - CAKE GROCERY BAKERY 0 8 co STUDS AT 16" OC BAKERY SALES 2 N DECORATING SALES 921 903 �+ cm 922 900 0, 0, I� REF A7 FOR [I r —I FINISHES dA � 1� 10 T u SED D NOTWALL FINISHES SHOWN FOR BCLARITY EYOND E-4 ai CEILING AS SCHEDULED I 3 5/8" x 20 GAUGE `J �J r 1/2" GYPSUM REF GA3 AND GA3.1 ACT PERIMETER TRACK METAL STUD TRACK z 1- BOARD ON 6" X 20 FOR FINISHES TO BE ATTACHED AT NESTED IN BOTTOM TRACK GAUGE METAL REFRIGERATED EVERY STUD STUDS AT 16" OC CASE BY o 2 9 WALMART -, GA4.2 GA5 N P1064 PLATE WASHER N O T USED GA4.2 \L, - WITH STANDARD HEX NUT 0 2 rd \ T T h, TOP AND BOTTOM OF r REFRIGERATED CASE PARTITION ISSUE BLOCK NESTED STUD, TYP BY WALMARTI BEYOND (P1066)-- 20 GAUGE U " \ BOTTOM TRACK U L-� \ DETAIL AT FASCIA6 NOT USED SECTION AT CAKE DECORATING SECTION AT BAKERY OVEN 9 1 1/2"=1'-0" 012712 C\GA040-009-F 1/2"=1'-0" 012712 GA040-005-F 4 1/2"=1'-0" 012712 GA040-004-F • a SIM CHECKED BY: 160 �. � � i t l '.1 i , 1 ' 1 r , " " i , II II X ( 1 � A� i 11 ! 411 , ii , 1 „„ II ; 1ilililr + lillilllliiiiill , , , ii , 7 Illiil mi ! n ,m ili i „ , , illliirlllll , tli , , 11ii . i11 1 , 11 ; , _ DRAWN BY: ; li ; l ii 111111 if 1i 111 ; 1 '(! li i !�ll li 111 �� a� � , „ i , ♦I II IL II \ , \ , If i , \, II If II II \ , II \I II \ , II r , II II t/ \ , I / I / If Al t \J , \ , ,, I II NI II XI 11 VI II I 1J I ll X1 ( I FILE NAME: 150-GA040 #/#7\/\: . , S /\/\/\/\/\7\ , ,ra r I ® PROTO CYCLE: 012712 a SIM DOCUMENT DATE: 041012 lifir El I I III GROCERY PROTO: 150 • a ALL BRACING IN lair , GROCERY AND BAKERY TO BE INSTALLED AWAY ' FROM GROCERY SALES S AT SIM 1 - 1/2" GYPSUM STRUCTURE NOT I BOARD ON 6" X 3 5/8" x 20 GAUGEPARALLEL OR 20 GAUGE METAL METAL STUD CONTINUOUS - PERPENDICULAR TO STUDS AT 16" OC AT MIDPOINT II FASCIA L.� 1 FASCIA I , I I FASCIA n I FASCIA ' 3 5/8" x 20 GAUGE METAL *_ II STUD BRACING AT EACH JOIST \ l J -\ \:,), ATTACH EACH END WITH (2) CEILING AS SCHEDULED \ #12 TEK SCREWS { CEILING AS SCHEDULED SUSPENDED LIGHT FIXTURE 20 GAUGE CLIP REF ELECTRICAL I �,�-OD Ai? gip r -' �So of * SALAD SERVICE GROCERY I W CHnrS 1d. RIA 0 WALL FINISHES BEYOND s PREP NOT SHOWN FOR CLARITY DELI SALES 1;0. F9 ►- 917 REF GA3 AND GA3.1 911 900 e FOR FINISHES EQUIPMENT GROCERY MzRr S. rNar�. — WALL TILE ON m CLOSET SALES 1 11,E CS In I NRP ON 1/2" GLASS-MAT r 7 1/2" GLASS-MAT 984 900 ° O Q " 129 BACKER MATERIAL BACKER MATERIAL ON6" X20 BAKERY GROCERY GAUGE METAL SALES SALES STUDS AT 16" OC REFRIGERATED CASE 903 900a BY WALMART 2 GROCERY GA4.2 W REFRIGERATED CASEWALL I 1-1 ..+., BY WALMART i 4 U U SECTIONS M \ \ SECTION AT BAKERY SALES SECTION AT SERVICE DELI SECTION AT HMR SALES 1/2"=1'-0" 102811 GA040-003-F 1/2"=1'-0" 2 -1 -0" 012712 0A040-002-F 1/2„=1'-0” 012712 GA040-001-F 0 N SHEET: i GA4 N n o o �� o Z ., \fff 2 Q EU 9 . O 441( .3Q 3 F 0 M N W rn ice t- O co" N N D N Z Lll V LL J CO U R U- NS. U 03a? 0. to co N 0 H N N et r} N CWON ¢O oo CCa4¢1)—No WO N_mg7yy03w o N O N~ O j Z N K 0 (Iowa0 , �_ooi- WPW1 o 3w¢z'3N�Pazooz p 0.00E4. zo -Oz‹ QZ mZ y -wasp ws mowzgi D K z Z O 5 D F u W U F 0 O E W - Tut F)hLLWQIGKo onoT- t F'O No QtwIIQCC= d 2 M W a n V =j NN� U gZQo P. H W « ¢wn Ym Z - w V U f rn H • w a o¢$ [M 1 C�y. ZCK J — V OK ¢Wtp � L motif Z N 0 \ U WALK-IN PANEL BY OWNER % 0 Z O U) C CO 000 ,-i a wcpF in 1:4 DAIRY 1,.,M11 GROCERY 0 0 0 —a ID COOLER [ II II-1 J SALES z IN o r 973 H + 1-' 900 N �' c� _____ -- " � � W O o ! I F WALK-IN BOX MFR TO � _ ____-_ i i COORDINATE SIZE OF 0 ____N OPENING WITH GLASS ~ a it DOOR MFR w II z II as I0 o N �i i u 1 ISSUE BLOCK I I-, \ \ \ 1! I 1 SECTION AT I® DAIRY COOLER 1/2"=1'-0" 012712 GA041-005-F CHECKED BY: A?? i ) • Iil ! tHI ifriiliill ', I ! Illii ! ! � IIiI { ( ii + IIll if iill it DRAWN BY: AM ' i � i �rI . ; . Li ; l riwt ; , 1 1 dIlr . ltr11FILE NAME: 150-GA0 41 /\/ \ • , :zE \\ \ : 041012/ / \ / ' \ PARTITION WALL OR \ ALL BRACING IN EXTERIOR WALLm-\\4\ GROCERY PROTO: 150 GROCERY AND BAKERY ALL BRACING IN TO BE INSTALLED AWAY 10 GAUGE 6X6 WELDED GROCERY AND BAKERY FROM GROCERY SALES WIRE MESH ATTACHED TO BE INSTALLED AWAY 3 5/8" x 20 GAUGE TOP OF STUDS WITH 1/4" FROM GROCERY SALES METAL STUD CONTINUOUS CLAMPS AND 8X1" SELF 1 AT MIDPOINT TAPPING SCREWS 3 5/8" x 20 GAUGE 1 1 METAL AT MIDPOINTD CONTINUOUS 3 5/8" x 20 GAUGE METAL 1 20 GAUGE TOP TRACK 3 5/8" x 20 GAUGE METAL STUD BRACING AT EACH JOIST STUD BRACING AT EACH JOIST \ — ATTACH EACH END WITH (2) J-MOLD ATTACH EACH END WITH 2 #12 TEK SCREWS \ ( ) _ 11 - #12 TEK SCREWS J-MOLD 1 I J-MOLD ill ) ! 2x2 x 18 GAUGE 2x2 x 18 GAUGE CONTINUOUS STEEL ANGLE. 3 5/8" x 20 GAUGE WALK-IN PANEL I ATTACH TO EACH STUD • METAL STUD BRACING ill' CONTINUOUS STEEL ANGLE. ATTACH TO EACH STUD WITH (2) #10 TEK SCREWS AT 16" OC BY OWNER c WITH (2) #10 TEK AS SCHEDULED a T 1/2" GYPSUM 20 GAUGE STUD TRACK BOARD ON 6" x 20 1/2" GYPSUM BOARD ON6" x20 GAUGE METAL 1/2" GYPSUM GAUGE METAL STUDS AT 16" OC BOARD ON 6" x 20 STUDS AT 16" OC GAUGE METAL �D �A STUDS AT 16" OC �S \ I • r , 1/2" GLASS-MAT �� a BACKER BOARD �" b \ /I o G r t IN W j CHRIS M. RHEA 2 C A9 BAKERY g ii. 3459 DAIRY GROCERY J GROCERY SALES o '�• A 46% 900 COOLER SALES HALLWAY j SALES 903 7 t�' vi+�� hi, 0 973 900 995 1 ' 900 REFRI WALMART CASE oI BAKERY GROCERYOFO4 0\(t- 7 WALK-IN BOX MFR TO PLASTIC LAMINATE to COORDINATE SIZE OF OPENING ' ' UTILITY SALES WITH REFRIGERATED CASE MFR 923 900 IBAKERY GONDOLAS I F. REFRIGERATED CASE BY WALMART 2 BY WALMART 2 2 GROCERY GA4.2 1 GA4 .2 GA4.2 WALL \ v v (L Ui U U , SECTIONS Q SECTION AT SECTION SECTION AT REAR LOAD DAIRY CASES AT HALLWAY SECTION AT SALES BAKERY UTILITY 4 1/2"=1'-O" 012712 GA041-004 F 1/2"=1'-0" 012712 GA041-003-F © 1/2"=V-0"-0" 012712 GA041-002-F 1/2"=1'-0" 012712 GA041-001-F 3 in SHEET: cv N. GA4. 1 • GENERAL NOTES /•..... g ,,, w 1. PROPER INSTALLATION OF JOINT SEALANTS IS ? Gi CRITICAL TO MEETING WALMART QUALITY ASSURANCE STANDARDS. PROVIDE SEALANTS IN IN ACCORDANCE WITH DRAWINGS AND41111( o SPECIFICATIONS. to Lu "' REFERENCE SECTION 07900 FOR a SEALANT AND 4111lle 01 M D 2. ALL JOINTS BETWEEN DISSIMILAR MATERIALS u", w SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, il, > REGARDLESS OF WHETHER SHOWN ONTWEE (NJ DRAWINGS OR INDICATED IN THE COa SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR CDN 1-- `:1 SCHEDULED SHALL BE SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION y oo} N gig,- <z wo ``Za 3. INTERIOR SEALANTS USED IN FOOD m 4.0'- 1-*EE9.2 PREPARATION AREAS SHALL MEET THE -a Nzo m-0(zmw REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES o t2N�o� xw�zNa> LL '- oS.� 4 ma 4. SOME DETAILS LOCATED ON THIS SHEET MAY o 3�az'LLlth,J 0'82 NW WIY NOT BE USED OR REFERENCED d zoo. ..1, „„j„,‹o3 <af-QlaKNUj6NJ 5. REF A7 FOR FINISH SCHEDULE a.- ozzonw www OWOW E DwV=a•- Wzazvplp,��,� ~ N NO 15 EL' W�41W 70 � �O�NZOJI,.QfAQd'tYQF- a O O = =1- 6 X.tD W tt r+ WLa-uoc°I�w v =°CQao vagza = 0 9, 02 1- •- rz_oi-0 NOTE: uwoa„ FASTENERS ATTACHING STUD Q -c o a P TRACK, METAL STUDS, AND M y Z W m GYPSUM BOARD TO WALK-IN D tii L m g z PANELS NOT TO EXCEED 1 1/2" o m N. U iJ_ X X DAIRY COOLER GROCERY SALES % D Z Z X X HINGE SIDE . .--I LATCH SIDE NOTE: O % ' r FASTENERS ATTACHING STUD O WALK-IN DOOR X X X WALK-IN DOOR WALK-1N PANEL X X -_ TRACK, METAL STUDS, AND �� -S S I ~ GYPSUM BOARD TO WALK-IN BY OWNER v IC) - WALK-IN PANEL W �`� H 4 I PANELS NOT TO EXCEED 1 1/2" L > . _ - X X BY OWNER __ -_-.�_wE=I I4 2 VERTICAL GYPSUM BOARD SLIP �_ DOOR HARDWARE ~ TOP OF REFRIGERATED 0 Q 0 A" JOINT SANITARY COVE BASE SANITARY COVE BASE '"" CASE z • DO NOT ATTACH AT SLIP AREA X X X X X REF SPECIFICATIONS SANITARY COVE BASE I f I } - '� W J-MOLD J-MOLD I Ic, } 1" MIN /1" MIN METAL FLASHING O c GYPSUM BOARD /1 I 1 - AND SEALANT r. (~!) o • REF PLAN AND WALL SECTIONS REF GA1 AND GA1.1 I FOR PARTITION TYPE I FASTENERS ATTACHING STUD 0 a--� NOTE: ELEVATION Gl WALL CONFIGURATION 1/2" GLASS-MAT I ` J �' % - TRACK, METAL STUDS, AND i. w VARIES AT SIM CONDITION BACKER MATERIAL L_ - GYPSUM BOARD TO WALK-IN � CON TR 0 L JO I N T SANITARY COVE BASE FINISH AS SCHEDULED DETAIL AT PANELS NOT TO EXCEED , 1/2" z AT FASCIA CONNECTION AT WALK - IN DOOR JAMBS DETAIL AT WALK - IN REAR LOAD DAIRY COOLER 1 /2 012712 C\GA042-017 ti 11 , 1/2"=1'-O" 102811 C\GA042-011 1 0 1 1/2"=1'-O" 102811 C\GA042-010 v 3"=1'-0" 102811 C\GA042-009-F ISSUE BLOCK DAIRY COOLER GROCERY SALES DAIRY COOLER GROCERY SALES NOTE: ice- NOTE: __ -' FASTENERS ATTACHING STUD FASTENERS ATTACHING STUD WALK-IN DOOR ____ TRACK, METAL STUDS, AND _ TRACK, METAL STUDS, AND BY OWNER GYPSUM BOARD TO WALK-IN GYPSUM BOARD TO WALK-IN _._ �- ____--�- PANELS NOT TO EXCEED 1 1/2" ----- PANELS NOT TO EXCEED 1 1/2" 1LOCATE DRAIN WALK-IN PANELS - WALK-IN PANELS INSIDE WALL WALK-IN PANEL _ BY OWNER _ / BY OWNER 2x6 x 48" TREATED BY OWNER / WOOD BLOCKING rill DOOR FRAME ------•-- ---- NOTE: SALAN CONTINUOUS --- NOTE: STARTING 12" AFF T __ ANGLED WALLS AT SIM _ ANGLED WALLS AT SIM �kill ' _ ____ ___—.__ DOOR FRAME WALL PARTITION REF PLAN REF PLAN �`� ,' - \ OF BLOCKING _ _ WALL PARTITION- GA1.1REF G FOR ND REF GA1 AND 1„ �__ BACKER ROD 1 \`� ;GA1.1 FOR � . , PARTITION TYPE FINAL WALL FINISH TO BE FLUSH 2 i _ ` METAL FLASHING AND 1...:;..... , --- PARTITION TYPE .- I .-�\1WITH FACE OF WALK-IN PANELS INSTALL EDGE OF STUD FLUSH - '�'`` CONTINUOUS SEALANTWALL STUDS I I r ' r s.t---------N- OF SINK METAL FLASHING AND r— -- INSTALL STUDS ACCORDINGLY ...• - - .. - •- - ----- WITH FACE OF WALK-IN PANEL \ / _ k' // -- CONTINUOUS SEALANT — _ ��-=- =�\ REF GA2 FOR PLASTIC BASE r 1 / `. _ SINK LOCATIONS CUT TO FIT I a 1 I 1 } r _ I —r1T----rr' —71 1 i I I I I i�i I I I 2x6 x 48" TREATED / __ - REF GA3 FOR TYPE + 1 i } f /1 I I WOOD BLOCKING �`� WALK-IN PANEL .. . . STARTING 12" AFFlimmill I — -- \ OF BLOCKING BY OWNER II 1 CHECKED BY: �WALK-IN DOOR J-MOLD VERTICAL GYPSUM BOARD 1/2" SUBSTRATE FASTENED TOII el DRAWN BY: PO BY OWNER CONTROL OF CONTINUOUS SEALANT BETWEEN FINAL REF FACE WALK-IN BOX SPECIFICATIONS REFGA1 ANDGA1.1FOR WALL G FINISH AND WALK-IN PANEL PARTITION FILE NAME: 150- A042 PROTO CYCLE: 012712 DETAIL AT BOTTOM OF DETAIL AT WALK - IN WALL JOINT VERTICAL GYPSUM BOARD BLOCKING AT DOCUMENT DATE: 041012 WALK - IN REACH - IN DOORS REACH - IN DOORS AT WALK - IN CORNERS JOINT AT WALK - IN CORNERS WALL MOUNTED HAND SINK 8 3"=1'-0" 012712 C\GA042-008-F 3"=1'-O" 012712 C\GA042-007-F 6 1 1/2"=1'-0" 102811 C\GA042-006 1 1/2"=1'-0" 102811 C\GA042-005 4 1 1/2" = 1'-O" 102811 C\GA042-004 GROCERY PROTO: 150 2" VERTICAL MESH TAPE OVER 4" VERTICAL 2" VERTICAL MESH TAPE 2" HORIZONTAL MESH BUILDING TAPE ON ALL FULL HEIGHT OVER BUILDING TAPE OVER BUILDING VERTICAL CORNERS TAPE WITH 1" OVERLAP TAPE WITH 1" OVERLAP 2" VERTICAL MESH TAPE 2" VERTICAL MESH TAPE FULL HEIGHT OVER BUILDING OVER 4" VERTICAL BUILDING TAPE OVER TAPE WITH 1" OVERLAP BUILDING TAPE ON ALL GLASS-MAT BACKER VERTICAL CORNERS MATERIAL 1/2" GLASS-MAT �� li'; BACKER MATERIAL ®frt1��ill% ;:',;;;.,;,,,,::,_�„ • ,f 4 #�� , `,iI'-EII�I33}33t r� w , N •�;, GLASS-MAT .� /2 GLASS-MAT BACKERMATERIAL F•- •. ` , { �...2 ttz6. �, 1:- j: _�Nli ifis,I4it1{ S r fl�ili;� 1 " �, ...�•r. c :: BACKER f: s Iil} 11 jt r ��'�1,�y��,•,o�, > .�Do••'� •'i•. •.• �� }I�illf t(,�iil}. , tr t litl .lit�ll f! .,;i �4 �� ' MATERIAL �� .,«;� 4f ttl►t ,.; 3.,11 4{`1.1 7 1/2 H SANITARY COVE BASE ;! ,I }itl'!`I It WALL FINISH AS SCHEDULED WALK-IN PANEL <�, ps tea;,•.., �,�.;•:./:i:: WALL TILE 3 t j;l 1 i( t ii1 ',,l11'llll ;oil•r ,,iii / '-,` :• �, <,.,.�.,...;�,:• : '► 11 I III REF SPECIFICATIONS • t.I.tf ` '•�••�'•�•�� `/ REF SHEET A7 FOR SIZE AND COLOR �~ 'Ili ft'i'Iill'' I 'i r 111 4ff'' 11''4, ' 'i: �� t t �IlI 1! : ...- iI } 1;1' 3 til i}! '" i ' III,111 11} 0 II4 4't 1I iiil' TILE THINSET at'i; �' k k / %;X k PREFABRICATED REFAB ICATEDCORSIDE ...„...4. , 2» SELF-ADHESIVE ® _ i k k k k kAND �� 1111111 ! FIBERGLASS MESH TAPE ., H''';: :• ..:.-.i- -� k Xik REF SPECS � STEEL TRACK OVER BUILDING TAPE k " k- ,� ! le: 7 1/2 H SANITARYNitk k: k {b Cln,S M.RF�..A1/2" OVERLAP 7"H GLASS-MAT 1/2" OVERLAP INSTALL WALL TILE ON TOP R�F SPECIFICATIONSVE BASE kx/ REF I SPECS TARY oYP VE BASE ♦ wINSIDE CORNER BACKER MATERIAL AT OUTSIDE CORNER • kx /OF 6"H GLASS-MAT k C� P 0. 3456TILE CONDITION ONLY \ k , '� j 1 j END CAP _ 'FDA b 1/2" GLASS-MAT BACKER MATERIAL CONCRETE FLOOR ` ,I I� REF SPECS w_;ti�ti , hS. BACKER MATERIAL TAB (TYP) - Q WALL FINISH t! ; N( 1/2" GYPSUM BOARD AS SCHEDULED . R 11: . . II s. �`�3 • METAL STUD UNO 2" SELF-ADHESIVE FIBERGLASS t , CONTINUOUS a MESH TAPE OVER BUILDING TAPE ► SEALANT • L� BUILDING TAPE \\ 11 I� BOTTOM STUD • 1 o REF SPECS WALL TRACK �� Z BASE 1• �// r -.- / CONCRETE FLOOR METAL STUD - REF FINISH SCHEDULE z `�`— ;� SPLICER GROCERY \ 7 HIGH GLASS-MAT t, - BOTTOM STUD WALL TRACK :I� 7 HIGH 1/2 GLASS-MAT BACKER BACKER MATERIAL BUILDING TAPE (9 ) REF SPECS WALL MATERIAL AT TILE CONDITION ONLY REF SPEC SECTION 09655 7i.0 BUILDING TAPE (4 ) DETAILS 4" H GLASS-MAT o SANITARY COVE BASE ADHESIVE AT BACK NOTE: REF SPEC SECTION 09655 NOTE: BACKER MATERIAL in o QAND BOTTOM OF BASE ASSEMBLY OVER WALK-IN PANELS AT REF INSTALLATION TRIM HORIZONTAL EXTENDED FLANGE PER SPECIFICATIONS SIM CONDITION INSTRUCTIONS FOR Q SEALANT OF MECHANICAL \ OF BUILDING TAPE TO 1" WIDE in I �. ` SANITARY COVE BASE AT CERAMIC TILE SANITARY COVE BASE OVER NRP/STAINLESS STEEL SANITARY COVE BASE OVER WALK-IN PANEL FASTENERS o� NON PREP AREA SECTION PREP AREA NOTES: SANITARY COVE - WALL DETAIL SANITARY COVE BASE DETAILS 1. CONDITIONS SHOWN ARE FOR NEW CONSTRUCTION. PARTITION AND SUBSTRATE ABOVE 12" AFF MAY VARY AT EXISTING PARTITIONS. 2. TRIM EXCESS BUILDING TAPE FROM PROJECTING HORIZONTAL FLAP PRIOR TO INSTALLATION OF BASE. BASE ACCESSORY DETAILS 63. REF 3-GA4.2 FOR ADDITIONAL INFORMATION AT INSIDE AND OUTSIDE CORNERS. '--.. 1 1/2"=1'-0" 062411 C\GA042-003 3"=1' -0„ 102811 C\GA042-002 4. USE FASTENERS AND ACCESSORIES PROVIDED AND INSTALL SANITARY COVE BASE PER MANUFACTURERS INSTRUCTIONS. 3"=1'-0” 012811 C\ga042-001 SHEET: cA4. 2 N r� i GENERAL NOTES '� ° •s Z Q) E w 1. PROPER INSTALLATION OF JOINT SEALANTS IS 2 o CRITICAL TO MEETING WALMART QUALITY m 8 ASSURANCE STANDARDS. PROVIDE SEALANTS ►- IN ACCORDANCE WITH DRAWINGS AND41111141C a SPECIFICATIONS. L REFERENCE SECTION 07900 FOR a SEALANT SCHEDULE X 0 ,,- U) " uJ M m 2. ALL JOINTS BETWEEN DISSIMILAR MATERIALS W LIJ SHALL BE SEALED AS REQUIRED FOR A l) COMPLETE AND PROPER INSTALLATION, COLL REGARDLESS OF WHETHER SHOWN ON THE N Q DRAWINGS OR INDICATED IN THE CatiR II.co co SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR N SCHEDULED SHALL BE SEALED WITH SEALANTS ~ N CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR • THE SPECIFIC APPLICATION N oar 0 ix U) 06p, <2 WO L`z< 3. INTERIOR SEALANTS USED IN FOOD 0 L2-- ..-*ov, 2y1 PREPARATION AREAS SHALL MEET THE Lui- s<<`` W�vi<0(., REQUIREMENTS FOR USE IN USDA REGULATED a` aoocos��woaw FACILITIES O txtj oLd. ,10>-z0gar L.L. CnUW*KU0ZOocri OFaW~W2 Z 3U<zu-3, ,V�pO�C 4. SOME DETAILS LOCATED ON THIS SHEET MAY o Wiz oN Jaz oZ NOT BE USED OR REFERENCED ►= 2v..E.") =Zo4-azoza a , ma41c2aOg2FQe zziC~"wFwc,„,s6,n 5. REF A7 FOR FINISH SCHEDULE Ezz Pn� v�-'owo'`' d nui`"N�NooV.aozwawwto C �Soo)zS_ ,au,aocaF- G1 0 0 rn o_ CLOSURE 611.1 ur tri li a PANEL " v EdZ58 1NZo w-- 1/2" MAX OVERLAP PANELRE OVERLAP cn .... }E g_ a FASTENER TYP TYP z - W u U f cn U K z# TYP 1" MAX ` J ( o Q W m ` FRONT ' r ; FASTENER AT >` m o FASTENER \ . PARTITION f 1 o ca 0 REFRIGERATED \ REFRIGERATED 1/2" MAX REFRIGERATED . 0 PANELCLOSURE CASE `\\ ,-REFRIGERATED CASE Z FASTENER AT CASE �' PARTITION OR �\ (mow CASE o CASE Zo WALL % \_L - PARTITION OR u % WALL b I Z SECTION AT TOP OF ¢ PLAN AT CASES PLAN AT REAR OF CASE O 0 0 CASE AND WALL _ AND WALLVD © © , `- WI- 1" 0 1" NOTE: REF GA2 AND GA2.1 FOR LOCATION 0 % CD CLOSURE —4--- OVERLAP CLOSURE OVERLAP OF PIPE REQUIRING COVER L1 PANEL PANEL TYP 1/2" MAXIF T FRONT 1" MAX TYP -T" o 1/2" MA1 IX N >•-+-� FASTENER FASTENER FASTENER AT _tea r FRONT L.0 P4 �p ( I I ` I CLOSURE PARTITION a Q O Iii I I I I PANEL REF PLUMBING 1/8" BENT STEEL Z PARTITION OR 1/2" REFRIGERATED 1/2" MAX MAX CASE FOR LOCATION OF �� PLATE 96"H PAINT FASTENER FASTENER AT REFRIGERATED PIPE WALL - TO MATCH COLUMN E = LU CASE CASE PARTITION ORLf 3/4" TEK SCREWS Cg M WALK-IN WALL PARTITION OR / / w o PANEL WALL ,� COLUMN PER AT 24 OC MAX r.� }— c PLAN EACH SIDE (n PLAN AT WALK-IN PLAN AT FRONT OF PLAN AT FRONT OF CASE 1,--4 CASE AND WALL AND END OF WALL a los E-4 w CLOSURE PANEL DETAIL NOTES: PROVIDE GALVANIZED CLOSURE PANELS AT ALL VERTICAL GAPS AND AT ALL HORIZONTAL PIPE COVER DETAIL NOT USED GAPS 52" OR LOWER AFF BETWEEN REFRIGERATED CASE, WALLS, AND/OR EQUIPMENT. z 3/4"=1'-O" 102811 C\GA050-013 PROVIDE STAINLESS STEEL CLOSURE PANELS LOCATED IN PREP AREAS. 1 1/2"=1'-0" 051009 C\GA050-012 REF GA1 AND GA1.1 FOR ALL PARTITION TYPES AND LOCATIONS . ,..„0 ISSUE BLOCK y7" y 'I #4 REBAR (TYP) i \ 16" x 16" x 1/2" STEEL TOP PLATE o) » REFRIGERATION PIPING POSITIONING TABS U 1 co STEEL BOLLARD WITH INSULATION WRAPPING (SEE BASE SUPPORT DETAIL) 4 P OUTSIDE FACE r--*-' REF PLANS FOR LOCATION REFRIGERATION OF FREEZER --Y ELECTRICAL CONDUIT FA WELD BOLLARD BASE TO TOP . 3/8" x 4" HEADED ANCHOR ATTACHED �„� OF BOLLARD MOUNTING PLATE TO UNDERSIDE OF MOUNTING PLATE SIDE VIEW WITH 5/16" CIRCULAR WELD TOP VIEW MOUNTING PLATE STOCKROOM �, WALK-IN 16" x 16" SQUARE BOLLARD BASE REFRIGERATED CASE 16" x 16" x 1/2" STEEL TOP PLATEI. PLATE, POSITION LOWER PLATE / 4,000" WITH POSITIONING TABS AGAINST x3/8" x 4" HEADED ANCHOR �_ J...- "" / PAN HEAD SHEET METAL BASE SUPPORT WOOD BLOCKING X REF 8-GA5 JSCREWS AT 12" OC 1 1/4" x 1 1/4" x 1/8" STEEL ANGLE 1 REF SPECS WALK-IN PANEL 2�� CHECKED BY: A122 BOTTOM OF JOIST SIDE VIEW - MOUNTING PLATE AND BASE - FREEZER FLOOR /� • 25 GAUGE SS OR • ALUMINUM TRIM WITH ,� I \ DRAWN BY: I` PAINT HORIZONTAL MIN 1/4" RADIUS 3 1'-O" .,, 74""%.......-*.---4 HUB DRAIN REFRIGERATION LINES AND ' .1 C° �` FILE NAME: 150-GA050 -• SUSPENSION SYSTEM TO COVED EDGE .I' �� \ w� \ WHEN REQUIRED _ REF PLUMBING PROTO CYCLE: 012712 \N O I C1 MATCH STRUCTURE; 2" x 3/8" STEEL SUPPORT FRAME 41 ,� �, _., o \ :// TERMINATE IN A CLEAN CONTINUOUS SEALANT AT \ a- CO �`' MANNER 3" BELOW TOP OF TOP AND BOTTOM OF TRIM o \ 6„ DOCUMENT DATE: 041012 ELBOW z 2" X 3 1/2" POSITIONING TABS \ w x 6 SEALED \Li, / CONCRETE CURB FINISHED FLOOR T BOLLARD MOUNTING PLATES \ �` REF 5-GA5 .•• . N 1 1/4" x 1 i/4" x 1/8" STEEL ANGLE \ USED FOR INTERIOR OF LEAVE GAP AT DRAIN GROCERY PROTO: 150 PAINT TO TRANSITION LINE 1.____r FREEZERS ONLY •• DO NOT PAINT BELOW THIS ', NOTE: ENTIRE MOUNTING PLATE ) - LINE ASSEMBLY IS FABRICATED BY PLAN VIEW - BASE SUPPORT PLATE MOUNTED _., .:_:. CASETRIM DETAIL THE VENDOR PRIOR TO DELIVERY REFRIGERATION DROP LINES 8 BOLLARD MOUNTING PLATE BOLLARDS AT FREEZER CURB /FUNNEL DRAIN 1 0 1 1/2"=1 -0 051009 GA050-010 AT SERVICE CASE 3/4"=1'-0" 052810 C\GA050-008 3/4"=1'-0" 052810 C\GA050-007 6 1"-l'-0" 102811 C\GA050-006 9 3"=1'-O" 012712 C\GA050-009-f NOTE: SEALED CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, NOTE: SEALED CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, NOTE: SEALED CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, WALK-INS, ETC ARE IN PLACE, USING FACE OF WALL OR WALK-1N PANEL WALK-INS, ETC ARE IN PLACE, USING FACE OF WALL OR WALK-IN PANEL WALK-INS, ETC ARE IN PLACE, USING FACE OF WALL OR WALK-IN PANEL AS SIDE FORM AS SIDE FORM AS SIDE FORM REF 5-GA5 FOR WATERPROOFING REF 5-GA5 FOR WATERPROOFING REF 5-GA5 FOR WATERPROOFING REF PLAN FOR BOLLARD AND MOUNTING PLATE LOCATIONS REF PLAN FOR BOLLARD AND MOUNTING PLATE LOCATIONS REF PLAN FOR BOLLARD AND MOUNTING PLATE LOCATIONS . -$SD 41470 STEEL BOLLARD STEEL BOLLARD D00 OPENING WIDTH + 1'-4" DOOR 6" ,Nye �' REF FIXTURE REF PLANS FOR / / / (J CHRIS M. RHEA t.j PLANS FOR 6"Wx6"H CONCRETE CURB \ STEEL BOLLARD TYPE AND SIZE OPENING ra4C'3 TYPE AND SIZE WHERE SHOWN ON PLAN REF PLANS FOR TYPE �i NO. 3,. .4459 y 1'-0" REF 5-GA5 6" AND •SIZE .� • • :: :O::N :ALANT ,i' / TYP 10 / WALK-IN AND DOORo EQUALEQUA WALK-IN KS2 _ / / EXTERIORWHERE APPLICABLE TYPE WALK-IN EXTERIOR �, i BY OWNER 8 6-GA5 - d r"- , off- ---- ----- — -- ------- t 6"x6" SEALED CONCRETE _ J fi�� • �,� ____ ,____ __i_!�_ + _ � _ q\' CURB WITH A SMOOTH 1,. \ i�IIi- ®�� co >- HAND TROWEL FINISH WALK-IN INTERIOR - a_\ '�0 2„ - \ 6" x 6" SEALED CONCRETE CURB 6" x 6" CONCRETE CURBS` WALK-IN TY' 15 MIL VAPOR „r REF 5-GA5 AND FLOOR PLANS REF 5-GA5 AND FLOOR INTERIOR ip a -^ ANDBARRIER AT FLOOR WALL 2„ P-0"1, TYP I FOR EXACT LOCATION PLANS FOR EXACT LOCATION 1'-0" 1'-0" O r / TYP —1 r- 1 -0STEEL BOLLARD STANDARD WALK-IN PANELS AND GROCERY v) r p #4 x 6" AT 24" OC WALK-IN BOX WALL l'.-0" 1 -0 „ r I a AND DOOR BY OWNER— PLASTIC TRANSITION STRIP DETAILS MOUNT AT COOLER DOOR BY OWNER 3/4" X 3" (KORLYTE) L____________HUB DRAIN PLATE MOUNTED AT FREEZERS STEEL BOLLARD STANDARD AT PERIMETER OF FREEZER (-xi- REF PLUMBING 3/4" X 3" (KORLYTE) PLASTIC REF 7-GAS MOUNT AT COOLERS REF 5-GA1.2 REF 6-GA5 TRANSITION STRIP AT CONT JOINT FILLER, BOTH SIDES PLATE MOUNTED AT FREEZERS PERIMETER OF FREEZER REF 8-GA1.2 REF 7-GA5 CONT JOINT FILLER, BOTH SIDES REF 5-GA1.2 REF 8-GA1.2 Q CONTINUOUS SEALANT ROLL- DOWN SINGLE ACTING SLIDING up ,t. .. CURB DOOR AT WALK - IN DOOR AT WALK - IN DOOR AT WALK - IN 1"=1'-0" 102811 C\GA050-005 NOT USED 4 1/2-.1,-0- 102811 C\GA050-003 1/2"=1'-0" 102811 C\GA050-002-F 1/2"=1'-0" 102811 C\GA050-001-F 3 N SHEET: 10 GA5 N r 2 diegl NI.:I SPECIAL INSPECTIONS REQUIRED o No SPECIAL INSPECTIONS AS REQUIRED BY SECTION 1704 m Si OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE: c, I< 1- PERIODIC SPECIAL INSPECTIONS: ^/ a �.i� N up W 1. STEEL - REFER TO SPECIFICATION 05120 GENERAL NOTES LL > V < 2. STEEL JOISTS AND JOIST GIRDERS - REFER TO SPECIFICATION 05210 to LL n 0 3. STEEL DECK - REFER TO SPECIFICATION 05300 ' a 1.0 GENERAL 4. CONCRETE - REFER TO SPECIFICATION 03310 AND 03312 1.1 STEEL FRAMING IS NON-SELF SUPPORTING AND REQUIRES INTERACTION WITH OTHER ELEMENTS NOT CLASSIFIED AS STRUCTURAL STEEL TO CO F N co PROVIDE THE REQUIRED STABILITY AND RESISTANCE TO LATERAL FORCES. 