|
v
<br />List Of Abbreviations
<br />A
<br />A/C
<br />AIR CONDITION
<br />E
<br />EL
<br />ELEVATION
<br />L
<br />LAV
<br />LAVATORY
<br />S
<br />SC
<br />SOLID CORE
<br />AB
<br />ANCHOR BOLT
<br />ELEC
<br />ELECTRICAL
<br />LBL
<br />LABEL
<br />SCHED
<br />SCHEDULE
<br />ACT
<br />ACOUSTICAL CEILING TILE
<br />ELEV
<br />ELEVATOR
<br />LBS
<br />POUNDS
<br />SCP
<br />SCUPPER
<br />AD
<br />ADJUSTABLE, ADJACENT
<br />EMER
<br />EMERGENCY
<br />LF
<br />LINEAR FEET
<br />SD
<br />SOAP DISPENSER
<br />AFF
<br />ABOVE REF FINISHED
<br />EQ
<br />EQUAL
<br />LT WT
<br />LIGHT WEIGHT
<br />SEAL
<br />SEALANT
<br />FLOOR (SLAB)
<br />EQUIP
<br />EQUIPMENT
<br />SECT
<br />SECTION
<br />AHU
<br />AIR HANDLER UNIT
<br />ESC
<br />ESCALATOR
<br />M
<br />MAS
<br />MASONRY
<br />SF
<br />SQUARE FEET
<br />ALT
<br />ALTERNATE
<br />EWC
<br />ELECTRIC
<br />MAX
<br />MAXIMUM
<br />SHT
<br />SHEET
<br />ALUM
<br />ALUMINUM
<br />WATER COOLER
<br />MECH
<br />MECHANICAL
<br />SIM
<br />SIMILAR
<br />ANOD
<br />ANODIZED
<br />EXIST
<br />EXISTING
<br />MFR
<br />MANUFACTURER
<br />SPEC
<br />SPECIFICATION
<br />APPROX APPROXIMATE
<br />EXP
<br />EXPANSION
<br />MH
<br />MANHOLE
<br />SS
<br />STAINLESS STEEL,
<br />ARCH
<br />ARCHITECT
<br />EXT
<br />EXTERIOR
<br />MIN
<br />MINIMUM
<br />SERVICE SINK
<br />AUTO
<br />AUTOMATIC
<br />MIN
<br />MINIMUM, MINUTE
<br />STD
<br />STANDARD
<br />F
<br />FACP
<br />FIRE ALARM
<br />MISC
<br />MISCELLANEOUS
<br />STL
<br />STEEL
<br />B
<br />B 0
<br />BOTTOM OF
<br />CONTROL PANEL
<br />MLDG
<br />MOLDING
<br />STOR
<br />STORAGE
<br />BD
<br />BOARD
<br />FD
<br />FLOOR DRAIN
<br />MO
<br />MASONRY OPENING
<br />STRUC
<br />STRUCTURAL
<br />BLDG
<br />BUILDING
<br />FDN
<br />FOUNDATION
<br />MR
<br />MOISTURE RESISTANT
<br />SUSP
<br />SUSPENDED
<br />BM
<br />BEAM
<br />FIN
<br />FINISHED
<br />MTD
<br />MOUNTED
<br />SY
<br />SQUARE YARD
<br />BRG
<br />BEARING
<br />FLR
<br />FLOOR
<br />MTL
<br />METAL
<br />BTM
<br />BOTTOM
<br />FIR
<br />FIRE RESISTANT
<br />MUL
<br />MULLION
<br />T
<br />T
<br />TREAD
<br />BUR
<br />BUILT UP ROOF
<br />FR-S
<br />FIRE -RETARDANT
<br />T&G
<br />TONGUE & GROOVE
<br />WOOD TREATMENT
<br />N
<br />NIC
<br />NOT IN CONTRACT
<br />TBL
<br />TABLE
<br />C
<br />CB
<br />CATCH BASIN
<br />FT
<br />FEET, FOOT
<br />NOM
<br />NOMINAL
<br />TELE
<br />TELEPHONE
<br />CG
<br />CORNER GUARD
<br />FTG
<br />FOOTING
<br />NTS
<br />NOT TO SCALE
<br />TEMP
<br />TEMPERED
<br />CI
<br />CAST IRON
<br />FURR
<br />FURRING
<br />THK
<br />THICK
<br />CJ
<br />CONTROL JOINT
<br />FUT
<br />FUTURE
<br />0
