Laserfiche WebLink
Elevation & Grading Notes <br />1. ABBREVIATIONS: <br />TOC TOP OF CURB AT EDGE OF SIDEWALK <br />TOS TOP OF FLOOR SLAB INSIDE BUILDING <br />TOG TOP OF GRADE IN LANDSCAPE AREAS <br />TOP TOP OF PAVING <br />2. TOS = 112.00'. <br />3. ALL SIDEWALKS TO START 1/4" BELOW THE TOS AT ALL DOORS. <br />4. ALL EXTERIOR DOORS TO HAVE THRESHOLDS THAT WILL NOT <br />EXCEED 112" IN HEIGHT. <br />5. ALL SIDEWALKS TO SLOPE AWAY FROM THE BUILDING AT A RATE <br />NOT TO EXCEED 1 % MIN AND 2% MAX. <br />6. FOR ALL SIDEWALKS, ALL TOC ELEVATIONS SHALL BE <br />6" MAX ABOVE ADJACENT TOP. REFER TO CIVIL DRAWINGS <br />FOR EXACT ELEVATIONS, <br />7. FOR ANY LOCATIONS WHERE THERE IS GREATER THAN A 6" <br />DIFFERENCE BETWEEN TOC AND ADJACENT TOP, NOTIFY THE <br />ARCHITECT IMMEDIATELY. <br />8. NOT USED. <br />9. ALL HANDICAP RAMPS TO SLOPE AT 1:14 MAX. THE SURFACE <br />OF ALL CURB RAMPS TO HAVE RAISED DETECTABLE WARNING <br />FINISH. REFER TO DETAIL ON THIS SHEET. <br />10. THE BOTTOM OF ALL HANDICAP RAMPS TO BE FLUSH WITH <br />ADJACENT TOP. REFER TO CIVIL DRAWINGS FOR EXACT <br />ELEVATIONS OF PAVING. <br />6" THICK, 4,500 PSI CONCRETE SLAB <br />W/ #4 BARS @ 15" O.C. <br />PROVIDE THICKENED EDGE AT <br />ENTIRE PERIMETER. T.O.C. TO BE <br />FLUSH W/ ADJACENT T.O.P. <br />*0* Q <br />72 <br />C.� <br />�o <br />.7 <br />A <br />BOLLARDS. RE: DETAIL - <br />i <br />----------------------------------------�------------------ - <br />5-0" 52' 6" O <br />- - - - � 6' 0" <br />0 <br />FUTURE ELECTRICAL SERVICE TO <br />BE PROVIDED AS PART OF FUTURE <br />TENANT INTERIOR BUILDOUT. <br />w / <br />FAM <br />I <br />RE: BLDG <br />"B" DWGS- <br />r <br />tea„ <br />O \ <br />O <br />PIT LEVELER INTERLOCK iY <br />LIMIT SWITCH. PROVIDED AS Q <br />PART OF FUTURE TENANT w <br />INTERIOR BUILD OUT <br />w <br />MANUAL INSULATED <br />OVERHEAD SECTIONAL <br />COMMERCIAL DOOR. "U" <br />VALUE = .057. HIGH LIFT <br />ON 2" TRACK. <br />SEE A-5 DOOR TYPE G <br />9 Receiving Door Head Detail <br />Scale 1/2"=1'4' <br />B.O. JOIST <br />OL <br />15'-0 /2" AFF <br />-RE: STRUCTURAL FOR ALL INFORMATION <br />REGARDING CMU WALL, HEAD AND JAMBS <br />CAULK SEALANT- TO BE WEATHER TIGHT <br />ON ALL SIDES OF SHELTER <br />T/ DOCK SHELTER <br />1T-8" A.F.F. <br />T/ REC. <br />DOOR OPENING dk <br />13'-2" A.F.F. <br />1/2" X 2" EXP. BOLTS @ 12" O.C. <br />- STEEL BENT PLATE PAINTED <br />E� <br />DOCK SHELTER AND FRAME <br />- STUB UP 24" AFF AND CAP FOR FUTURE <br />USE <br />j ONE 3" CONDUIT & ONE 1/2" CONDUIT <br />W/ 15" RADIUS <br />i <br />3X3X1/4" ANGLE PAINT <br />RE: A303 <br />10'-6 1 /2" <br />TO INSIDE FACE OF KNEE WAL <br />IAI <br />- - STEEL BENT PLATE <br />PAINTED E2 <br />-T DOCK SHELTER <br />/ AND FRAME <br />- MOLDED BUMPER <br />3"X3"X1/4 ANGLES ON FRONT <br />AND REAR OF KNEE WALL <br />RE: A303 <br />T.O. CONCRETE <br />@ DOCK GRADE <br />--�FI_. 