1.2 THE STEEL FRAMING AND ALL CONCRETE AND CMU WALLS SHALL BE TEMPORARILY BRACED UNTIL ALL STEEL BRACING, FLOOR AND ROOF 5. MASONRY - REFER TO SPECIFICATION 04200 DECKS, AND CONCRETE AND CMU WALLS HAVE BEEN INSTALLED AND ALL CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. 6. ELECTRICAL - INSPECTIONS DURING THE INSTALLATION OF ANCHORAGE OF 1.3 THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR � " of eto Ngo ALL ELECTRICAL EQUIPMENT FOR EMERGENCY OR STAND BY POWER SYSTEMS. MECHANICAL, ELECTRICAL AND PLUMBING WORK. w 4 0z2 zwp€wo3 W o PDre <Sow g 7. RACKING - INSPECTIONS DURING ANCHORAGE OF STORAGE RACKS 8 FEET OR 2.0 FOUNDATIONS AND SLABS-ON-GRADE 14j< oogoo"w-z<Nw GREATER IN HEIGHT. 2.1 FOOTING DESIGNS ARE BASED ON A NET SOIL BEARING PRESSURE OF 3000 PSF. p zH*<<<"�wo Fzo� 2.2 THE CONTRACTOR MUST READ THE SOILS REPORT AND BE THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. L.4. a0 }}z,-°1- �o„�R 8. SEISMIC - INSPECTIONS DURING THE ERECTION AND FASTENING OF EXTERIOR 2.3 THE BUILDING PAD WILL INCLUDE, BUT NOT BE LIMITED TO THAT WHICH IS PRESENTED IN THE "FOUNDATION SUBSURFACE PREPARATION" Z 3v-�8 �^6rc rc a�:< CLADDING, INTERIOR AND EXTERIOR NON-LOAD BEARING WALLS, AND VENEER. DESCRIPTION. THE "FOUNDATION SUBSURFACE PREPARATION" SHALL GOVERN OVER DISCREPANCIES OR OPTIONS NOTED IN THE SOILS REPORT. P iwwa mol voio5o¢rczz O w 2.4 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 16" BELOW ADJACENT FINISHED xzgoBUxWU>.wzUw CONTINUOUS SPECIAL INSPECTIONS: GRADE OR FROST DEPTH, 18 WHICHEVER IS DEEPER. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16 INCHES (UNO). o0W a`iow L4wzm D_ owz bowir_40<0> 2.5 STANDARD PROCEDURES OF FROST PROTECTION FOR FOUNDATIONS AND EXCAVATIONS SHALL BE EMPLOYED FOR WINTER CONSTRUCTION. v~i S'EIoPtiTALet'E0.6`El.1 BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOUNDATIONS FROM FROST. 1. CONCRETE - REFER TO SPECIFICATION 03310 AND 03312 2.6 SLABS-ON-GRADE ARE UNREINFORCED CONCRETE UNLESS NOTED OTHERWISE. FOUNDATION SUBSURFACE PREPARATION 2. MASONRY - REFER TO SPECIFICATION 04200 2.7 PROVIDE SAW CUT JOINTS AT 10'-0" OC MAXIMUM SPACING UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS. 2.8 PROVIDE (2) #4 BAR, 4'-0" LONG DIAGONALLY IN TOP OF SLAB AT REENTRANT CORNERS. 3. POST-INSTALLED ANCHORS - REFER TO SPECIFICATION 05090 2.9 "CJ" INDICATES SAW CUT CONTRACTION JOINT IN SLAB-ON-GRADE, "CONST Jr INDICATES DOWELED CONSTRUCTION JOINT IN SLAB-ON-GRADE. LIMITS OF WORK: UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE PROJECT PLANS AND/OR REF. SPECIFICATION SECTION 03312. SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF 2.10 TRUCK DOCK RAMP SHALL BE 6" CONCRETE REINFORCED WITH #4 BARS AT 16" OC, EW PLACED 2" FROM TOP OF SLAB. PROVIDE THE SITE DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND ALL APPURTENANCES UNLESS THE CONTRACTION JOINTS AT 15'-0" MAX. REF SPECIFICATIONS 03310 FOR SLUMP AND AIR CONTENT, TRUCK DOCK SUBRGADE PREPARATION AND LIMITS NEED TO BE EXTENDED AS REQUIRED BY THE DESIGN OF THE AGGREGATE PIER IMPROVEMENTS. OBASE COURSE MATERIAL SHALL BE THE SAME AS FOR THE HEAVY DUTY PAVEMENT. HEREIN, APPURTENANCES' (REFER TO DRAWING SP1) REFERS TO THOSE ITEMS ATTACHED TO THE BUILDING 2.11 NOT USED. 1 PROPER, TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, GARDEN 161 NTS 073109 s0-007_IBC 2.12 HORIZ BARS IN FOOTINGS AND CONCRETE STEM WALLS SHALL BE CONTINUOUS. PROVIDE CORNER BARS AT ALL CORNERS AND CENTER DRIVE-THRU AND RACKS, PORCHES, RAMPS, STOOPS, TRUCK LOADING WELLS/DOCKS, CONCRETE INTERSECTIONS UNO. REF CORNER BAR DETAIL. APRONS, COMPACTOR PAD, AUTOMOTIVE CENTER, ETC. THE BASE AND THE VAPOR BARRIER, WHERE 2.13 FOUNDATION WALLS SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT D REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND APPURTENANCES. THE BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. Z PRELOAD LIMITS EXTEND ONLY 5 FEET BEYOND THE BUILDING AND APPURTENANCES. 2.14 FOUNDATION PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. PENETRATIONS SHALL BE THROUGH o FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. REF 14-S2 FOR FOOTING STEP DETAIL. REF 18-S2.1 FOR ROOF DRAIN FDN PENETRATIONS. CLEARING AND STRIPPING: EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW-GRADE STRUCTURES 2.15 TEMPORARY TRUCK ENTRANCE FOR SLAB PLACEMENT IS ASSUMED AT GRID G.8 OR J. SEE 12-S2.2 FOR WALL OPENING DETAIL IF TEMPORARY SHALL BE REMOVED FROM THE LIMITS OF WORK. TOPSOIL SHALL BE STRIPPED TO A DEPTH OF 6 INCHES ENTRANCE IS TO BE LOCATED IN A CMU WALL. BELUNSUITABLE EXISTING THE BLE AREASWITH OFROLL THE DNATIVE SUBGRADE. DESIGN LOADS SATISFACTORY FILL MATERIALALL CLEARINGAND STRIPPING SHALLREPLACE 3.0 CONCRETE AND REINFORCING STEEL COMPLETED IN ACCORDANCE WITH SPECIFICATION SECTION 02300. 3.1 MINIMUM COMPRESSIVE STRENGTH (F'c) AT THE END OF 28 DAYS SHALL BE AS FOLLOWS: .-1 A. STRUCTURAL CAST-IN-PLACE CONCRETE 3,000 PSI SPECIFICATION SECTION 03310 ABBREVIATION LEGEND CUTTING AND FILLING: THE EXPOSED NATIVE SUBGRADE SOIL SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. ORGANIC-RICH SOILS (OVER 3 PERCENT 1. CODE IBC B. EXTERIOR CAST-IN-PLACE CONCRETE SLABS C. INTERIOR CAST-IN-PLACE CONCRETE SLABS REF SPEC SPECIFICATION SECTION 03310 3,500 PSI SPECIFICATION SECTION 03312 0 O ORGANICS BY DRY WEIGHT) SHOULD NOT BE RE-USED AS SATISFACTORY FILL MATERIAL. ESTABLISH AN 2. GRAVITY LOADS D. COMPACTOR PAD 5,000 PSI SPECIFICATION SECTION 03310 0 0 ABBR DEFINITION 'INTERIM SUBGRADE" BY PLACING AND COMPACTING A MINIMUM OF TWO FEET OF CRUSHED AGGREGATE BASE FOR ALL OTHER CONCRETE PROPERTIES REFER TO SPECIFICATIONS. n AB ANCHOR BOLT COURSE MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION 02300. THE INTERIM SUBGRADES SHALL A. DEAD LOADS-ROOF MAX MIN 3.2 DOCK WALLS EXPOSED TO FREEZE/THAW CYCLES SHALL BE 3500 PSI AIR ENTRAINED CONCRETE. V Ln p BE CAPABLE OF SUPPORTING CRANES AND HEAVY EQUIPMENT. -ROOFING INSULATION 6 PSF 6 PSF rr) e 3.3 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A 615, DEFORMED BAR, GRADE 60 OR ASTM SPECIFICATION A 706, DEFORMED BAR, ACI AMERICAN CONCRETE INSTITUTE AND METAL DECKL O AFF ABOVE FINISHED FLOOR GRADE 60. REF SHEET S4 FOR LAP SPLICE LENGTHS UNO ON DETAILS. � � GY. AGGREGATE PIERS: INSTALL AGGREGATE PIERS WITHIN THE LIMITS OF WORK, AT A MINIMUM, AS SPECIFIED IN -JOIST 3 PSF 3 PSF 3.4 REFER TO ACI 318 FOR CONCRETE COVER, ACI 315 FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 FOR STANDARD PRACTICEa' AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION THE AGGREGATE PIER SPECIFICATIONS 02360 AND THE AGGREGATE PIER PLANS. THE AGGREGATE PIER -MECH, ELEC, PLUMBING, SPRINKLERS AND 8 PSF 4 PSF 0 6 - AISI AMERICAN IRON AND STEEL INSTITUTE FOR MIXING AND PLACING CONCRETE. 0 IMPROVEMENT AREA MAY EXTEND BEYOND THE LIMITS IMPROVEMENT AS DETERMINED BY THE AGGREGATE MERCHANDISE ________ _____-___ _-__ 3.5 LEAN CONCRETE - MIN 2 1/2 SACKS PORTLAND CEMENT PER CUBIC YARD. z ARCH ARCHITECTURAL PIER CONTRACTOR DESIGN. AGGREGATE PIERS MUST PROVIDE A MINIMUM NET ALLOWABLE BEARING - ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS PRESSURE OF 3,000 PSF AND A MAXIMUM TOTAL AND DIFFERENTIAL SEISMIC INDUCED SETTLEMENT OF 2 TOTALS 17 PSF 13 PSF Q W 4.0 STRUCTURAL STEEL AWS AMERICAN WELDING SOCIETY INCHES. MAXIMUM TOP ELEVATION OF THE FINISHED AGGREGATE PIERS SHALL BE A MINIMUM OF 2 FEET - �� B. LIVE LOADS 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: R4 p BFF BELOW FINISHED FLOOR BELOW THE BOTTOM OF FOOTINGS AND FLOOR SLABS. FOLLOWING COMPLETION OF AGGREGATE PIER o SPECIFICATION YIELD ASTM BL BLOCK LINTEL INSTALLATION, THE SURFACE SHALL BE STRIPPED OF DISTURBED AND LOOSE SOILS TO RE-ESTABLISH THE 1. ROOF 20 PSF MIN OR SNOW LOADI- o(n -1 BM BEAM INTERIM SUBGRADE IN ACCORDANCE WITH THE SPECIFICATION SECTION 02300. 2. PONDING 22 PSF REF JOIST DIAGRAMS A. WIDE FLANGE STEEL SHAPES: 50 KSI A 992 BO BOTTOM OF B. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SHAPES: 46 KSI A 500 GRADE B 0 r""-I SETTLEMENT MONITORING PLATES: INSTALL A MINIMUM OF 12 SETTLEMENT PLATES ON THE INTERIM p� BOS BOTTOM OF STEEL C. SNOW LOAD C. ROUND HOLLOW STRUCTURAL SHAPES: 42 KSI A 500 GRADE B &14SUBGRADE AS SHOWN ON THE PLANS IN THREE EQUALLY SPACED ROWS ACROSS THE BUILDING AREA. THE D. STRUCTURAL STEEL PIPE: 35 KSI A 53 TYPE E, GRADE B w BRG BEARING 1. IMPORTANCE FACTOR (I) 1.0PCI SETTLEMENT PLATES SHALL BE SURVEYED ON A WEEKLY BASIS BEGINNING AT THE TIME THE PLATES ARE E. BARS, PLATES, CHANNELS, ANGLES, AND ANCHOR BOLTS: 36 KSI A 36 (UNO) CJ CONTRACTION JOINT0.9 SNOW EXPOSURE FACTOR (Ce) 2. F. HEADED STUD ANCHORS: 50 KSI A 108 (GRADE DESIGNATIONS 1010 TO 1020 INCLUSIVE INSTALLED. SURVEY DATA SHALL BE SUBMITTED TO THE CML ENGINEER CONSULTANT (CEC) AND THE ) CL CENTER LINE 3. ROOF THERMAL FACTOR (Ct) 1.04.2 BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A 325-N HIGH-STRENGTH BOLTS, UNO. ALL BOLTED Z CLR CLEAR GEOTECHNICAL ENGINEER CONSULTANT (GEC) ON A WEEKLY BASIS. 4. GROUND SNOW LOAD (Pg) 25 PSFw CMU CONCRETE MASONRY UNIT 5. FLAT ROOF SNOW LOAD (PO 25 PSF CONNECTIONSALARE BEARING TYPE. ALL UCTURBOLTS SHWEALL BE TIGHTENED SNUG TIGHT, UNO. ALL BE 70 KSI LOW HYDROGEN SUBFLOOR DRAINAGE LAYER: FOLLOWING INSTALLATION OF THE SETTLEMENT MONITORING PLATES, PLACE ( ) 4.3 WELDING SHL MEET ANSI/AWS D1.1 STRAL L . ELH . CD COL COLUMN AND COMPACT 18-INCH THICK LAYER OF SUBFLOOR DRAINAGE AGGREGATE IN ACCORDANCE WITH 6. OWNER DIRECTED SNOW SURCHARGE LOAD 0 PSF 4.4 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED CONCONCRETE SPECIFICATION SECTION 02300 AND INSTALL PERFORATED DRAIN PIPES AND HEADER TIGHTLINE PIPES AS ON THE CONTRACT DOCUMENTS. COND CONDENSER UNIT SHOWN ON THE DRAWINGS. TOTAL DESIGN ROOF SNOW LOAD 25 PSF 4.5 PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. ISSUE BLOCK CONST CONSTRUCTION 4.6 PROVIDE 1 1/2 INCH NON-SHRINK GROUT UNDER BASE PLATE AFTER ERECTION EXCEPT USE 2 1/2 INCH NON-SHRINK GROUT WHEN COLUMN CONT CONTINUOUS 3. LATERAL LOADS DIA DIAMETER BUILDING PAD: FOLLOWING INSTALLATION OF THE SUBFLOOR DRAINAGE LAYER, PLACE AND COMPACT ANCHOR BOLTS ARE 1 1/4 INCH DIAMETER OR .LARGER. EDC ELECTRICAL DISTRIBUTION CENTER SELECT FILL MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 02300. ESTABLISH THE SURFACE OF A. WIND LOADS 4.7 PROVIDE L5x3x1/4 (LLV) FIELD-FABRICATED FRAME BETWEEN. JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10", UNE, (INCLUDING ROOF EIFS EXTERIOR INSULATION AND FINISH SYSTEM THE LIMITS OF WORK TO THE 'FINAL SUBGRADE" ELEVATION. A MINIMUM 24 INCHES OF SELECT FILL IS 1. BASIC WIND SPEED (3-SECOND GUST) 95 MPH DRAIN AND EXHAUST FAN OPENINGS). REQUIRED UNDER FOOTINGS ANDA MINIMUM 20 INCHES OF SELECT FILL IS REQUIRED UNDER FLOOR SLABS. 2. IMPORTANCE FACTOR (I) 1.5 EJ EXPANSION JOINT 4.8 PROVIDE 1/2"x6"x0'-10" BEARING PLATES WITH (2) 1/2" DIAx0'-5' HEADED STUD ANCHORS FOR STEEL BEAMS BEARING UPON MASONRY, EL ELEVATION - THE BUILDING PAD SHALL THEN BE PRELOADED, AS SHOWN ON THE PROJECT PLANS. THE NET SURCHARGE 3. EXPOSURE CATEGORY C UNO. FILL CELLS BELOW WITH GROUT AND PROVIDE (2) #6 VERTICAL REINFORCING BARS WITH DOWELS FROM FOUNDATION, UNO. FROM THE PRELOAD SHALL BE AT LEAST 250 POUNDS PER SQUARE FOOT. THE PRELOAD SHALL REMAIN ELEC ELECTRICAL - UNTIL SETTLEMENT IS COMPLETE ACCORDING APPROVAL FROM THE CEC AND GEC. FOLLOWING APPROVAL, 4. VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) 0.91 EQ EQUAL REMOVE THE PRELOAD TO ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB, 5. INTERNAL PRESSURE COEFFICIENT (GCpi) 0.18 5.0 STEEL JOISTS AND JOIST GIRDERS - EW EACH WAY BASE, AND SUBBASE MATERIAL. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED 6. WIDTH OF EDGE ZONE FOR JOISTS (a) 14 FT 5.1 HANGERS SUPPORTING MECHANICAL EQUIPMENT FROM JOIST CHORDS SHALL BE LOCATED WITHIN 3 INCHES OF JOIST PANEL POINTS OR JOIST FDN FOUNDATION SLAB THICKNESS. 7. WIDTH OF EDGE ZONE FOR JOIST GIRDERS (2h) 42 FT SHALL BE REINFORCED PER JOIST REINFORCING DETAIL. HANGER LOADS GREATER THAN 150 POUNDS SHALL NOT BE ATTACHED TO THE FF FINISHED FLOOR EDGE OF CHORD ANGLES AND SHALL BE CENTERED ON JOIST CHORD. FS FAR SIDE FOUNDATION SYSTEM: THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND B. DESIGN WIND PRESSURE (DOES NOT INCLUDE LOAD COMB. FACTOR) 5.2 JOISTS AND JOIST GIRDERS SHALL RESIST THE NET UPLIFT PRESSURE ON ROOF SHOWN IN THE DESIGN LOADS. - FTG FOOTING CONTINUOUS SPREAD FOOTINGS AT WALLS. THE MAXIMUM ALLOWABLE STATIC BEARING PRESSURE SHALL BE 1. WALLS (BASED UPON 100 SQ FT) 5.3 SPECIAL JOISTS AND JOIST GIRDERS THAT REQUIRE SPECIFIC ORIENTATION SHALL BE TAGGED AT ONE END. DEFINE LOCATION OF TAGGED GA GAGE 3,000 PSF. INTERIOR ZONE 18 PSF END ON ERECTION DRAWINGS. GC GENERAL CONTRACTOR CORNER ZONE 21 PSF 5.4 DIAGONAL BRIDGING SHALL BE PROVIDED BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD HORIZONTAL BRIDGING IS DISCONTINUOUS. PARAPETS 31 PSF - 5.5 JOIST MANUFACTURER SHALL DESIGN THE COMPRESSION CHORD OF ALL JOISTS SUPPORTING ROOF TOP UNITS, SKY LIGHTS, AND OTHER GYP GYPSUM BOARD BASE AND SUBBASE: THE 4" THICK BASE MATERIAL SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION H HEIGHT 02300. THE 20" SUBBASE MATERIAL SHALL BE SELECT FILL IN ACCORDANCE WITH SPECIFICATION SECTION 2. ROOF UPLIFT (NET) STRUCTURES FOR AN UNBRACED LENGTH APPLICABLE TO THE CONDITIONS AT THE PROJECT WHERE THE UNBRACED LENGTH IS HORIZ HORIZONTAL 02300. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT JOIST GIRDERS EDGE ZONE 6 PSF GREATER THAN THE SJI MAXIMUM. HSA HEADED STUD ANCHOR AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE OR SUBBASE MATERIAL MUST JOIST GIRDERS INTERIOR ZONE 10 PSF - 6.0 STEEL DECK HSS HOLLOW STRUCTURAL SHAPE BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT JOIST CORNER ZONE 10 PSF INFO INFORMATION ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE OWNER'S CONSTRUCTION MANAGER, 6.1 ROOF DECK SHALL DECK PAINTED RYDE TO ACTA RIB) THREE SPAN MIN (UNE ON ROOFOOFING PLAN) AS SHOWN ON ROOF MFRAMINGNPLAN. CEC, AND AOR. IF NECESSARY TO ACHIEVE THESE FINE-GRADING TOLERANCES AND THE SPECIFIED TOP JOIST EDGE ZONERZONE 10 PSF THE ATTACHMENTTROOF IS OPTIONS. AS A DIAPHRAGM. REFER TO THE DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE ISO ISOLATION JOIST INTERIOR 10 PSF FOR PATTERN OPTIONS. JBE JOIST BEARING ELEVATION ELEVATION, THE CONTRACTOR MAY ALL IRREGULARITIES IN THE BASE SURFACE WITH UP TO 3/4 INCH OF JOIST OVERHANG 17 PSF 6.2 PROVIDE 2 LAYERS OF ROOF DECK WHERE SINGLE SPAN CONDITION N EXISTS. MAKE DIAPHRAGM CONNECTIONS AFTER PLACEMENT OF CHECKED BY: WKH JJST JOIST AGGREGATE CHOKER MATERIAL PER SPECIFICATION SECTION 02751.T JOINT C. SEISMIC BOTH LAYERS OF ROOF DECK. KSI KIPS PER SQUARE INCH WET-WEATHER CONSIDERATIONS: THE CLAYS, SILTS AND SILTY SANDS ENCOUNTERED AT THE SITE ARE 1. 5% DAMPED SPECTRAL RESPONSE COEFF (SDS) 0.71 6.3 WHEN THE ROOF DECK IS WELDED, WELDING RODS SHALL BE E 6022. DRAWN BY: L LENGTH VERY SENSITIVE TO DISTURBANCE WHEN WET. IF THESE SOILS BECOME WET AND UNSTABLE, THE 2. 1-SEC PERIOD SPECTRAL RESP. COEFF. (SD1) 0.39 FILE NAME: LB POUNDS CONTRACTOR SHOULD IMPLEMENT MEASURES TO MINIMIZE CONSTRUCTION DISTURBANCE. THIS COULD 3. SEISMIC OCCUPANCY CATEGORY II 7.0 LIGHT GAGE STEEL FRAMING - LLH LONG LEG HORIZONTAL INCLUDE MEASURES SUCH AS REROUTING TRAFFIC, USING LOW-PRESSURE (TRACKED) EQUIPMENT, AND/OR 4. SEISMIC DESIGN CATEGORY D 7.1 FOR 18 GAUGE AND LIGHTER FRAMING, CONNECTIONS SHALL BE MADE USING SELF-DRILLING, SELF-TAPPING SCREWS OR PROTO CYCLE 012712 LLV LONG LEG VERTICAL PLACING GEOTEXTILES. REMEDIATION AND STABILIZATION OF DISTURBED SUBGRADES SHALL BE PERFORMED 5. SITE CLASS D POWDER ACTUATED FASTENERS. LONG LONGITUDINAL IN ACCORDANCE WITH SPECIFICATION SECTION 02340. 6. BASIC STRUCTURAL SYSTEM AND -- 7.2 FOR 16 GAUGE AND HEAVIER FRAMING, CONNECTIONS SHALL BE MADE BY SELF-DRILLING SELF-TAPPING SCREWS, POWDER ACTUATED DOCUMENT DATE: 041012 MAX MAXIMUMSEISMIC RESISTING SYSTEM SPECIAL REINFORCED CMU WALLS FASTENERS, OR BY WELDING AS INDICATED ON THE DRAWINGS. MECH MECHANICAL THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK 7, RESPONSE MODIFICATION FACTOR (R) 5 7.3 SELF-DRILLING SELF-TAPPING SCREW OR POWDER ACTUATED FASTENER CONNECTIONS ARE NOT PERMITTED TO BE USED WHERE WELDED STUD SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE CONNECTIONS ARE SHOWN ON THE DRAWINGS. MFR MANUFACTURER 8. OVER STRENGTH FACTOR (WO) 2.5 PRECEDENCE OVER THE RETAILER SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC 9. IMPORTANCE FACTOR (I) 1.0 7.4 ALL 18 GAUGE AND LIGHTER FRAMING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. ALL 16 GAUGE AND HEAVIER FRAMING SHALL HAVE MIN MINIMUM A MINIMUM YIELD STRENGTH OF 50 KSI. MISC MISCELLANEOUS INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL 10. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 7.5 WHERE DETAILED CONNECTIONS OCCUR AT BRIDGING HOLES, INSTALL 16 GA x 1'-O" TRACK OVER STUD WITH (4) #10 SELF DRILLING SCREWS MO MASONRY OPENING REPORT PREPARED BY TERRACON, DATED MARCH 31, 2012 (GEOTECHNICAL REPORT IS FOR INFORMATION 11. DESIGN BASE SHEAR 0.142W EACH LEG. CENTER TRACK ON CONNECTION. MIL METAL ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). - NBPS NOT BY PRECAST SUPPLIER 8.0 MASONRY NIC NOT IN CONTRACT 8.1 CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C 90. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE NO NUMBER FOUNDATION SUBSURFACE PREPARATION 4 DESIGN LOADS MASONRY SHALL E END PSI. HM NET AREA ING TOESI STRENGTH OF THE CONCRETE MARTYRY UNITS SHALL BE ASTM PSI. 2 NS NEAR SIDE 43, 8.2 MORTAR SHALL BE A PREBLENDED DRY MIX CONFORMING TO ASTM C 1714 AND MEETING THE PROPERTY SPECIFICATIONS OF ASTM C 270 NTS NOT TO SCALE NTS 062609 SO-005 NTS 112009 SO-004 TYPE "S" MORTAR. MASONRY CEMENT SHALL NOT BE USED FOR MORTAR. OC ON CENTER 8.3 GROUT SHALL MEET ASTM SPECIFICATION C 476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. REF SPECIFICATION OD OUTSIDE DIAMETER SECTION 04200 FOR ADDITIONAL REQUIREMENTS. OH OPPOSITE HAND 8.4 GROUT PLACED BY THE LOW LIFT GROUTING METHOD SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM OSL OUTSTANDING LEG 3/4" DIAMETER HEAD. REF SPECIFICATION SECTION 04200 FOR HIGH LIFT GROUTING PROCEDURES. PAF POWDER ACTUATED FASTENER 8.5 HORIZONTAL REINFORCEMENT SHALL BE PER CMU WALL VERTICAL REINFORCING SCHEDULE AND CMU WALL REINFORCING DIAGRAM. PC PRECAST LEGEND 8.6 CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. III CID 0 PCF POUNDS PER CUBIC FOOT 8.7 CONCRETE MASONRY BELOW FINISHED FLOOR SHALL BE NORMAL WEIGHT UNITS AND SHALL HAVE ALL CELLS FULLY GROUTED. CONCRETE PL PLATE 8 9 MASONRY ABOVE FINISHED FLOOR SHALL BE LIGHT WEIGHT OR NORMAL WEIGHT AND SHALL BE GROUTED ONLY AT REINFORCED CELLS AND PLF POUNDS PER LINEAR FOOT BOND BEAMS, UNO. PMEJ PREMOLDED EXPANSION JOINT INDICATES PREPLACED SLAB 8.8 INSTALL TEMPORARY BRACING AT ALL CMU WALLS. DO NOT REMOVE TEMPORARY BRACING UNTIL WALL IS PERMANENTLY BRACED BY PSF POUNDS PER SQUARE FOOT INDICATES SKYLIGHT THE PSI POUNDSAPER SQUARE INCH \\\\\\\ FOR REF ARCH FIORLSEEQNCNG DISTRIBUTION ® REF ARCH FOR LOCATION I I I I 8.9 REFER TO CMU WALL REEFER TO CMUO WALL REINFORCINGO DIAGRAM,G DIAGRAM AND MASONRYRTICAL WALL OPENINGCING DIAGRAMEANDEFOR SCHE SCHEDURY LE, DWALL SPECIIALNWALLEMENT. SECTION QTY QUANTITY REF SPECIFICATIONS FOR SIZE RACK REFRIGERATION RACK AND EDC ATTACHMENT TO t - - SCHEDULE AND DETAILS FOR ADDITIONAL REINFORCING AT OPENINGS, CONTROL JOINTS, CORNERS AND ENDS OF WALL PANELS. REF REFER TO SLAB DETAIL 9-52.1 8.11 REFER TO WALL EMBED SCHEDULE, FOUNDATION DETAILS, AND FRAMING DETAILS FOR ADDITIONAL BOND BEAM LOCATIONS AND REINF REINFORCING ROOF TOP UNIT (RTU) EMBEDDED ITEMS. REQD REQUIRED i i..'.' ' :'.' '.' I''' 8.12 PROVIDE HORIZONTAL REINFORCEMENT AS INDICATED IN THE CMU WALL REINFORCING DIAGRAM. USE OPEN KNOCK OUT BOND BEAM BLOCK. REV REVERSE INDICATES AN ADDITIONAL 10 - - - DO NOT USE TROUGH TYPE BLOCKS FOR BOND BEAMS. DO NOT CONTINUE BOND BEAM REINFORCING THROUGH CONTROL JOINTS, UNO. G.8 RO ROUGH OPENING PSF LIVE LOAD ON FRAMING i 8.13 MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REF SPECIFICATION SECTION 04200 FOR REQUIREMENTS. RTU ROOF TOP UNIT ••••••••••••••••••• REF NOTE 6-S3 ( \ SATELLITE DISH SPRINKLER PIPING UP TO 8" IN SHADED AREAS. • - 8.14 INSTALL EMBEDDED STEEL ITEMS FOR OVERHEAD DOORS IN GROUTED CELLS. COORDINATE LOCATIONS OF EMBEDDED ITEMS WITH �k,%S.py� r ess2 ACHED SCHEDULE .7 (JOISTS HAVE BEEN DESIGNED FOR AN OVERHEAD DOOR MANUFACTURER. cr� �a`` FF 3 SDI STEEL DECK INSTITUTE ADDITIONAL LOAD OF 4 PSF IN THIS AREA) :f'`€<. y `340p �P Tr- SIM SIM SIMILAR - -_ -_ -_ _- -_ -_ - SOFFIT/CHASE AT 65 PLF F- - - EXHAUST HOOD CI - - - - - 9.0 POST-INSTALLED ANCHORS ` SJI STEEL JOIST INSTITUTE REF ARCH FOR EXACT LOCATION L_ _ _ j 9.1 POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM s'- SPECS SPECIFICATIONS STRUC STRUCTURAL - ENGINEER OF RECORD PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. REFER TO ®/ .,_OREGON T&B TOP AND BOTTOM INDICATES TOP OF BOND BEAM EXHAUST FAN ' SPECIFICATION 05090 FOR ADDITIONAL INFORMATION. ��] 2"`t` THK THICKNESS 000'-0" ELEVATION AT ROOF BETWEEN _ I N 1N� CMU CONTROL JOINTS SPRINKLER PIPING UP TO 10.0 SUBGRADE AND BASE _ .