<br />OC
<br />ON CENTER
<br />TLT
<br />TOILET
<br />CL
<br />CENTER LINE
<br />OD
<br />OUTSIDE DIAMETER
<br />TO
<br />TOP OF
<br />CLG
<br />CEILING
<br />G
<br />GA
<br />GAUGE
<br />OPP
<br />OPPOSITE
<br />TPD
<br />TOILET PAPER
<br />CLO
<br />CLOSET
<br />GAL
<br />GALLON
<br />OVFL
<br />OVERFLOW
<br />DISPENSER
<br />CLR
<br />CLEAR
<br />GALV
<br />GALVANIZED
<br />TS
<br />TUBE STEEL
<br />CMU
<br />CONCRETE
<br />GB
<br />GRAB BAR
<br />P
<br />PL
<br />PLATE
<br />TV
<br />TELEVISION
<br />MASONRY UNIT
<br />GC
<br />GENERAL CONTRACTOR
<br />PLAM
<br />PLASTIC LAMINATE
<br />TYP
<br />TYPICAL
<br />CO
<br />CLEAN OUT
<br />GYP
<br />GYPSUM
<br />PLAS
<br />PLASTER
<br />COL
<br />COLUMN
<br />PLBG
<br />PLUMBING
<br />U
<br />LION
<br />UNLESS OTHER-
<br />CONC
<br />CONCRETE
<br />H
<br />HB
<br />HOSE BIBB
<br />PLWD
<br />PLYWOOD
<br />WISE NOTED
<br />CONST
<br />CONSTRUCTION
<br />HC
<br />HOLLOW CORE
<br />PNL
<br />PANEL
<br />UTIL
<br />UTILITY
<br />CONT
<br />CONTINUOUS
<br />HDW
<br />HARDWARE
<br />PR
<br />PAIR
<br />CONTR
<br />CONTRACTOR
<br />HM
<br />HOLLOW METAL
<br />PREFAB
<br />PREFABRICATED
<br />V
<br />VB
<br />VINYL BASE
<br />CORR
<br />CORRIDOR
<br />HORIZ
<br />HORIZONTAL
<br />PT
<br />POINT
<br />VCT
<br />VINYL COMPOSITE TILE
<br />CT
<br />CERAMIC TILE
<br />HR
<br />HOUR
<br />PT
<br />PRESSURE TREATED
<br />VERT
<br />VERTICAL
<br />CTR
<br />CENTER
<br />HT
<br />HEIGHT
<br />PTD
<br />PAPER TOWEL DISPENSER
<br />VEST
<br />VESTIBULE
<br />CU
<br />CONDENSING UNIT
<br />HTG
<br />HEATING
<br />PVC
<br />POLY VINYL CLORIDE
<br />VIF
<br />VERIFY IN FIELD
<br />CW
<br />COLD WATER
<br />HVAC
<br />HEATING VENTILATING
<br />VTR
<br />VENT THRU ROOF
<br />:,._ �� , 3 N I N G
<br />Q
<br />QT
<br />QUARRY TILE
<br />VWC
<br />VINYL k0JALL COVER,--"---3
<br />D
<br />DBL
<br />DOUBLE
<br />HW
<br />HOT WATER
<br />DEPT
<br />DEPARTMENT
<br />R
<br />R
<br />RADIUS, RISER,
<br />W
<br />W
<br />WIDTH
<br />DET
<br />DETAIL
<br />I
<br />ID
<br />IkISIDE DIAMETER
<br />THERMAL RESISTANCE
<br />W/
<br />WITH
<br />DF
<br />DRINKING FOUNTAIN
<br />IN
<br />INCH
<br />RD
<br />ROOF DRAIN
<br />W/0
<br />WITHOUT
<br />DIA
<br />DIAMETER
<br />INCL
<br />INCLUDING
<br />RECP
<br />RECEPTACLE
<br />WC
<br />WATER CLOSET
<br />DIM
<br />DIMENSION
<br />INSUL
<br />INSULATION
<br />REF
<br />REFERENCE
<br />WD
<br />WOOD
<br />DISP
<br />DISPENSER
<br />INT
<br />INTERIOR
<br />REFR
<br />REFRIGERATOR
<br />WH
<br />WATER HEATER
<br />DN
<br />DOWN
<br />INV
<br />INVERT
<br />REG
<br />REGLET
<br />WP
<br />WATERPROOF
<br />DS