0'-10" BFF <br />-�� O O <br />APPROX. <br />5" STEP <br />DOWN T <br />V.I.F. <br />I <br />8'-2"xl0'-6%2" CONCRETE PIT <br />PROVIDED AS PART OF THE <br />SHELL FOR 8'xlU SCISSOR LIFT <br />TO BE PROVIDED AS PART OF <br />THE FUTURE TENANT INTERIOR <br />BUILDOUT. <br />CONTROL JOINTS ALONG SIDE OF <br />BUILDING TO BE ALIGNED WITH <br />BUILDING EDGES AND SPACED <br />EVENLY AS SHOWN (6-0" OC MAX). <br />RE: DETAIL ON THIS SHEET - <br />A103-5 <br />CONNECTION OF UNDER / <br />GROUND DRAIN TO SITE / <br />STORM SYSTEM. RE: CIVIL <br />o. 5'-6" <br />EJ / <br />8�1 / <br />�^ ^^ o" <br />r <br />EJ / <br />LANDSCAPED AREAS. <br />RE: CIVIL PLANS <br />b <br />0 <br />.1 I r <br />11 <br />z <br />UNDERGROUND DRAIN. EJ <br />RE: A103-4 & 5. TIE w <br />DIRECTLY INTO SITE - J <br />r w <br />STORM SYSTEM <br />UNDERGROUND. RE: CIVIL o <br />RE: BLDG <br />m "D" DWGS <br />POUR CONCRETE SLAB <br />UNDER EACH BENCH T.O.C. - 1 <br />TO BE FLUSH W/ TOP OF <br />ADJACENT SIDEWALK. RE: <br />A101-3 A103-5 <br />RETAIL C , <br />103 ,= I EJ � <br />FIN. FLOOR 112.00' LANDSCAPE BENCHES, - ( i <br />LANSCAPE FORMS - SANTA <br />& COLE COLLECTION ' <br />"NEOROMANTICO" OR ' <br />SIMILAR BENCH STYLE. <br />STYLE TO BE VERIFIED BY <br />OWNER. EQ EQ EQ EQ <br />- BOLLARDS. RE: DETAIL A103 4 <br />N� <br />�B�.GO. FUTURE <br />EL. 13'-0" <br />DOOR <br />EL. 13 <br />GENERAL SITE NOTES <br />1. LANDLORD GENERAL CONTRACTOR SHALL VERIFY LOCATION <br />OF ALL SITE UTILITIES, LANDSCAPING, AND PARKING. <br />NOTIFY STAPLES REPRESENTATIVE OF ANY DISCREPANCIES. <br />2. LANDLORD GENERAL CONTRACTOR TO VERIFY FINAL SIGNAGE <br />PACKAGE WITH SIGNAGE MANUFACTURER. SIGNAGE UNDER <br />SEPARATE PERMIT AND CONTRACT. <br />3. ALL SIGNAGE SHOWN FOR INFO. ONLY, ALL SIGNAGE, <br />BANNERS AND BANNER LIGHTING UNDER SEPARATE PERMIT. <br />4. LANDLORD GENERAL CONTRACTOR SHALL REFERENCE AND <br />CONFORM TO SITE SPECIFIC LEASE EXHIBIT DOCUMENTS <br />FOR FINAL LOCATION OF BUILDING SIGNS, PYLON DESIGN <br />AND LOCATIONS. POWER IS REQUIRED TO ALL EXTERIOR <br />SIGN LOCATIONS. NOTIFY STAPLES IF NOT POSSIBLE. <br />5. NOT USED. <br />6. FOR COMPLETE SITE REQUIREMENTS LANDLORD SHALL <br />REFERENCE SPECIFICATIONS AND LEASE EXHIBITS <br />7. LANDLORD SHALL VERIFY LOCATION OF ALL SITE UTILITIES, <br />LANDSCAPING, AND PARKING REQUIREMENTS <br />8. STAPLES MINIMUM PARKING IS 5 CARS PER 1,000 S.F. <br />9. AN ADEQUATE AUTOMATIC IRRIGATION SYSTEM SHALL BE <br />PROVIDED TO SUPPORT ALL LANDSCAPING DESIGNED ON <br />ACTUAL SITE - PENDING FROM LANDLORD COMMON AREA <br />SOURCE/ METERED <br />10. RE: SITE ELECTRICAL DRAWINGS FOR ALL LIGHT POLE <br />LOCATIONS AND LIGHT POLE DETAIL <br />11. NOT USED <br />12. MINIMUM SITE CLEARANCES SHALL BE: <br />WALKWAYS .............................. 5'-0" IN WIDTfLi <br />DRIVE AISLES .......................... 24'-0" IN. <br />PARKING ROWS ...................... 60'-0" TO C <br />PARKING STD. STALL .............. 9'-0" X 18'-0" MIN. <br />PARKING COMPACT STALL ...... 8'-0" X 16'-0"MIN. <br />FINAL REQUIREMENTS TO BE COORDINATED PER LOCAL <br />CODES. <br />13. LANDLORD SHALL BE LIMITED TO A MAXIMUM OF 20% <br />COMPACT SPACES OF THE REQUIRED SPACES <br />14. ALL PARKING SPACES SHALL BE PAINTED PER LOCAL <br />CODE REQUIREMENTS. <br />15. ROOF DRAINAGE SHALL BE DISCHARGED TO APPROVED <br />SITE DRAINAGE SYSTEM <br />16. SIDEWALK SHALL BE 4" NON -REINFORCED CONCRETE <br />WITH BROOM FINISH. PROVIDE CONTROL JOINTS @ 5'-0" <br />O.C. BOTH DIRECTIONS AND EXPANSION JOINTS @ 20'-0" <br />O.C. UNLESS OTHERWISE SHOWN. MAX. 1:50 CROSS <br />SLOPE PERMITTED. <br />17. ALL TRUCK CIRCULATION ROUTES THROUGHOUT THE <br />STAPLES SITE SHALL BE DESIGNED TO ACCOMODATE A <br />WB-67 VEHICLE <br />18. THIS BUILDING CONTAINS NO GAS PIPING. <br />RE: STRUCTURAL�� <br />7 Section at Rec. Door <br />Scale 1/4"=V-0" <br />A <br />T ^. JOIST BEARING <br />15'-8" AFF - <br />JOIST <br />15'-0 1/2" AFF <br />DOCK SHELTER <br />FACE OF MASONRY <br />WALL BEYOND <br />OVERHEAD DOOR <br />AS SCHED. <br />T.O. CONCRETE @ <br />DOCK GRADE <br />EL. 0'-10" BFIF <br />PIPE HANDRAIL 1 %" DIA. x 0.145 SHOP <br />_- PRIMED AND PAIN I ED WI CLOSS ENAMEL <br />PAINT, COLOR SELECTED BY ARCHITECT <br />PIPE HANDRAIL POST 1 112" DIA x 0.145 SHOP <br />to PRIMED AND PAINTED W/GLOSS ENAMEL <br />PAINT, COLOR SELECTED BY ARCHITECT <br />EPDXY GROUT SET <br />1. <br />" STEEL SLEEVE EMBEDDED IN <br />CONCRETE, <br />RE: SIDEWALK PLAN FOR LOCATIONS <br />RE: SIC EWALK PLAN FOR GRADES <br />x x x x <br />�N� CONTINUOUS EXPANSION <br />JOINT i E: A101-3 <br />\ w w w w w' / w w , 9• �� • <br />ONTINUOUS EXPANSION JOINT <br />/ EQ. EQ. EQ. EQ. F-10" 5'-10" EQ. EQ. EQ. EQ. 4'-10Y" 4'-10%" 4'-1�" 4'-1 EQ. EQ. EQ. EQ. 5'-5" 5'-5" EQ. EQ. EQ. EQ. 5'�" <br />LIMITS OF ge I �13• <br />ARCHITECTURAL WORK RE: SIDEWALK PLANS <br />- - I <br />- --- - x x x • x <br />�� REAR x6xl.4xl.4 WWF CONT. ON BOTH SIDES <br />LEFT N RIGHT REBAR CONT @ TOP, BOTTOM, & MIDDLE <br />GRADED AGGREGATE, h h h <br />- LANDSCAPED AREAS. '� '� '� LANDSCAPED AREAS. '� '� - GRADED RETAINING <br />RE: A101-4 �' ti``' '�' MIN T-0" WIDE ^ '�' RE: Al01-5 �' '�<`' �. '�<`' ^. �`' <`' `'> ao <br />RE: CIVIL PLANS � �� .