�r' TO TOP OF 10.1 THE TESTING AGENCY SHALL VERIFY THE SUBGRADE IS COMPACTED TO THE OPTIMUM MAXIMUM DRY DENSITY AS SPECIFIED IN THE PAD i XPIRESg130/ Z"Z" TOC TOP OF CONCRETE INDICATES CONCENTRATED I 4" IN NON-SHADED AREAS. PREPARATION. A QUALIFIED REPRESENTATIVE OF THE TESTING AGENCY SHALL WITNESS PROOF ROLLING OF THE SUBGRADE TO IDENTIFY TOF TOP OF FOOTING • LOAD ON TOP CHORD OF UNACCEPTABLE AREAS OF THE BUILDING PAD. THE CONTRACTOR SHALL RECOMPACT OR REMOVE AND REPLACE SOFT AREAS AS TOGS TOP OF GRADE BEAM INDICATES MASONRY CONTROL • JOINT JOISTS: REF NOTE 11-S3 i •• ••_.. .. DETERMINED TO BE UNACCEPTABLE BY THE TESTING AGENCY. THE TESTING AGENCY SHALL PROVIDE A REPORT TO THE OWNER. • TOM TOP OF MASONRY 10.2 THE TESTING AGENCY SHALL VERIFY THE AGGREGATE BASE IS COMPACTED TO THE OPTIMUM MAXIMUM DRY DENSITY AS SPECIFIED IN THE GENERAL .. . ... . . . . TOP TOP OF PAVING " "' -•• PAD PREPARATION JUST PRIOR TO PLACING THE SLAB. A QUALIFIED REPRESENTATIVE OF THE TESTING AGENCY SHALL WITNESS PROOF TOS TOP OF ROLLING STRUCTURAL TOW TOP OF WALLL AW JOINT, REF M ARCH FOR DETAILS * INDICATES CONCENTRATED LOAD B -- - _ - - - OF IDENTIFY UNACCEPTABLE AREAS OF THE RUTTING DUE TO PROOF BUILDING 1/2 INCH SHALL SHALLISOFT AREAS AS x REF NOTE 5-S3 TRANS TRANSVERSE THE TESTING AGENCY SHALL PROVIDE A REPORT TO THE OWNER -AND THE ENGINEER STATING THE SUBGRADE AND BASE IS ACCEPTABLE. INFORMATION TYP TYPICAL INDICATES JOIST GIRDER SHALL 10.3 NOTIFY IMMEDIATELY THE OWNER'S REPRESENTATIVE AND ENGINEER IF UNUSUAL SOIL CONDITIONS ARE FOUND. UNO UNLESS NOTED OTHERWISE P# INDICATES SPECIAL WALL SECTION * NOT HAVE A VERTICAL WEB0 - -� -- 10.4 PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC. RESTORE ALL ITEMS DAMAGED, AS REQUIRED BY OWNER'S REPRESENTATIVE, AT a VERT VERTICAL ��/�/1 REF DETAIL 8-S7 FOR SIZE AND ( ) MEMBER AT THE CENTERLINE NO COST TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME. W WIDTH REINF OF EACH JOIST 10.5 DO NOT ALLOW STORED EXCAVATION MATERIAL TO DISRUPT PROPER DRAINAGE OF AREA. to WP WORK POINT ITEMS IN LEGEND MAY NOT OCCUR ON ALL PLANS 10.6 DISPOSE OF EXCAVATED MATERIAL AS REQUIRED BY OWNER'S REPRESENTATIVE. of m 042911 SO-001 N ABBREVIATION LIST LEGEND SPRINKLER PIPE LOADING PLAN GENERAL NOTES o0 01SHEET: NTS 051009 SO-006 NTS 062609 SO-003 0 NTS 033111 SO-002_150gcr NTX 072911 SPANNER SD SHEET NOTES _ o U1 1. BEFORE STARTING WORK, COORDINATE LOCATION 4. DEVIATIONS FROM CONST JT/CJ PATTERN SHOWN 7. SLOPED SLAB REF ARCH DRAWINGS FOR EXACT 10. SHADING INDICATES PREPLACED SLAB FOR 13. REF DETAIL 8-S2.2 FOR PILASTER AND 15. SEE 10-S2.2 FOR TYPICAL PIPES AND \ ._I ° OF ALL STEEL JOISTS AND BEAMS WHICH BEAR ON ON SHEET S1.1 MUST BE APPROVED BY THE SIZE AND LOCATION. ELECTRICAL DISTRIBUTION CENTER. REF ARCH FOOTING REINF. REF ARCH DRAWINGS FOR TRENCHES AT FOOTING DETAIL. w 3 MASONRY. GROUT AND REINFORCE WALL PER WAL-MART CONSTRUCTION MANAGER. DRAWINGS FOR SEQUENCING AND 9-S2.1 FOR EDC PILASTER SIZE AND LOCATION, TYP. DETAILS AND GENERAL NOTES. 8. REF ARCH DRAWINGS FOR OPENING LOCATION TO SLAB ATTACHMENT. 16. SEE 9-S2.2 FOR ADDITIONAL REINFORCING AT o 5. REFER TO MECHANICAL DRAWINGS FOR DRAIN ABOVE FF. REF 2-S4 FOR LINTEL AND JAMB 14. CONTRACTOR'S OPTION: INTERMEDIATE FOOTING TOP OF FOOTINGS. 2. VERIFY ALL WALL OPENING DIMENSIONS AND LOCATIONS AND SLAB DEPRESSIONS AT DRAINS. REINFORCING AT THE WALL. 11. PROVIDE PEDESTAL PER SECTION 6-S2, TYP. STEP NOT REQUIRED IF THE FULL ELEVATION o LOCATIONS WITH ARCHITECTURAL DRAWINGS. CHANGE IS ACHIEVED AT THE FOOTING STEP AT • m 6. REFER TO ARCHITECTURAL DRAWINGS FOR 9. REF CIVIL FOR FINAL LOCATION OF LIGHT POLE, 12. PROVIDE JAMB REINFORCEMENT ABOVE FF EL THE BEGINNING OF THE CONCRETE RETAINING WALL. 22 Cen 1- 3. REF ARCH DRAWINGS FOR SIZE AND LOCATION GROCERY INSULATED FREEZER SLABS, REFRIGERATION IF REQUIRED. AT ALL SCUPPER LOCATIONS. REF 2-S4 FOR R CO OF ALL EXTERIOR PADS AND DOOR STOOPS. PITS, AND BOLLARD SLEEVE SIZES AND LOCATIONS. JAMB DETAIL AND REF ARCH FOR SIZE AND CC! m LOCATION OF SCUPPERS. ° w U LLQ • li- n U REF DETAIL 9-S2 FOR O © © 41) O ® © ® 6 6.5 O •® 8 9 a ORGANIC WASTE CONTAINER CO F g SCREEN WALL AND FOOTING. 55'-8" 20'-0" , 24'-10" 35'-2" 3O'-0" 30'-0" 30'-0" 30'-0" 25'-0" 25'-0" 30'-0" 30'-0" 51'-8" REF ARCH FOR LOCATION. y y y y y y y y y y CMU CJ REF ARCH 3O'-O" 24'-0" 24'-O" 24'-8" 35'-4" 34'-8" 3O'-O" 3O'-O" I 30'-O" 23'-4" 1 18'-8" 26'-O" 262-0" 24'-8" 37'-4" W m4/N ozw w�a� CMU CJ REF ARCH _ LEo 1 I 1 FOR DETAILS w WorE. <5UQ�. < FOR DETAILS / / / / / / / / / / / I �' z owt"-'z�F ow �wz I I 3'-IL" 2'-8" I 1 I 1'-4" I ce a roa-1° N00 c-2 66'-0" 34'-0' 4'-8" 6'-0' 56'-0' 8' 0' 22'-0' 8'-0' 22'-0' 8'-0' 22'-0' 4'-8' 6'-8" 331-8" 35'-0' ti a > o�zZ� Sw� 1 { o <cD .t / � y /8•-0/" / 1 / / 1 / / I /8'-4-8; I I / / - y �� z<�aw<� I I I I I I O .,,,,ow,yzjw�ap< f/ "kLa<;Xm80jQ - 3-S4.2 Q z$iaiowmWoLima No = I D ozatho¢WzUw o I �. H Nwz VctowWy oo(a<o> U I I 1 1 I 1 1 U QI ZLoawaz�14m <OZ H ZF� UF-0 Q J REF Q J S)8ic miagaaawoai Q LA W I NOTE #11 I I I I I I I I REF NOTE I I IJ.I W 0cr ct N 94'-8„ 98'-8" REF 'ELECTRICAL FOR #3, TYP N 98'-8" U o REF Ij TOF EL TOF EL v`V GROUNDING ELECTRODE I TOF EL o UW I NOTE #9 r co I 1 1 I IIN FOOTING ___ N M� m.MS - \ _ WF1 _ 0 - - - - . pc1 LJc3 C1l_ J z 5L. -- - . %�. c1 i C5I_ _I L _Jc1 LJcs LJ c1 LJ c1 -\\ - - - - -- - 1 - 1 1 '4 -8 F2 F4 Fl F5 Fl F5 Fl F5 Fl F2 \\ p cow- - OF EL I I 4-52.1 ///�// \\ H N `o o I -- I I 11 NOTRE #10 EF REF NOTE #8 \\\\ 1 0 0 H. 1 I 13 52.1 1 REF 1-S3 FOR \\ I 1 D O \ -CO\ I ADDITIONAL WALL REINF \\�'"7 to iN z to 2z 'colI \ LI ii AT JIB CRANE \\\ co 0 � � •11I \\ 0 1 gip\ 1 1 I I I N IiI -i Ih \ 410 N N co � I I 12-52 I I I �J ..y © \ I - - - C. �- s1�- - - - r - 77C3 7704 7704 7 -I C4 7704 - \ o �- - - C1 - - -��_f C1 a vVi ° F5A F5A ° F5A ° FSA F6 �- 0 Co -I \ I I. F2A N F2 � � LJ LJ LJ L _J LJ I _ f I 12-S2.1 WF1 J 4 - 1 1- - - - - - _d- - - 7- J \ _ p o G.8 L c1 `O �-i ISI-1) in` 0 1A� - -� 98'-8" I 14-S2 �\ NOTE #11 TYP w F Co �I I TOFR4 in ELI 96'-8" 14-g'294'-8" 14-S2.1 I o NI a, ON to TOF EL TOF EL _ 7 C1 7 c1 7 7 c1 I- c1 O O Q • �' - - - - - - _ _ • F4 F4 F4 F4A \ 30 E cz , F.8 /\\\� -� 01- -I� cNi n 0- L. JF3A r-� C3 � JFSA L J L J L J L J I w _ •I b o12 Co � \ I 15-S2.1 98'-8" I I _ Q, 1- o I \ -\ - TYP 11 REFRIGERATION PIT TOF EL M N (n .--I j o ; I II AND TUNNEL, TYP _ \ 0 to'coI- I \ 5 52.1 I I 11 I Ny� N) �\I - W i i I I �. a o OI 0 I N ' -CO FT4 CO \ REF NOTE #6, TYP © - 7 � C1 � � C4 7 7 C [-.7 C3 � � C2 7.7C2 � � C3 I © a-1 - - La_J ° F6A F7 F5 ° F5 FS ° F6 1- 0 0 LJ LJ LJ LJ LJ LJ LJ N N 2-5 II 17-52.1 to N c INSULATEDJi: b ISSUE BLOCK FREEZER TYP °I SLAB 14-S2.1 \ \ 07-12-12 REV #1 n \ II I m Io _I N N 1 I [O \ I N \ \ !L to O o _ \ >- I li I o M �� co \ °o\ 18-S2.1� �- � C1 � � C2 � � c4 � � C3 Fon C2 7702 T 1C3 of �� F4 F5A F6A F5 F5 ° F5 F6 o I -\ 0 I I LJ LJ LJ LJ J LJ LJ -\ �� 1 II M EI \ 0 0 0 31 98'-8" TOF EL AT I I of o 7,1- I IREF R1�S4 R COLUMNS, COLUMN I 1-52p. 0 Id N S I AND FOOTING SCHEDULE 1 IN 1-S2 I•I 40 \ - \ II o f \ 00\ II �- Cl Cl I- C2 Cl Cl C1 C2 0 CHECKED BY: WKH D -� ° F3A ° F3A F4A ▪ F4A F4A • F4A ° F5 - __ D DRAWN BY: LJ LJ LJ LJ LJ LJ LJ M / FILE NAME: 0 b I • J-� #12 TYPO N N I PROTO CYCLE: 012712 NI • N n \ \ * \ 1 DOCUMENT DATE: 041012 M to I I � 1 �� LI3 1 O - - 7.7c1 7 7c1 F-07 c2 r---07 C2 1-.7c2 r 7c1 r 7c1 I - - O - - - coIi _1 F4 L F4 g JF4A L_JF4A AF4A L JF4A L JF4A I- - M - �- o S. I I 18-S2.1 I REFRIGERATION PIT I REF NOTE I 0 'r o\ I. AND TUNNEL, TYP i #6 TYP I d- in 0\ REF NOTE #5 98'-8" II \ I 0\ 15-S2.1 TOF EL I I REF NOTE #7 TYP lo �. _ e \ /III • REF NOTE W I #12 TYP I INSULATED M - I FREEZER SLAB r I r-■7 c1 r- 1 C2 1---.7 C2 r- 7 Cl 0277 fr - i 1- ---1rr 01 B - � - -� _ - o - - -t - J F3A ° F4 F4A ° F3 F4A ° I I I A I �� I D I F.:1 1-1 - - B I I LJLJ LJ LJ LJ \ 14-S2.1 REF NOTE #6 L - L J L J L J L J L \ I 98'-8" 98'-8" 111-S2.2 I TOF EL I ii All TOF EL I � 0 c S6 Cl Cl C2 Cl 98'-8" I "o • • _\- - N 4-_-r - - - - - - I - - - - - - - - - - - - - F1 (- � 7C2 F2 �� F1 � � WF1 F3 �� F1 �_�� J TOF EL 4 - - - - - - - - - - _,- -0 11 In o Cl Ll - - -= t ri- - - - -L�- -A----L-I� � J I 0 rn I in�_ L\ WF1 _ _ _ _ _ _I- - - - - °7 7 F._IT - _F l F3 WF3 I- T1 CD I ��L WF1 I b - - - - ° - - -_ - - - I - - - - - - - - - -� N REF NOT t,Cr -- ' CD NI Ni J 1 ` F1 - - f 7 7 77 I- 7 1 sj 1 1 I 7,./ I I !n I I 1 I r -{ �� #3, TYP I I I I I I I N F. p.0 •8}"es - I L ' "4-1 - - _t- 7_ _ j 1 I I 1 I I r -°J L°J °J °J L° I N 4`'•349?�F�'�y9 o REF NOTE L --=�� - - �L / 1 L J 1 - r - -y� I I L J I 0 A.0 / a � / _ `n / 15 \ #12 TYP ` N I- - - - �T < , Li_ TYP N N N J L_ a OREGON `� --�_-- r H ._ t w S2 98'-8" N m W U a `J I TOF EL 1 I I I I 1 I I I ' 1 I I ' 1 I �-' 0 {' ti 13 o <�DN iC\ ALL IL J .- r 0O -`' U I I I I I I D I- XPIRESFl3Q/ Cir&" 0 I 8-S4.2 I I adt S. 22 I I 1 6-S4.2 1 I I FOUNDATION I I 21'-4" 22'-8"I 21'-4" I 20'-8" 1 34'-0" I 34'-0"1 2 '-0" 1 I PLAN /I / / /I/ / / / I ' / / 4'-8" L3' 4" 6' 0'� 1 L6'-0" 36'-0" I III I m CMU CJ REF ARCH f 29'-4" 21'-4" 121'-4" 1 48I '-0" 47'-4" 26'-8" I 34'-0" I 40'-0" 26'--0" i2'-0" 130'-8" 30'-0" 32'-0" CMU CJ REF ARCH a FOR DETAILS I / / if / / / 1 I' / 4 / / / FOR DETAILS ALL DIMENSIONS ARE TO (0 FACE OF CMU UNLESS o /I / 1 NOTED OTHERWISE N 55'-8" 20'-0" , 60'-0' 29'-10" 30'-2" 30'-0" 30' 0' 25'-0' 12' 2' 12'-10' 30'-0" 30'-0" 51' 8" di 1 1 1 1 1 1 1 1 1 1 I 1 N FOUNDATION PLANO © © O © ® • ® Si6 6.5 F 1 LOCATION OF VAPOR RESERVED CHOKER BASE MATERIAL RETARDER (IF REQUIRED) MATERIAL (AS REQUIRED REF FOUNDATION SUBSURFACE m N PER SPEC SECTION 03312) PREP NOTE LEGEND �;! 0 CONCRETE SLAB _ a• 0100'-0" (UNO) N. REF SLAB PLAN FOR w FF EL I c cn _•,� __ _ �,__ THICKNESS AND ♦♦♦ Z J a '�% ::� "•,,�`; •';��• ' REINFORCEMENT ' �''� M �''� • EXPOSED CONCRETE (EC) m W ��!' i. fir ��!'" ♦ Iii.. Vii.' i Vii.'•to Y 0- w InIC='ll 11(—SII. IL=.11--11"-1f-1111-1=C'11==Il-1L='' (I F REQUIRED) 1. ¢ W v "_"'�' SUBGRADE AND SUBBASE EXPOSED CONCRETE414:11( ill w cn Y (IF REQUIRED) MATERIAL (EC-MEASURED GLOSS) 5 maw Q = REF FOUNDATION Cie m CO Cf) o- a = SLAB BASE SECTION SUBSURFACE PREP NOTE •PP z �A PERMANENT TEST SLAB Q i��sI "' 0 CI 11111 3.4 4 4.5CI 4111) 6 6.50 411) 8 9 "CONCRETE SLAB TO B E REINFORCED WITH #4 AT Ca P13: 6- " co / 12OC LONGITUDINALLY. TERMINATE REINFORCING N 55'-8" 2O -0" , 24'-10" 35'-2" 30 -0" 30'-0" 30'-0" 30'-0" 25'-0" 25'-0" 30'-0" 30'-0" 51'-8" y y y y y y y fI AT CONTRACTION JOINTS _:::: :_ CONCRETE SLAB TO BE REINFORCED WITH #3 AT Hw W,,..o 30'-0" 24'-0" I 24'-O" I 24'-8" 35'-4" 1 34'-8" I 30'-0" 30'-0" 30'-0" I 23'-4" I 18'-8" I 26'-0" 1 26'-0" 2 '-8" 37'-4" 18" OC EW. uwi ��'NOz� �pza��o r rACTION ALLEY. DO NOT PLACE ct Lai- 1-0H zWWozww CMU CJ REF ARCH Ia ago ar, y / y / / / / / � / / / i o .NZ�F ZW�ZwZ� FOR DETAILS FOR DETAILS W oaW"-'�= <8i,_Va 1 I I 1 I I I I I I 1 I j r PARALLEL CONSTRUCTION ct Wc, za 2 ,, oozccp I O L- azJc�atAac�o 0 a ww�F o JOINTS WITHIN ACTION ALLEYS. LL a(� 6,4'1- owAl2 I I I I I I I I I I I I I .00Zw< <02°0a} ❑ooa CONCRETE SLAB TO BE p Wow0000 �Wwcoa I a000: REINFORCED WITH #4 AT I- zvai«o�''cno,o,cmozz ¢ a34N-wm 02D8 ooao 10" OC EW �Z�o � W��w��w �wzaowwo(ao} 2 , = 0_ �o mwoccwwwzwm U I I I I I I I I I I I I U _ � w Et a ¢ J ul V) foo ocnaoaawoaI L_ ¢ W ¢ CC W I I ! I I I I I I I I I CC W p I O U) U p U O D I I I I I I I I I I I I D Li- i•-•,iii 1 I , I I .-, �..� � - H -0 _ ___,,,_ _ -\ _ _ _ l „ [ (...) fit- • - ... • • - •• \ye, • — _ _ __,\_ _ 0 ► I••44.44* .....die ii♦�♦+i+ +�+♦i+�+�+i+♦ !♦♦ + !i♦ �!�+++♦�,+!i+♦�,i SHEET NOTES U g 1. "G" REPRESENTS THE .� 0 • MAXIMUM ROOF GRAVITY W LOAD. ACTUAL VALUES ARE EQUAL TO OR LESS , o THAN THE VALSEP \ m S SHOWN ON THIS PLAN. 1 8 CI N. FOOTING WEIGHTS ARE < a NOT SHOWN ANDSHOULD N Co BE CALCULATED PER Cie ° W FOOTING SCHEDULE ON N w NBASED ON AU '' 0 © © • o • © ® 6 6.5 O ® 8 9 CONCRETE WEIGHT OF N Is u 1501b/ft3. a 0 T.-. < 3. UNO, MASONRY WALLS CO N CO 55'-8" 20'-0" 1 24'-10" 35'-2" 30'-0" 30'-0" 30'-0" 30'-0" 25'-0" 25'-0" 30'-0" 30'-0" 51'-8" ARE NOT LOAD BEARING ~ " y y y y y y y y y y y y / WALLS AND WILL GENERATE A MAXIMUM GRAib/ft. LOAD OF 2000 w H�� oz I-Li wwo I I I D oaNNwF a�V Q3 4. FOOTINGS HAVE BEEN Ix La.--1--W zrcoow5 I I I DESIGNED UPLIFT ORESISTFORCES. ALL O rc< <z aoawyz<o Ntx o < --,w<Foo 5. GRAVITY LOADS AT z 3co\Q0;;�6=wwao< I 1 I 1 I I I I I I O wW o I LOCATIONS WHERE NONE I_ 28 -"v,owSweSzY ce 1 1 I 1 1 1 1 I I 1 ARE IDENTIFIED, CAN BE d reaom'a'oWWaz2'., CONSIDERED NEGLIGIBLE. oI wb-°w2� ~ whiz t/10<OKf/I �K2�K< 6. AGGREGATE PIER N `oolnao�aa w oa§ DESIGN TO PROVIDE I I SUPPORT FOR LOADS G', SHOWN / NOTED AND �� PROVIDE MINIMUM II �.f I I I I I SUBGRADE PREFORMANCE T I— ��I � � C ni - O REPORTPER S GEOTECH - �- - C C 07o, \lc? ,r ,OS%�,r C7�04_ C,,�,r ,R9F \?6,4- R9_ 0 77u'4_ Com, cna 1 J In In O Z O 7 I O 1 in 1 I I cfr 0 ao G j'. I 0 I to I % 0 CI C3 Vi 10 1 07 07 Ns 07 \D.6:fr 0 0G.8 3 \ - - - - - - - - — s�'� SsF F 7'e b Lb in N I �`59,� T ci Nw , EO., 1 - N 6--1 0) O . a O - \ - - - - - - - - - - z - 0E \-1 0,0� C9� \:9 c,Ns w F.8 / — — cs os o,s �F s, i �� ^ 0 23M I -N0 N _/11 * E-' w M cci Z 0 an0 " c,o?s� c��2� NZFr c,�s'� NFr c�2� c,,s0Fr 1 ISSUE BLOCK m m I r — C9Sq C7S9 0799 C1z� C7�9 C7�9 i C1�o I 0 I 0 0 I I d 4 %°9O C\Hif_ 077 0 ,7 077 0,u 04_ o� ?�Fs9,r 69f7S7rCHECKED BY: WKH D - \ - - - - - - - - - - - - - - _ _\s_ D DRAWN BY: FILE NAME: PROTO CYCLE: 012712 N N I I DOCUMENT DATE: 041012 in M \CH5:1- o, aco �,7o �, co�, 0, � 0 �, - - - - - - ro 0 - \ - - - - - - - - - - p JJ Y 0 N 4 .- II - 11 II � . J d 3 M CBS Cot C77 c�T G" H- 77 nPi? C39 G6 oXQ G6 n� U B - \ - - - -- - - - - — — — B �� Css Ch- ao V"5 tif- •74- 0 I I � CsI cI Co C' Co "bo 4 — _\__ _ Gs o �2 �• ❑ � sr Y� > 04 Coos � ; � � _..C1 ,,\: 7 ....) . , ,, l� 1 o G..,,, CID -79==7-- = = _ _ _ __. _ _ CMUWALL= a a I LTITIIIIII ± 0 N 2.5KLF 4- CMU WALIf= 3.8KLF � 7443E I cA\ ® 1 q^ CoH p 1 A. / — — V NN � GGG1 G� I I I I I I I I I I I I I I I xPIRES9130/ f=/ I 1 1 I I I I I I I 1 I COLUMN I I I I I I I LOAD PLAN I I I I I I I I I • I I I I 1 I 0 I I I I I I I of 55'-8' 1 20'-0' I 60'-0" 29'-10" 30'-2" 30'-0' 30'-0" 25'-0' 12'-2" 12'-10" 30'-0" 30'-0" 51'-8" O.; I I 1 1 1 1 1 1 1 1 1 CV 0 0 0 0 ® 0 ® 6 6.5 6.8 0 ® 8 9 SHEET: a co MANUAL SAFETY GATE N BEYOND, REF MANUFACTURER * VERIFY PIT WIDTH WITH DOCK ••, o 0 FOR ATTACHMENT TO SLAB LEVELER MANUFACTURER REF ARCH 1:1 z �� REF ARCH FOR PRECAST CAP o d 7'-1"* REF ARCH FOR PRECAST CAP ANCHORAGE. DELAY GROUTING w CL OF WALL AND FOOTING , „ OF BOND BEAM UNTIL JUST I g / REF LAP �, REF LAP (PIT WIDTH) �{ ANCHORAGE. DELAY GROUTING 0 REF ARCH (116 -0 MAX) ii BEFORE PLACEMENT OF SILL o �l r:'.• m SCHEDULE SCHEDULE ., _ CENTER PIT ON I OF BOND BEAM UNTIL JUST TO MASONRY EL411111CC�{.. REF SLAB PLAN,' L,, f. STEPS SHALL ALIGN FF EL n e �j WALL OPENING CMU BOND BEAM BE LACEM N ILL NOTE: REF ARCH FOR EXACT Al REF FDN PLAN WITH CMU COURSING *� ► WITH (2) #5 CONT LENGTH AND LOCATION OF REF ARCH CMU BOND BEAM w TOF EL a (3) #4 CONT WITH ,. WITH (2) #5 CONT SCREEN WALL w 1 CORNER BARS O' ►� TO MASONRY EL n CO TYP FTG REINFORCING 77:—'±.: 4' Cieal 1 2 CLR ��..: !� ' M a i CC a ♦ ► NOTE: REF ARCH FOR EXACT \- Z . > �/ (2) #6 AT 40" '! #6 AT 24" OC AT CL OF WALL ' CV w \ LENGTH AND LOCATION OF #3 AT 12" OC EW OC EF OF WALL • LOCATE MASONRY CONTROL `� Q \ �� SCREEN WALL. PROVIDE 4 cc TOP AND BOTTOM w - MASONRY CONTROL JOINTS JOINTS AT RETAINING WALL ,; — HORIZ REINF, TYP Q 1n v V� T_______9_REFDN PLAPMEJ AND SEALANT �� CONST CONTROL JOINTS =� � U .i: LL N aN TOF EI , �* •• REF ARCH •►! AT 14'-8" OC MAX / 4; a. iT oIREF SLAB PLAN PAVING QR EXTERIOR � ►FOR SLAB REINF : � CONC SLAB" GRADE �i !i\ #3 AT 12 OC REF ARCH- CORNER BARS TQ MATCH TOP —__—__—__—__ REF CMU WALL REINF\ 2'-0" = : 2'-0' ,� "'.:':: .,•�► DIAGRAM FOR DETAILS —:8 I I --------------- - • : w o AND BOTTOM HORIZ REINF, TYP - " 2 x STEP 8" REF LAP o / / - 8'-0" - .1 !•4 u) w Z w DFFLI Tpzn �,/ �1 BOND BEAM WITH I Qw ., ; ° 1 1/2x1 1/2 KEY AT Nozm Q_�o J / / /- a. _1J 1 O NZWF Owv7Twz MIN MIN SCHEDULE 2'-0" 2'_0" �4Ln.,..- , n� 4 CONTROL AND CONST �W zo, x‹- (1) #5 CONT •� . w r �� w aar-L-cc a5F'„ o n w JOINTS SPACE AT ct W,--1-��' z� ozB w o U REF ARCH ! �a na�ow-zaNw REF 12-S2 FOR ITEMS SHOWN BUT NOT NOTED. DOWEL MATCHING VERT ] GROUT SOLID �' TO WALL EL 1° • 14'-8” OC MAX (JOINT o WZ<QoWWFzo� // BELOW GRADE to w aNr Oax<OoDi„�o SHALL ALIGN WITH CMU �- z WALL REINFORCING )j of-z�i_ (: CORNER BAR REINF FOOTING STEP SIDE OF DOCK LEVELER TERMINATE WITH STDI.. (2)_ #6 @ 24"OC COURSING Z Qo ?o�W�za�FQ ACI HOOK N J SECTION------------ SECTIONWZ2 o�SWw 8 15 3/4" = 1'-0" 022202 S2-015 14 3/4" = 1'-O" 022202 S2-014 13 3/4" = 1'-0" 052711 S2-013 U ¢ ZN�� 'o�'"� No • • 0 —3 I � �omomwo�wwwzwm 5 5 CONT T&B #6 VERT AT 12" OC --?•,.1.%•-•1.4 � (fiaz oWlooCZao>- „ ( # 4,7,1/44..o. � (1) �DOAarTAWaEEEE§ 0 J ° 4 I EF WITH STD ACI HOOK •��` 9. MANUAL SAFETY GATE 1 -0 BEYOND, REF MANUFACTURER / /- MANUAL SAFETY GATE 4" FOR ATTACHMENT TO SLAB CMU WALL VERTICAL BEYOND, REF MANUFACTURER /#5 ` REF GENERAL NOTES 12" '1 ° • / * VERIFY PIT WIDTH II 4" cNn FOR ATTACHMENT TO SLAB FREE DRAINING . PMEJ AND SEALANTL3x3x1/4 WITH 1/2" DIA x REINFORCING NOT IMIN BRG DEPTH STONE WRAPPED IN : 1 -0 wCMU BEYOND WITH EDGE LEVELER SHOWN FOR CLARITY / AT 12 OC T&B -1FILTER FABRIC REF ARCH - _ „ CMU BEYOND 2 -0 J y' 0 —4 HSA AT 18 OC TOOL MANUFACTURER �� U 5" 3" o \ #3x3'-3' DOWELS .. #4x3 -0 DOWELS I - o '\ JOINT AT EDGE OF ANGLE TYP I 3" 3" =l � 24" w RBUMPER EF ARCH PAD r I N 6'-2"* / DIAMCxx10 64WITH HSAI AT' AT 12" OC CLR// //CLR 2 4 CONT IN CURB Q cn REF SLAB PLAN _. '' 1:, Q .mac . AT0C Z ,o FOR SLAB REINFr--_ i WIDTHREF SLAB PLAN 5 -0" N }i ( ) # w (PIT ) 12" OC TOOL JOINT AT I FOR SLAB REINF / / 'E .. \ \ �� _ REF SLAB PLA /I CENTER PIT ON —� L EDGE OF CHANNEL1- -\ A • FF EL I WALL OPENING �� - _ �� ° z REF SLAB PLAN •2" DIA WEEP HOLES AT 8'-0" OC ° 1 \ 2" CLR L NOTES < • BUMPER PAD = J, - FF EL ENCLOSURE #6 HORIZ EF AT 12" OC i FOR TRUCK\ REF ADOCK SLAB J REF SLAB PLAN REF ARCH = `� o .• � oo / 1 FF EL - z I SCREEN WALL SECTION # ' „ / , ` \ �\ co I �'0- 1 I 5 AT 12' OC T&B 3 CLR �, z • _ o L3x3x1/4 WITH 1/2" — - Q TYP • w cn U 0 r r SLOPE 1 2" _! " \ v 3 4' = 1'-Q" 102811 52-009 • (7) #5xCONT T&B J0 ~ w (3) #4 CONT WITH DIA x0 -4 HSA AT / ' �N - / CORNER BARS 18" OC TOOL JOINT 'i " • +• o Q O z ` \ \ \ , AT EDGE OF ANGLE REF GEN NOTES , N w CD N.": \ c e ! \ #3 AT 12" OC op 2'—O" n ' ° $ TOF EL s •f e s \_ \ g v) ¢ O °O _ \ _I #4 CONT WITH cc cc w VD ° '—�N CORNER BARS o m w z .� \ `n 2'-0" (2) #4 CONT I z_ w 0 % O #3 AT 12" OC EW ° NOTE: of N o w �\ 2'-0" 8" #3x3'-3" DOWELS,,„„„-------- OWELS CONTRACTOR TO STITCH WELD DOCK N -I cc CD 1 -4 / / NOTE: #3x4'-0" DOWELS o AT 12" OC LEVELER TO FRAME ANGLE/CHANNEL O O AT 12" OC I CONTRACTOR TO STITCH WELD PER MFR REQUIREMENTS. ,` 0 N DOCK LEVELER TO FRAME ANGLES # _ l'-3" #6 MASONRY DOWELS • ° ° ° • • \ PER MFR REQUIREMENTS. REF 7-S2 AND 10-S2 FOR (2) 4x2'-0" 0 1 -0 °' CONCRETE WALL REINFORCING RE-ENTRANT I ,r REF CMU WALL MATCHING CMU WALL — cc' \ \ o SIZE AND SPACING CORNER BARS N REINF DIAGRAM REINF SPACING 0) C 0REF 7-S2 FOR ITEMS SHOWN BUT NOT NOTED. REF 7-S2 FOR ITEMS SHOWN BUT NOT NOTED. 3" CLR 3" CLR U Em Lo a -\ • BOND BEAM WITH / /- 3'-6" 1'-O" 3'-6" / / '`' DOCK LEVELER PIT SIDE OF EDGE LEVELER EDGE OF DOCK10 i i f' (1) #5 CONT / / / / 0 0 oz CONTRACTORS OPTION: 3/4" = 1'-0" 052711 S2-012_150 3/4" = 1'-0" 012507 S2-011 3/4" = 1'-0" 052711 S2-010_150 ,_ _ #3 DOWELS WITH FORM DOCK RETAINING WALL �, 1 1/2"x1 1/2" KEY AT c.:,_n o SAVERS CAN BE USED IN 8 4" ° REF COLUMN SCHEDULE FOR ¢ PLACE OF BENT DOWELS 3/4" = 1'-0" 073010 S2-008_12-ALT o CONTRACTORS OPTION: / / CONTRACTION JOINTS. ALIGN GRIDI J i I— o #3 DOWELS WITH FORM CONC CONTRACTION JOINTS COLUMN, BASE PL, AND 10" 4" CL COLUMN Ln cc w 2'-6" (1) . 4 SAVERS CAN BE USED IN WITH CMU CONTROL JOINTS REF CMU WALL REF ANCHOR BOLTS �` / /f w ow - #3x4'-6" BENT o 0 PLACE OF BENT DOWELS \ REINF DIAGRAM / WRAP COLUMN WITH CONTRACTION JOINT o_ DOWELS AT 12" OC ,, ,. A REF 5-S2 FOR �] PLAN v) -NI a REF CMU WALL MASONRY DOWELS i FLEXIBLE FOAM CLOSED „ • REF SECTION FOR DETAILSw REINF DIAGRAM CELL EXPANSION MATERIAL 4..^ • REF SLAB PLAN #3x4'-6" BENT 2,_2'-6" a REF 2-S2.1 I �: FOR SLAB REINF BOND BEAM WITH DOWELS AT 12" OC f 1 1/2" NON-SHRINK GROUT BELOW • a • \ REF SLAB PLAN Z (1) #5 CONT - - N WATERPROOF BASE PL, COLUMN BASE PL PLACED AFTER 1 1/2"xl 1/2" KEY AT • • FF EL c� ••• REF SLAB PLAN SECTION ANCHOR BOLTS, AND COLUMN x I -� ERECTION AND PRIOR TO ° ° CONTRACTION JOINTS. ALIGN %�0'f �••'''%.=' %"�'s' . o •`� WITH ASPHALTIC MASTIC X r •;>'•"--44•4._ '�'r"�o� REF SLAB PLAN •• FOR SLAB REINF INSTALLATION OF ROOF DECK, TYP0 FF EL - / ONt.113 „ PROVIDE 3 1 2 xl -3 CONC CONTRACTION JOINTS __] a o ".***90.01•04 ` ~ ~` ^`a `� 1-4_ REF FDN PLAN 3 / ” ' " WITH CMU CONTROL JOINTS ~ SECTION •• ••� • ` 1 2x1 -0"Wxl -8 H 8" Illt ►ts'- o • FF EL CL? ' BLOCKOUT AT 8x8 I ¢ w II all ! GALVANIZED PLATE WITH — / _ -I •-- - a `n J J ~�� ~ �� ~� REFERENCE FOUNDATION ISSUE BLOCK COLUMNS (4 1/2 x1' 5 O O O SUBSURFACE PREPARATION (4) 1/2" DIA x 0'-4" HSA 1 �� r - REF SLAB PLAN /72„ � AT 10x10 COLUMNS) ° w o U a •° �,�� )`� NOTE FOR BASE MATERIAL 07-12-12 REV #1 / �> ! NI CLR J BELOW SLAB EACH SIDE OF DOOR __ Alike �_ SECTION FOR SLAB REINF w O i �� . REFERENCE FOUNDATION PROVIDE THREE TIES WITHIN SECTION (1) BUMPER PAD '� • '� #4xAS REQUIRED 3" CLR _g ,....c.0.0...,,..!`' SUBSURFACE PREPARATION THE TOP 5" OF PEDESTAL REF COL SCHEDULE ° ° #4 AT 16" OC EF REF ARCH _ illNOTE FOR BASE MATERIAL WHERE CONT REINF / /a CONTRACTION JOINT, REF BELOW SLAB CONC STEM WALL \� COL BRG EL IS INTERUPTED AT CURB REF 8-S2, REF 4 AT 16" OC EF SECTION FOR DETAILS REF SECT 5-S2 I_ BLOCKOUT ARCH FOR LOCATIONS \ ��LO # 3" CLR • #4 AT 16" OC ; I I I SPLICE PMEJ AND SEALANTEACH FACE PMEJ AND SEALANT o REF ARCH CURB REF 8-S2, i • •. SECTION #4 AT 16" OC EACH REF ARCH FOR ; • • REF ARCH 2" CLR REF GENERAL ACE WITH STANDARD LOCATIONS ti REF GENERAL NOTES -- J LAP FOR TRUCK DOCK SLAB r� ° , ° ASTM C-33 #57 GRADED NOTES FOR TRUCK 2" CLR ACI HOOK PMEJ AND SEALANT —, mob-- SECTION ABOVE I SPLICE i CRUSHED STONE OR EQUAL DOCK SLAB / ;� ASTM C-33 #57 GRADED REF ARCH a SECTION COL BRG EL 1 ° o`, J • • J!y CRUSHED STONE OR EQUAL \___ JO" O"' Oa a a OP ! ! ! !N a o o' OO• e CONT WALL FOOTING REF GENERAL • ��`��.�� 6��tt REF FDN PLAN AND NOTES FOR TRUCK�� ' DOCK SLAB REF 1-S2.1 FOR PEDESTAL CONT WALL OTING REF ___ •. '�. '�. '�. A SCHEDULE FOR FTG ~+`~+•� •�••~�SIZE AND REINF \ REINFORCEMENT —:—// f 'I IP�� FDN PLAN AND SCHEDULE —� �� rr CONT WALL FOOTING REF . cc �^�^�' FOR FTG SIZE AND REINF 0 REF FDN PLAN 0 d� i� o�'�� `� v o, FDN PLAN AND SCHEDULE _ ° ° • AR05451r. TOF EL ° s \ \ FOR FTG SIZE AND REINF \ N\ �•! ! ! - ��.