<br />DOWNSPOUT
<br />REINF
<br />REINFORCEMENT
<br />WT
<br />WEIGHT
<br />DWG
<br />DRAWING
<br />J
<br />JAN
<br />JANITOR
<br />REQ
<br />REQUIRED
<br />WWF
<br />WELDED WIRE FABRIC
<br />JB
<br />JUNCTION BOX
<br />REV
<br />REVISION
<br />WWM
<br />WELDED WIRE METAL
<br />E
<br />EA
<br />EACH
<br />JT
<br />JOINT
<br />RM
<br />ROOM
<br />EB
<br />EXPANSION P)LT
<br />RND
<br />ROUND
<br />Y
<br />YD
<br />YARD
<br />EIFS
<br />EXTERIOR INSULATING
<br />L
<br />L
<br />LENGTH
<br />RO
<br />ROUGH OPENING
<br />FINISH SYSTEM
<br />LAM
<br />LAMINATE
<br />RTU
<br />ROOF TOP UNIT
<br />EJ
<br />EXPANSION JOINT
<br />- —
<br />GRID DESIGNATION
<br />a
<br />[102
<br />ROOM NUMBER
<br />DOOR NUMBER
<br />WINDOW TYPE
<br />2
<br />STOREFRONT TYPE
<br />��---
<br />WALL TYPE
<br />KEY NOTE
<br />REVISION NUMBER
<br />TO SOMETHING
<br />ELEVATIONS TAGS
<br />Xx-xx"
<br />0 SPOT ELEVATION TAG
<br />•
<br />NORTH ARROW
<br />r
<br />N
<br />Z-i��- BUILDING SECTION
<br />A301-2 A301-2
<br />SHEET NUMBER -- t — SECTION NUMBER
<br />I WALL SECTION
<br />A302-3 ---
<br />SHEET NUMBER — ---� SECTION NUMBER
<br />A501-6 _1_i SECTION DETAIL
<br />SHEET NUMBER DETAIL NUMBER
<br />A888-$8 DETAIL REFERENCE
<br />SHEET NUMBER — 1----- DETAIL NUMBER
<br />I
<br />EXTERIOR ELEVATION
<br />A201-2 �/ MARKERS
<br />SHEET NUMBER L'ELEVATION NUMBER
<br />1
<br />4 A401 2 INTERIOR ELEVATION
<br />MARKERS
<br />e
<br />SHEET NUMBER - 3 — ELEVATION NUMBER
<br />BRICK
<br />q
<br />. CONCRETE
<br />PLYWOOD
<br />GYPSUM
<br />BOARD1000�
<br />b DRAINAGE
<br />FILL
<br />-
<br />MASONRY
<br />\���\��� COMPACTED
<br />EARTH
<br />STEEL
<br />RIGID
<br />INSULATION
<br />:::::::: MR
<br />. . ::::: BOARD
<br />1.
<br />ALL WORK WILL COMPLY WITH LOCAL, STATE, AND NATIONAL CODES
<br />8. THE CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL
<br />RELATED TO THIS PROJECT.
<br />EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION.
<br />2.
<br />THE. WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS,
<br />9. THIS BUILDING SHALL BE FULLY SPRINKLERED. CONTRACTOR TO SUBMIT SIGNED AND
<br />DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS
<br />SEALED SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO THE ARCHITECT FOR
<br />AND CONDITIONS IN THE FIELD. IF ANY DISCREPANCY OCCURS, THE
<br />REVIEW AS WELL AS LOCAL JURISDICTION FOR PERMITTING. NO CONSTRUCTION OF THE
<br />CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING BEFORE
<br />FIRE PROTECTION SYSTEM SHALL TAKE PLACE UNTIL THE APPROPRIATE PERMITS ARE
<br />PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY.