��!!�� _ REF FDN PLAN \ TOF EL CHECKED BY: WKH • ~ REF FDN PLAN43 ° ° , • \v \ • N H- • • • • • • III ° ° TOF EL e . a o . a \ DRAWN BY: � � 0 O f f O O `_ \ C 1 \ \ FILE NAME: To 3" �, 3" U 1 ° _'II__ e ° e "� U 1--- 0 t • \ U / / 3" CLR 3" CLR / PROTO CYCLE: 012712 CLF( CLR — —I \ • • - 1'-6" `o1'-2" 1'-0" \ 1 1'-6" 10" DOCUMENT DATE: 041012 / / ,1' STANDARD ACI ,' / / if3" CLR HOOK TYP 3" CLR 5'-0" 5'-0" / / W / / SECTION BELOW / / / T / / COL BRG EL DOCK WALL FOOTING0 COLUMN PEDESTAL AT DOCK WALLS EXTERIOR WALL FOOTING AT TRUCK DOCK NOT USED 3/4" = 1'-0" 032610 S2-007_150 6 3/4" = 1'-0" 012712 s2-006 3/4" = 1'-0" 082611 S2-005 4 NOTE: GRID CL OF COLUMN PROVIDE PEDESTAL WHERE AND SPREAD FTG TOF EL=97'-4" OR LOWER. REF PLAN WRAP COLUMN WITH REF COLUMN SCHEDULE / / FOR COLUMN, BASE PL, FLEXIBLE FOAM CLOSED AND ANCHOR BOLTS CELL EXPANSION MATERIAL NOTE: 8" CMU WALL REF 2-S2.1 (12" AT SIM) REF CMU WALL • v REF CMU WALL t •48" CMU WALL ♦ ►� IF CONCRETE STEM WALL NI..- '� WATERPROOF BASE PL, ANCHOR REINF DIAGRAM 6.uiF: w HEIGHT IS LESS THAN LAP �i ;'REINF DIAGRAM �+: (12" AT SIM)• ►�• BOLTS, AND COLUMN WITH LENGTH OF VERT REINF, 4 ': EXTEND DOWELS PER LAP •PMEJ AND SEALANT IF i i ASPHALTIC MASTIC BELOW FF EL !It DOWELS MUST EXTEND UP : SCHEDULE ON 5-S4 INTO GRID PMEJ AND SEALANT IFREQUIRED, REF ARCH ♦ REQUIRED, REF ARCH 1AND LAP WITH THE REINF IL: CMU WALL REF CMU WALL CL OF COLUMN 30# FELT JOINT IN THE CMU WALL GRID :►! ►� • VERTICAL REINFORCING CL OF COLUMN AND SPREAD FTG REF COLUMN SCHEDULE AND SPREAD FTG PAVING ►� �� CONT, TYP SCHEDULE FOR SIZE AND 7. ►• PAVING ►4 ►4IV:_ —_ -_ ! REF SLAB PLANO : ;iREF SLAB PLAN �� SPACING FOR COLUMN, BASE PL, ►! !i ----_--_- • WRAP COLUMN WITH AND ANCHOR BOLTS - - - ---- __ REF SLAB PLAN -------- REF COLUMN SCHEDULE FLEXIBLE FOAM CLOSED REF PLAN WRAP COLUMN WITH ►� FF EL �i FF EL$ ►� FF EL FOR COLUMN, BASE PL, CELL EXPANSION MATERIAL FLEXIBLE FOAM CLOSED I i „ —__—__—__ ►� !�AND ANCHOR BOLTS i REF 2—S2.1 REF CMU WALL CELL EXPANSION MATERIAL 1 1/2 NON—SHRINK GROUT BELOW COLUMN All: �: REINF DIAGRAM i ►• BASE PL PLACED AFTER ERECTION AND (1) #5 CONT WATERPROOF BASE PL, ♦ REF 2—S2.1 ►� PRIOR TO INSTALLATION OF ROOF DECK TYP 2 5 CONT AT SIM) ir.::: #4 DOWELS AT 16" OC 1 1/2" NON-SHRINK GROUT ANCHOR y ►. • 4111 (( ) # ►� ' ►� WITH STANDARD ACI HOOK BELOW COLUMN BASE PL PLACED BOLTS, AND COLUMN WITH ' '� WATERPROOF BASE PL, ANCHOR ,l•� : :., ,.;::; REF COLUMN SCHEDULE SOLID GROUT ALL IIIASPHALTIC MASTIC BELOW FF EL PMEJ AND SEALANT IF ► �� BOLTS AND COLUMN WITH EXTEND CONT STEM WALL �\ — AS SHOWN (PROVIDE EF G T U AFTER ERECTION AND PRIOR TO ! i COL BRG EL CELLS BELOW GRADE P REQUIRED, REF ARCH !� ASPHALTIC MASTIC BELOW FF EL REINF THROUGH COLUMN " I ' ♦� �' " ‘°3 R WITH 2 CLEAR AT SIM ''c '4 PEDESTAL IF CONTRACTORS :-37c-- •<<- INSTALLATION OF ROOF DECK, TYP ► •!� \ PROVIDE HORIZ REINF & In S ,V QE4S REF SLAB PLAN PAVING , �4 OPTION IS USED AS INDICATED IN CMU I �� N� yFF EL ► i. 2" CLR C�< F► • // �- ffi PROVIDE THREE TIES WITHIN WALL REINF DIAGRAM t , LEVELING MORTAR BED �� „ �,< ci34�p ► •i i 5” - • BELOW FIRST COURSE 8 , ► !4 THE TOP OF PEDESTAL / / REF SLAB PLAN • :'•�s 12" AT REF FDN PLAN AND SCHEDULE i USE TOP REINF IF -- --- ► •:.'.''7 ---- ► ! ( `�-q1 ► FF EL 1-S2.1 i \ ► ! CONT WALL FOOTING ► • , ►� REF 1-S2.1 FOR PEDESTAL ► %,..0.0.401,#,- SIM FOR FTG SIZE AND REINF REQD IN SCHED —__—__ ► -- : ____ I • • 0•�+� i! REFFDN PLAN AND ) #4 AT 12" OC HORIZ OREGON ► J 'V - - SIZE AND REINF r,iZ4ig,is►. E �i�i�i. lit REF FDN PLAN AND ► - . 1 1 2" NON-SHRINK GROUT BELOW COLUMN •X• •r�.,y �; SCHEDULE FOR FTG - - - (PROVIDE EF WITH 2" gy a f;,:::- ';� REF FDN PLAN / �..:.•,► :•t r3 \ \ , SCHEDULE FOR FTG ♦ BASE PL PLACED AFTER ERECTION AND - Y!�`�!��► 4 `��i' CLEAR AT SIM)L TOF EL REF FDN PLAN AND SCHEDULE •, .,•%y . : . .. SIZE AND REINF Vic._ �,.�• ;. a� �,•1as e e • s SIZE AND REINF i - ii• ►�• �t �+i:. r11 K_� PRIOR TO INSTALLATION OF ROOF DECK, TYP EXTEND CONT WALL FOR FTG SIZE AND REINF „..,.......,, ... .4.i�� q:c, - t . . REF FDN PLAN Y�+` `' REF FDN PLAN O_\� ' '�' FTG REINF THROUGH 2" CLR \ tgxPIRES4VOL__ ov f— ♦ REF FDN PLAN - COLUMN SPREAD FTG /''L STANDARD ACI HOOK EA END, TYP TOF EL TOF EL TOF EL$ FOUNDATION DRAIN i i FOUNDATION DRAIN REF FDN PLAN REF ARCHITECTURAL 1- I-- ► ° e ° • Q TOF EL s--- s \ REF ARCHITECTURAL s - ras — `� — FOUNDATION J 3� / / /3N 3„ 3 DETAILS CL W CLR EXTEND CONT WALL -\ ° J ° ° ° DOWELS MATCHING CLR/ / / /CLR 3" FTG REINF THROUGH 3" \ / / CLR/ / COLUMN SPREAD FTG / /CLR 3" / /CLR AND SPACING WITH 3" CMU WALL REINF SIZE / W / U REF 1-S2.1 „ CLR/ > PLACE LEAN CONC FROM BOTTOM OF FOOTING TO FROST DEPTH W 3 / / / / /3 W STANDARD ACI HOOK BELOW EXISTING GRADE IF SUBGRADE IS FROZEN BELOW FOOTING. / CLR( CLR W / / REF TYPICAL FOR ITEMS SHOWN BUT NOT NOTED. REF SPECIFICATIONS FOR COLD WEATHER CONC REQUIREMENTS. WITHOUT PEDESTAL / /ai TYPICAL CONTRACTORS OPTION WITH PEDESTAL_ a,N INTERIOR COLUMN FOOTING EXTERIOR COLUMN FOOTING EXTERIOR WALL FOOTING ED 3/4" = 1'-0" 073010 S2-003 3/4" = 1'-0" 073010 S2-002 3/4" = 1'-0" 112709 S2-001 SHEET: N ,,_ ,..--, S2 mti 00 PROVIDE OPENING IN CMU CMU LINTEL, REF 2-S4 PIPE COLLAR ° L4x3x1/4 (LLV) WITH z WALL FOR DRAIN PIPE WHEN ` Z 1/2" DIA x 0'-4" o L4x3x1/4x0'-3" • H- TOF EL IS 96'-0" OR LOWER. 16" WIDE OPENING IN Eii a ANCHOR EMBED INTO c� REF 2-S4 FOR OPENING �� o EPDXY ADHESIVE, FOOTING AT EACH DRAIN �a REINFORCEMENT DETAILS- — — o WELD TO PIPE COLLAR LOCATION �� 411141( m• o BOND BEAM WITH ', SECTION A _ L4x3x1/4 (LLV) WITH 1/2" i (1) #5 CONT iI i V DIA x 0'-4" ANCHOR SECTION A _ y EMBED INTO ADHESIVE, PAVING !i1 iF WELD TO PIPE COLLAR t 1 i 1 N ,! II II iR 6 SECTION A 22" REF ARCH DRAWINGS N z II -' i' PMEJ AND SEALANT IF ►�, ►i / n a — ----- ---' ►_ ! REQUIRED, REF ARCH ,�! — PLASTIC TRANSITION COLII) 0 —_--_------ ► STRIP REF GROCERY .- 0 • „IM REF SLAB PLAN F `, i PAVING 11. FACE OF FREEZER (4) 2x12 PRESSURE Na PMEJ AND SEALANT IF : ! i u 'i ' u FF EL M--- ---- WREQUIRED, REF ARCH :. ! REF FDN PLAN i i u TREATED LUMBER dNO.TOF EL$ • i �� F REF SPECIFICATIONS ~ N CMU OR REF LAP SCHEDULE ►� i i CONCRETE WALLI ------------ ;��♦ F FOR RIGID INSULATION ►i I 10 MIL POLYETHYLENE VAPOR CMU OR CONCRETE WALL PMEJ AND SEALANT IF �i RETARDER WITH TAPED JOINTS W wap CMU LINTEL, REF 2-S4 ( IJ REQUIRED, REF ARCH ! w �n�/-,-w oz�, I \ ► I REF GROCERY ARCH FOR 0 moz� <-,p ' y (1) #5 ABOVE AND 1 ►� ”-'zip ow� Wz ,' f' ro 1 PIPE MUST GO THROUGH PAVING ►• LIMITS OF VAPOR RETARDER w Lot -''Bmw as0�o<a y - BELOW OPENING EXTEND !�• 6 NOT USED cc W< )--LZccW(DZp r er < O W-z<N WALL AT 8" ABOVE TOP ► � p~ W 2 -0 PAST FACE OF REF SLAB PLAN SLEEVE EACH SIDE OF FOOTING, STEP \--------- / i� � � FF EL • Ci O =!Z-2- ., < `J W c�zo o� < JO (n=r FOOTING PER DETAILe.►� aN o�Z� ooW�o+ x oaai 14-S2 EACH SIDE OF z a� ��aWw new REF PLUMB i I I ^� 0 3L'732 oo� czamla< T , DRAIN AS REQUIRED z INVERT EL � � :..►� y � � zcn<3o�`'cnoa��ozz C9az\� pKpUw O� REF 1-S2 FOR ITEMS 1 -I � �� -¢' <<c,z ,_ z -�wc-DF-" SHOWN BUT NOT NOTED r w s�v -4,� -zow 1 "f ►� / / ANGLE AND ANCHOR BY E_ Naizo VctoLutaoza0}< REF PLUMB VARIES pow <L40,,,,, �m INVERT EL ►. REF ARCH MANUFACTURER, TYP a �wz owccaow<o in d .I 16"x16" OPENING IN z REF 1 REINF FOR DRAWINGS • • • \ T STEM WALL REF MECH h. oo SLAB REINF ••,- FOR PIPE ELEVATION � REF FDN PLANO ��®� I REF SLAB PLAN CONC SUBSLAB \ TOF EL IF FF EL LAP /LAP PIPE SLEEVE 2" TO 3" 30# FELT JOINT �jV-4" TYP FOOTING REINF. REF It CONT, TYP = 1 L` N/ / (- SPLICE PLICE i LARGER THAN PIPE REF 1-S2 FOR ITEMS V � FOUNDATION SCHEDULE -�� ►: •;i REF FDN PLAN$ 1 _ _ \ II L4x3x1/4x0'-3" 2-0 s--- s SHOWN BUT NOT NOTED TOF EL Q Q �v a`� PROVIDE BARS TO MATCH / 2'-6" / w PIPE COLLAR TYP FOOTING REINF = 1'-0" u cc u SECTION B REF 1-S2 FOR ITEMS co cn TYP , z SECTION A < REF ARCH FOR SIZE F- TOF EL = 98'-8" TO 94'-8" TOF EL = 94'-0" AND LOWER sHowN BUT NOT NOTED. -LN Q > AND LOCATIONS OF D DRAIN PIPE AT FOUNDATION WALL INSULATED FREEZER SLAB PVC PIPE PREMANUFACTURED z R / REFRIGERATION o 18 3/4" = V-0" 032610 s2_1-018 1 7 3/4" = V-0" 051009 S2_1-017 PIT REFRIGERATION PIT 1" REF ARCH DRAWINGS 3/4" = 1'-0" 053102 S2_1-015 p in FACE OF FREEZER •-+ PLASTIC TRANSITION STRIP O 0 NOTE:, REF GROCERY CONTRACTOR SHALL (2) 2x12 PRESSURE C= FD MAINTAIN TIGHT JOINT TREATED LUMBER BETWEEN WOOD BLOCKING REF SPECIFICATIONS REF ARCH FOR CONC °-0" CL OF TRENCH EDC 0 % O AND CURB. F FOR RIGID INSULATION CURB IF REQUIRED 1/2 DIAx10 SMOOTH ROUND DOWEL AT '1' TYP / / DRAIN AND -n 24" OC CENTERED ON JOINT. DOWELS THICKENED SLAB I CMU OR STUD WALL VLn o MANDATORY CONST JOINT 10 MIL POLYETHYLENE VAPOR 3/4" DIA x 10" SMOOTH PMEJ AND SEALANT IF MUST BE LEVEL AND SQUARE WITH JOINT I I REF ARCH W I'0 E-4 LOCATION. DO NOT POUR RETARDER WITH TAPED JOINTS DOWELS AT 24" OC REQUIRED, REF ARCH (REQUIRED ONLY AT CONC PAVING) #4 AT 16" OC CONT SEALANT REF ARCH a) x FLOOR SLAB INTEGRAL REF GROCERY ARCH FOR 3/161 w WITH FREEZER SLAB WALL LIMITS OF VAPOR RETARDER PAVING REINFORCE SLAB WITH PMEJ AT MASONRY WALL Q REF CIVIL DRAWINGS FOR REF GENERAL NOTES FOR 16" \ I O #4 AT OC EWTREATED 1X AT STUD WALLS CONCRETE SITE PAVING TRUCK DOCK PAVING AND _ m z l L4x4x3/8x0'-4" z REF SLAB PLAN N J Q • 1 CONCRETE PAD, REF ARCH FOR ° _ FF EL REINFORCING �� __ —__ j \c� \ wo m z (4 LOCATIONS AT 3 EQ -Lo • \ o U EXACT SIZE AND LOCATION SPACES EA SIDE OF EDC) LLJ ---- * co = _ ` ,, 2 '- _- CONST JT WITH PLATE \ "!_ �j PLATE DOWELS �t \ w z lo w v o AT 24" OC Co I a w DOWELS AT 16" OC, TYP w U o r .- \ `� (NO CONST JT AT SIM) m\a #4 CONT WITH ° ° REF FDN SUBSURFACE _ — -� 11 CORNER BARS w NOTE: \ \ PREPARATION NOTE FOR `'� v (6) #4 CONT OPTIONAL #4 AT 12" OC EW DOWELS MUST BE LEVEL 2'-0" ;,,� UNDERSLAB REQUIREMENTS 3" 3" REF PLUMBING AND E" w 0 / / / AT DRAIN ARCH DRAWINGS ct CONST JOINT AND SQUARE WITH JOINT / / REF ARCH FOR CLR CL' CONT SUBSLAB 3' / / / 3' (2) #4 CONT WITH FOR ALL LOCATIONS 1/2" DIA A307 THREADED ROD LOCATIONS WHERE SLAB PROVIDE WATERSTOP CLR CLR CORNER BARS WIDTH OF OF RAISED ANCHORS SET IN ADHESIVE WITH Z IF „ SLOPES TO DRAIN / /OPTIONAL CONST 6" CON S TR U C TI 0 N JOINT / / +1 1 -0 TRENCH DRAIN REF ARCH CONCRETE PADS ED C TO 2 1/2" EMBEDMENT JOINT IS USED / -0" MIN / / , INSULATED FREEZER SLAB AT TRUCK DOCK RAMP SLAB AT COMPACTOR TRENCH DRAIN RCONC PADSLABQ ATTACHMENT 1 4 3/4" = 1'-0" 073010 S2_1-014 3/4" = 1'-0" 013009 S2_1-013 12 3/4" = 1'-0" 051009 S2_1-012 3/4" = 1'-0" 062609 S2_1-011 1 0 1" = 1'-0" 033111 52.1-010 v 1 1/2" = 1'-O" 051009 S2_1-009 ISSUE BLOCK 1/2" DIA x 10" SMOOTH ROUND 1/2" DIA x 10" SMOOTH REF ARCH REF MANUFACTURER FOR SLAB DOWELS AT 24" OC (3 MIN) ROUND DOWELS AT 24" OC 1/2" DIA x 10" SMOOTH ROUND / EXTENTS, THICKNESS AND CENTERED ON JOINT WITH GREASE CENTERED ON JOINT. DOWELS (3 ) 1 2 DIA x 10" SMOOTH REF ARCH FOR LENGTH OF STOOP DOWELS AT 24" OC MIN ROUND DOWELS AT 24" OC 1/2" DIA x 10" SMOOTH ROUND REINFORCING. SLAB SHALL MANUFACTURER'S COVER CMU BEYOND ON ONE END, LOCATE DOWEL 4" MUST BE LEVEL AND SQUARE CENTERED ON JOINT WITH GREASE CENTERED ON JOINT. DOWELS DOWELS AT 24" OC (3 MIN) MEET THE REQUIREMENTS FOR PMEJ AND SLIDING DOOR REF ARCH ON ONE END, LOCATE DOWEL 4" FROM FACE OF CMU AT EACH END WITH JOINT (REQUIRED ONLY � MUST BE LEVEL AND SQUARE CMU BEYOND CENTERED ON JOINT WITH GREASE H2O TRAFFIC LOADING PMEJ AND SEALANT (REQUIREDIIII ONLY AT CONC PAVING) AT CONC PAVING) SEALANT FROM FACE OF CMU AT EACH END .—/ REF ARCH REF ARCH #4 AT 16" OC EW WITH JOINT (REQUIRED ONLY ON ONE END, LOCATE DOWEL 4" '-� 1--� Ll '� • PAVING AT CONC PAVING) PMEJ AND SEALANT FROM FACE OF CMU AT EACH END INSLOPE REF ARCH P . ) n c0 REF ARCH _________ _PREF SLAB PLANN PAVING SLOPE PAVEMENT TOC EL W FF EL REFTOC ELCH \ __ _ \c� L L \ EF SLAB FF y SLOPE -------- 4 s --/ SLABPAN OR GRADE AWAY 0� "co ------ a I REF ARCH __— EF L .• e,. IF TOC EL _--, FF EL FROM MANHOLES \- tore. SA. _ AO' 4Powaskwaxwat pi P"' u ��— --------- J �� PAVING 11[ _ 2'—O" m �L♦ ► , 1 ------ :♦3x4'-0" DOWELS X`: •'►� ., !i 1 •�1�. � ► °°# w cn _ • o .!• #3x4 -0' DOWELS 2 -0 I I�1 1�Nit•-�-�►` J 4 ` � REF MECH FOR LOCATION • AT 16" OC (3 MIN) 0j 0 F- w SLAB TURN DOWN ON �.:. ►� o *- • � ► „° = a AT 16” OC (3 MIN) I �. ! 2'-0_ N AND EXACT CONFIGURATION N = F- w o \ \ THREE SIDES TYP ►�• L w 0 ♦ ! #3x4 -0 DOWELSOF GREASE INTERCEPTOR a w 0 z - I I cc i `y 0 I- L.L. SLAB TURN DOWN ON ! w w 0 `� v _ - w 1-- THREE SIDES TYP ► AT 16" OC (3 MIN) o J (2) #4 CONT WITH (1) #5 CONT LAP WITH REINFz •i -c (1) #5 CONT LAP WITH REINF a Q 3 3 E— m ♦ . ► 0 w CLR / /CLR CORNER BARS w w o �i IN BOND BEAM BEYOND I I :1111 IN BOND BEAM BEYOND o o Q (1) #5 CONT LAP WITH REINF CHECKED BY: WKH 3000 PSI CONCRETE I1Ii 0m > wASTM C-33 #57IN BOND BEAM BEYOND AROUND TANK z0GRADED CRUSHED • p z 1' 0°' - '� ((2) #5 CONT AT SIM) DRAWN BY: N z 0 w STONE OR EQUAL z ? �, fASTM C 33 #57 PEA GRAVEL BELOW TANKS WITH . REF FDN PLAN ►� A l• : I — _ ct - REF FDN PLAN w - = GRADED CRUSHED ' !i .•� 3/4" MAXIMUM AND 1/8" MINIMUM TOF EL$ TOF EL z 0 w STONE OR EQUAL .• FILE NAME: ` - - ►' FDN AN iciiipl,_ PARTICLE SIZE• . GRAVEL SHALL BE -f z c . .. REF PL CLEAN AND FREE FLOWING, FREE NOTE: _. NOTE: TOF EL PROTO CYCLE: 012712 "Lo �� . ., FROM LARGE ROCKS, DIRT, SAND, DOWELS MUST BE LEVEL 1 `1��•�_� 1+1��_ DOWELS MUST BE LEVEL : .�r4 NOTE: \ � / f° ROOTS, ORGANIC MATERIAL OR AND SQUARE WITH JOINT. 1 'A.S. .••��•• AND SQUARE WITH JOINT. 1 DOCUMENT DATE: 041012 r',.. Y y Y .- 1'-4" TYP DEBRIS. MATERIAL SHALL HAVE NO \ _ � •.+ � ��:�.. c DOWELS MUST BE LEVEL ....el*IREF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. 1 :„ �I9'I+I; AND SQUARE WITH JOINT. MORE THAN 3% PASSING THE #8 SIEVE AND SHALL BE COMPACTED SLAB AT O TO 98% STANDARD PROCTOR REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. SECTION AT GREASE INTERCEPTOR WITHOUT STOOP 6 SLAB AT VESTIBULE STOOP SLAB AT OPENING WITH STOOP 8 NTS 043010 S2_1-008_IPC2 3/4" = -0" 022610 S2_1-007 3/4" = 1'-0" 103009 52.1-006 3/4" = 1'-0" 052810 S2_1-005 GRID GRID 2'-4" 2'-4" WRAP COLUMN WITH 1" t 1 / FLEXIBLE FOAM CLOSED t (8) #7 VERT (8) #7 VERT FILL JOINT FLUSH WITH ADJACENT CELL EXPANSION MATERIAL \ \ FLOOR SURFACE WRAP COLUMN WITH �� ,Q ♦ (FILL TOP WITH 11111179111111 �� (sf RESAW CONSTRUCTION JOINT 1/8" x 1/2" FLEXIBLE FOAM 'O „ ELASTOMERIC SEALANT) 2" CLR J� 2" CLR T/4 DEEP TO PRODUCE VERTICAL CLOSED CELL EXPANSION 2��'�� _ TYP 121r TOC S AT TYP // i2„ TIES#3 OCAT Allik SIDE WALL AND HORIZONTAL SHELF MATERIAL (FILL TOP WITH - - r'/ - - — - - - - - TO SUPPORT JOINT FILLER. FILL ELASTOMERIC SEALANT) N GRID N \ ^ GRID ,_ _� WITH JOINT FILLER OR JOINT ♦� ♦ LiA i = = SUBFLOOR FILLER WHERE REQUIRED N cI . o 0 PER SPECIFICATIONS CONSTRUCTION OR SAWN - ,° + • ,- c,. / CONTRACTION JOINT, TYP 1 \ \ \ ~ 2 } / ♦ (2) #4x4'-0" BARS AT � CMU OR CONC PLATE DOWELS AT NOTE: EACH CORNER OF COLUMN INTERIOR NOTE: EXTERIOR STEM WALL TYP 24" OC, REF SPECS DOWELS MUST BE LEVEL (DO NOT ALLOW REINF TO OVERLAP PEDESTAL EXTEND HORIZ WALL REINF AND SQUARE WITH JOINT. CROSS JOINT), TYP GRID REINFORCING AS REQUIRED GRID THROUGH PEDESTAL (IF ,cRU C T URS WHEN PEDESTALS OVERLAP APPLICABLE) 5 5) .•OF• s` REF SECT 5-S2 „ R Es FOR WALL REINF II I 1 Il IL CONSTRUCTION JOINT (CONST JOINT) STANDARD COLUMN NO JOINT INTERSECTION (81' c"u) (8' CMU) 44Ci' . �F °y #4 DOWELS AT 16" 3B 2A �� 1'-6" / REINF THROUGH / 1 -6, I e : 340Q '' EXTEND HORIZ WALL OC WITH STANDARD _ WRAP COLUMN WITH 1" (12" CMU) (12" CMU) EXTEND HORIZ WALL L. l' -�� FILL JOINT FLUSH WITH ADJACENT PEDESTAL (IF REINF THROUGH 0 REF FDN PLAN •' /Y `Z ACI HOOK EF FLEXIBLE FOAM CLOSED FLOOR SURFACE CELL EXPANSION MATERIAL >� APPLICABLE) PEDESTAL (IF OREGON SAWCUT CJ, FILL WITH JOINT FILLER (FILL TOP WITH (2)AT #4x4'-0"A O BARS WRAP COLUMN WITH 1 APPLICABLE) ' 33 OR JOINT SUBFLOOR FILLER WHERE _ m AT EACH CORNER ♦ FLEXIBLE FOAM CLOSED CMU OR CONC � N K TOF EL - J ELASTOMERIC SEALANT) OF COLUMN CELL EXPANSION MATERIAL STEM WALL TYP (8) #7 VERT i' REQUIRED PER SPECIFICATIONS TOP WITH y xpIfiEs9isol� o (FILLlk, \ 'I. \ 0 1/8" x T/4 DEEP SAWCUT >> ELASTOMERIC SEALANT) -•� .• D �. �,✓ (2) #4x4'-0" \ CONSTRUCTION OR SAWN �'' \ fi - v = RE-ENTRANTAillh_� CONTRACTION JOINT FOR WET CUTTING CORNER BARS ti \ = OR EARLY ENTRY SAW CUTTING 0 CONTRACTION JOINT, TYP ��A CZ-p, 2,TYP R// I - N 2 TYP R// I #3 TIES AT �, REF FDN PLAN = ‘.- �G�� 12" OC FOUNDATION Wr AND SCHEDULE FOR FTG REINF / ^\1 0 .d/- I - - - \\ - \ - GRID N - - - .-f - GRID DETAILS 0 REF FDN PLAN \ l i #3 TIES AT • 1/ TOF EL /1 #4 AT 12" OC EF 1- o 3„ REF SLAB PLAN TO JOINT (DO BARS1 N ALLOWLLEL .♦♦..♦♦♦♦♦.♦.♦�r..♦�r♦.♦.♦.♦�r♦♦�♦♦♦♦♦♦.♦ 'N. \ 1\i4 • • _ . - ;�N. LAP CLR/ / FOR SLAB REINF REINF TO CROSS JOINT TYP ♦♦•♦♦•♦♦••♦♦♦♦♦•♦♦♦ \ �� (8) #7 VERT \ °, \ SPLICE )� 2'-4" 2'-4" CMU OR CONC ro REF FDN PLAN 3'-0" LAP / / / / STEM WALL TYP o; AND SCHEDULE �' f- SPLICE (AS REQUIRED) CONTRACTION JOINT (CJ) ONE JOINT INTERSECTION COLUMN AT WALL, NO JOINT N FOR FTG REINF 3A 2B 2D RE-ENTRANT CORNER EXTERIOR CORNER ai 3 C4) EXTERIOR WALL FOOTING CONCRETE SLAB JOINTS COLUMN ISOLATION WRAP PEDESTAL REINFORCING SHEET: 3/4" = , „ „ , „ „ 1 „ 3/4" = , 1, 1 -0 051009 S2_1-004 3/4 = 1 -0 042911 S2_1-003 1 = 1 -0 062609 S2_1-002 1 -0 051009 S2_1-001 S 2 . 1 ,--.7.. co 0H U a z ca rn W ICC • U O m Q 0 0 coT W Ce n r v, = n co cvcq w N W V LL LI A < m o m LI> r U PROVIDE (2) CELLS REF CMU WALL r < 4a OF JAMB REINF EACH REINF SCHEDULE 2'-8" 1- Fr SIDE OF OPENING. REF FOR SIZE ANDREF ARCH 2-S4 FOR DETAILS. SPACING OF MIN TO PARAPET EL REF ARCH REINFORCEMENT TO PARAPET IIIIII I II I I 1 REF TYPICAL FRAMING ow w "' c aDwo I I I I I I I I I I I 1 SECTIONS FOR ITEMS ' �w a " Oi5zI I I I I I I I I I I �k SHOWN BUT NOT NOTED ofo 0 REF ROOF FRAM PLAN I I I 111111111 REF ROOF FRAMING PLAN : ,-,-ce o .5 . , 00 ¢\ TO BOND BEAM EL I I I I I I I I TO BOND BEAM EL w :1/111:11Iw 0 I. Z 1111111111111 z <I I I I I I I I I I I , IF THIS DIMENSION EXCEEDS 0 iv L-8" OR 24", PROVIDE P ' cGROUT WALL SOLID pOPENING REINFORCEMENT o TO TEMPORARY OPENING IrI I III dIrI II ABOVE OPENING, TYP J o i I I II :*in; PER "TYPICAL MASONRY d �W <� wWazSwm WALL OPENING DIAGRAM pNmz_ Dur�oo6<o> REF SECTION A FOR LINTEL �� I REF ARCH FOR P/C SUPPLIER TO y2oosm ¢¢wrc¢a REINFORCEMENT DETAILS I I I PRECAST CONC CAP PROVIDE ANCHORAGE AND SCHDULE" DETAIL AT CMU WALL; CONTACT I I BOND BEAM WITH (1) #5Ml WITH 4" EMBEDMENT INTO SOLID GROUTED STRUCTURAL ENGINEER I I I I CONT (DO NOT USE CLOSED REF CMU WALL REINF MASONRY AT CONCRETE WALL L I I I BOTTOM LINTEL BLOCKS) :' �' EXCAVATION PIPE TO CLEAR • SCHEDULE FOR SIZE liii I I I I ,��, AND SPACING OF REINFy SLEEVE BY 1" MIN I I I I t1 �te BONDBEAMWITH \ TOOTH MASONRY INFILL I I CMU INFILL TO i IIJII TO TEMPORARY OPENING it (1) #5 CONT •.!q III I I H MULTIPLE t //\\��%/�//\/\ /\/\j/\jjj\j� \///� ALL AROUND :�,1 „H' ' 1=IIII I •TH EXISTING WALL MATCH EXISNG II I PROVIDE REBAR COUPLER IIMASONRY INFILL a PMEJ AND SEALANT IF ; =1= III—III PENETRAONS \j /\j /�j / / _ / /BOTH SIDES, TYP WALL w �!'� � `� `� `� /, \\ \ \\ \\ \\ \\ \ --- /NA\ Z i I' I AT EACH VERTICAL BAR ,:: VERTICAL INFILL REINF TO w REVD REF ARCH �.y_�. I I CONCRETE OR �\ 14� �� 4� �� 4=�► j//\ /\//\//\//� M\ z To I I I I I I (DO NOT SET BARS WITH MATCH SIZE AND SPACING .•-�-!: I 1 II CMU WALL �� U? CI!? \_!�► \ REINFORCED i//\/ /\\//\\//\\//�0 --- / F- �`I i i I I I I I I I I i SIDEWALK !'�"•• . /\ \\/\\/\\/\\/\ \ ___ \\/\�\ ADHESIVE) OF EXISTING REINF �A ►lI0.; - CELL (TYP) /\/ /\/\/\/\/\//\ \/\/\/\/ ( I I I I I I I I I I - �— ! REF FDN PLAN \% \ \ \%\/\\\, _ \\\\\\\ < z ---- i ` \\ \ \ \ \ \ \ \ \ NO PENETRATIONS I I I I I i I I I 11 I I I I I ►. 1 / ,\/ moi,\//\ p J I I I I I I I CONTROL JOINT = -__-__-_ ,., ►� TOF EL \\ \\ \ \\ \\ \\ \\ \\j\\ ` ALLOWED IN FOOTING c� I- • �. REF ARCH FOR PIPE // // / / / / REF PLAN FOR SECTION A a '� ►! \/\ \/\/\/\/\ /\/\\< DRILL AND SET BOND BEAM IIIIIIIIIIII w �. • DRAINAGE DETAILS \ \/ \ REINF INTO GROUT FILLED I I I I I I I I J- LOCATIONS /z'=r-o' C ,,, co , „ PIPE SLEEVES / / // // // / / // //. r w Mg AND BACKFILL \ \\ \ \ \ \ 0 a 0 `• MATERIAL \\/\\\�\ \\\\\\\\\ \ \ \\\/\\\/\\\�� /\\/ \ CELLS WITH EPDXY ADHESIVE I I I I I I I I I I I I NOTES: oc w 1- / / / / / / i AND 6" MIN EMBEDMENT I I I I 1. TEMPORARY TRUCK ACCESS SHALL NOT BE LOCATED IN m z z ��\\\/\\ ® \/\\ \\// o \\/\\\\ �, \\\//_/ ' `\� 0 z r 8" CMU WITH #5 BAR //\ ///// /j/\�// / 'j /\� /( ,� A LOAD BEARING WALL. m < ® \ , \ AT 48" OC GROUT \ /\/\\ \\/\\/ O O I I I w \•X \ \ /\//\ /\//. I I I I 2. TEMPORARY TRUCK ACCESS OPENING SHALL BE LOCATED o w w p SOLID FULL HEIGHT /�\/�\/�/�\, ^�1 \\,� ,� ,� ,� A. ,� ,�\;' \ REF PLAN I I I I I AT LEAST 2' 8" AWAY FROM CONTROL JOINTS. z w p % 4" ALL AROUND NO EXCAVATION 2 0O OCM Zi FF EL I- ---r ---�I - ------ rt -I--t----I�� Q W �� BELOW THIS LINE 1'-6" MIN Q REF PLAN I I I I I ( ( I I I I I I 3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE 3 o / / TOE EL + FOUNDATION BELOW THE OPENING. o = w �-n N I in v o FOOTING ELEVATION FOOTING SECTION V w M E. IMPREF PLAN FOR DRILL AND SET VERTICAL 1--x-1 in 04 FOOTING 14'-0" MAX OPENING DOWELS INTO FOOTING NOTES: REINFORCE CMU INFILL / / WITH EPDXY ADHESIVE (2) #5 CONT 3" 3" 1. FOOTINGS MAY BE STEPPED DOWN, WITH THE APPROVAL OF THE STRUCTURAL 0 0 0 WITH VERTS MATCHING AND 7" MIN EMBEDMENT CL' CLR REF ARCH FOR ENGINEER, IN ORDER TO AVOID CONFLICT WITH PIPES. SEE "FOOTING STEP" DETAIL. Z LOCATION OF SIZE AND SPACING OF PLANTER NL J EXISTING WALL 1--� 0 0 ® TEMPORARY TRUCK ACCESS WALL REINFORCEMENT PLANTER SECTION TYPICAL PIPES AND TRENCHES AT FOOTING 1/4"=1'-0" s2_2-12 3/4" = 1'-O" 051009 S2_2-010 0 3/4"=1'-0" TYPDET_PIPES&TRENCHESQ 6-1 w oz co 0 -. NOTES: 1) AS REQUIRED, INCREASE FOOTING WIDTH AT PILASTER TO 8" BEYOND OUTSIDE FACE OF CMU PILASTER. y ISSUE BLOCK 2) PROVIDE (1) ADDITIONAL #5 BOTTOM REINF FOR EVERY 8" INCREASEt IN FOOTING WIDTH FROM THE CONTINUOUS PERIMETER FOOTING. (12) #6 VERT WITH STD 3) REF 1-S4 FOR CONTINUOUS WALL FOOTING REINFORCEMENT. \ �� ACI HOOK AT TOP WIDTH OF PILASTER OR WALL + 1'-0" #4 TIES AT #5 REINF (REF NOTES) I 1." CLR r ■� 6" OC, UNO �� 3" (REF ARCH) 3" f� PROVIDE #3 BARS TYP NOTE: FINISH MATERIAL M 0 CLR CLR' BOT AT 24" OC, TYP \ NOT SHOWN FOR CLARITY CMU WALL \ • _ a 0 SECTION H CONTROL JOINT CONCRETE COLUMN \ FINISH MATERIAL, CL OF CONCRETE COLUMN s 0 REF ARCH TYP AND SPREAD FOOTING 41tn SECTION PMEJ AND SEALANT IF w REQUIRED, REF ARCH TYP -\ i t PAVING, TYP - FOUNDATION REINFORCEMENT DOWELS MATCHING VERT REINF ti * -I1 CHECKED BY: WKH WITH STANDARD ACI HOOK, TYP m1 0 DRAWN BY: REF ARCH REF FDN PLAN AND rI rn a UJ / SCHEDULE FOR FOOTING w J FILE NAME: 1 MASONRY PILASTER SIZE AND REINF lz EXTEND CONT WALL FTG REF VERTICAL WALL OR DOUBLE WYTHE REINF THROUGH COLUMN PROTO CYCLE: 012712 FOOTING PER 1 REINF SCHEDULE 1 WALL, REF ARCH FOR SPREAD FTG AT SIM EXACT LOCATION 0 DOCUMENT DATE: 041012 PLAN r'r�440r44SI.444444:4:044v�f •4r• ► ! ' ' ' ' ' ► REF FDN PLAN 3'-O" MIN, TYP ► ► ► #2iv i ► . . ►)ar ►, TIES AT los �`��•. . . . ..i.TY.'.ri... '►+i. ..�1.4-..®� 16" OC, TYP \ I s . e e • • ' • s TOF EL 1 / REF FDN PLAN . . �^ ► ---M\ • • I REINFORCE PILASTER AND BUILDING WALL WITHe. BUILDING WALL �\ ' " ! • \ VERTICAL REINF BARS MATCHING VERT WALL REINF SIZE. \ \ -_ PROVIDE REINFORCEMENT EA END OF PILASTER AND (5)#5 TOP ADDED (5)#5x6'-0" TOP CENTERED ON REF VERT REINF SCHEDULE FOR INTERMEDIATE SPACING 3" CLR 3" CLR AT OPENINGS IN CMU CONTROL JOINT LOCATIONS WALL REINFORCEMENT • • • • CMU WALLS BOTTOMINREINF. PER PILASTER AND / W / FOOTING SCHEDULE Q TOP FOOTING REINFORCEMENT DETAIL R DOUBLE WYTHE WALL REINF 9 CANOPY COLUMN FOOTING NO SCALE S2-207 v 3/4"=1'-0" 073109 s2_2-008 O 3/4" = 1'-0" S2_2-007 STOREFRONT REF ARCH J (1) #5 CONT LAP WITH 6 N O T USED PMEJFAND SEALANT BOND BEAM BEYOND REF ARCH �� (WHERE APPLICABLE) N REF ARCH 0 3O# FELT JOINT , N TOC EL CONT, TYP R�� .•p�s N PAVING �ti.• s/ 11 CL I HSS POST, REF PLAN O y r F O m __ __ REF SLAB PLAN F y POST PMEJ AND SEALANT IF c FF EL i 340p. P 9 I REQUIRED, REF ARCH #4 DOWELS AT 12" OC / y� • I WITH STANDARD ACI - OREGON qb SREF ARCH WATERPROOF BASE PL, ANCHOR HOOK AS SHOWN • 'tlgy TOC EL BOLTS, AND COLUMN WITH 13 ASPHALTIC MASTIC BELOW FF EL Z&JN 1CUS 3/4"x9"xt'-0" BASE PLATE REF FDN PLAN AND SCHEDULE XPIRES9I3QLS�SL` FOR CONT FTG SIZE AND REINF (4) 3/4"x9" ANCHOR BOLTS I REF SLAB PLANO NOTE: 1 1/2" NON-SHRINK IT FF EL IF CONCRETE STEM WALL MI 8" GROUT BELOW BASE PL, HEIGHT IS LESS THAN LAP FOUNDATION PLACED IMMEDIATELY AFTER LENGTH OF VERT REINF, 4 AT 12" OC HORIZ POST IS PLUMBED J ve DOD LAPWELS WITHTHE REINF #UST EXTEND UP DETAILS �• `r., REF FDN PLAN IN THE CONC WALL Ilj TOF EL REF FDN PLANO Ern TOF EL I L : � .. O) 1 a; REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. N 0 NOT USED NOT USED POST AT VESTIBULE DOORS 0 NOT USED WALL SECTION AT STORE FRONT SHEET: 4 N -t 3/4" = 1'-0" 102811 S2_2-003 3/4" = 1'-0" 033111 S2_2-001 S2 . 2 c. w SHEET NOTES ._ o (11-1 U m 1. REFER TO SHEETS SO, S4, AND S4.1 FOR GENERAL 3. "BL" DENOTES CMU BLOCK LINTEL. REFER TO CMU 5. DESIGN JOIST FOR AN ADDITIONAL CONCENTRATED 7. REFER TO JOIST SCHEDULE NOTES AND RTU 10. DIMENSIONS LOCATING THE RTU'S/AHU'S WITH A 12. NOT USED 15. JOIST PARALLEL TO ROOF LATERAL DRAIN LINES 16. DESIGN JOISTS IN HATCHED AREA FOR (5) 250 LB 19. NOT USED. zm NOTES AND DESIGN CRITERIA. LINTEL SCHEDULE FOR SIZE AND REINFORCING. LOAD APPLIED TO THE TOP CHORD WHERE SHOWN BY FRAMING PLAN FOR RTU AND AHU JOIST LOADS AND (f) ARE APPROXIMATE AND CONTRACTOR MAY SHALL BE DESIGNED TO SUPPORT AN ADDITIONAL POINT LOADS APPLIED TO THE TOP CHORD SPACED AT w THE * ON ROOF FRAMING PLAN. REF JOIST SCHEDULE DIMENSIONS. 13. PROVIDE JOIST BOTTOM CHORD EXTENSION AND LOAD OF 70 PLF APPLIED TO THE TOP CHORD. JOISTS 2'-0" OC AT ANY POINT ON THE JOIST. REF DETAIL 20. DRAINLINE SHALL BE SUPPORTED FROM THE TOP o a ADJUST LOCATION OF CURBS TO THE NEAREST JOIST � � 2. NOTE TO GENERAL CONTRACTOR: REFER TO 4. NOTE TO JOIST MANUFACTURER: PROVIDE NOTES, AND RTU FRAMING PLAN FOR ROOF LOADS AND WEB AS REQUIRED FOR SUPPORT OF SOFFIT FRAMING. PERPENDICULAR TO ROOF LATERAL DRAIN LINES 5-S4.1 FOR JOIST REINFORCEMENT AS REQUIRED. CHORD OF THE JOISTS THAT HAVE BEEN DESIGNED g O SECTION 05120 OF THE CONTRACT SPECIFICATIONS 8. REF ROOF DIAPHRAGM CONNECTION DETAIL 9-S4 PANEL POINTS- ALL OTHER RTU/AHU LOCATIONS m U STANDARD BRIDGING COMPLYING WITH THE APPLICABLE DIMENSIONS. CANNOT BE MOVED. IF CURB EDGES ARE NOT WITHIN SHALL BE DESIGNED TO SUPPORT AN ADDITIONAL FOR THE ADDITIONAL LOAD, REF 5-S4.1 FOR � FOR OWNER SUPPLIED STRUCTURAL STEEL. ALL OTHER STEEL JOIST INSTITUTE SPECIFICATIONS TYPICAL FOR FOR DECK ATTACHMENT TO ROOF FRAMING MEMBERS 14. JIB CRANE ASSEMBLY FURNISHED BY WAL-MART. CONCENTRATED LOAD OF 550 LBS AT EACH LOCATION 17. OVERFLOW DRAIN OPENINGS SHALL NOT BE PLACED REINFORCEMENT WHERE REQUIRED WHERE HANGERS 3" OF A JOIST PANEL POINT, REINFORCE JOIST PER STRUCTURAL AND MISCELLANEOUS STEEL NOT GRAVITY AND UPLIFT LOADS SUPERIMPOSED ON ALL 6. FRAMING IN SHADED AREA IS DESIGNED FOR 10 PSF AND DECK FASTENER TYPE, SIZE AND SPACING. _ FULLY GROUT AND REINF ONE CELL ON EACH SIDE THE DRAIN LINE INTERSECTS THE JOIST. THIS NOTE IN JAMB AREA ADJACENT TO EDGE OF SCUPPER DO NOT OCCUR WITHIN 3" OF PANEL POINT. m w DETAIL 5 S4.1. COLLATERAL LOAD IN ADDITION TO ROOF LIVE LOADONLY APPLIESTODRAINS ALONG GRID 1 AND 10. n PROVIDED UNDER SECTION 05120 SHALL BE PROVIDED JOISTS. DIAGONAL BRIDGING SHALL BE PROVIDED OF CRANE SIZE BARS TO MATCH VERT WALL REINF. OPENINGS. REF 2-S4 FOR WIDTH OF JAMB. � � BY THE GENERAL CONTRACTOR AS NOTED IN SECTION BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD SPECIFIED BY CODE, (FOR WEIGHT OF MERCHANDISE 9. REF ARCH SHEET A4 FOR EXACT QUANTITIES AND REF ARCH FOR LOCATION. DRAIN AND DOWNSPOUT SIZES AND LOCATIONS PER 21. JOISTS ALONG GRIDS A, A.2, A.3, B, C, D, E, F, Ce 05500 OF THE SPECIFICATIONS. HORIZONTAL BRIDGING IS DISCONTINUOUS. DO NOT SUSPENDED FROM BOTTOM CHORD OF JOIST) SECTION LOCATIONS OF SKYLIGHTS. 11. DESIGN JOIST FOR ADDITIONAL 200 LB DRAWINGS SP1, A4 AND P1. 18. SKEW JOIST FROM GRID J-8 TO GRID H.9-8.8. F.8, H AND J SHALL BE DESIGNED FOR AN AXIAL w LOCATE BRIDGING BELOW SKYLIGHTS, WHERE POSSIBLE. 5-S4.1 APPLIES. Lu CONCENTRATED LOAD FOR EXHAUST HOOD. TENSION OR COMPRESSION FORCE OF 60 KIPS N z APPLIED TO THE TOP CHORD AND SHALL BE IL > JOIST GIRDER DESIGNER NOTE: CONNECTED PER 3-S5.1 UNLESS NOTED OTHERWISE. U LL DO NOT PLACE A GIRDER VERTICAL WEB 0 0 © 3.4 4 4.5 0 • 6 6,5 o • 8 9 JOIST TOP CHORD WIDTH TO BE 5" MINIMUM. a MEMBER BELOW JOIST LOCATIONS AT Ca F N GIRDERS MARKED WITH (*) TO AVOID A CONFLICT WITH THE LIGHTING 55'-8" y 20'-0" , 24'-10" y 35'-2" 3O'-0" ,, 30'-0" 30'-0" y 3O'-0" y 25'-0" y 25'-0" , 30'-O" 30'-0" y 51'-8" F-LA wwO 30'-0" 24'-O" 24'-0" 24'-8" 35'-4" 34'-8" 30'-0" 30'-0" 3O'-0" 23'-4" 18'-8" 26'-0" 26'-0" 2 '-8" 37'-4" cWi� `n__~ � ,o40 CMU CJ REF ARCH I I I I I I I I ' I CMU CJ REF ARCH o vNizw ova¢_ FOR DETAILS o _W-Lj� " 121'-4" - - - 118'-8" 118'-0" FOR DETAILS CIC w a1- NtF aSH°z2, 118'-0" 119'-4" I 119'-4" 1 120 -0 I 120 -0 I 121 -4 1 122 -8 I 122 -8 121 4" I I 120' 8" I 120' 0 1119' 4" c,.‹ gopN= ¢�� r n r , r f » 0 Ct wQ-H z -.4<()-Tc) w JW± 00 114'-8" 114'-8" 114'-8" 114'-8" 114'-8" 114'-8" 114'-8" 114'-8" 114'-8" w a�j z ao xo Oz��oowjF- I I I I I I I I I I I I I ,0 }'w�nU,WccoQ O p 000E e W ,W I ~ zv .im6Wmc'n 'ESzz NIL 1► \ \ IIIA \ IIID \ k I\ J <aazww�Fzt-wWc��w Q c0m4(-1i1� Nw[n0 -'41 D ccz i o o W W o V _ w Q w d_ �� -� I I I 1 I I1 I - U NpZ mwo�wwZ wm W W W W W W W LtI- CC Q J m d- m Ib •: C8 •. •00 m 00 m •• m 00 m ILL,.. .,...LL,‘„ m .. ..� a .. a Q J (n 1 9 \� • \ . --D -� \� �� -� vwioa��vwiw��z��a �c�av�a��aawoa� ro to to cc W I NI I co I OI I I - I Q01 I I I d-1 O - c f 1'• cO ct W 0 I I I I 1 1 I 1 0 v m • °' °' 1n 1n in REF NOTE ,n -CO03 'N. N 0 CL � 0 V) = N CV) Cl) #14 0 0 DW I I 1 O �I cI 1 Cl)cn T I I(!) N I I I I Cl)cn I 0 BL BL BL 111 t BL ° 0 _ ___\_ _ _ _ ,r,7-1,_-_._ ' - - - - - \ - 0 I J 1r4a7 � ��/ /YOw- rffalti-rae rafraldrararaParSAP rAfr-Ara-TWA -_ 1 o mW FA I II f- N N _J I •I, - /Agr /// ,rzt praramrAgrastwarArirareramr Arttrovr.. ..AlwrArldrik. ..- I 00 v) ,___, 2. Lii r _ I�ir////��r i Ln 0 v, O I 10 L,j10-S5.1 I �� c¢o. . ... .. . NO Oa a. . ¢. 1 1 0 m m 1M 5 ... .... ... . .. .... . . . . .. .. ..... ...... . . .. .. .. .. ...... ... . .. . . . . .". .." . . . .. . . -. . .. . ..... .. ... . . . . . ... .... . ... . ... ..,. 1 `r' I I �' C = 25 KIPS �. : ....... .... .... .... .. .. ... . ... . .....:.: :q :. r�� w PAW 0 x,,, c3 lo w - - I cin OH J Ir�� . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ... ...... ... ...co . . . . . . .. .. . . . . . . . . .. .. ... ... . ... . .... ... . .. .... .ca ... .... . .. ...5-TON. '�� r, \ O 1 w v � � oa � 1 11-55.1 m I 18' 0„ _ � .'- :•:::�...:...:.......:.:.:. ...:.....:...:.:.:.....:.....:...:...: . ...'. .. :'� .... ._.:.:.:._?? ; .;..._.:.....-.:...:...: :_ i.c�NCLrnMirdrAffear.1111o cn ;' /��- 'TU 21 4 % 0 \ - - - - - - - - -,_ - �-- �� 4 `- J11 5 TON J21� ii�rl _ N a 0 - - - - - - - - - - - - - �, - - - - - - - - - \- Q c=1 ) -4 ooh- 1 1 I m Ir �_ Ai� REF NOTE #16 `� - a) - - - - - - - . A /PAM KM REF ARCH FOR n < `� a 12 -1 t WrAMI \ O % O G.8 w i"®�� I�� I��' . tcROOF HATCH c�'a H EH% 0, 0 0 r� EO-� N ¢ SATELLITE I w lo 1-�a V "�AWdP I IT -' r �-� DISH �� N N (24 N - - - - - - - - PMFAVAPFAMAM r a �. a `---- L . o _ rim - o CD 0 0 _ _,\_ _ --I " C = 39 KIPS T�• \_ I II I ., Z ,, ■\`i J WOW; :]' = a Ill -. �� -- o 1 �� - - 15 -8 f/ Anil m = W cn m HE N / FOrr �1`N■ \\ SLOPE SLOPE - - - .��•I m of c - QLiJ !P + �,•cc /.CMN i h . �. s�.°:t K: NMN 11►� M ��'� �,,` ��• co ? C7 COcD' N cD tD vWi m f�� -�� t O� �� COND C 0 , „ 0 ~Q 0 N N O �� lo 0riv _ RTU14 5'-6'' �/ co N RTU16 WAWA I OM ----W._=.___ .3.r- . X71-; �`� -I 10 TON NI 20 TON rS �'� r \ I�.,�//.�M__M■ 1 LLJ i / � u- �" H■r//A Z C1 - - - - - - - - - - IIS" p� `�? s .I�'��, �o �'. 1 G n a I ✓�. a ,�� G~ pp a '�ia AMIE - - - - - - - - - - - \- Q • t_Fr RAVAIMMION - -- 1 © ti 1 AHU2 rrAilyRFll MI FIERIMi-gri I , METAL ROOF DECK1.1 /Ws "� BrArAlliell I H �1 ,-�� Nk- ltil RTU15 W'� 1HATCHED AREA ISSUE BLOCK �' IIIVAIIIINE _ I Arn � _ M 7-S5 \ A07-12-12 REV #1 - Q SEW N 0 0N 0 0 M_N MN TYP MN■I/% m oREF ARCH FOR SCUPPER, �' -�� 0� 0 • ¢ Q 0 'I OPENING LOCATIONS. -` o VAP1.11.11 N CNDB rc) ,O I J PROVIDE REINF PER 2-S4 1 'n w - T-- _j ( AI � -o 1 01 IIAmor,Ar A�,'� =�� m 01/IMIIIIN 1 ........ �.� V:S. H I HI 0 El HI_ o T IN 11011Mil5-S5VAr2AIMM MI Ardirda PAO .,e RTU12 4-S5 ti.:::- * •k 5-S5.1 = AO JO - - - - - - - - - _rAmr,74 o ( �r WW1'lirac o I o GRID 5 - n 4 c IIIIw 4 WA - - - - - - - - - - _ - \ co - © COND A 4 HI IIN /fir/�1/r 1_I ■11 O. H H lith........_ HIWA m CO V ►ofiv11111111 r\ 1111.=11 METAL nOOF DECK, 13'-1"± A EWAN - o w II M'=i1 WM=' REF 9-S4 30 TON _VAIII I WAKOMill42 -00V01 g MN UHd- 0 S4.3jEll Lu wArAimi ii in , ■ ■ k . . -:.: `= HI MN I0W•rtN1 r` m � � - ‘(-13) 5 i' >- I: Wffill&- CHECKED BY: WKH _ _ _ _ _ _ _ _ %/ SINo 1_I� o M_I ■MN M_N■ a H H o 01W _ _ _ _ _ _ _ _ _ ■ _ D DRAWN BY: o WPAIMII _ ',AMR m `o FILE NAME: 1 ilriMPAM21N ■MN _ li MI ■'/� ! m5-55 4-S5I 2-S5.1 ��I PROTO CYCLE: 012712 N a N W-0" -) 4'-10"± MN MI ro ■ A GRIDTYP 8 H MOM___ N In 0 \ H N Q W'l DOCUMENT DATE: 041012 w _ '� REF NOTEAll `- � ( , 0 #9, TYP ii U0 " 12 7-S5 �'u 1.1 ...1 ■M_N o TYP pi III o MI■ MN o o0 III o 0UF' A _ _ _ _ _ _ _ - _ �� - ~ SLOPE SLOPE 6'-6" 14'-11"f ID �� O O - fDESIGN JG ON GRID 8 "� r' L 14 8 WAIIM FOR 50 KIP TOP .' ErAMI CHORD AXIAL TENSION J 1r - u�k �--- ;,p;,°:,. H OR COMPRESSION LOADm REF .. 0 JK MN■ IN ■MN �:- -- ,o MN■ imilm o w NOTE #3 2-S5.1 oa I`� TYP ------v �j w 0 m 1 �' GRID 2 MUM w RTU9 RTU10 WANT j 1 m ": : Q 20 TON li W r ,Irl' 0 0 20 TON oo 11 >-- COLu \ WAPFAMIE REF0 ■H H■ H 18'-O" ��'__ /��" IM0 OFT. /./AM411" m rn o INFAIMILTIMNOTE #13 15 0 0 0IIffiMiP- ��'�, �'�� '�2MMElI m- 0 DESIGN JG KI GRID 2A - o -H IN r, IA o s, ��iilffill I o B - - � - -� - - -FOR 50 KIP TOP _ _ '��' n c MO - - - - - - - - � - �- B w o CHORD AXIAL TENSION " ■ - , a 21 6' 10 -5 f - _ _�-• o '�" ��" P�I "/'M.� -I a \ zo OR COMPRESSION LOAD .� .' •v � \ ¢ � '•' � EHF2 NM N611E10 eldr.. r PE��A 11� rargi =rile Ii IVA° � -1CL -00 Q lairri0 TON 0 e e/ Z; ` BEIMV4NAMWAIMBEFIBPAr '�' ifill - 'ii 00W U' - I II r - r ,. -n��,� 1 W N w O ��. FA Wii__Fir �� _ II 'R T., r �, `I K}i• ��'�mr� 'AW� 18 -4 ± � H .N m N - - - - - - - - VAIAIF "'� A,MO �� iW�� , NI WA ApPrArAragr8 •29 Arda. KIWAIWAVAIW ,PAEr RT 7 .i a - - - - - - - m - _ - A.3 0� - �'�'��. � �� i� 4 ' A - J i "' oA.3 _1 !� m l � � 4-S5 o I I ,n I ao 10°I1 o A.2 � - ---- 4 s5 I� - A v T U 1 N I o - 1 _j _ .�R Rq BLS BL N N N •H BL BL00 5 1 -coI /??REF NOT J , I I _ I 1 I 1 _ 1 I I I I ( I _I W \5� ss�O A.1 9 �_� I 1 1 o o a v v I N r �,.,; F y N #11, TYP m -- N o ( ¢ ��`' 1340P / IMF - I ` BL BL B BL - I 1 N I I I I ( I I I I I 0 '. ' .-.----------..- A irA.0 a _, - 1 i r c , c� LL. ---z I I Tm -00 It/ -1 t t wQ W OREGON cb W T W N •> A, CCI I I © • I I i I I I © � I- 1 14, (7) 0 0 1 I S6 �r �r S6.1 -) �I�� 0 DESIGNER NOTE: i DESIGN SPECIFIED JOISTS AND I 1 I I 1 I �_�XPIFZEsgl301�ir�s� THE SPECIFIED ADDITIONAL AXIAL LOAD FOR JOIST JOIST GIRDERS FOR AN 0 AND JOIST GIRDERS SHALL BE THE MAXIMUM ADDITIONAL AXIAL COMPRESSION WORKING STRESS WIND (W), SEISMIC BASE (E), OR I I I OR TENSION FORCES OF "C" KIPS I 1 I I I I ROOF MAXIMUM SEISMIC FORCE (Em) LOAD PER THE APPLIED TO THE TOP CHORD APPLICABLE BUILDING CODE. FRAMING I I I I I I I I I I I 118'-0" 119'-4" 19'-4" I 120'-0" 121'-4" 122'-8" 122'-8" 121'-4" 121121= 12 ! PLAN I I 114'-8" I 114'-8" I 114'-8" I 114'-8" 118'-8"I I I I I 29'-4" 21'-4" 21'-4" 48'-0" 47'-4" 26'-8" 34'-0" 40'-0" 26' 0" 2'-0" 30'-8" 3O'-0" 32'-0" CMU CJ REF ARCH I I CMU CJ REF ARCH ALL DIMENSIONS ARE a FOR DETAILS I I I I 1 I I I I I I I FOR DETAILS TO FACE OF CMU m UNLESS NOTED OTHERWISE N 55'-8" I 2O'-O" j 60'-O" J, 29'-10" J' 3O'-2" y 30'-0" 1 J/ 1, 30'-0" 25'-0" 12'-2"�12'-10" 30'-0" 30'-0" 51'-8" I 1 I I I I I I I I I N FRAMING PLAN CN O 4 4.40 • 6 6.5 6.8 0 8 9 SCALE 1"=20'-0" SHEET: ,,_ S 3 co GRID CL CL I o 0 COL PER PLAN COL ` A --u, , � Q / REF / NOTE: 1» 1 1,, PLAN I BOND BEAM STEEL NOT 12 11" / 1 2 CL OF CMU WALL �r SHOWN FOR CLARITY. _ 1' m :4- o 1 I � \ 04 CMU CONTROL JOINT ►ia • _ -IT— I cn D REF FDN PLAN FOR ♦ �� 11111 3.4 0 $ 9 3.4 8 9 fillI I . Z LL LOCATION ►4 0� OL\ - -OL — - - U 4-.ED U REF CMU WALL P4' .,•11 WALL EMBED SCHEDULE I I � O VERT REINF no 0 _ I I II _ I I0_ I \ CCIc oSCHEDULE (SHEET ; % 0I 1 a \ - I r N EMBED CONTINUOUS STEEL MEMBER S4) FOR SIZE AND We:r...64, CC w \ DOWELS READ, TYP $ G104 4 . 3 _ I r7' - _ _ I I G.8 _ 1 _ _ _ _ 1 _ I - LOCATION TYPE SPACING SIZE NOTES a II iffal 1 a! __y __ ___ _ FFRONT WALL AT GRIDS A.1 AND A.3 2 32" L5x3x1/4 (LLH) 1, 4 CL -IN _ = ►�10�. ►.♦ ~♦< _ GRID - ♦ ► __ ___ ------= I I I I I FRONT WALL AT GRID A.2 4 48" L5x3x1/4 (LLH) 1, 4 COL\ w �yNOZw WOQ„, (f)z r ►� -- --- fa 0- - - - - - - - - - - - ow��'zw�� owviWz J %� e� ___ =__3_=_ \ SIDE WALL AT GRID 1 AND 9 2 40" L5x3x1/4 (LLH) 1, 3, 4 111 w oa(zgP asp'' oqa ix WI �LA.W zctHozw ►♦•►•♦►••-♦.-4, :ice♦�♦�♦i►i♦�♦-♦-♦-♦ic♦-♦-♦�►i D.♦��♦♦� SIDE WALL AT GRID 4.5 AND 6.8 2 48" L5x3x1/4 (LLH) 1, 3, 4 aa� : ►-z�� w��t !♦I♦:►♦i♦!.Z♦xx.?A�!:!•!•!_4._i!•�al��!:!•�i�i!.....!.1 ♦••••� ROOF DECK, U N 0 \ N'_'N a av�w a'\ 1 1 SIDE WALL AT GRID 9, A TO B 2 48" L5x3x1/4 (LLH) 1, 3, 4 z 3� oa�W�Z&w~QI I I t 1» >, ��NO onw.Z� o,5�w�oixREF CMU WALL FRONT WALL AT GRID B LOW ROOF 2 48 L5x3x1 4 LLH 1 4 1 1-" \ \ ~ zcn¢� k' O° WIZ4'-0" TO FIRST EMBED / ( ) 211 2 Nw� o Z/4A, EMBED SCHEDULE / / - _ J �Qo� N �,'�rNw"-'coyFOR EMBED AND B B I FRONT WALL AT GRID B, HIGH ROOF 2 48 L5x3x1/4 (LLH) 1, 4 x x �C SE j2-: APPLIES TO INSIDE AND \ \ A� w off+ a�ow�az �m OUTSIDE CORNERS CONT STEEL MEMBER - - � - - - �- - --t- - - - i - --r-- DOCK SIDE WALLS AT GRID 3.4 2 48" L5x3x1/4 (LLH) 1, 4 I Nwz k'�owwooc�ao> (EXCEPT AT DOCK SIDE WALLS) A.1 - - ' — A.1 - / COMBINDED BASE PLATE1 1111 �- Nz`.-aNw1.,,, _ _ _ _ _ t CART STORAGE FRONT WALL AT GRID A.0 1 48" L3x3x1 4 1 2 3 4 ��o�a��aawoa� ENLARGED DETAIL I ' CART STORAGE SIDE WALL 1 48" L5x3x1/4 (LLH) 1, 2, 4 NO SCALE SIDE LAP SIDE LAP CART STORAGE REAR WALL AT GRID A.1 1 48" L3x3x1/4 1, 2, 3, 4 -� 3'-0" MIN CONNECTIONS TO CONT STEEL ZONE 1 \\\ ZONE 2 VESTIBULE UPPER ROOF AT GRID A.1 2 48" L5x3x1/4 (LLH) 1, 3, 4 II GRID / / MEMBERS AT ALL WALLS, ROOF DECK DIAGRAM SIDE LAP ZONE DIAGRAM GIRT CONNECTION 1 48" -- 1, 2, 4 I REF NOTE 2 >" JOISTS, SHEAR COLLECTOR HSS, ``'�c° 6 / AND AROUND ALL OPENINGS NOTES: \ \ 1 I 'r TYP/ I (36/7 PATTERN) 1. REFER TO DETAILS FOR EMBEDS NOT SCHEDULED ABOVE. * - 1— - - - —\ * c {1} - + - H ,, <v TT vn 2. EMBED PLATE SHALL BE PLACED WITH LONG DIMENSION VERTICAL. ,-IN ~ 1111 ROOF DECK DIAGRAM 3. CENTERLINE OF EMBED PLATES SHALL BE AT LEAST 1'-0" AWAY FROM CENTER OF JOIST OR BEAM POCKETS. I II CONNECTOR PATTERN DIAGRAM 4. CENTERLINE OF EMBED PLATES SHALL BE AT 1'-4" AWAY FROM MASONRY CONTROL JOINTS. `j �10� CL OF JOIST 150—CMU I I 1� 9,. o r z L_J • s z FASTENER SCHEDULE (2) 1/2" DIA 4, 4 PLATE 11" 7 I 8 • (�) CONNECTIONS AT x 5" HSA 1 1 6" 6" 6" „ J 1 ‘-IN 3 8"x10"x0'-10" REF NOTE 2 • _ = 6" OC TO CONT STEEL ♦ / - M�� -=� - - - �� * - - * —, • = = MEMBER AT ALL WALLS, DECK TO CONTINUOUS STEEL MEMBER CONNECTOR SUITABLE BASE MATERIAL �4 A (�) PLATE - 3/4" DIAx10" A307 \ \ \ \ • - JOISTS, SHEAR COLLECTOR TYPE WITH (*) SIDE LAP CONNECTOR SPACING '� T�`" THICKNESS RANGE, IN. , 3/8"x8"x0'-10" lai THREADED ROD � o • = I HSS, AND AROUND ALL (36/7 PATTERN) :� w 1�� 5• 1» 1�� 1» to 1 ♦ ►� 12 10$ 12 12 12 _ = OPENINGS (36/7 PATTERN) .� / / / / / / / / 0 O "-• Z = •1 POWDER ACTUATED HILTI X-EDNK22-THQ12 HSN WITH (8) #10-16 7/64 TO 1/4 INCLUSIVE (POWDER OR AIR) F �; 0 3 • _ _ I 1 � J NOTE(S): !N , IRRRIARARAIARARRIARRRROP " ,--IN 2'-O " „ SELF-DRILLING SCREWS SIDE LAPS AT (9) EQUAL SPACES ,� ♦ 2 .=1N (8) 5/8 DIA 1-6 1 -2 ---• I I CL OF JOIST : Q 1. CL OF PLATE VARIES. REF (4) 1/2' DIA / / / / Q tom, ► °.��..°_f.- _Q4-.-___ 4,.--�°- - - - - POWDER ACTUATED HILTI X-EDN19-THQ12 HSN WITH (8) #10-16 3/16 TO 3/8 INCLUSIVE (POWDER) .. , ox 5" HSA PLATE ►� w FRAMING PLAN AND DETAILS. x 5" HSA O O O - • SELF-DRILLING SCREWS SIDE LAPS AT (9) EQUAL SPACES 3/16 TO 5/16 INCLUSIVE (AIR) ►' o Fw- 1/2"x10"xl'-9" • _ DECK SIDELAPS I lit 2. POSITION PLATE WITHIN EMBED TYPE 1 EMBED TYPE 2 EMBED TYPE 3 EMBED TYPE 4 COMBINDED BASE PLATE COMBINDED BASE PLATE +`° _ = I I POWDER ACTUATED HILTI X-ENP-19 WITH (8) #10-16 SELF-DRILLING THICKER THAN 1/4 (POWDER) i r' wZ GROUTED COURSES. I = SCREWS SIDE LAPS AT (9) EQUAL SPACES Fir BED • I 1 !i c� 3. DO NOT PLACE HSA IN CMU NO SCALE NO SCALE <REF p .• z 1 11 1I' 5/8" DIAMETER PUDDLE WELDS WITH (11) #10-16 SELF-DRILLING ALL THICKNESSES � o BED OR HEAD JOINTS. NOTE 2 I'I• : = SCREWS SIDE LAPS AT (12) EQUAL SPACES ler1 4 a X = I I 1 ! '' CONT STEEL MEMBER 1/40 Q 0 I • _ I I 1 I 1 #12 SELF DRILLING SCREWS #3 POINT WITH (11) #10-16 SELF-DRILLING 1/8 TO 3/16 INCLUSIVE 0 DRILL A 2 1/2" DIA HOLE AT / \ \ 1 1 1 SCREWS SIDE LAPS AT (12) EQUAL SPACES BAR 3/4"x2"x1'-O" IF _ _ \ Z I ° = I CL OF JOIST EACH STUD IN FACE SHELL CONT STEEL MEMBER f _ _ _ I I ! _ _ #12 SELF DRILLING SCREWS #4 POINT WITH (11) #10-16 SELF-DRILLING 3/16 TO 1/4 INCLUSIVE CENTERED ON HEADED STUD CENTER ON SPLICE �� _ E = W SCREWS SIDE LAPS AT (12) EQUAL SPACES �`" 1 �..: � :.. . I : . ,� :: -�, ANCHOR. POSITION PLATE 1/2" CHAMFER BAR 3/4"x2"x1'-0" NOTES: I I I v � C`'] l �... . AIR PNEUTEK K-66056 WITH (9) #10-16 SELF-DRILLING SCREWS THICKER THAN 5/16 (AIR) BEFORE GROUTING CENTER ON SPLICE 1. REF COLUMN SCHED FOR WIDTH "W", P--�-1 0 a --'---� (*) REF SIDELAP FASTENER SCHEDULE SIDE LAPS AT (10) EQUAL SPACES VERTICAL EMBED PLACEMENT SPLICE TYPE 1 SPLICE TYPE 2 LENGTH "L", AND THICKNESS "T". �� j o ENLARGED FOR TYPE OF SIDELAPS, CONNECTOR, AIR PNEUTEK SDK-63075 WITH (9) #10-16 SELF-DRILLING SCREWS 5/32 TO 1/4 INCLUSIVE (AIR) 2. SIZE WELDS PER AISC MINIMUM FILLET I I ICamis REQUIREMENTS (4 SIDES TYP). rIN b--� AND NUMBER OF CONNECTORSPWALL EMBED SCHEDULE AND DETAILS0 DETAIL REQUIRED BETWEEN SUPPORTS SIDE LAPS AT (10) EQUAL SPACES f 8 3. ANCHOR BOLTS WITH FORGED HEADS COLUMN _ E-4 rS ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE 3/4" = 1'-0" 062609 S4-008 MEETING THE REQUIREMENTS OF ASTM 0 0.� \ \ pa 9 A307 MAY BE SUBSTITUTED FOR 3/4" 3/4" = 1'-O" 102910 S4-009 DIA ANCHOR BOLTS. Z 11" 11" Aa / 4' 2 2 i( / 0 0-- z zoo\ TO FOOTING / L / 0 3.4 S 9 U OR PEDESTAL 0 Lu BASE PLATE ISSUE BLOCK CMU WALL VERTICAL REINFORCING SCHEDULE STEEL REINF LAP SCHEDULE a p � \ ;ir NO SCALE WALLS MARK SIZE REINFORCING NOTES 0 1 I D I 1 CONCRETE LAP SPLICE (CLASS A) (IN) CMU COLUMN BASE PLATE CART STORAGE WALLS A 8" #5 DOWELS AT 40 IN OC AND #5 VERT AT 40 IN OC 1 - DI BAR DIA SEE SCHED f c = 3,000psi f c = 3,500psi f c = 4,000psi f c = 4,500psi f c = 5,000psi LAP SPLICE a T T MAIN BUILDING FRONT WALL (GRID A.1) B 12" (2) #6 DOWELS AT 24 IN OC AND (2) #6 VERT AT 24 IN OC 2 G.8 - I D I—, _ I I _ SIZE TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP I OTHER (IN) U- z / / / MAIN BUILDING FRONT WALLS (GRIDS A.1, A.3) A 8" #5 DOWELS AT 24 IN OC AND #5 VERT AT 24 IN OC 1 3 22 17 20 16 20 15 19 14 17 13 18 0 o HEADED BOLTS MAY - MAIN BUILDING SIDE WALLS (UNO) C 8" #5 DOWELS AT 32 IN OC AND #5 VERT AT 32 IN OC 1 o 1_, BE SUBSTITUTED UNO 0 _ 4 29 22 27 21 25 19 24 18 23 17 24 w = \ MAIN BUILDING SIDE WALLS D 8" #5 DOWELS AT 24 IN OC AND #5 VERT AT 24 IN OC 1 5 36 28 33 26 32 24 30 23 28 22 30 ix w ~ MAIN BUILDING REAR WALLS D 8" #5 DOWELS AT 32 IN OC AND #5 VERT AT 32 IN OC 1 C 1 I 1 6 43 33 40 31 38 29 36 27 34 26 36 TACK HEAD OR C 1/8 DAMAGE THREADS GROUT MAY BE BEVELED OR FORMED BUT SHALL DOCK SIDE WALLS D 8" #5 DOWELS AT 32 IN OC AND #5 VERT AT 32 IN OC 1 7 63 48 58 45 55 42 52 40 49 38 42 \ EXTEND A MIN OF "T" BEYOND FACE OF BASE VESTIBULE WALLS (GRIDS A, 9) B 8" #5 DOWELS AT 40 IN OC AND #5 VERT AT 40 IN OC 1 I I I 8 72 55 66 51 63 48 59 45 56 43 48 �� PLATE. "T" = 1 1/2" FOR ANCHOR BOLT DIA UP TO 1 AND 2 1/2 FOR 1 1/4 DIA ANCHOR BOLT. NOTES: B \ D A.3 1. PROVIDE #5 BOND BEAMS AT 48" .2. PROVIDE #6 BOND BEAMS AT 48"0C. D - � I BANCHOR BOLT DIAGRAM GROUT PLACEMENT REINFORCING LAP SCHEDULE A.1 i-� B B - - Ael NO SCALE NO SCALE I �I q NTS 051009 s4-005 OR CMU VERTICAL REINFORCING SCHEDULE BASE PLATE AND ANCHOR BOLT DIAGRAMS CHECKED BY: WKH NTS 072911 S4-006150gcr-cmu q- NTS 022908 S4-004 DRAWN BY: FILE NAME: CMU LINTEL SCHEDULE PROTO CYCLE: 012712 xREF FOUNDATION AND ROOFDOCUMENT DATE: 041012 x BOND BEAM AT TOP OF WALL FRAMING PLAN FOR LOCATION CLEAR LINTEL a WIDTH DEPTH WITH (1) #5 CONT ((2) #5 CONT ► �� AT 12" CMU) THROUGH CONTROL BOND BEAM REINFORCING OF CONTROL JOINTS. PROVIDE (W) SPAN (D) REINF rill: � :: :•�•� , . : ,y • VERT WALL REINF IN FIRST � .