<br />OBTAINED BY THE FIRE PROTECTION SUB CONTRACTOR
<br />3.
<br />CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS
<br />10. CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL SUBMITTALS FOR THE
<br />NECESSARY TO OBTAIN A CERIFICATE OF OCCUPANCY.
<br />FOLLOWING BUILDING COMPONENTS THAT COMPLY WITH RULE 9B-72:
<br />a. EXTERIOR HOLLOW METAL DOORS
<br />4.
<br />CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND
<br />b. STORE FRONT SYSTEMS (WIND VELOCITY = 110 MPH)
<br />INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING
<br />c. ROOFING AND COPING (CONFIRMING TO FM 1-120 REQUIREMENTS)
<br />FIRE PROTECTION AS REQUIRED DURING CONSTRUCTION.
<br />d. CLADDINGS (LAPPED SIDING)
<br />LCONTRACTOR TO PROVIDE THREE COPIES FOR REVIEW AND SUBMITTAL TO
<br />5.
<br />EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL
<br />THE LOCAL JURISDICTION AND PRODUCT SUBMITTAL FOR ARCHITECTS
<br />CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUED BID.
<br />REVIEW.
<br />CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO.
<br />11. ALL PLYWOOD SHEATHING TO BE FIRE RETARDANT TREATED (FRT)
<br />6.
<br />PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT
<br />DOCUMENTS SHALL NOT BE SUBSTITUED WITHOUT PRIOR WRITTEN
<br />12. SEE "PUBLIX CANOPY PACKAGE" DRAWINGS FOR DETAILS KEYED WITH PREFEX "PCA--"
<br />APPROVAL FROM THE ARCHITECT.
<br />13. SEE STRUCTRUAL DRAWINGS FOR SOILS REPORT INFORMATION
<br />7
<br />TH!q CnN1TRACTOR SHAD rOnRDINATE ALL. TRADFc RF(JLIIRFD TO
<br />COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF THE
<br />14. SEE ENERGY CALCULATION ATTACHED TO THIS SUBMISSION
<br />FACILITY AS ;'LANNED.
<br />Legal Description
<br />A TRACT OF LAND LYING IN THE NORTHEAST %4 OF SECTION 34 AND IN THE NORTHWEST 74 OF SECTION
<br />35, TOWNSHIP 25 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA. THE SAME BEING A PORTION OF
<br />THE ZEPHYRHILLS COLONY COMPANT LANDS SUBDIVISION OF SAID SECTION 34 AND 35 AS SHOWN
<br />ON THE PLAT OR MAP THEREOF RECORDED IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS OF
<br />PASCO COUNTY, FLORIDA. ALL BEING FURTHER DESCRIBED AS FOLLOWS: FOR A POINT OF
<br />REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST %4 OF SAID SECTION 35;
<br />THENCE N. 89 53'13"W., ALONG THE SOUTH BOUNDARY THEREOF, A DISTANCE OF 1638.79 FEET;
<br />THENCE N. 00 09'45" W., A DISTANCE OF 657.26 FEET TO THE INTERSECTION OF THE EASTERLY
<br />RIGHT-OF-WAY LINE OF U.S. HIGHWAY 301; THENCE NORTHERLY, ALONG SAID EASTERLY
<br />RIGHT-OF-WAY LINE, THE FOLLOWING FOUR COURSES; (2) S. 89 46'32" E., A DISTANCE OF 5.00 FEET; (4)
<br />NORHTERLY, 625.74 FEET ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A
<br />RADIUS OF 625.73 FEET) TO A POINT LYING ON THE NORTH BOUNDARY OF SAID SECTION 34; THENCE
<br />S. 89 58'32" SECTION 34 ALSO BEING THE NORTHWEST CORNER OF SAID SECTION 35; THENCE S. 89
<br />59'50" E., ALONG THE NORTH BOUNDARY OF SAID SECTION 35, A DISTANCE OF 1015.05 FEET; THENCE
<br />S. 00 09'45" W., A DISTANCE OF 2618.58 FEET TO THE POINT OF BEGINNING.