• ... :'::: .� i� -`" % • JOINTS SHALL BE CONTINUOUS 8" UP TO 7'-4" 1'-4" (1) #6 BOTTOM �� Q �� ;• ii ►I .! CELL EACH SIDE OF CONTROL � ♦ • ♦ . . THROUGH CONTROL 8 UP TO 12 -8 2'-8" (1) #6 T&B .� -� �� •! o Z :� , .! .- FAT: JOINT AND AT CORNER. SIZE JOINTS AT FLOOR, ROOF, " ri r' Q I , .:.:: :. :.ti ,� :.,...,, :.tiWHEN TOP OF WALL IS ONE BLOCK BARS TO MATCH VERT WALL 12" UP TO 6 -O 2 -0 (2) #6 BOTTOM •4 z o ? ��. ►! 0 � • AND TOP OF WALL ONLY , J i� - ♦�... i� z ti�� COURSE OR LESS ABOVE JOIST REINF SCHEDULED 12 UP TO 12-8 4-0 (2) #6 T&B Z 4� ►� o o 6; '.., .,. , ►� 6�., ,r ►� BEARING ADD #3 WITH ACI STANDARD 2 -O" MIN o z 14 i 1117 180 DEGREE HOOK IN EACH VERT ♦ �Oi :V ►i i/ 0 IrREINF CELL REF LAP SCHEDULE z = !� •�� !� ♦ _ ��REF ROOF FRAMING PLAN �� ' �� '� �4 P� �•�♦:►z•:♦��♦:♦z♦z♦z♦�♦�♦:�•:♦��♦�-♦�♦i i♦�♦=♦=�• t- OPENING WIDTH IN ♦� - - �IN �4 - -�� =1N ►♦a - -- - -�� =1N ►♦i--- - - � 0 TO BOND BEAM EL 11: VERT WALL REINF REF CMU WALL '� � .-' / 0 / REF ARCHVERT REINF SCHEDULE LOCATE •-1��8��.♦�.�•-!:!•-!: :::!:!:!: .�.!.�.� w o © WWW W• . REINF CL OF WALL �♦ ►� NOTE: _ II,, WHERE CONTROL JOINT DOES 0 .mil ( OMIN ( OMIN ) NOMINAL NOMINALt it BOND BEAM WITH (1) #5 CONT 5 •E ►� NOT OCCUR AT CORNERz �� NOM , ((2) #5 CONT AT 12" CMU) o �•,!��:♦� 1. PROVIDE ADDITIONAL #5 x 4'-0 Il' �� THROUGH CONTROL JOINTS I NIP CORNER BARS AT EAH BOND o I I I OH :��;� FULLY GROUT 16 ABOVE AND 8 N � BEAM. LAP REINF AS SHOWN. JAMB LAS BARS AT BELOW BOND BEAM WHERE 4iiI1 • MARK SIZE REINFORCEMENT NOTES MARK COLUMN BASE PLATE ANCHOR BOLTS COL BRG ••'+'�� BAR POSITIONER �� OCCURS 2. EXTEND HORIZ JOINT REINF TO 'II�`END OF WALL IN BOTH DIRECTIONS (LxWxT) SIZE (WxLxT) (DIAxEMBED) ELEV ♦ ��' REF GENERAL NOTES FOR _'„•-A SO THAT IT LAPS AT THE CORNER. -'_—�I_`■I"I. WF1 CONTx2'-0"x1'-O" (3) #5 CONT BOT Cl HSS8x8x1/4 14"x1'-2"x3/4" (4) 3/4"x9" 98'-8" ��"�• ler HORIZ JOINT REINF ,♦^��-� 3. PROVIDE VERT WALL REINF IN THE10 „ ,-�:,. .3 NCORNER CELL. w 8" AT OPENING UP TO 3 4 WF2 CONTxS -0 x1 -6” (6) #6 CONT T&B 1 C1A HSS8x8x1/4 REF 4-S4, T=1 3/4"x9"REF 4-S4 98 -8'� REF 6-S4 FOR BOND BEAM SIZE �� ►� 16 AT OPENING UP TO 7'-4 98'-8" 00 #6 AT 12" TRANS T&B C2 HSS8x8x5/16 14 x1 -2�rx7/8 (4) 3/4 x9 r .i ►i AND SPACING • ► 0 24" •T OPENING UP TO 12'-8" ��;� J WF3 CON Tx3 -0x1'-0" (4) #5 CONT BOT C3 HSS8x8x3/8 14"x1'-2"x7/8" (4) 3/4"x9" 98'-8" SECTION , HOLD TOP OF EACH GROUT POUR CORNER SIZE BARS TO MATCH VERT 5 AT 12" TRANS BOT C4 HSS8x8x1/2 14"x1'-2"x1" (4) 3/4"x9" 98'-8" 2" DOWN BELOW TOP OF BLOCK TO SCUPPER OPENING _ CMU WALL REINF PROVIDE 2 # PROVIDE KEY FOR NEXT POUR TYP es;-•- -4:�i- - --46--:�:-1 BARS EACH CELL FOR LENGTH F1 3'-0"x3'-0"x1'-0 (4) #4 EW BOT 1, 2 C5 HSS8x8x5/8 14 x1 -2 x1 1/8" (4) 3/4"x9" 98'-8" BAR AT CL 1.:: 0 0 memo �� REQUIRED TYP F1A 3'-6"x3'-6"x1'-O" 5 EW BOT 1, 2 C6 HSS12x8x1 2 14"x1'-6"x1 1 4" 4 3 4"x9" 98'-8"NOTE: ►� ( ) #4 / / ( ) / ♦' REF SPECIFICATION SECTION DO NOT PLACE CONTROL OPENING WIDTH r% •�♦�❖:❖��►�♦L•••••�♦�•: �♦� ' \ PROVIDE VERT WALL REINF IN / / / / N C7 HSS12x8x3/8 REF 4-S4, T=1 3/4"x9"REF 4-S4 98 -8 — 04200 FOR REQUIRED JOINTS IN LINE WITH BEAM OR FIRST CELL EACH SIDE OF REF ARCH GROUT ALL REINFORCED CELLS F2 4'-0"x4'-0"x1'-0" (6) #4 EW BOT 1, 2 150—CMU�LUR .✓' _ GROUTING PROCEDURES JOIST BEARING LOCATIONS, UNO ll C T U w 0 t , CONTROL JOINT SIZE BARS TOAND CONTINUE REINF TO FULL F2A 4'-6"x4'-6"x1'-0 (4) #5 EW BOT 1, 2 �•(R R q� HEIGHT OF WALL TYP 5•t`R 4-.Q D z MATCH VERT WALL REINF 8"0OR 12" CMU w _1 CONCRETE MASONRY UNITS SCHEDULED I `— -`14,1 OF _ 4: . �� F I �"" JAMB F3 5'-0 x5 -0 x1 -O" (5) #5 EW BOT 1, 2, 3 - �, N�F qy c� w 4 .. WITH A NET AREA COMPRESSIVE Ln Q STRENGTH O F 2800 PSI ♦�♦�♦�♦�►�i�i�i�i�i�i�i�i�i�i�,�i^.�i�i�i�•A�i�i�i�� ♦:♦:-. I I I 1 r� � • ►� NOTE: NOTES: F3A 5'-6"x5'-6"x1'-0" (7) #5 EW BOT 1, 2, 3 az :9340p -- j SECTION • -'•�� -- I l l 1. SPLICES IN VERT REINF REF CMU WALL REINF DIAGRAM. F4 6'-0"x6'-0"x1'-2" (8) #5 EW BOT 1, 2, 3 "'� ii J �Ti- BAR POSITIONER AT 8" MAX z.�¢i!i�►:♦•—ice:❖:•:A a�:•:�:�:♦:�:�— �i�i�i� CMU, GROUT U T AND JOINT T REINF SHALL B E \ I I 1 1 , x> ABOVE TOP OF GROUT POUR TYP DISCONTINUOUS AT CONTROL JOINTS -44____________ 2. BOND BEAM REF CMU WALL REINF DIAGRAM. F4A 6'-6"x6'-6"x1'-4" (6) #6 EW BOT 1, 2, 3 '„OREGON w Cr DOWN TO TOP OF FOOTING OR CONC w I O 3. EXTEND GROUTED LINTEL AND REINFORCING A MINIMUM OF 2'-0” OR 40 ;} 7 1r 0 STEM WALL. BOND BEAMS SHALL BE ~ F5 7'-0"x7'-0"x1'-6" (7) #6 EW BOT 1, 2, 3 "h' 13 �` u_ REF SLAB PLAN I2 db (WHICHEVER IS GREATER) BEYOND FACE OF OPENING EACH SIDEC � I \ 0DISCONTINUOUS AT CONTROL JOINTS J F5A 7'-6"x7'-6"x1'-6" (8) #6 EW BOT 1, 2, 3 Ikkl �.; i FF EL REF 6-S4 FOR 0 (EXTEND BARS THROUGH CONTROL JOINTS OR AROUND CORNERS AS EXCEPT AT ROOF AND FLOOR LEVELS I- " �° /XPJRES13W �'` ___ F6 8 -0 x8 -0 x1 -6 (8) #6 EW BOT 1, 2, 3 ♦ _•.► BOND BEAM SIZE i REQUIRED.) i_:. ' AND SPACING AND TOP OF WALLS. REF FDN AND ROOF c� _ 4. USE LINTEL BLOCKS ONLY FOR BOTTOM COURSE OF LINTEL BEAMS OVER .. FRAMING PLANS FOR CONTROL JOINT w 0 OH F6A 8'-6"x8'-6"x1'-6" (9) #6 EW BOT 1, 2, 3 _ 0 OPENING, UNO. ;: ! BOND BEAM WITH (1) #5 CONT ((2) LOCATIONS. DO NOT LOCATE CONTROL ¢ JAMB JAMB • / 5. CONTINUE VERT WALL REINF OVER OPENING. ANCHOR VERT REINF INTO F7 9'-0"x9'-0"x1'-6" (9) #6 EW BOT 1, 2. 3 ♦. • .0 , ` ! #5 CONT AT 12" CMU) THROUGH JOINT WITHIN 2 -0 OF OPENINGS, UNO co w GENERAL ♦•, .. 1 w { LINTEL BEAM WITH STANDARD ACI 90' HOOK. F8 8'-0"x8'-0"x2'-O" (8) #6 EW T&B CONTROL JOINTS FULLY GROUTED I? I 6. ALL VERT BARS AT OPENING JAMBS TO BE FULL HEIGHT. 4:; NORMAL WEIGHT CMU BELOW GRADE a 7. WHERE HORIZONTAL REINF IS TERMINATED BY OPENING OR CONTROL JOINT NOTES: SCHEDULES _ MUST COURSE WITH FINISHED FLOOR CONTROL JOINT 0 I PROVIDE STANDARD ACI HOOK WITH VERT WALL REINF IN THE END CELL.• 1. T&B DENOTES TOP AND BOTTOM. 8. PROVIDE VERTICAL REINFORCING BELOW OPENING. ANCHOR WITH STANDARD 2. REF 1-S2.1 FOR PEDESTAL WHERE APPLICABLE. AND 12 S HALL 0 OQ ACI 90' HOOK INTO CONTINUOUS FOOTING AND INTO SLAB TURN-DOWN OR / TERMINATEVERT ATCONTROL TOPJOINTOF SFTG /REF SLAB PLANO BOND BEAM BELOW OPENING. TO PEDESTAL EL = 98'-8" UNO DIAGRAMS �/ \ - FF EL 9. EXTPROVIDE (1) #5 AT MUM BOTTOM 2' F ALL-1" BEYOND PACE OFENINGS OPENING FINISHED SIDEOR 3 . TOC EL = TOF EL FOR ALL INTERIOR COLUMNS. LOCATE VERTICAL CMU WALL REINFORCING OF IN ADJACENT CELL WHEN INTERRUPTED BY REF S2 FOR FOUNDATION AND _ . (EXTEND BAR THROUGH CONTROL JOINTS OR AROUND CORNERS AS °O JOIST OR BEAM. PROVIDE LAP SPLICE PER ___�� S5 FOR FRAMING INFORMATION REF FDN PLANO REQUIRED.) REF FDN PLAN FOR TOF ELEVATIONS. oi • - ' ° 5-S4 ABOVE AND BELOW JOIST OR BEAM. NOT SHOWN TOF EL ai 3 ® CMU WALL REINFORCING DIAGRAM TYPICAL MASONRY WALL OPENING DIAGRAM AND SCHEDULE COLUMN AND FOOTING SCHEDULE SHEET: 3/4" = 1'-0" 082710 S4-003 3/4"=1'-0" 012712 S4-002 el NTS 072911 SPANNER in ,i_ S 4 3" OR / PROVIDE JOIST REINF IN ACCORDANCE JOIST SCHEDULE 1' GREATER oa WITH THIS DETAIL FOR ALL CONCENTRATED ` Z MARK JOIST SIZE UNIFORM GRAVITY LOADS (PLF) SNOW DRIFT INFORMATION DIAGRAM NOTES \ GRID CONCENTRATED LOADS IN EXCESS OF 150 POUNDS o ., STRUCTURAL CURBS LOAD REF NOTE DEAD LOAD LIVE LOAD PONDING LOAD SNOW LOAD Si (PLF) X (FT) NUMBER o REF ROOF (DL) (LL) (PL) (SL} ? g. RTU JOIST a FRAMING PLAN - - _ o i� / J1 3OKSP 74 115 409 2 1,2,5 cq SIZE WIDTH (W) LOAD OPPOSITE EDGE OF CURB io z J2 3OKSP 78 120 - 180 528 20 1,2 1,2,5 1 SHALL BEAR ON JOIST cn o 3-5 TON 6'-2" 400 LBS 0 ``, w cn Y � J2A 30KSP 102 120 - 180 533 20 1,2 1,2,5 m F 10 TON 6'-10" 600 LBS o w U U r- I i 20 TON 6'-11" 1000 LBS oil cwn 3" TYP r r J3 30KSP 103 121 = 424 - - 2 1,2,5 Ce M = J4 30KSP 74 115 424 1,2,5 AHU 16'-8" 1700 LBS CL OF _ J5 30KSP 78 120 - 180 - - 1 1,2,5 LL RACK A 32'-3" 2000 LBS JOIST = n a �_ , J5A 30KSP 102 120 - 180 - - 1 1,2,5 till) LL RACK B & C 27'-3" 2000 LBS INSTALL HEADERS c� J6 30KSP 103 121 - 424 - - - 1,2,5 EVAP 3'-9 1/2" 400 LBS PER SECTION 1 _ - - - a cn J7 3OKSP 105 123 4351,2,5 m NOTES: I 1 CONCENTRATED J8 3OKSP 74 115 - 444 - - - 1,2,5 Ca N REF SPECIFICATIONS - - - LOAD REF NOTE ~ 1. INSTALL STRUCTURAL CURBS, HEADERS, AND FOR STRUCTURAL CURB u- J9 30KSP 78 120 - 180 - - 1 1,2,5 FRAMES AND WELD TO SUPPORT STEEL I o TYP EACH 3/16\1 1/2 BEFORE DECK IS PLACED. CL OF . _ _ - n_ -CI _ - END EACH> 3/16/1 1/2 3" OR J9A 30KSP 78 120 - 337 - - - 1,2,4,5 JOIST ANGLE / / J9B 3OKSP 102 120 - 337 - - - 1,2,4,5 m IGREATER 2. ADJUST LOCATION OF RTU SO CURB FALLS J10 30KSP 104 122 - 184 238 9 1 1,2,5 m = (hoz o�ao REF SCHEDULE FOR II I GENERAL CONTRACTOR TO PROVIDE AND INSTALL FIELD 5 OF ww WITHIN 3 INCHES OF JOIST PANEL POINTS. IF J10A 30KSP 104 122 - 433 - - - 1,2 5 w a LB, a� gaa RACK LOAD, REF SHEETo I-"- s o CURB IS MORE THAN 3 INCHES FROM PANEL I 6 EQUAL SPACES RACK A I STRUT (L2x2x3/16) EACH SIDE OF JOIST AT ALL f la1F--F-``k' z(zk'ozB POINT ADD REINFORCING PER JOIST S3 FOR LOCATIONS ( } LOCATIONS WHERE CONCENTRATED LOAD DOES NOT J11 30KSP 78 91 - 137 361 18 1 1,2,5 ix aZagooN�oZ� REINFORCING DETAIL. 5 EQUAL SPACES (RACK B & C) J12 3OKSP 96 113 - 169 445 18 1 1 2 5 0 �_ aza -(1 OCCUR WITHIN 3" OF A PANEL POINT INSTALL ANGLE w aN� o1-z1ajwo- a ¢ �ocn= W WITH ONE END AT LOCATION OF LOAD AND OTHER END J12A 3OKSP 96 113 - 439 - - - 1,2,5 z a�S N axwvwio=a� 3. GENERAL CONTRACTOR SHALL COORDINATE RTU / / O 3�owo=a�'�'�za�F ¢ ATA PANEL POINT ON THE OPPOSITE CHORD TYP J13 30KSP 74 115 - 444 - - - 1,2,3,5 oz�� cr5Ww o,< DIMENSIONS AND FRAMING LOCATIONS WITH z�namok'mo`w''n�ozz COMPRESSOR RACK STRUCTURAL CURB J13A 3OKSP 78 120 - 458 - - - 1,2,5 Q om``N-w� �m00 THE STEEL FABRICATOR, MECHANICAL AND J01 ST REINFORCING d ceZME oPo EWWWzWww ERECTION SUBCONTRACTORS. J14 30KSP 78 120 - 180 - - 1 1,2,5 �, H wwzi-tow�oo0ao>- SHORT DIM - 3/4 = 1'--0" 062411 s4_1-005 J14A 30KSP 77 118 - 430 - - - 1,2,5 Ul r=ScSov=iaS�aawoli"§ 4. HEADERS ARE REQUIRED FOR STRUCTURAL / / BOLT SCHEDULE J15 3OKSP 104 122 - 184 - - 1 1,2,5 CURBS WHEN THE CURB DOES NOT SPAN OF CURB MINIMUM ATTACHMENT SHALL BETWEEN TWO JOIST OR THE CURB z BE (2) 1/8"x1 1/2" FILLET WELD J16 3OKSP 96 113 - 169 - - 1 1,2,5 CANTILEVERS MORE THAN TWO FEET OVER THE o SECTION BOLTS PER PLATE LENGTH 13N _ _ _OR (2) #12 TEK SCREWS AT J16A 3OKSP 96 113 _ 439 1,2,5 JOIST. HEADERS ARE REQUIRED AS SHOWN FOR EACH CONTACT POINT MEMBER _ _ _ AHUS AND RACKS. cn 2" I J16B 3OKSP 96 169 495 1,2,5 CL OF JOIST W8 2 5 1/2" COLUMN TYP J16C 3OKSP 96 169 - 225 - - 1 1,2,5 5. REF DETAIL 1 FOR CONNECTION OF DECK J17 30KSP 74 115 - 444 - - - 1,2,5 I W10 2 5 1/2" BEAM PARALLEL TO CURB, WHERE REQUIRED. m I W12 3 8 1 2" ''' ■lam - J18 30KSP 77 118 - 430 - - - 1,2,5 o rx - I REF SPECIFICATIONS FOR / '11j SECTION J19 3OKSP 102 120 - 180 528 20 1,2 1,2,5 w 6. DOF DECK.NOT INSTALL STRUCTURAL CURBS ON TOP z x / -- N J19A 3OKSP 77 118 - 430 - - 2 1,2,5 OF SIM a STRUCTURAL CURB, CENTER W14 3 8 1 2" !' zo Li_ 4 co I CURB ON JOIST SPACE W16 4 11 1/2" M• it .. J20 30KSP 104 122 - 184 539 21 1,2 1,2,5 SECTION 5 16 \ _� -- 7. STEEL SUPPLIER TO FURNISH STOCK ANGLE TYP - al' - W18 5 1 -2 1 2 5 16 / J21 30KSP 96 113 169 495 21 1,2 1,2,5 cn FOR FIELD FABRICATED FRAMES. / PLATE 3/8"x4" z CL OF JOIST REF ROOF DIAPHRAGM J22 3OKSP 96 113 - 439 - - 2 1,2,5 o \ '� -- - _�- - REF BOLT SCHEDULE - U ' CONNECTION DIAGRAM _ W21 6 1 -5 1/2 8. REF SPEC SECTION 07721 AND MECHANICAL AND SCHEDULE FOR 3/4" DIA A325 FOR LENGTH J23 3OKSP 29 45 - 196 - - 2 1,2,5 ROOFTOP HVAC UNIT SCHEDULES FOR RTU SKYLIGHT ATTACHMENT TYPE AND W24 7 1'-8 1/2" BOLTS, TYP UNO J24 30KSP 29 45 - 199 - - - 1,2,5 ANCHORAGE. STRUCTURAL CURB 1/8 V1©6 SIZE. LOCATE AT 6" OC W27 8 1'-11 1/2" J25 3OKSP 29 45 = 209 = _ = 1,2,5 9. UNIT WEIGHT HAS BEEN INCLUDED IN LOADING J26 30KSP 29 45 209 1,2,5 O krz FOR CONSTANT SHEAR JOIST. Le W30 9 2'-2 1/2" SECTION J27 30KSP 29 45 - 162 - - - 1,2,3,5 GENERAL CONTRACTOR TOJ28 30KSP 37 57 - 259 - - - 1,2,5 0 0 PROVIDE Ll 1/2x1 1/2x1/8 1/8 BOLT SCHEDULE J29 30KSP 37 57 - 259 - - - 1, 2,5 1C�6 GRID WHERE REQUIRED4 NTS 033007 S4-1-004 J30 14KSP 37 57 259 1,2,5 DETAIL 1 J31 3OKSP 52 61 - 253 - - 2 1,2,5 0 % Q REF ROOF OPPOSITE EDGE OF CURB J32 30KSP 93 109 - 396 - - - 1,2,5 y FRAMING PLAN SHALL BEAR ON JOIST "I zzo J33 30KSP 53 62 - 260 - - - 1 2 5 CROSS MEMBER REQUIRED AT OPENINGS W r�LCD E-1 REF SCHEDULE FOR AHU =I w"D LARGER THAN 10"x10" INCLUDING J34 3OKSP 53 62 - 260 - - - 1,2,5 P4 2 2 a EXHAUST FANS AND ROOF DRAINS J35 30KSP 48 56 - 255 - - - 1,2,5 • a' LOAD, REF SHEET S3 I ,1 I I O FOR LOCATIONS I o 3" TYP -_ _ _CL OF JOIST JOIST GIRDER SCHEDULE J36 30KSP 48 56 - 255 - - - 1,2,5 Z _1 I �' J37 3OKSP 48 85 - 283 - - - 1,2,5 ., CL OF I I FIELD FABRICATE FRAME JOIST °i - n -c).- - n - - Es- \ - - -I / FROM L5x3x1/4 (LLV) J38 3OKSP 48 85 - 283 - - - 1,2,5 EL I f MARK DEPTH GRID PANEL POINT LOAD (DEAD LOAD+ROOF LIVE LOAD) GRID NOTES J39 3OKSP 48 56 255 1,2,5 = O 2 INSTALL HEADERS w I - -I SECTION ( } (KIPS) J40 3OKSP 38 59 - 254 -- -- 1,2,5 F- PER SECTION 1 - - - - - - - - - - - I- \ - 4 IN J41 30KSP 38 59 254o ! I JG1 60 A.1 18.45 18.45 18.45 18.45 11.57 11.57 - - - - B 1 2,3 4 .-i REF SPECIFICATIONS I CL OF JOIST - J42 30KSP 38 59 - 254 - - 2 1,2,5 0 p.� FOR STRUCTURAL CURB o -- - - - JG2 60 A.1 20.55 20.55 21.15 21.35 10.52 10.32 - - - - B 1,2,3,4 J43 3OKSP 74 115 - 172 298 12 1 1,2,5 w CL OF 0 I-I - - 0 - _ _ w JG3 60 A.2 23.33 23.33 33.73 34.53 24.61 23.81 - - - - B 1,2,3,4 J43A 30KSP 74 115 - 172 298 12 11,2,5 1 U JOIST z / W / 3/16 TYP JG4 60 A.3 32.95 33.75 33.35 32.15 - - - - - - B 1,2,3,4 J43B 3OKSP 70 107 - 148 - - - 1,2,5 g 0 3/16 JG5 60 B 10.37 10.37 10.37 10.37 10.37 10.37 10.37 - - - C 1,2,3,4 J44 3OKSP 33 50 - 102 - - - 1,2,5 Z �w OPENING IN ROOF JG6 60 B 10.32 10.32 10.32 10.32 10.32 10.32 10.32 - - - C 1,2,3,4 J45 3OKSP 74 115 - 172 - - 1 1,2,5 0 EQ EQ cn EQ „ JG7 60 B 15.48 15.48 15.48 17.48 17.48 17.48 15.48 - - - C 1,2,3,4 J45A 3OKSP 74 115 - 149 - - - 1,2,5 / - / / LARGER THAN 10 x10 W GRID JG8 60 B 15.48 15.48 15.48 16.48 16.98 16.98 15.98 - - - C 1,2,3,4 J46 30KSP 30 50 - 102 - - - 1,2,5 / / JG8A 60 B 14.19 14.19 14.19 14.19 17.19 17.19 17.19 - - - C 1,2,3,4 J47 3OKSP 74 115 - 149 - - 2 1,2,5 ISSUE BLOCK REF ROOF AHU STRUCTURAL CURB FRAMING PLANS JG9 60 B 19.57 19.57 19.57 19.57 21.57 21.57 21.57 - - - C 1,2,3,4 J47A 30KSP 74 115 - 149 - - 2 1,2,5 - 111 JG10 60 C 12.92 12.92 12.92 10.37 10.37 - - - - - D 1,2,3,4 - 2 1,2,5 A 07-12-12 REV #1 J47B 3OKSP 70 107 - 148 i z JG11 60 C 14.57 14.57 14.57 10.32 10.32 - - - - - D 1,2,3,4 J48 3OKSP 33 50 - 102 - - 2 1,2,5 GRID r o y REF SCHEDULE FORJ49 14KSP 78 120 - 180 298 12 1 1,2,5 JG12 60 C 15.88 15.88 15.88 15.48 15.48 - - - - - D 1,2,3,4 1- ~N JOIST LOAD AT EACH NOTES: REF ROOF of i CORNER OF CURB JG13 60 C 15.48 15.48 15.48 15.48 15.48 - - - - - D 1,2,3,4 1. A. UNIFORM GRAVITY LOADS ARE TABULATED FOR EACH JOIST AS FOLLOWS: 'IyFRAMING PLAN! 01 JG13A 60 C 14.19 14.19 14.19 14.19 14.19 - - - - - D 1,2,3,4 DEAD LOAD (DL) = ROOF DEAD LOAD (REF SHEET SO) i JOISCL OTF �- - JG14 60 C 19.57 19.57 19.57 19.57 19.57 - - - - - D 1,2,3,4 LIVE LOAD (LL) = ROOF LIVE LOADS (REF SHEET SO) INSTALL HEADERS z0 c i REF SCHEDULE FOR JG15 60 D 10.37 10.37 10.37 10.37 10.97 10.97 - - - - E 1,2,3,4 SNOW LOAD (SL) = SNOW LOADS (REF SHEET SO) PER SECTION 1 C.) wo CORNER OF CURB JOIST LOAD AT EACH JG16 60 D 10.32 10.32 10.32 10.32 10.32 15.02 - - - - E 1,2,3,4 PONDING LOAD (PL) = PONDING LOAD (REF SHEET SO AND DIAGRAM #2) C.) cw J i 3" TYP w JG17 60 D 15.48 15.48 15.48 15.48 15.48 20.18 - - - - E 1,2,3,4 SNOW DRIFT LOADS SHALL BE USED IN CONJUNCTION WITH DEAD AND SNOW LOADS ONLY (DL+SL). CL OF _ _ �_ JG18 60 D 15.48 15.48 15.48 15.48 15.48 15.48 - - - - E 1,2,3,4 PONDING LOAD SHALL BE A LIVE LOAD IN ADDITION TO THE UNIFORM ROOF LIVE LOAD. PONDING LOAD SHALL NOT BE INCLUDED WITH SNOW LOADS. JOIST T w INSTALL HEADERS JG18A 60 D 14.19 19.29 19.29 19.29 14.19 14.19 - - - - E 1,2,3,4 B. IN ADDITION To THE ROOF UNIFORM GRAVITY LOADS, DESIGN SPECIAL JOISTS TO ACCOMMODATE THE SNOW DRIFT LOADS SHOWN IN THE JOIST 4VI4 o PER SECTION 1 _ - - _ SCHEDULE, RTU LOADS, SOFFIT LOADS, AND ANY OTHER CONCENTRATED OR DISTRIBUTED LOADS INDICATED IN THE JG19 60 D 19.57 22.12 22.12 22.12 19.57 19.57E 1,2,3,4 SECTIONII LI c� CL OF o _ JOIST DIAGRAMS OR FRAMING PLANS. 22 - _ - IN - JG20 60 E 10.37 10.37 10.37 10.37 10.37 10.37 10.37 11.69 12.07 F 1,2,3,4 o4JOIST I o JG21 60 E 16.72 24.52 24.52 24.52 17.57 17.57 23.52 23.52 28.62 - F 1,2,3,4 C. RTU LOADS ARE PROVIDED IN THE RTU SUPPORT FRAMING PLAN. REF 1-S3, AND 3-S4.1 FOR LOCATIONS. -' SECTION II I JG22 60 E :43..9193 :46..8198 25.68 25.68 24.00 24.00 24.18 24.18 24.60 - F 1,2,3,4 D. ALL LOADS SHOWN ON THESE DIAGRAMS AND ON OTHER DRAWINGS ARE DESIGN WORKING LOADS FOR WORKING STRESS DESIGN WITH REF SPECIFICATIONSw A THE APPROPRIATE BUILDING CODE LOAD FACTOR ALREADY APPLIED. NO INCREASE IN STRESS OR LOAD REDUCTION IS ALLOWED FOR WIND FOR STRUCTURAL CURB o JG23 60 E 6.08 6.08 15.48 15.48 15.48 15.48 15.48 15.78 15.78 - F 1,2,3,4REF SPECIFICATIONS JG23A60 E 14.19 14.19 14.19 14.19 14.19 15.39 15.39 - F 1,2,3,4 OR SEISMIC LOAD COMBINATIONS. ALL ADDITIONAL SPECIFIED AXIAL LOADS ARE TO BE ADDITIVE To FULL GRAVITY AND FULL UPLIFT LOADS JOISTOF = - - -CL 0 T - FOR STRUCTURAL CURB 3" TYP JG24 60 E 19.57 19.57 19.57 19.57 19.57 19.57 19.57 19.57 19.57 - F 1,2,3 4 TO PRODUCE THE WORST CASE CONDITION. / CHECKED BY: WKH z JG25 60 F 13.39 11.29 11.29 11.29 11.29 11.29 - - - - F.8 1,2,3,4 E. THE LIVE LOAD DEFLECTION LIMIT IS L/240. CL OF _ _ _ _ JG26 60 F 21.08 17.25 25.75 24.48 24.48 15.98 - - - - F.8 1,2,3,4 F. PROVIDE 5" JOIST SEATS AT ALL JOISTS, UNO. DRAWN BY: �� W JOIST = JG27 60 F 21.52 26.19 30.19 25.69 25.69 21.09 - - - - F.8 1,2,3,4 G. WHERE JOISTS ARE PARALLEL TO AND NEAR WALLS, 50 FEET OR LESS IN LENGTH, PROVIDE A MAXIMUM 1/2" CAMBER AND FOR JOISTS FILE NAME: / / oz I JG28 60 F 15.88 15.88 15.88 17.08 17.08 15.88 - - - - G 1,2,3,4 GREATER THAN 50 FEET, PROVIDE A MAXIMUM 3/4" CAMBER. E- I JG28A 60 F 14.55 14.55 14.55 15.55 15.55 14.55 - - - - G 1,2,3,4 H. REF ADDITIONAL COLLATERAL LOADS DIAGRAM FOR SOFFIT AND RTU LOADS IN DESIGNATED AREAS. THESE LOADS WILL COVER ALL 10 TON PROW CYCLE: 012712 RTU/WSHP L W JG29 60 F 19.27 19.27 19.27 20.77 20.77 19.27 - - - - G 1,2,3,4 OR LESS RTU LOADS AND ANY SOFFIT LOADS THAT RUN PERPENDICULAR OR DIAGONAL TO THE JOISTS AS SHOWN ON THE ROOF FRAMING PLAN. DOCUMENT DATE: 041012 STRUCTURAL CURB / / JG30 60 F.8 19.94 19.94 10.16 - - - - - - - G.8 1,2,3,4 WHERE THE SOFFIT RUNS PARALLEL TO THE JOISTS, DESIGN THE JOIST BOTTOM CHORD FOR AN ADDITIONAL 65 PLF UNIFORM LOAD. JG31 60 F.8 13.95 13.95 21.39 21.01 20.48 - - - - - H.1 1,2,3,4 2. JOIST SHALL RESIST THE MOST CRITICAL EFFECTS FROM THE LOAD COMBINATIONS LISTED IN THE APPLICABLE BUILDING CODE. VARIES 20 TON RTU/PUMP JG32 60 F.8 17.31 17.31 24.75 24.75 24.75 - - - - - H 1,2,3,4 3. JOIST AT SIDEWALLS SHALL BE DESIGNED FORA HORIZONTAL LOAD FROM WIND APPLIED TO THE BOTTOM CHORD BY COLUMN BRACE. / ,1' PACKAGE/FLUID COOLER JG33 60 G 17.26 17.26 17.26 17.26 - - - - - - H 1,2,3,4 REF SECTION 11-S5.1 FOR DETAILS. STRUCTURAL CURB JG33A 60 G 15.82 15.82 15.82 15.82 - - - - - - H 1,2,3,4 4. JOISTS SUPPORTING THE CONDENSER RACK FRAME POST SHALL HAVE A MAXIMUM TOP AND BOTTOM CHORD WIDTH OF 7" TO ALLOW CL OF JOIST - - - - - - H 1,2,3,4 FOR PROPER INSTALLATION OF POST SUPPORT ANGLES. REF 2-S4.3. �I REF ROOF DIAPHRAGM JG34 60 G 20.95 20.95 20.95 20.95 -,I REF ROOF IAPHRAGM REF SPECIFICATIONS u CONNECTION DIAGRAM JG35 60 H 4.31 13.24 13.24 13.24 14.24 26.44 26.44 25.44 25.44 - J 1,2,3,4 5 MIN TOP CHORD WIDTH OF 6" FOR JOISTS SUPPORTING RTU'S AND AHU'S. IF TOP CHORD WIDTH SUPPORTING RTU'S AND AHU'S IS GREATER REF SPECIFICATIONS U CONNECTION DIAGRAM AND SCHEDULE FOR AND SCHEDJLE FOR FOR STRUCTURAL AND JG36 60 H 17.57 17.57 17.57 17.57 34.66 34.66 33.76 33.76 - - J 1,2,3,4 THAN 9" COORDINATE HEADER OFFSET WITH STEEL SUPPLIER. FOR STRUCTURAL AND ATTACHMENT TYPE AND -- - NON-STRUCTURAL CURBS ATTACHMENT TYPE AND NON-STRUCTURAL CURBS , - - 150-CMU SIZE. LOCATE AT 6" OC JG36A 60 H 17.65 17.65 17.65 17.65 33.09 33.49 32.89 32.49J 1,2,3,4 PROVIDE TOP AND BOTTOM BRIDGING PER SJI SIZE. LOCATE AT 6" OC .REQUIREMENTSDO NOT WELD BRIDGING 10. JG37 60 H 24.04 24.64 24.64 23.44 31.54 32.14 32.14 32.54 - - J 1,2,3,4 CONTRACTOR NOTE: HEADER AT 12" MAX OC TO WEB MEMBERS. DO NOT LOCATE BRIDGING BRIDGING AND WEB MEMBERS ARE NOT DESIGNED L5x3x1/4 (LLV) AT 12" MAX OCJG38 60 A.3 9.64 9.64 9.64 9.64 - - - - - - B 1,2,3,4,5 BELOW SKYLIGHTS, WHERE POSSIBLE. OTHER THAN AXIAL. NO CROSS MEMBER 1/8 /1 1/2<ALONG SUPPORT (NO HEADER AT SIM) 1/8 /1 1/2 AANGLE *UPPORT JG39 60 A 8.43 9.03 10.00 I 9.40 8.71 8.71 - - - - B 1,2,3,4 -1 -T ' FOF F ANOYDS TYPE SHALL BE MADE TO BRIDGING ORT ANGLE JG40 60 A 14.00 14.40 15.76 15.36 14.66 14.66 - - - - B 1,2,3,4 J J 1 JOIST WEB MEMBERS. ALL LOAD ATTACHMENT JG41 60 A.3 25.71 25.71 25.71 25.71 - - - - - - B 1,2,3,4 SHALL BE TO JOIST CHORDS ONLY. REF 5-S4.1 - - - -e--.---1- - 1 �‘- 1 --- JG42 60 H.1 5.31 5.31 5.31 5.31 9.40 9.40 9.40 9.40 - - J 1,2,3,4,5 JOIST MANUFACTURER TO PROVIDE WIND UPLIFT NOTES: BRIDGING AT THE FIRST BOTTOM CHORD PANEL 1. A. ROOF LIVE LOAD INCLUDES BASE SNOW AND SNOW DRIFT LOAD WHERE APPLICABLE. POINTS PER SJI REQUIREMENTS. DESIGN ALL -- -----\ - ANGLE TO * 0 0 BET . LOADS DO NOT INCLUDE JOIST GIRDER SELF WEIGHT. JOIST FOR A NET UPLIFT LOAD PER DESIGN 3.4 8 9 3/16 �1 1/2 JOIST WELDS AT8JOISTxl 2WITH LUT C. JOIST GIRDERS SHALL HAVE 7 1 2" SEATS. LOAD SCHEDULE 4-S0. ELDWITHOUT / TYPICAL JOIST BRIDGING DIAGRAM HEADER D. LOADS INCLUDE POINT LOADS SHOWN ON FRAMING PLAN (e.g. RTU'S, DRAIN LINES, SOFFITS, ETC). 9 0 _ I _ _ SECTION 4 E. THE LIVE LOAD DEFLECTION LIMIT IS L/240 UNLESS NOTED OTHERWISE IN THE SCHEDULE. SECTION 3 2. ALL LOADS SHOWN ON THESE DIAGRAMS AND ON OTHER DRAWINGS ARE DESIGN WORKING LOADS FOR WORKING 0 I I GRID - STRESS DESIGN WITH THE APPROPRIATE BUILDING CODE LOAD FACTOR ALREADY APPLIED. NO INCREASE IN STRESS 18'-O" _ I _ _ _ _ _ _ _ _ VARIES ICL OF JOIST OR LOAD REDUCTION IS ALLOWED FOR WIND OR SEISMIC LOAD COMBINATIONS. ALL ADDITIONAL SPECIFIED AXIAL LOADS G.8 / ii REF ROOF DIAPHRAGM ARE TO BE ADDITIVE TO FULL GRAVITY AND FULL UPLIFT LOADS TO PRODUCE THE WORST CASE CONDITION. I I I I I U C T(� ''4 I R Rq CONNECTION DIAGRAM 3. LIMIT JOIST GIRDER SEAT WIDTH TO A MAXIMUM OF 11 INCHES. PONDING \ 5 ED OF CL OF JOIST FS REF SPECIFICATIONS i AND SCHEDULE FOR '� s/ REF ROOF DIAPHRAGM 4. JOIST GIRDER MANUFACTURER SHALL CONSIDER THE EFFECTS OF THE TWISTING FORCES ON A JOIST GIRDER LOAD (PL) ROOF UNIFORM GRAVITY LOADS 0 _ _ 5 QE fi Oy FOR STRUCTURAL ATTACHMENT TYPE AND \v v v v v i i �Ca *:::. F9 CONNECTION DIAGRAMINDUCED WHEN UNEQUAL LENGTH JOISTS BEAR ON OPPOSITE SIDES OF THE SAME JOIST GIRDER. ANY 'c 340 'P REF SPECIFICATIONS AND SCHEDULE FOR CURB ► SIZE. LOCATE AT 6" OC FOR STRUCTURAL ATTACHMENT TYPE AND AT 12" MAX OC ADDITIONAL BOTTOM CHORD BRACING REQUIRED TO RESIST THE TORSIONAL FORCES MUST BE DESIGNED N v v v v v v v v v y I L ��- ,, CURB SIZE. LOCATE AT 6" OC ALONG SUPPORT AND SPECIFIED ON THE JOIST GIRDER SUBMITTAL BY THE JOIST GIRDER MANUFACTURER. OREGON `_ , I /1/8 �/1 1/2\ANGLE 5. JOIST GIRDERS AT PERIMETER WALLS SHALL BE LIMITED TO A LIVE LOAD DEFLECTION OF L/360 AND A •` '1} 13 1/8 1 1/2 _� _ TOP CHORD WIDTH OF 11 INCHES. L MAIN BUILDING � '<�N '�c `� L4x3x1/4 (LLV) 1/8 /1 1,1/2 150-CMU / / AREA F I JOIST DIAGRAM #2XP1f2ESq�so1 " GRID GRIDREF JOIST SCHEDULE FOR DETAILS X / I P P P P P P P P P 1 SNOW DRIFT\ B - - - - - - - - - ROOF L5x5x5/16 1.----\i'3/16 1 1/2 ANGLE i i 1 I I ,G i i i LOADS (S1} FRAMING \ �I� ROOF UNIFORM GRAVITY LOADS A.1 - /` _A - - _� 3/16 >1 1/2 CJTO OIST SECTION 2SCHEDULES - r J 3/16 V u•uIuuI.uIIl / 5 1/2 , ALL DETAILS AND SECTIONS APPLY / 1' TO RTUS AND SKYLIGHTS a OFFSET REF PLAN 177 10 TON OR LESS RTU LOAD - DESIGN JOISTS FOR (2) 600 LBS o REF ARCH SHEET A4.1 FOR CL OF CL OF / / POINT LOADS APPLIED TO THE TOP CHORD, SPACED 6'-10" APART, N SECTION 1 RTU/SKYLIGHT PLACEMENT ON CURB COLUMN (SPACING VARIES) COLUMN JOIST DIAGRAM #1 AT ANY POINT ALONG THE JOIST. SECTION 5-S4.1 APPLIES. a; REF JOIST SCHEDULE FOR DETAILS ADDITIONAL COLLATERAL LOADS RTU FRAMING SUPPORT PLAN JOIST GIRDER SCHEDULE - SHEET: c" 0 NTS 012712 s4_1-003_HEF_AS NTS 072911 s4_1-002 JOIST SCHEDULE AND DIAGRAMS -4- 0 NTS 033111 s4_1-001_150_GCR S 4-. 1 co (1E1 m U N W 411 N N co W 0 N W V LL - m O Q. LL N O CO I_ a Co N N O I- N W WLLO D WilzF zV� FWQ3 W W oi----W" zmWcjzwg W -r- _ QQ c noo O02zaNW L ay)a3FZ��QjW O OOHS 3Qz"'UEaaV 23.VoO ¢ Wm K 1= O0Z 3UmZF Q ceit.- 74r"po ,7 - D remm6WU w(Dt3w °OF Qo4zsWm _ DwzKuaoZRR JOOtDK6dO0 < 1- z z Q 1- _1 J 7 N Z 0 V O kn % 0 0 CD Zi 0 % O 11- 0)) 0 i---i U7a CI O 0 a z E F ,, Nes-, W Ln 0 1—, w as z CO 0 ti OD ISSUE BLOCK 07-12-12 REV #1 I t9'-Ol# STORE FRONT AND HSS BEAM, REF PLAN Y REF PLAN I I CANOPY NOT SHOWN FOR CLARITY TO COLUMN EL 114'-8" G1 e-.%\ I TO GIRT EL Ni., 107'-9 1/2" $BOS EL "I REF SCHED _ _ , TOC EL I '3 16 a TYP NV 1I FRAMING ELEVATION AT GRID 4.(3/\ ," = 20' O" S4_2-002_GCR_150 POST TO BEAM CONNECTION NOT USED CHECKED BY: WKH 10 3/4"=1'-0" 102811 S4_2-010 DRAWN BY: FILE NAME: PROTO CYCLE: 012712 DOCUMENT DATE: 041012 PROVIDE 2"x3" COPE © EACH END ON UNDERSIDE GRID OF BEAM TO ALLOW FOR PLACEMENT OF BEAM I0 OVER ERECTION TABS 3.6 19'-8" 19'-S" dr, --- 3/4"x1 1/2"x0'-2 1/2" BM PER PLAN ERECTION TAB, TYP UNO I 39'-4" 1 I I I } REF PLAN SECTION 5 16\ RETURN WELD AT RADIUS I I REF PLAN TOS EL I 5/16 I TO PROVIDE SEAL 1 $ TO COLUMN EL 43 11 HSS16x8x1(' S16x8x1 \ 112'_O1/2"$ G3 6' " BOS EL REF FRAMING EL TO GI0RT EL 1 / 1 / s . i , TOS EL$ SECTION HSS BEAM REF PLAN 3 16\ 3 16 L OR FRAMING ELEV NV WTYP TYP, SIM TYP I 5 16 5 16 P TYP FRAMING ELEVATION AT GRID A. 0 FRAMING DETAIL NOT USEDNOT USED FRAMING ELEVATION AT A. 1 / A. 2 8 1" = 20'-0" 073109 S4_2-002_GCR_150 O 3/4" =1'-0" 042911 S4_2-007 6 © 4 GIRT SCHEDULE ��` °�Fss, 1 MARK GIRT H 40 sF. 8 ® O 6.5 6 ® © • Q • • © ® 6 6.5 6.8 SIZE G1 HSS8x4x3/16 GRID REF COLUMN SCHEDULE OREGON cb G2 HSS12x6x3/16 FOR SIZE • ?� 1 I 1 1 1 1 I I 30'-2" I 30'-0" I 30'-0" I 25-0" 112'-2" I *13 3O'-0' 30' 0' 25' O' 25'-0' 3O'-O" jr 30'-0' 3O'-0' 30'-O" / 35'-2' / y y y y y y a G3 HSS12x8x5/16 3 16 ► TYP ' JN K.$ iii le G4 HSS12x8x1/2 � 3/16 xalrzesgl3oL�f7+' I I I I I I I I I I I I I I I I (2) 3/4" DIA REF PLAN REF PLAN REF PLAN A325 BOLTS, TYP TO COLUMN EL TO COLUMN EL TO COLUMN EL G1 118'_7" MITER CUT END AT WIND GIRT G2 G3 G2 G2 G3 G3 r/� G3 G3 G4 114 _8" 114'-8" ��\ G3 G3 G3 G2 / TO GIRT EL _ - 45 DEGREES, TYP DIAGRAMS / TO GIRT EL TO GIRT EL �� REF EL TO GIRT EL 1 r _ _ _ _ _ a _ _ _ _ REF SCHED REF SCHED _ _ _ _ _ REF SCHED TOC EL TOC EL TOC EL a TYP a REF GIRT L4x4x3/8x0'-6" WITH N a TYP SCHEDULE FOR 13/16"x1" HORIZ SLOT m SIZE, TYP AT EACH BOLT, TYP 6 N FRAMING ELEVATION AT GRID J © FRAMING ELEVATION AT GRID A. 3 GIRT COLUMN CONNECTION © 1" = 20'-0" 073109 S4_2-002_GCR_150 1" = 20'-0" 012712 S4_2-002_GCR_150 3/4" =1'-0" 073109 S4_2-001 SHEET: co S4. 2 2 `I Uo 0 m y 3 aW � a ODU ,n LL 'crr- U CaQ a M a N O A N FW CC 0 W NJHFyj Ozyl D oLLNS�F zwtnFuJzLO ourft!cr 3 ir 0 0 rcaD'<z< a"'a0°Oo L. 0. OIzos� Ow�F U1UNEW<SiWw<KWaCjawoOM } zce 0 ¢ H 21a/1<ZO('N 007Op ZZ <O ZLL(A WL' VjLLNO D 0 O w O<W O K W W W Z W 0 p NZ UIO<OK(W/1WK2'zQ 0 < V FOOOv)0. LLLLW00. I- z I- i J D Z 0 0 0 to .-r % 00 0 r9 w N7 Ecij 0 ALO O 0 o z E_ ..,, W 6�--Iri, Oo M cn O W w © O z w 60'-0" o / / ISSUE BLOCK 1 CL CL CL I POST POST POSTA 07-12-12 REV #1 8'-0" el, 8'-0" 3'-7t 1 1 — I I I / \ * * * * * I . . REF ARCH SHEET A4 FOR I I I LOCATIONS OF SKYLIGHTS I I I 3-S4.3 1\k, . '.......„____,..., kik k .1),* . 4k - lat_ _-Lt.tt S.c. tcxv 18'_8$" RACK C Nci. / _� X ..` CHECKED BY: WKH CL COND C DRAWN BY: RACK N-) a FILE NAME: * * * \ \ / cN PROTO CYCLE: 012712 •r .w n C' reAr DOCUMENT DATE: 041012 O ►�i�4;‘•�. ,4.4 • 4.4, 4, CL •Ori►OOi�i'esit 0000'44 RACK CL CL CL .�! Uo Z U-' Q w Q 01 Q 0 m co I- 4. a t-- co . Ce en W Nz N LL w co GROUT CMU SOLID ABOVE GRID < LL ELEVATION 120'-O" FOR EMBEDDED PLATE CENTERED ON r-- a TOP EDGE OF CONT STEEL MEMBER 02 in co WIDTH OF SIGNAGE TO GRIDREF WALL EMBED SCHEDULE FOR ALLOW FOR INSTALLATION REF PLAN SIZE, SPACING AND PLACEMENT ~ c OF SIGNAGE ANCHORS /EACH <\ / WITHIN GROUT FILLED CELL DO NOT 3/16 V 4 EMBED FINISH MATERIAL TYP 1 , PLACE HSA IN CMU HEAD JOINTS w REF ARCH REF ARCH / GRID Nce moz QNcto REF ROOF DIAPHRAGM CONNECTION `EACH w M-� oz REF PLAN DIAGRAM AND SCHEDULE FOR DECK $ TOM EL y. '::: ! EMBED ywF z��^€ Q3 ,ATTACHMENT TYPE, SIZE AND SPACING • • 3/16 REF PLAN o o� �w1a1 o ► V 4 TYP / 'XIII a 4 a p 4 a REF ROOF DIAPHRAGM CONNECTION REF ARCH a < po �� REF ARCH ' • wf �z <oHw¢Foo DIAGRAM AND SCHEDULE FOR DECK TOM EL " ' -�� O �N>Qz pa ao 0 TOM EL �- ►! <TYP 0 �• ,� REF 3-S5 ITEMS �` a , o�zm� pw�I- .! • • mpm a < poND t . `� ► 3/16 V2®12 ATTACHMENT TYPE, SIZE AND SPACING ••- •.,, mwo a> ♦ .. --. ►� �• ,.. ,� SHOWN BUT NOT z a4o w¢<wwha_w .4 EMBEDDED PLATE CENTERED �'. ►! REF CMU WALL REINF • • O 3 W��o� �za��a ON TOP EDGE OF CONT STEEL '! PROVIDE BOLTS AS REQD BY DIAGRAM, TYP WELDED X BRIDGING (NOT NOTED I- z23QmoHyow Jcro$i ► �• REQD AT UPLIFT BRIDGING) % aQai4Fz�j�LL�$ MEMBER, REF WALL EMBED ►'• i OSHA/SJI (1/2" DIA FOR ♦ • . . i rczMoH pwwozwzow SCHEDULE FOR SIZE, SPACING K-JOISTS, 3/4" DIA FOR �! •+ m I HSS 5x5x3/16 STRUT d c'oH `wore wai 'm i ' ►! •.. ., .� F (^wz "toow L„.,0.<or AND PLACEMENT WITHIN GROUT ► �� LH JOISTS AT COLUMN • ! TYP ,, CENTERED ON GIRDER InoaPoamwaazaaa N �opo,na�rcaawaam FILLED CELL DO NOT PLACE I •` -J HSA IN CMU HEAD JOINTS ►! TOREFBRONDDFBERAAMMIEG PLAN • ` ,►! 1 4 3 TYP EACHREF ROOF FRAMING PLAN I �! 1/4 3 GI• ORDER F. : ;ci1 • % $ TOFBONDF FRAMING PLAN I [ EAD> vi6/3 TO BOND BEAM EL ♦ REF WALL EMBED i ►i 1 • ►. Iai�r ► I (� /� t .4►! SCHEDULE FOR SIZE OF ► ' �� • i REF ROOF FRAMING PLAN r. REF ROOF FRAMING PLAN lj CONT STEEL MEMBER ► BOND BEAM WITH (2) #5 CONT 10) JBE ,i ��• =N ►� — : FULLY GROUT 16" ABOVE AND JBE �. BOND BEAM WITH (2) #5 CONT ► ■'� I� 0 8" BELOW BOND BEAM ► z ► \ o rn FULLY GROUT 16" ABOVE AND t '� \ i \ ---- --- � \" c~� REF WALL EMBED z •' ►• "' ► 1 1 DESIGN JOIST GIRDER ENDI I w z 8" BELOW BOND BEAM � iii \ SEAT TO TRANSFER AN Cn SCHEDULE FOR J CAP PLATE 3/4"x12"xAS SHOWN ► \ REF WALL EMBED SCHEDULE FOR ►! 4 AXIAL LOAD OF 10 KIPS CONTINUOUS STEEL D 1 / BRIDGING AS READ N TO THE TOP CHORD DUE MEMBER BEYOND SIZE OF CONT STEEL MEMBER > ►! (2) 3/4" DIA ERECTION BOLTS ►! �� BY SJI TYP 1/8 V • ♦ z p 12 i \ 1/2" DIA SLEEVE ANCHOR TO WIND OR SEISMIC ., o • ►� ON 5" GA AT EACH JOIST ►� ! ' o ♦ i 1 1 �� GIRDER i FURNISHED BY CONTRACTOR ; � REF CMU WALL •• ►. ►. / y ,. REINF DIAGRAM. TYP ►� 1 J;L 1/4 4 SIDES -m.'1 w '= , .; _ —1, o 3/16 r2@Y12 in . .Torpor- , � 13/16" DIA HOLE FOR GUYING �� _ STABILIZER PLATE 1/2kl- "x6"x ►• '• �► �• • \ . • o0 .SIJ 0'-6" DO NOT WELD JOIST I: / �� n JOIST STABILIZER PLATE �� r1 GIRDER TO PLATE TYP c -a.--- 4 ANGLE FURNISHED �, � 1/2"x6"x0'-6" DO NOT WELD • • BY JOIST SUPPLIER • O CO 1 JOIST TO PLATE, TYP i ►i 3/16 WELD NEAR SIDE BAR OSIDEHALF ANDHALF • • O O 3/16/ < REQUIRED AT UPLIFT " TYP BRIDGING ONLY SECTION r9 C._.. p o ® GIRDER COLUMN NOT USED FRONT WALL SECTION Q GIRDER COLUMN AT SIDE WALL a 3/4,• = 1'-0' 033111 SS 0120 1 0 3/4,. = 1'-O" 033111 s5 010 v 3/4„ 1'-0" 052810 55-009 0 O .... z E c=, , e,, O M 0 SECURITY STRAP BY GC: GRID ' O I I 1. 3/4" WIDE 24 GAGE GALVANIZED STEEL STRAP WITH 4" STANDARD PIPE •• ILI ALTERNATING 1/4" AND 3/16" DIAMETER HOLES. •��t PROVIDE BOLTS AS REQD 2. SHALL BE LONG ENOUGH TO PREVENT SHARP a CAP PLATE 3/4"x8"x0'-8" rzl REF ROOF DIAPHRAGM GRID BY OSHA/SJI BENDS WITHOUT EXCESSIVE SLACK. } glIl REF 4-S5 FOR CONNECTION DIAGRAM AND (1/2" DIA FOR K-JOISTS, PROVIDE 4" MIN BRG LENGTH 3. SHALL NOT BEAR ON CONDUIT, CABLES, ETC. Z r 6" STANDARD PIPE ITEMS SHOWN SCHEDULE FOR ATTACHMENT FOR LH JOISTS AND 2 1/2" I I BUT NOT NOTED GRID Aa 3/4" DIA FOR LH JOISTS) W 1/4 V TYPE, SIZE AND SPACING MIN BRG LENGTH FOR K JOISTS GRID 0 N I EACH o AT COLUMN JOIST WEB Z zQ 1" THICK CAP PLATE CENTERED ON REF r� 3 16r 4 EMBED 4 I MEMBER 1 z r HSS •COLUMN WITH WIDTH 1" / / 1.44• Typ 1/4 3 (2) 3/4" DIA ERECTION BOLTS100. LARGER THAN HSS COLUMN AND D �1 4 3 ON 5" GA AT EACH JOIST GIRDER FOR LH< 1 4 2 FORK JOIST I � . o WELD SIZED FOR K-SERIES 1/8 \1 1/2 I PLAN I r. ��-' ISSUE BLOCK / SERIES / 1/81 1/2 LENGTH 10" LARGER THAN HSS ,. (SERIES BOTTOM o JOIST FOR LH-SERIES USE - JOIST 1/4 2 1/8 \ 1 1/2 \JOIST CHORD " w b SJI MIN TYP 1/8 1 1/2 COLUMN LONG DIMENSION PARALLEL EMBEDDED PLATE WITH TOP EDGE OF - iII _ TO JOISTS •irI = �•- '_�� :' PLATE1" BELOWTOPOFCMUAT1 1 SCREWS BY GC: ° 5/16 1 PLATE 3/4"x6"x1'-0" TYP REF 2-54 FOR ' _.� • SCUPPER OPENING. REF WALL EMBED ` I SELF DRILLING S-MD 4 SIDE 5/16 REINF REQUIRED 1111 SCHEDULE FOR SIZE AND SPACING BOTTOM I / # _ 516V 1AT OPENINGCHORD 12-14x3 4" HWH 3 3/4" CAP PLATE I I BRACE i HILT( KWIK-PRO OR \ 2110 SECTION AT EMBED 1 IT, 1„ z EQUAL. MINIMUM END II I i 41 12 TYP O DISTANCE = 3/4" ►' ! �. i� REF ROOF DIAPHRAGM CONNECTION SECURITY SECTION REF ARCH •�r�••• DIAGRAM AND SCHEDULE FOR DECK 4 SIDES> BOM EL ■ ATTACHMENT TYPE, SIZE AND //3/16 4 3 �� 1 TYP STRAP 1/4 f 3 •� 1Ii WELD NEAR SIDEBOTTOM HALF AND �� 0 HAFARFSID P UPPER 3/16 3 JOIST STABILIZER PLATE I a ERECTION PER T VI TYP \= REF ARCH EA 13/16" DIA PER JOIST / DRAWINGS $ TOM EL %�% 3 16r JOIST / 1/2'x6'x0'-6' DO NOT WELD HOLE FOR JOIST TO PLATE, TYP ERECTION ' PROVIDE BOLTS AS REQD BY OSHA/SJI % ��1, a a a a a GUYING ��\y�_�j DRAWINGS 11 �i� I— (1/2" DIA FORK JOISTS, •• � ' + (1) 1/2" DIA A307 SAFETY BOLT L 3/4" DIA FOR LH-JOISTS) 5/16 6" REF ROOF FRAMING PLAN :�—� / TO BOND BEAM EL AND JBE it SNUG TIGHTENED AFTER BRACE HAS TYP TYP WELD NEAR SIDE 3/16 3 \ BEEN WELDED (REF JOIST EREC11ON I PROVIDE BRACING FOR BOTTOM CHORD OF JOIST GIRDER 5/16 i BOTTOM HALF AND< > STABILIZER PLATE I AS REQUIRED BY SJI ON ONE SIDE OF GIRDER ONLY. •! �' 1 DRAWINGS) SAFETY BOLT SHALL BE REF 4-S5 FOR FAR SIDE UPPER 3/16 3 1/2"x6"x0'-6" DO NOT WELD INSTALLED-NO EXCEPTIONS WELD EACH END AS REQUIRED BY SJI (BRACE SHALL BE 1 I BOND BEAM HALF TYP JOIST GIRDER TO PLATE, TYP DESIGNED AS REQUIRED BY SJI TO CARRY BOTH it APPLICABLE TENSION AND COMPRESSION FORCES) IIIGUSSET PLATE 3/4", SLOT CHECKED BY: WKH JOIST STABILIZER PLATE COLUMN TO PLACE PLATE ►i ► DRAWN BY: COLUMN /JOIST GIRDER J O I S T/J O I S T GIRDER 1/2"x6"x0'-6" DO NOT REF WALL EMBED SCHEDULE FOR 8 STABILIZER PLATE 6 ALE NAME: WELD JOIST TO PLATE, TYP • SIZE OF CONT STEEL MEMBER 3/4" = 1'-0" 112505 s5-008 3/4" = 1'-0' 012712 s5-007 1/2"x6"x0' 6" DO NOT WELD i0 1.4 JOIST GIRDER TO PLATE, TYP PROTO CYCLE: 012712 CMU WALL 6SATELLITE DISH 092SUPPORT 906s5 006 © SCUPPER OPENING AT SIDE WALL 05 DOCUMENT DATE: 041012 (MTL STUD WALL AT SIM) EACH DESIGN JOIST GIRDER END 3/16 V 4 <EMBED SEAT TO TRANSFER AN AXIAL GRID TYP LOAD OF 15 KIPS TO THE TOP REF ROOF DIAPHRAGM CONNECTION CHORD DUE TO WIND OR ),REF PLAN DIAGRAM AND SCHEDULE FOR DECK CMU WALL EMBEDDED PLATE CENTERED ON TOP EDGE OF SEISMIC AT STRUT LOCATIONS / ,ATTACHMENT TYPE, SIZE AND SPACING (MTL STUD WALL AT SIM) GRID CONT STEEL MEMBER REF WALL EMBED SCHEDULE FOR SIZE, SPACING Y REF ARCH REF CMU WALL REINF AND PLACEMENT WITHIN GROUT FILLED CELL DO TOM EL J`;' -P. <TYP DIAGRAM, TYP }REF PLAN NOT PLACE HSA IN CMU HEAD JOINTS . 4 I 3/16 V 2e:01 2 / EACH EMBEDDED PLATE CENTERED ON • ;-',, ' / PROVIDE BOLTS AS REQD BY A REF ARCH EMBED TOP EDGE OF CONT STEEL MEMBER I TOM EL i 3/16 "4 TYP EMBEDDED PLATE CENTERED ON TOP EDGE REF WALL EMBED SCHEDULE FOR i• iA OSHA/SJI (1/2" DIA FOR �• • OF CONT STEEL MEMBER. REF WALL • • • I REF ROOF DIAPHRAGM CONNECTION GRID SIZE, SPACING AND PLACEMENT K-JOISTS, 3/4" DIA FOR PLATE STRUT PER 2-S5 •• • EMBED SCHEDULE FOR SIZE, SPACING AND GRID • DIAGRAM AND SCHEDULE FOR DECK GROUT CMU SOLID ABOVE WITHIN GROUT FILLED CELL DO NOT �� '� LH-JOISTS) AT COLUMN CONTINUITY ANGLE PER 3-S5.1 ATTACHMENT TYPE, SIZE AND SPACING PLACEMENT WITHIN GROUT FILLED CELL DO ELEVATION 114'-0" FOR PLACE HSA IN CMU HEAD JOINTS ► • I REF PLAN FOR LOCATIONS •• i ►. REF PLAN NOT PLACE HSA IN CMU HEAD JOINTS WIDTH OF SIGNAGE TO ALLOW REF Al i•. 1 4 \ 3 TYP EACH / / , FOR INSTALLATION OF N( ►! / JOIST EACH REF WALL EMBED • PLA ►• 1/4 r 3 SCHEDULE FOR SIZE OF tir TYP EACH REF ROOF FRAMING PLAN . GIRDER END 3 16 2®12 SIGNAGE ANCHORS, AT SIM 3/16/ , i z EMBED 5�" TO BOND BEAM EL i� CONT STEEL MEMBER ,� i o_ REF ARCH 3/16/ 4 2 „ i • EACH TYP • � s 04 • 3/16 2 E TOM EL i• JST TYP % ;� 7 O. BOND BEAM WITH (1) #5 CONT s-_� 401 3/16 r2 END % •� REF ROOF DIAPHRAGM CONNECTION BRG REF ROOF FRAMING PLAN ' Il°'I NJ _ � FULLY GROUT 16" ABOVE AND 3/16 2 n / •• DIAGRAM AND SCHEDULE FOR DECK 0 REF ARCH EACH �� ►• 3 16 4 JBE „ ®► 3 16 2©12 �i Cl.�i�r .! / / EMBED • p 8" BELOW BOND BEAM • TOM EL % �� ! ACV 3/16 2012 �• T �. ATTACHMENT TYPE, SIZE AND SPACING �• �� ®f�! ;.� — I �F REF CMU WALL REINF �•,�� EMBEDDED PLATE CENTERED ON :• i� REF ROOF DIAPHRAGM BOND BEAM WITH (1) #5 CONT �._�.! ITP '44. REF ROOF FRAMING PLAN •— DIAGRAM, TYP • WELDED X—BRIDGING (NOT TOP EDGE OF CONT STEEL MEMBER FULLY GROUT 16" ABOVE AND %� "" $ JBE �A • READ AT UPLIFT BRIDGING) REF WALL EMBED SCHEDULE FOR �,�„ CONNECTION DIAGRAM • PLATE STRUT :- �• '� 8" BELOW BOND BEAM • �' 'A SIZE, SPACING AND PLACEMENT '• • AND SCHEDULE FOR DECK • • CAP PLATE 3/4' x12'xAS SHOWN " • 1 HSS5x2x3/16 WITHOr ATTACHMENT TYPE, SIZE REF WALL EMBED SCHEDULE FOR �• �� PROVIDE BOLTS AS REQD `� r I� • SIZE OF CONT STEEL MEMBER •, �. 1 3 4" DIAF FOR LH J01 STS D : I 3/16"x14" PLATE WITHIN GROUT FILLED CELL DO NOT �• ,� BY OSHA/SJI �!� • AND SPACING • • (2) 3/4" DIA ERECTION BOLTS • 31. SES • c3/8" CAP PLATE y TYP PLACE HSA IN CMU HEAD JOINTS i• �t •• �A 1„ ON 5" GA AT EACH JOIST (1/2" , • I J L I 0 REF ROOF FRAMING PLAN 3/16/2®12 ► CONTINUITY ANGLE PER 3-55.1 • " / ) i TO BOND BEAM EL 2 GIRDER 4 SIDES I. p TYP REF PLAN FOR LOCATIONS '• �� I) AT COLUMN �• 1/4 :, �RVCTU • ►! EACH �i 'i I 4 SIDES •i R 5 a440, FORK 04• ��• 3/16/ < i �. < �� BOND BEAM WITH (1) p1 „ . • 1 I • • - .. I �J'_`''."• SCS 1 8 1 1 2 tt JOIST 13/16" DIA HOLE FOR GUYING1/4 V \ �� S SERIES p „ �:5 "� ' #5 CONT FULLY GROUT y r• F %O .�If 13/16" DIA HOLE FOR GUYING REF ROOF DIAPHRAGM c�. $ A 9 JOIST 1 8 1 1 2 e JOIST STABILIZER PLATE WIN I - iri 1 16" ABOVE AND 8" REF WALL EMBED g40 'S�� STABILIZER PLATE �; CONNECTION DIAGRAM AND1/2"x6"x0'-6' DO NOT WELD r4/,V JOIST STABILIZER PLATE !• BELOW BOND BEAM SCHEDULE FOR SIZE OF REF ROOF FRAMING PLAN �'1. 1/2'x6'x0'-6" DO NOT WELD SCHEDULE FOR DECK h g - i.. • JOIST TO PLATE, TYP r :f 1 2"x6"x0' 6" DO NOT WELD •� ATTACHMENT TYPE AND SIZE CONT STEEL MEMBER TO BOND BEAM EL AND JBE i " \\ JOIST GIRDER TO PLATE / . : I JOIST TO PLATE, TYP �i i I e"' OREGON '.' -'� REF WALL EMBED EMBEDDED PLATE REF WALL '• •• LOCATE AT 6" OC AT TWO \ . .� BOND BEAM WITH (1) #5 CONT �•., �• WELD NEAR SIDE �• � DECK FLUTES AT PLATE /h \ 9y 93 • SCHEDULE FOR SIZE OF EMBED SCHEDULE FOR SIZE AND ••� 3 :� FULLY GROUT 16" ABOVE AND „;: ' i 0 3/16 \ BOTTOM HALF AND ( < ,� ►� CONT STEEL MEMBER - SPACING. LOCATE CL OF EMBED I I $? 8" BELOW BOND BEAM ,� . . ►• 2" 2•• �• ;� 3/16 3 FAR SIDE UPPER HALF EMBEDDED PLATE REF WALL �� 1 , ♦ ► PLATES AT 16" FROM MASONRY . • '� •! - TYP EMBED SCHEDULE FOR SIZE AND �• 4 "' ! CONTROL JOINTS (EACH SIDE) 3/16 r •� • I / BRIDGING AS REQD ' •• = PROVIDE A MIN CLEARANCE OF �� 1 SPACING. • LOCATE CL OF EMBED as 3/16 �� BY SJI TYP xPlrees��ao�1�lL� i• i� D I• I I PLATES AT 16" FROM MASONRY ►i�i \ •• • 1'-0" FROM COLUMNS „ • 1 �i 3/16 3©12 1/8 / •i 0 BRG PL 3 8"x4"x0'-10" ' ►' 1 I 3/16 \2 CONTROL JOINTS (EACH SIDE) TYP 1/2" DIA SLEEVE ANCHOR / \ ,♦, 1 / 3/16 3©12 H \ FURNISHED BY CONTRACTOR 3/16 2 PROVIDE A MIN CLEARANCE OF 3 16 2 y , WITH (2) 1/2" DIAx5" HSA r, '4 :• ► \ FRAMING ' • EQUAL TO GIRT EL 1' ! I ! REF FRAMING EL 1'—O" FROM COLUMNS L;E� 1 3/16 r 2 SECTION / AT CENTER OF WALL - $ TO BOND BEAM EL \ >• •—• "I TO GIRT EL$ �'• • 1 J ., I ,�: 1 �.,_ DETAILS RP i BOND BEAM WITH (1) 5 >� ►� ` "it4 ' " REF CMU WALL •i 'i LOCATE VERTICAL CMU WALL REINFORCING # �� REF FRAMING EL FOR GIRT EQUAL TO GIRT EL in V !_ REF FRAMING EL \ •� �� CONT FULLY GROUT 8" �� ,� \ / REINF DIAGRAM, TYP i� 1 IN ADJACENT CELL WHEN INTERRUPTED $ TO BOND BEAM EL TO GIRT EL$ ABOVE BOND BEAM V '• BAR 3/8"x2"x0'-4" AT EACH :� SS . _� ANGLE FURNISHED r BY JOIST. PROVIDE LAP SPLICE PER 5-S4BY JOIST SUPPLIER III ,� EMBED PLATE • i i ABOVE AND BELOW JOIST. AT UPLIFT REF CMU WALLS• BOND BEAM WITH (1) #5 .� REF FRAMING EL FOR GIRT 1 I BAR 3/8"x2"x0' 4" AT EACH . REINF DIAGRAM, TYP REF FRAMING ELEV FOR CONT FULLY GROUT 8" •• 1 REQUIRED NI C /52 LOCATION OF GIRTS ABOVE BOND BEAM 5 "� EMBED PLATE BRIDGING ONLY N Oi SIDE WALL SECTION GIRDER COLUMN WIND COLUMN FRONT AND REAR WALL SECTION o 4 3/4"=1'-0" 111910 s5-004 3/4" = 1'-0" 072911 S5-003 3/4" = 1'-0" 052810 55-002 ONI 3/4" = 1'-0" 062609 s5-001 SHEET: t, S5 co GRID GRID \' — 0 a CL w 0 REF REF PLAN FOR JOIST 1 o SPLICE CONT STEEL MEMBER PLAt b WITH CONT PLATE, REF 8-S4 1 NUMBER OF JOIST SPACES FOR SPLICE PLATE CL w JOIST • 1-- I I 4r. 4„ CO REF WALL EMBED Cie w SCHEDULE FOR SIZE OF TYP TYP01 Z CONT STEEL MEMBER o in uj 3/16> 2 \EA JOIN, TYP ' ; v w V) CIE) p ILL N Q WI a I r --� WI m r;77.t 1:711 : I N O { N I Fr HSS5 2x3/16 WITH to I 3/16"x14" CONT PLATE w ¢WNIUZw road et 0 IIREF 3-S5.1 FOR :::::::::: 3CONTINUITY ANGLESIST D ots, REF PLAN FOR � ciozixP O aUN K 6I-zP Dw ENDSEAT EXTENSION z 0,00ccmDE,,rc,<0,9.0., 1� 0 3",z$re =ow zK JL (D c6=ow Q zo<20 (0 SJ:UNo �z3orU4wU�wZUw REF ROOF DIAPHRAGM CONNECTION a o womww wm DIAGRAM AND SCHEDULE FOR DECK E Nw,o cilM.000Z'o> -w0WO.JC Q.Q.WOO.M WALL BEYOND NOT ATTACHMENT TYPE AND SIZE LOCATE AT SHOWN FOR CLARITY 6" OC AT TWO DECK FLUTES AT PLATE as REF 13-S5.1 FOR GIRDER ' TO COLUMN ATTACHMENT 3 16 3(012 TYP 3/16 3©12 SECTION I- I- DRAG STRUT AT RE— ENTRANT CORNER 14 3/4" = 1'-0" 062609 s5_1-014 z 0 0 GRID GRID REF PLAN REF PLAN/ 0 L5x5x3/BxCONT ANGLE WITHto / 7/8x3" HORIZONTAL SLOT AT O O .� coREF ARCH 48"OC TOM EL .' '-. REF ARCH 4 o .•- i ••' / 1L5x5 TO JOIST REF ROOF DIAPHRAGM CONNECTION ��-. • � 3 1 2" DIA U \ 0 % � TOM EL % it DIAGRAM AND SCHEDULE FOR DECK . 0 ri ;s PROVIDE BOLTS AS REQD ATTACHMENT TYPE, SIZE, AND •4I �' �� 1 L5x5 TO JOIST w LCA . .� BY OSHA/SJI SPACING 3/16 I 5 i,l (1/2" DIA FOR K-JOISTS, �ist: EE= NN O 3/4" DIA FOR LH-JOISTS) HALFEN 3/16 L5x5 TO HSS 7x5 i--�-1 Ln a CHANNEL TO if 3/16 I2-12 04AT COLUMN3/16 Q Q — ,� EMBED WELD SIZED FOR O- -0 TYP JOIST GIRDER II, 1/8 ►1 1/2 K-SERIES JOIST FOR Z �:; ►i TO COLUMN CONNECTION �' �i� ^ . ..,. .�� y 1/8 I1 1/2 LH—SERIES USE SJI REF ROOF FRAMING PLAN A `: �� 1� MIN TYP Q LSI • Y REF ROOF FRAMING PLAN " Lc 'El BOND BEAM EL ` . •„ �i - .■1 �� n n /Z�\ C c 4... ♦ I� n TO BOND BEAM EL , i. . . 