<br />LESS AND EXCEPT THAT PORTION OF SAID TRACTS 58 AND 59 CONVEYED IN OFFICIAL RECORDS
<br />BOOK 1902, PAGE 690, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<br />SAID LAND CONTAINING 60.76 ACRES MORE OR LESS.
<br />Vicinity Map "NID'
<br />NTS
<br />--
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<br />aw
<br />_-
<br />CD
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<br />LA
<br />F KOSSIK RD
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<br />PROJECT
<br />a
<br />SITE
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<br />_
<br />_
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<br />11
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<br />.:_& Trills o Avie
<br />Aw 0t
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<br />COUNTY ROAD 54
<br />42 m
<br />1=
<br />a
<br />ayeIZA-
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<br />a
<br />INTERSECTION OF KOSSIK & US HtNY 301 (GALL BLVD)
<br />ZEPHYR COMMONS CONSISTS OF NEW SITE CONSTRUCTION AND THE NEW CONSTRUCTION OF SEVERAL
<br />BUILDINGS. THE SCOPE OF WORK IN THIS SET OF DRAWINGS IS FOR RETAIL BUILDING B ONLY. THE SITE
<br />WORK AND THE OTHER BUILDINGS WILL BE DESIGNED, PERMITTED, AND CONSTRUCTED AS SEPARATE
<br />DRAWING PACKAGES.
<br />THIS SCOPE OF WORK IS FOR NEW CONSTRUCTION OF A SHELL BUILDING (SINGLE STORY MASONRY,
<br />MERCANTILE OCCUPANCY, SPRINKLERED STRUCTURE). TENANT DEMISING WALLS, TOILETS, CEILINGS, HVAC
<br />& LIGHTING TO BE PERMITTED SEPARATELY DURING TENANT FIT UP SUBMISSION. THE BUILDING SHELL IS
<br />SUBMITTED AS AN UNOCCUPIED BUILDING.
<br />uode In -formation
<br />REFER TO A121 FOR COMPLETE CODE INFORMATION
<br />CITY OF ZEPHYRHILLS THREE (3) SIGNED & SEALED
<br />5335 8TH ST SETS FOR PERMi?' SUBMISSION
<br />ZEPHYRHILLS, FLORIDA 33542
<br />(813) 780-0020 - PHONE
<br />(813) 780-0021 - FAX
<br />BUILDING: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS]
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2004 W/ 2006 SUPPLEMENTALS
<br />CHAPTER 36 - (NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS)
<br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2004 W/ 2006 SUPPLEMENTALS
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2004 W/ 2006 SUPPLEMENTALS
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS
<br />CHAPTER 27 - (NFPA 70, NATIONAL ELECTRIC CODE)
<br />FUEL/GAS: FLORIDA BUILDING CODE, FUEL/GAS - 2004 W/ 2006 SUPPLEMENTALS
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2004 W12006 SUPPLEMENTALS
<br />CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION).
<br />ENERGY: FLORIDA BUILDING CODE, BUILDING - 2004 W12006 SUPPLEMENTALS
<br />CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION).
<br />BUILDING AND CONSTRUCTION DATA
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUPS M - MERCANTILE
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, NEW CONSTRUCTION,
<br />SPRINKLERED
<br />MAXIMUM HEIGHT AND AREA (FBC TABLE 503) HEIGHT - 55'-0" AREA - 12,500 SF*
<br />ACTUAL HEIGHT = 38'-6" (SINGLE STORY)
<br />ACTUAL AREA = 15,137 SF
<br />*THE PUBLIX AND ADJACENT RETAIL BUILDINGS ARE
<br />CLASSIFIED AS UNLIMITED AREA AS ALLOWED BY FBC 507
<br />Contact Information
<br />CLIENT:
<br />PRIMERICA GROUP ONE, INC.