0 REF ROOF FRAMING PLAN I ; REF ROOF FRAMING PLAN I I M O "" JBE i ►� 1- w $ JBE ` I � I • • 1/4 TYP 0o BOND BEAM WITH (1) #5 CONT E. i� 1 1/4 . r ((2) #5 CONT AT SIM) —j i� 4 'V I I w 0 FULLY GROUT TWO COURSES / �� i2 ABOVE AND ONE COURSE ,'� �1 Z i,i� `■ \ BELOW BOND BEAM y��r o ; I , _ - 3/4"DIA HALFEN TEE-BOLT ( HSS 7x5 PER2/S5.1 /t �,�� JIL �� REF CMU WALL EMBED SCHEDULE I 8YS4 WITH BHALFEN ISSUE BLOCK PLATE 3/4"x6"x0'-6" '� FOR SIZE OF CONT STEEL MEMBER 5234HM CHANNEL x 6" 4 ., 13/16" DIA HOLE $ Ak 07-12-12 REV #1 4 � FOR GUYING LONG CENTERED ON 4 �� EMBED AT 48"OC NEAR SIDE REF 7-S5 FOR BOTTOM CHORD AND FAR SIDE ,A DESIGN JOIST BOTTOM CHORD FOR AN BRACE CONNECTION DETAILS AFTER ALL ROOF > �A ADDITIONAL 6 KIP AXIAL LOAD DUE TO REF CMU WALL REINF DIAGRAM FOR DEAD LOAD HAS 1/8 V 2 i WIND/SEISMIC PROVIDE 1/8" MIN ANGLE WALL REINF AND SPACING, TYP BEEN APPLIED �. THK FOR BOTTOM CHORD NOT USED NOT USED 40COLUMN BRACING CONNECTION AT JOIST SLIP JOINT DETAIL ® ® O" 043010 s5_1 011_150 10 3/4" = 1'-0" 051009 s5_1-010 CHECKED BY: WKH DRAWN BY: ALE NAME: PROTO CYCLE: 012712 8 NOT USED DOCUMENT DATE: 041012 O NOT USED 6 NOT USED PROVIDE 1" WIDE (MIN) A SHIM PLATES AS NEEDED BETWEEN JOIST GIRDER REF ROOF DIAPHRAGM CONNECTION 9 N O T USED FLANGE AND CONT PLATES DIAGRAM AND SCHEDULE FOR TYP CONT PLs ATTACHMENT TYPE SIZE AND SPACING TO GIRDER AND 3/161 BEAM FLGS GRID (2) 3/4" DIA ERECTION BOLTS 1"xt"x1'-6" PLATE BETWEEN ON 5" GA AT EACH JOIST GIRDER JOIST GIRDER TOP CHORD (2) 1/2"x2"x3'-O" CONT. PLATES, ANGLES, WELD WITH 3/16 GR. 50; (1) EA SIDE. CENTER FILLET EACH SIDE FOR I PLATES ON JOINT BETWEEN JOIST LENGTH OF CONT PLATES GIRDERS. GRID REF ROOF DIAPHRAGM CONNECTION ��a - �� DIAGRAM AND SCHEDULE FOR DECK `�� DO NOT LOCATE DECK ATTACHMENT TYPE, SIZE AND REF ROOF DIAPHRAGM CONNECTION , SIDELAP WITHIN 6" OF SPACING ,i-frGRID REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR /AT HSS EACH SIDE OF GRIDLINE �1'�`�� `\ 1/8 1 1/2 WELD SIZED FOR K-SERIES `' � - 1 DIAGRAM AND SCHEDULE FOR ATTACHMENT TYPE AND SIZE. EACH END ATTACHMENT TYPE AND SIZE. 3/16/ TYP CTU JOIST FOR LH-SERIES USE 1/4 \ 3 % LOCATE AT 6" OC LOCATE AT 6" OC SSR A "!JF 1/8 >1 1/2 \ TYP 1 4 3 � I GRID �� . Fss/ SJI MIN TYP / PL 1/2x4x2' 6" REF 2—S5.1 FOR NE o HSS7x5x3/16x4'-5" AT CENTER �- F CONTINUITY PLATE, OF EACH JOIST SPACE SHEAR COLLECTORS kr' y9 1/4 .l 340 'P 3/4" CAP TYP PLATE PROVIDED N ...• / I ' I1 I 7 PLATE J.L 11" TYP >1/4 > BY JOIST MFR i \ \ 1 It 4 SIDES 2 - \Ni\\ � I� ` - - - i ��EGO// 1/4I 1 I I1 , \ :EAtili i3 ,�.)JOISTSTABILIZER PLATE - TYP —DETAIL 8-S5 FOR INFO � \ \ �so/SrriL` _ r1 _ . NOTES TO JOIST MFR STABILIZER PLATE �iill `'": 1/2"x6"x0'-6" DO NOT WELD1. PROVIDE JOISTS WITH A 5" MIN TOP M I NG JOIST GIRDER TO PLATE TYP CHQRD WIDTH AILS PROVIDE BOLTS AS READ BY OSHA/SJI NOTES: AXIALLNLOADTONPYATES DESIGNED FOR (1/2" DIA FOR K-JOISTS, I 3/4" DIA FOR LH JOISTS) �V 1. CONT PLATES DESIGNED FOR AXIAL LOAD ONLY. JOIST MFR TO DESIGN JOIST 3. JOIST MFR TO DESIGN JOISTS TO REF 7-S5 FOR BOTTOM CHORD GIRDERS FOR ANY MOMENTS DUE TO ECCENTRICITY BETWEEN CONT PLATES AND ACCOMMODATE ANY MOMENTS DUE TO --- BRACE CONNECTION DETAILS TOP CHORD. II -ccECCENTRICITIES BETWEEN TOP CHORD AND 2. INCREASE THE SIZE OF THE WELD BETWEEN THE JOIST GIRDER AND CONT. CONTINUITY PLATES `N° PLATES BY THE THICKNESS OF THE SHIMS Oi NI oi ROOF RIDGE DETAIL JOIST GIRDER CONNECTION JOIST DRAG STRUT SHEAR COLLECTOR SHEAR COLLECTOR CV © 3/4 =1'-0" 050109 s5_1-005_150 4 3/4"=1'-0" 013104 S5_1-004 © 3/4" = 1'-0" 113001 S5-015 © 3/4" = 1'-0" s5_1-002 3/4" = 1'-0" s5_1-001 SHEET: N S5 . 1 co UG \LSI 0 y R W Q U O m Q 1 ~ 0 m N W a, 7 e C = 10 KIPS UNOe De 0, 1_ NN cr! w N 7 N Z A.1 =� — — — — — — — — — —rte —CI ' — — � — - - \ - - - co V LL IL y LL_ N V © 123'-4"� 0 N co JBE e NN J49 ;o _ 1 1/2 TYPE B 20 I I II GA MTL DECK SI H I I � i 4-S6.3 N s- �oaa'¢o 4-S6.3 I I I I r EttF�II-" z¢�'oZo3 II H w o0r^'-^ .�¢ aSaLLo _ W16x31 W16x31 I — A.O w.cxz<gLLobciioz¢, A.o - - - - - - - - - - -- -� - -�-- -- - --------A----� \ 123'-0" x 0. -o<-0 c.)0 ceo I TOS $ .V� axxmwo80?0_ ag8Q J M Ih OCs! oa5wzN1 . d oomom caio¢wwwzwm N N F- N(no<n Nwrc¢Z V) 'cSoFnaoteaawoa§ I I I 5'-6" 3'-4" 32'-8" 3'-4' 5'-6" / / / / / / /-- 'I 2'-2'J (6) EQ SPACES -2'-2" I I I I 20'-0" 19'-8" 19'-8" z / / / / a J D © co N 3.6 z 0 0 C to © GR VESTIBULE FRAMING PLAN 00 0 Ca 00 0 wCDE o C z E = W . o . _ ...„, , . ® C = 5 KIPS UNO No 1 1/2 TYPE B 20 MTL STUD HEADER TOS EL v) r e 0 c._.. 74 - - - - - - - - - -v)(.0: - E-4 RI GA MTL DECK PER ARCH - -115'-4" � ' I - - - - - A.1 — — — — _— — — — — — i_____ - - - ri — — — — — A.1 °D 114'-8" V N W24x68 S Z ON I $ JBE / o w 10-S6.2 10-S6.2 Q NI- 1.- CD rn OH ' N O N -Z J49 x N x J -toV o TOS EL 119'-0" 0 1 I3 ✓ BM PEK EL In 1-S6.2 ISSUE BLOCK _ Io o A.O - - \ - BL ABOVE � , , � , i , c � 0 i_ u I �t I I{] — — — — A.O 07-12-12 REV #1 114'-0" BL BL EL BL M Co N JBE rl I � C ' g� -I /2x8x3/8 N 44 1I 4J4 114'-O" I ,( ,f S. CANOPY e / 41'-0" 4'-10" 8-S4.2 BEAM, 5 PLACES .1 / / (7) EQ SPACES 2'-4" 8'-8" 8'-8" 8'-8" 8'-8" 2'-4" / ,' 1( / / / / I I I 20'-0" 19'-8" 19'-8" / / / / © © CP 3.6 CHECKED BY: WKH DRAWN BY: FILE NAME: PROTO CYCLE: 012712 GR VESTIBULE LOWER FRAMING PLAN DOCUMENT DATE: 041012 1/8„=V-0„ 0 CL CL 41) I N e 7'-5” POST 25'-2" POST u):1 71 C1 r - -IC1 CID 41) CD mi — — WF1 — 1 nmmnmmm1 F3 Cl — —1 I I Fl _ - -_ — — — — .I — — F31 — J 03 \ • - - -i - h I A4c4 1 FL _ __ 4 r - - -- 0L _ -; — L _ _ J I 0 N b I I 26 -0" 8" CMU_.126 CSU o S. 7-S2.1 1 -S2.1 HSS6xIx3/16 1 C6n — —7 C6f - — 7 C6f - -- r - L F81 1 FB 1 1 FB 1 A.0 — — — — I Q. I —1=±.- I I 0 J — — — — — A.0 L WF11 ;- -t- - -I7N L LI 3-S2.2OF EL IN I N i TYP i N / / 21-8" I cr k 7'-12" I I 7'-12-1"I Al N 1 ! 'If. PROVIDE JAMB CL CL �P.'-- e FS POST POST coI e�.�r.. ' FF r�0y REINFORCEMENT N 44 I AT OPENINGS N PER 2-S4, TYP Vr ,: 340P l I I I '/4,O EGON RI 13 tC 4SON KUB — k _ -' XPIRES111301-na." I X148" 5 N 8" I/ VESTIBULE 5'-4" 6'-0" 6'-0" 6'-0 6'-0" 10'-8" 37'-4" 5'-4" PLANS / / / / / I / / / / / I / / L2'-8" `2'-8" 1 I-2'-8" I I 27'-0" 20'-0" 19'-8" 19'-8" 4'-4" / / / / / / a N © CI CD 3.6 m N m 0 GR VESTIBULE FOUNDATION PLAN SHEET: i.c _1 U 1.� 0o, to g aW g K G 41U CO U TOS EL TOS EL TOS EL TOS EL 4( 0 0 116'-8" BEAM CONNECTION 116'-0" 115'-4" 114'-8" w PER 4-S4.1, TYP Cie M H V D r Co ro R Z JG40 JG41 JG42 LL > B - - // 18x5 �� 7x84 �I� W x84 / '24x68 �� W 4x68 - - - B U C H - / Mro M r7 M m if- Cd Cd 0D coFA o (n (n (n H N coi o !, METAL ROOF DECK 440° a a I 44 1 1/2"x20GA NI- tt 2 m K NOZ, F Qa.0 W W4fl CO 2 W = 1-y Ozy OLL�N Z�F zW��Wa3 W p�K�N4K <V Vw� Q N4 - I 4-S5 V LP;' k' z¢ggli o aaFo -a°v"sZQN N 0 r.i .cwwm P6o0 _ N O ayJao1-2sF<gb, re 12'-0" z 3oW<$=oaW�za(A.a y V N W Q <N W OIA } 7_ ��, Qaa�4wN�VK} NOiUO Z 3 O J U W w U W 2 U W L p oow aOUJcniazWt..ow wOa2<Om T EL C = 32.5 KIPS 1 f r , ( ��cooanne aawoo. 9—S6.3 77 ® - - - - _ IF_ 16 —8 C = 22 KIPS C = 11 KIPSApr — m NECT CON CTION 'ER m CID I� RID � � �� S.i ,'ID 8, T� � A I o o 4-S5 "/ cn J44 I X46 J4%. 1—.z 0 - - - - - D 0 1- I I BL I BL cn \ \ N I (n N 0 t / M Ln METAL ROOF DECK0 co co 1 1/2"x18GA IN TRANSLUCENT 0❑ 0❑ �D -- > j aEl I I II HATCHED AREA I o I m CANOPY PER - - O I I ARCH r I °Om � m OW I to • $ $ HSS12x8x5/16 L ___ CANOPY FRAME )-4 0 O I I I I (5) PLACES I I O N t 8" �-nUD 118'-8" 118'-0" 117'-4" 116'-0" / w a 6" , 32'-0" 30'-8" 30'-0" 32'-0" I• I 'V I / I /II / I I 0 O o Z 12'-10" 3O'-0" 3O'-0" 25'-10" 25'-10" E = O / / / / / / ,n 6.8 fli 41) 8 8.5 9 E4 d4w criOz w o 0 VESTIBULE LOWER FRAMING PLAN 1/8"=1 ISSUE BLOCK s 07-12-12 REV #1 CL CL 1011- COL 6„ // I I I I 1 N CL -1 CL N 1 I7 - 77 7 t -1 -1 B - - - - 1 6 ' _t I a_I=/ COL - - 1 1- 1 - - COL \ L -a-- -fh- -1 - - I .1 I I _L I - - - cL - 1- - -1 - � - -I-- - - - - - - I- - —f- - - - - - - -� - - - - 1 - --I- - - - - - - - - I T 1 B COL 1 1 Cl 1 1 C7 1 I C1 c1 I 1 o C1AL - _ } _ _JF4 C1AI_ _ _ _ I F5 L - _ JF4 C1A1- - - JF5 L _ _ JF4 F3L _ 1� � J IIS I I I I 98.-8" CHECKED BY: WKH TOF EL to I DRAWN BY: l 1 1 I 1 Co FILE NAME: 3 PROTO CYCLE: 012712 DOCUMENT DATE: 041012 II I I I N c1Ar - -- 1- - 1C1A ® CD— — — o I 1 IF3 — — — — — — — — — — — — — 1 �\ - �_ -=1_J I I I I 0 To 5-S2.1 1 __ I j 98'-8" _ _ o TcoL _ I Cl 17 TOF EL ClF21 -1 CONC COL, TYP I I I WF1 1 I 0 _ � __ _ _ J0 II ,--- - - - T- - - - - -- � - - r- - - I N I L - -- J I - - J N S.. I L J f- _ _ I I L----_J I I IAI I I 11 I N CL 1 1 N 1 I W 1 I [I] 1 1 w 1 I 1 II 1 1 [] --f- - COL 1I to I I- ± I 1 1 I 1 1 I 1 I I I I I rF S. I�_ +_ J L_ _ + _J l_ _ + _ J L_ _ + u L_ _+ _ 11-S2.2 I I 1 1 1 I � r I I I 1 11 52.2 1 L i J I 1 ND 1 L L _I I I I I I L _J 6.-0" jr 8.-8. 4, 8'-8 di, 8.-8" 8.-8" 4, CL CL CL CL CL COL COL COL COL COL 46'-8' 6'-O" 6'-8" 6'-0" 110'-0" 6' O" 131'-4" 3'-4" 5'-4" 1 c�� ° Fs9 I I / / / / / / / / / / / / `�a �` ' FF 4,, L1'-4" —2'-0" 'C' 34D , CMU CJ REF ARCH 32'-0" 30'-8" 30'-0" 32'-0" /b FOR DETAILS I/ I / / / I 1/ 74i s��EGOS 13 ictS 12'-10" 30'-0" 30'-0" 25'-10" 25'-10" <�N / / / / / / lir 6.8 O ® 8 8.5 9 VESTIBULE PLANS C 0 VESTIBULE FOUNDATION PLAN N1/8"=1.-0" 6 N m N o SHEET: N co wt S6 . 1 U Z rn / It t TRANSLUCENT ROOF PANEL, REF ARCH E o 1 C.P. TYP 1- °' 114'-6" I 1 c 4 SIDES TOS EL all _______,.. N \ GRIND SMOOTH w co 1'-6" Ce 0, W 1 I 1 SE. 1 IL U HN rN a LT > 7 H U I— �,- GRID CL M r ��,._ COL W N o 2 I V- -- -_IFy F N 1/4" END PLATE 12 I tji_j_4_1E I_�1 zo I REF 1 no (SEAL WELD) 'N o t PLAN t ►4 '4 Fw M w 4j wwo (w/7 $ 4 ;m;-i:;mic46,P6m;!az �SECTION 1/2" DIA x 5" D D4zREF PLAN FOR J �� A I ►4FACE SHELLSw >naHSA 32"OCIIIIIIIII �04 ��STEEL FRAME SIZE / / // wf z C 4 SIDES �-■— TPROVIDE BLOCK ao5 16 ►<JJ? ti aN�r> 01-zlow SECTION � ►. TIES AT 16"OC <ED113' 4' _I4: mw 3c'S°'i WELD TO EACH o w a 1 1/4%10"e-6" $ TOS EL — ii SIDE OF WEB zc▪ n<sorcn�o oawrc 0zz BASPLATE GROUT NON-SHRINK of�i 2- etomomworcww Wzwm w io aSz uwiw¢¢z¢¢< �� PROVIDE THREE TIES WITHIN M1 \ 106'-8"0 SECTION V oo ounaorcaawoam THE TOP 5" OF COLUMN —_ \ TOC EL STIFF PL 3/8, ES CONCRETE COLUMN 0 BEAM REF PLAN REF 7-52.2 FOR DETAILS Q , 4 L IL b a 1/4 TYP (4) 1" DIA ANCHOR BOLTS I iI 0 1 1/2" _-- WITH 24" EMBEDMENT AND /IriI` `_I_ I- 6" PROJECTION / _ a \ CAP PL 3/4 W/ (2) 1-- FINISH MATERIAL �' COL PER PLAN REF ARCH I I I N w z 111111111 3/4"0 A325 BOLTS N CL STEEL FRAME AND ONCRETE FRAME w In o a II _ o eCANOPY GSECTION �' BEAM BEARING SECTION 1/4 pr 3/4"=1'-0" S6_2-011 10 3/4"=1'-0" 033111 S6_2-010 00 C3 0Z4 GRID Oo O REF ; w No of el PLANin P4 0 ii- REF ARCH O O TOM EL ►� Z 14 Q W ww .. ilo � REF 2-S6.2 FOR ITEMS , SHOWN BUT NOT USED0 -10-1 iA • O W 14 i REF PLAN Z f' / W L O �� ' F ROOF FRAMING PLAN �' 1 BOND BEAM AND JBE REF ARCH EMBEDDED PLATE CENTERED �� .! TOM EL ION TOP OF EDGE OF CONT REF ROOF DIAPHRAGM STEEL MEMBER. REF WALL ISSUE BLOCK CONNECTION DIAGRAM EMBED SCHEDULE FOR SIZE, REF 1-S5 FOR I �� •��14 AND SCHEDULE FOR INFORMATION SHOWN �7�� SPACING, AND PLACEMENT 07-12-12 REV #1 v 4 DECK ATTACHMENT TYPE, BUT NOT NOTED WITHIN GROUT FILLED CELL BOND BEAM WITH (1) #5 ;A ►' SIZE AND SPACING, TYP CONT FULLY GROUT 16" ,i ►� I 7--- REF ROOF FRAMING PLAN ABOVE AND 8" BELOW 14 • MN. rTi .STO BOND BEAM EL BOND BEAM (PROVIDE �1 ! 3/16/2®12<TYP I • _BELOW BOND BEAM TO „ 4 - LOCATE VERTICAL CMU WALL �� /TYP EL 124'-O" FOR FINAL REINF IN ADJACENT CELL V <3/16 4 \p8'-O" OF VESTIBULE ;r ►. WHEN INTERUPTED BY JOIST. EMBED IROOFTOPROVIDEp • LAP SPLICE PER 5-S4 ki wGROUT COVERAGE FOR . ABOVE AND BELOW JOISTIA REF ROOF DIAPHRAGM CONNECTION URI WALL EMBEDS) REF 1-S5 FOR DIAGRAM AND SCHEDULE FOR DECK 'i ' ♦ 3/16/ BUTNOTNOTED OWN , '��. 1/2" DIA x 5" J I FACE SHELLS D P� ►1 ATTACHMENT TYPE, SIZE AND HSA AT 32"OC ,.�;�;., ►' �� SPACING GROUT SOLID 8" 1 ;:,�j®:; PROVIDE BLOCK '• � TYP REF WALL EMBED SCHEDULE FOR ABOVE LINTEL I oral TIES AT 16"OC a• 3" 3" 1/8 1 1/2 �;®� e 1s �, rN EACH SIZE�, 1/2 SIZE OF CONT STEEL MEMBER BEAM FOR LENGTH„,....-- I • . WELD TO EACH � 3 16\ JOIST OF LINTEL %�'I�Vi SIDE OF WEB \ �A 'i 3 16I ; •i I 8 i! ♦i n ► 4 ., TYP Y _ ® e REF ARCH EQUAL TO GIRT EL REF FRAMING EL BRG PLATE 3/8"x6"xO'-1O" ' 9 16" x 1 1 2' SLOTS " 4 : EACH JO ST / / 4" BO PLATE EL$ *TO BOND BEAM EL A ®• ,� TO GIRT EL i� WITH (2) 1/2" DIAx0'-5" 1 r 3/16 Pr IN BEAM FLANGE y HSA AT EACH JOIST, TYP 4. ri — PLATE 1/4x7 BOND BEAM WITH (1) #5 ►� i,.- 7—\ i r r 1 \ !-'l CHECKED BY: WKH REF ARCH __ 3 16IL 2(412 CONT CONT FULLY GROUT 8" • �� AN BO PLATE EL f 3/16r2Q12 ABOVE BOND BEAMREF ROOF FRAMING PLAN ' DRAWN BY: BEAM REF PLAN / �-� 5, GIRT, REF FRAMING EL 4, JBE/TO BOND BEAM EL :111 1 . FILE NAME: SECTION REF CMU WALL NON SHRINK GROUT Ill i& I r0,111. � ►• REINF DIAGRAM, TYP �� ►�• BAR 3/8x2x0'-4" AT BOND BEAM WITH (1) #5 CONT .•= . �� t EACH EMBED PLATE • PROTO CYCLE: 012712 (2) 1/2" DIA x WITHri � ► REF ARCH �— �: ANCHOR BOLTS WITH 3" EI\ 2' 4" TO MECH OPENING BEYOND 5SHOJ AND 3" HOOK REF 0 r ENTRY SOFFIT FRAMING ��: DOCUMENT DATE: 041012 PRSHOP DRAWINGS FOR GAGE � (2) #3 TIES 4'1 ►�� NOT SHOWN FOR CLARITY. LINTEL BEAM REF PLAN 4 AREF ARCH FOR DETAILSREF ARCH REINFORCE AND GROUTIli PROVIDE 3 CELLS OF JAMB p y $ BO MECH OPENING BEYOND '� I MECH DUCT BEYOND, CMU SOLID FULL HEIGHT REINFORCEMENT ADJACENT TO BEAM ►� :' .• ►. REF MECH DRAWINGS BELOW BEAM BEARING BEARING. REF SHEET S4 FOR JAMB 0 % .� REINFORCEMENT DETAILS I I #1, 4" JOIST BRG BEAM BEARING SECTION R NOT USED ROOF STEP AT VESTIBULE CART STORAGE SECTION 9 3/4"=1'-O" 102811 S6_2-009 O 3/4" = 1'-0" 012712 S6_2-007 6 3/4"=1'-0" 012712 S6_2-006 EMBEDDED PLATE CENTERED ON TOP EDGE GRID OF CONT STEEL MEMBER REF WALL EMBED SCHEDULE FOR SIZE, SPACING AND PLACEMENT WITHIN GROUT FILLED CELL DO iREF PLAN NOT PLACE HSA IN CMU HEAD JOINTS /E I , REF ARCH (EACH TOM EL I 3/16 V 4 \TYPED GRID REF WALL EMBED SCHEDULE FOR SIZE OF �.; .'� TYP CONT STEEL MEMBER i• p /3/16 V2©12< 51" ` --P -- - -- - -- 4..: .: ; c / JST Typ REF ROOF FRAMING PLAN �' " , BRG / V <EACH $ JBE VARIES 3/16V 4 EMBED REF ARCH 0 REF FRAMING PLAN TOM EL REF ROOF DIAPHRAGM TO BOND BEAM EL /,, 1 CONNECTION DIAGRAM • \ ,-R FS EMBEDDED PLATE CENTERED ON 0 \` c' ' e SAO AND SCHEDULE FOR DECK BOND BEAM WITH (1) #5 I ►i F y TOP EDGE OF CONT STEEL MEMBER ATTACHMENT TYPE, SIZE CONT FULLY GROUT 16" 1.' Ili 4+ , 340 -r 9 REF WALL EMBED SCHEDULE FOR AND SPACING ABOVE AND 8" BELOW ►• JL\� 4- -SIZE, SPACING AND PLACEMENT i \p / BRIDGING AS READ WITHIN GROUT FILLED CELL DO NOT I BOND BEAM ♦ . .. TYP ♦ _ BY SJI TYP 1/8 V OREGON PLACE HSA IN CMU HEAD JOINTS � . ! ?! 4i / / <EACH • 1/2" DIA SLEEVE ANCHOR qy 13 � I- 3 16 FINISH MATERIAL . \ l< FINISH MATERIAL JOIST FURNISHED BY CONTRACTOR �N KUN REF ARCH 4';tx ` r ' ' ' ' I ' I ' 1 % n REF ARCH FOR \ LOCATIONS ., / xYlFzesgi3o�sry 4,0, 1REF ROOF FRAMING PLAN `i- O. TO BOND BEAM EL AND JBE •::^`1 °� m • s, BOND BEAM WITH FORK (1) #5 CONT � /ANGLE FURNISHED VESTIBULE 1/8 1 1/2 I •`11W`= '–� BY JOIST SUPPLIER SERIES ! 1/8 1 1/2 LINTEL BEAM REF �. .• DETAILS JOIST / / REF WALL EMBED 2„ 2" �• •• REQUIRED AT UPLIFT SCHEDULE FOR SIZE OF PLAN, REF 9-S6.2 IT, BOND BEAM WITH (1) #5 CONT FOR LINTEL DETAILS SME' FULLY GROUT 16" ABOVE AND I ' CONT STEEL MEMBER (NO LINTEL AT SIM) �. =i BRIDGING ONLY alit 8" BELOW BOND BEAM ' • `I'� • 4 BRG PL 3/8x4x0'-10" S•A i i WITH (2) 1/2" DIAx5" i- Nit 'tc REF CMU WALL o REINF DIAGRAM, TYP HSA AT CENTER OF WALL s. ROS EL _ REF ARCH It a •-IN N NOT USED NOT USED0 NOT USED JOIST BEARING AT CART STORAGE CART STORAGE SECTION N 4 3/4"=1'-O" 033111 S6_2-002 3/4" = 1'-0" 102811 S6_2-001 SHEET: c‘ico S6 . 2 \ ►l m o 0 m CL 6.8 BM REF 7-S6.3 FOR o a INFORMATION SHOWN * o I PER BUT NOT NOTED m " CMU WALL PER PLAN / / I iiPLAN 4 < . w M a 3/8I� Di- es; i:. :,: A CR of CONT STL MEMBER PER t: I,: LL Li 8–S4 TO BE DISCONTINUOUS I 4 �4 AT PLATE 1/2 i —t ,� n f \.J J 6 ;� < LL Po V ILI) r- 0 REF PLAN _„ • I I ,, , '• 3/16\ TYP a JBE 4 \\ r r� 3/16 I- o 1/4 � s! I.- 7, 1/4 i .: � l_ PL 1/2x4x2'–O" CONN PER 7–S4.2 ,i e Cl — / I : I REF PLAN i! i� L2x2x1/4x1'-4", j � -'��F zw^a�w�3 , r:. JBE y TYP :;c. op�nn'�� <5OLi0�g i� Qa�o-,:2-560 _ 50 �_ REF PLAN fr Z r (3) TYPE 4 EMBED ay11111 Q=W o . _ U PER 8-S4, u,c�v�iwas<(nw$'^'a> JBE U' GIRT PER EL EQUALLY SPACED p 32:131:11111111 w moo¢ sza��a N SECTION ALONG GIRT zwa�ok,000 ozi B REF 7-56.3 FOR \ 1/4 V -- .. / o zomomVozwwwzwm PL 1 2x6x0' 6" a clUZ <Ow400UQ0> NOT USED NOT USED NOT USED INFORMATION / PER PLAN BUT NOT NOTED I FS3ctio`voia Ercall IND ® JBEF E PLAN 3/16\ 3/16 TYP BM PER PLAN i. • HSS5x2 AND • rV� .! PL PER 2-55 �' •, CMU WALL PER PLAN salmi= ann,II I il �Vrr . r . D t- mil`' VEPL 1/4x6x0-6" STIBULE SECTION illiIST v 3/4"=1'-O" S6_3-009 0 If II.. II:. 0 I•• BEAM PER PLAN 3/16 L II in JST PER PLAN 3/16 r SW L3x3x1/4 COL PER PLAN 0 0 Zi 00 0 b b b = 2x COL WALL LO o THICKNESS (IN) +0.25" w a UI DOUBLE PLATE10 VESTIBULESECTION 56_3-D,G A.0 0 oJST GIRDER END SEAT B FOR 2-S6. HFOW W NOT SHOWN FOR CLARITY CL INFORMATIONOSHOWN i BUT NOT NOTED E � � iCOL 0 o 1/4 r C I PER 1/8 1 1/2 FOR _ -ratt 1-. c PLAN MTL DECK PER PLAN I 1/8 �1 1/2 \JSTSERIES 00-4 REF ARCH SECTION TOM EL • ••4 : ' • REF 3–S5 AND 6–S6.3 6.8 �4 • �� FOR INFORMATION SHOWN B r r-N. r-1 r-� r--\ r� n n n n r- t BUT NOT NOTED t PER PLANx I REF 4-SS AND 10-S5.1 REF PLAN 1CO FOR INFORMATION SHOWN REF PLAN JBE ' a 0 �A REF ARCH BUT NOT NOTED '� PL 1/2x4x2'-0" 1:1 PROVIDE HSS TUBE TOM ELIAND PLATE PER 2-S5 REF ARCH PL 3/4x9 •eli? ISSUE BLOCK FOR (4) JST SPACES TOM EL °� 3/g •_ REF 1-S5 FOR p 1/4 3 .4 .�,, r„ ... ! 1/4 V r`' �� ®� � ►� INFORMATION SHOWN 1/4 3 h • 0 • . BUT NOT NOTED .' - 4 ci S REF ROOF FRAMING PLANII • �4 I 1 z A ►� TO BOND BM EL V o-. TO JST ,/4 0 ►� i. 14-1 n n n n n r BM PER PLAN GIRDER AND i! .\ESIGN JST GIRDER FOR ii) REF ROOF FRAMING PLAN CONNECT TO COL -COLCAP�1/4 / ►! 0 KIP COMPRESSION OR REF ROOF FRAMING PLAN ` � TO BOND BM ELPER 4-54.1 r.ENSION FORCE APPLIED JBE 8 . ► II IEMBEDDED PLATE CENTERED ON TOP EDGE OF CONT STEEL W. MEMBER. REF WALL EMBEDCOL PER PLAN _ SCHEDULE FOR SIZE, SPACINGAND PLACEMENT WITHIN GROUT__ 1/4 r CA CA r-1 r—� CA HSAIE IN CMUD S DOD NOTPLACEx'...,;. VESTIBULE SECTION REF ROOF FRAMING PLAN i T � x0 TOS EL I.. % -] ' x 1 3/4„=1' 0” S6_3-005 �I, .' t j REF ROOF FRAMING PLAN •a jrn PL 3 4x6x0'-6" / I PL 1 2x6x0'-6" 14 • .:� . TO BOND BM EL AND JBE - ; BOND BM WITH PL 3/4x6x1'-3" 12 I p : r,. : . 1/2" DIA x 5" HSA © 32"OC ► (1) #5 CONT A.0 I • ' REF ROOF DIAPHRAGM '► • A - ►! CONNECTION DIAGRAM . REF PLAN • ► PER ARCH A—ill IP AND SCHEDULE FOR TOS EL _ /_ �_1 :� REF PLAN TOS EL DECK ATTACHMENT TYP 1/4 TYPE, SIZE AND CHECKED BY: WKH. \ 1/4 BM PER PLAN, SPACING BM PER PLAN 11'-3" CONNECT PER 4-54.1 1 DRAWN BY: / _IL_ REF ROOF DIAPHRAGM 1/8 \1 2/ FOR K–SERIES FILE NAME: DOUBLER PL 3/4x21 CONNECTION DIAGRAM / 1 1 1/ \/2 JOISTS PR BEAM PER PLAN AND SCHEDULE FOR DECK – ATTACHMENT TYPE, SIZE 3/16V 1/8 I OTO CYCLE: 012712 r COLS PER PLAN AND SPACING, TYP PER PLAN DOCUMENT DATE: 041012 PER PLAN AIIL /��/�_r-� a1 Qy VESTIBULE SECTION VESTIBULE SECTION VESTIBULE SECTION $ T05 EL � REFELI TO S EL 8 3/4"=1'-0" S6_1-008 3/4"=1'-0" 56.1-007 6 3/4"=1'-O" S6_1-006 L5x3x1/4 CONT JST PER PLAN , 1 1 A.0 + , t BM PER PLAN 8'-5" I 16 GA DEFLECTION TRACK CONT (3) #10 TEK SCREWS !!1.1 ./81� 1/2/ FOR SERIES ATTACH TO DECK WITH (2) #12 TYP MTL STUD CONN I 1/8 1 1/2\JOISTS TEK SCREWS AT 12" OC REF 1-S6.3 FOR ITEMS SHOWN BUT 3/16V MTL DECK NOT NOTED PER PLAN FINISH PER ARCH r I MTL STUD FRAMING -4F \-JST PER PLAN NOT SHOWN FOR STIFF PL 1/4 CLARITY CAP PL 3/4x13x1'-2" SEE 5-S6.3 FOR f W/ (4) 3/4"0 A325 h BEAM CONN AT SIM J BOLTS 3 16r 2" ® 12 TRANSLUCENT ROOF —'- MTL DECK PANEL, REF ARCH TRANSLUCENT ROOF z,„-- tcaP-• ,s N PER PLAN 3 \3/16\ �^ ��' F,Q y.� // PANEL, REF ARCH r `r�0 0 PER PLAN _ • - 1 1 SIDES 3/16 �i —�� 114'-6" 1/4 V 115'-0" BENT PLATE 3" cry '� : 340 !1 r" 3/8x6x0'-6" -13" TOS EL �� TOS EL j 1 i" $ TOS EL ERECTION SEAT U e i OREGON q) L5x3x1/4 CONT 1 _,.p� JST PER PLAN _ BENT PLATE 3 Y 13 ft S) 3/8x6x0'-6"13" 1 "SON PQ1� ERECTION SEAT I ___ END PLATE 1/4 •tiN . xplfzesgi3a1� 16 GA DEFLECTION TRACK CONT END PLATE 1/4 ------- (SEAL WELD) C6x1 5/8x16 GA MTL ATTACH TO DECK WITH (2) #12 (SEAL WELD) HSS BEAM PER . =- STUD AT 24" OC, TYP TEK SCREWS AT 12" OC -� / ELEVATION CONNECT HSS REF PLAN CANOPY BEAM, I DHSS BEAM, REF ELEV + + + + 3 16 / PER 7-S4.2 TO VESTIBULE + +� 2 I -____ 3 16 COLUMN AT EA END 2 I F - (3) #10 TEK SCREWS 12 __ _ 5 ,6i 12 3/,6 DETAILS TYP MTL STUD CONN HSS CANOPY BEAM, 3/16 - REF EL O PER ARCH I , REF EL REF ARCH REF PLAN 1 4 \ z n BOS EL '` BOS EL �� YYY BOS EL o ' C6x1 5/8x16 GA MTL 5/16 1/4 1 4 \ U 1 STUDS ® 24" OC, TYP 5/1611 4 STIFF PLATE 1/4 AT EDGE w N FINISH PER ARCH 5/16 V 5/16\ . OF HSS RADIUS, TYP N WITH (3) STUD TRACK o 5/16> 5 16r PAF'S AT 024" OC, TYP N VESTIBULE SECTION NOT USED VESTIBULE SECTION EN TRY SECTION SECTION STOREFRONT, REF ARCH N 5 4 3/4"=1'-0" 073010 S6_3-004 © 3/4"=1'-0" 073010 S6_3-002 3/4"=1'-0" 073010 S6_3-001 SHEET: N d _{I U o y w UO m , F 0 rn W Etm H v, ] N N 0 111 CO N w U U. A • U on - V N Q M IP EL n m N O A N W W WLLO UI °y4.°ZWF gN<h-W N W O.W -I z¢tOzwg X W F-F_ o w-ix �Q < JWKFZO 41} Z zRFS Dw O Li d J OH5,108° /1=F- N V N}QQ W a'F X N W p=QCC} O aijEDOScAtEje'fto7 z J< znasok_1641,_�oZ8 <QO 31UK}NWNU D crzLO�UWwU1WZUW W tilim ~ NCO O<D COW K K Z K¢'C (I) FOOO FaS 12E3WOO. (n I- z Q 1- J U, W Z 00 U 0 Ifs cs0 00 0 I9 W LIR F LO o da O o — z E W N 0 , 713 � � o W Ca Z it 0 ti ISSUE BLOCK CHECKED BY: WKH DRAWN BY: FILE NAME: PROTO CYCLE: 012712 DOCUMENT DATE: 041012 REF CIVIL FOR CL OF POLE AND MONUMENT SIGN LOCATION PIER REF ARCH FOR PRECAST SILL ANCHORAGE. DELAY GROUTING OF BOND BEAM UNTIL JUST REF ARCH FOR PRECAST I BEFORE PLACEMENT OF SILL CONC CAP, TYP o I REF ARCH 14 IR 14IR TOM EL I .44 1 8" CMU WITH #6 VERT 4'• 1 AT 48" OC, TERMINATE �. ►� WITH STD ACI HOOK, TYP CMUBONDBEAM . i WITH (1) #5 CONT �� 7 1 g J 1 �� V SOLID GROUT CMU AND .� ,, VOID BELOW GRADE �® REF CIVIL P '. �. �Ft�p ..e FS • i A /\/\\\ �♦ .. u , -` r $igo ,/\� TO GRADE EL e� ► F sipy (5) #5 CONT REINF •\/. Mr - rr ii AM. '.\ ' \ • k?: 340 IA '2? TOP AND BOTTOM ' ''4' L. • TOP AND BOTTOM .ii it. tr 1r_ II: .[`OREGON tr it r o ► II n • �i �N FCIS� N O F- II' ii �� REF GENERAL NOTES piiq, TOF EL $ xPtaesgraortL' t SIGN POST AND POST 'O t FOUNDATION BY OTHERS COORDINATE PLACEMENT SITE � WITH CMU FOUNDATION Ixo_ 1111 SIGNAGE " ~ 3" t DETAILS n 3„ CLR1'-4" I 1'-4" CLR r7 N of N 0CMU BASE AT MONUMENT SIGN N 3/4"=1'-O" 082611 SIGN SUPPORT_t SHEET: a. '<- w