<br />STRUCTURAL
<br />BBM STRUCTURAL ENGINEERING, INC
<br />3629 MADACA LANE
<br />ENGINEER:
<br />1912 BOOTHE CIRCLE SUITE 100
<br />TAMPA, FL. 33618
<br />LONGWOOD, FLORIDA 32750
<br />(813) 933-0629 PHONE
<br />(407) 645-3423
<br />(813) 935-3420 FAX
<br />(407) 645-3790 FAX
<br />CONTACT: LARRY GARREN
<br />CONTACT: BORA ERBILEN, P.E., MBA
<br />ARCHITECT:
<br />CUHACI & PETERSON, ARCHITECTS, LLC
<br />MECHANICAL
<br />CUHACI & PETERSON, ARCHITECTS, LLC
<br />1925 PROSPECT AVE
<br />ENGINEER:
<br />1925 PROS PECTAVE
<br />ORLANDO, FL 32814
<br />ORLANDO, FL 32814
<br />(407) 661-9100 PHONE
<br />(407) 661-9100 PHONE
<br />(407) 661-9101 FAX
<br />(407) 661-9101 FAX
<br />CONTACT: GABRIEL ROBERTSON
<br />CONTACT: JOE KEENE
<br />CIVIL
<br />AVID GROUP
<br />ELECTRICAL
<br />CUHACI & PETERSON, ARCHITECTS, LLC
<br />ENGINEER:
<br />8659 BAYPINE ROAD, STE 304
<br />ENGINEER:
<br />1925 PROSPECT AVE
<br />JACKSONVILLE, FLORIDA 32256
<br />ORLANDO, FL 32814
<br />(904) 737-4001 PHONE
<br />(407) 661-9100 PHONE
<br />(904) 252-7030 FAX
<br />(407) 661-9101 FAX
<br />;ON. P.L.CT: T IJARA D. SCHURIAN, .L.
<br />! ^ITn/'T: TI\{ /�.
<br />Shell Building B Ze P h y r Commons
<br />Gall Blvd. & Kossik Road
<br />Zephyrhills, Florida
<br />--- ---- Drawing Index - --—^�
<br />-HEET NO. TITLE ON
<br />F PERMIT SET - - -®—-------_I
<br />SHEET
<br />04111.-08
<br />ARCHITECTURAL
<br />COVER
<br />._
<br />A100
<br />A111
<br />A121
<br />A122
<br />A131
<br />A141
<br />A201
<br />A301
<br />A302
<br />A303
<br />A304
<br />A501
<br />A502 _
<br />A601
<br />A001-AO08
<br />STRUCTURAL
<br />X
<br />_ X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />III
<br />F
<br />AM
<br />MA
<br />GENERAL STRUCTURAL NOTES
<br />X
<br />GENERAL STRUCTURAL NOTES
<br />X
<br />GENERAL STRUCTURAL NOTES
<br />X
<br />FOUNDATION PLAN - RETAIL "B"
<br />X
<br />ROOF FRAMING PLAN - RETAIL "B"
<br />X
<br />FOUNDATION SECTIONS AND DETAILS
<br />X
<br />ROOF SECTIONS AND DETAILS
<br />X
<br />STOREFRONT SECTIONS
<br />X
<br />STOREFRONT SECTIONS
<br />X
<br />FIRE PROTECTION (SEE GENERAL NOTE #9) _
<br />FP001 --� FIRE PROTECTION FLOOR PLAN, NOTES, & DETAILS X
<br />PLUMBING I
<br />P001 PLUMBING FLOOR PLAN, NOTES, & DETAILS�—
<br />MECHANICAL
<br />M001 MECHANICAL ROOF PLAN NOTES & DETAILS — X
<br />ELECTRICAL
<br />E002
<br />E101
<br />E301
<br />E401
<br />E501
<br />SITE WIRING X
<br />ELECTRICAL FLOOR PLAN - BUILDING B X
<br />ELECTRICAL POWER RISER & PANELS - BUILDING B X
<br />ELECTRICAL DETAILS - BUILDING B X
<br />ELECTRICAL SPECIFICATIONS - BUILDING B X
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