�' `� ,^' ^^' GRADED ^ ^' RE: CIVIL PLANS ,� ,� AGGREGATE WALL, r, FRONT <br />ol AGGREGATE FINISH. RE: A101-2 RE: A101-6 <br />FINISH. RE: A101 2 PAVEMENT BROUGHT UP FLUSH ALONG THIS AREA Retail C Life Sidewalk Plan_ x Retaining Wall & Guard Rail <br />6 <br />A 1 Scale 1/8"=V-0" 8 Scale 1 1/2"=V-0" <br />NOTE: <br />GUARDRAIL CONSTRUCTION <br />SHALL MEET DESIGN <br />REQUIREMENT AS STATED IN <br />SECTION 1607 OF THE <br />FLORIDA BUILDING CODE. <br />EXPOSED AGGREGATE CONCRETE 4" THICK 3,000 PSI CONCRETE <br />FINISH 5/8" SMOOTH RIVER ROCK REINFORCED W/ 6 X 6 X 1.4 X 1.4 <br />MIX INTEGRAL WITH CONCRETE WWF OVER COMPACTED. <br />112" EXPANSION JOINT <br />SLOPE 1:14 MAX <br />X .X <br />4" 6" <br />2Handicap Ramp Detail <br />SCALE: 1 1/2' = T-0' <br />EXPANSION JOINT /, SINGLE -COMPONENT <br />POLYURETHANE <br />SEALANT 3/4" THICK <br />CONTROL JOINTy 1" DEEP <br />STRUCK JOINT <br />I I I <br />6' O.C. MAX <br />RE: SIDEWALK PLAN FOR SPACING <br />JOINTS AT FRONT OF BUILDING <br />1. ALL JOINTS TO BE TOOLED UNLESS NOTED OTHERWISE <br />2. ALL EXTERIOR CONCRETE SIDEWALKS TO BE 4" THICK <br />3,000 PSI CONCRETE REINFORCED WITH GRADE. <br />6 X 6 X 1.4 X 1 A W.W.F. OVER COMPACTED FILL. <br />3. CONTROL JOINTS SPACED AT 6' OC MAX. RE: SIDEWALK <br />PLAN FOR EXACT SPACING AND LOCATION OF JOINTS. <br />3Sidewalk Detail <br />SCALE: 1 1/2' =1'-0' <br />CONCRETE SIDEWALK - <br />BUILDING CIVIL <br />W/ CONTROL JOINT \ <br />RE:A100-6 6" 2" <br />SLOPE: 1% MIN - 2% MAX. <br />-L X. T-- T a <br />f r PAVING <br />RE: CIVIL <br />\\� \/#4-REBAR <br />\\ �� CONTINUO <br />/STOP EA \ \ \\\ X - - <br />@ \ F <br />\\\ \\�\SIDE OF CJ' <br />/\\�\CURB TO BE 6 ! XX <br />\�\\\ <br />\\\ \\��\­ ABOVE ADJAC \\�\\\ �- <br />/PAVING, MAX <br />4Curb Detail <br />SCALE: 1 1/2' = 1'-0" <br />LANDSCAPE <br />SLOPE: 1°/" MiN - 2%MAX. <br />NFL °a e e <br />,Y11 <br />4• 5' <br />5 Curb Detail <br />SCALE: 1 1/2' =1'-0' <br />6' <br />-- ROUND EDGE <br />2" RADIUS <br />I <br />-- #4-REBAR <br />CONTINUOUS <br />STOP @ EACH <br />e - X SIDE OF CJ'S <br />8" <br />U <br />O <br />0 <br />rL <br />V <br />mc 00 <br />co <br />•^L' U M C <br />W-0LL VI <br />Em� m <br />2 cvLL- <br />z <br />' � 0) <br />w <br />N <br />to cL�o //��� <br />r vJ <br />J <br />U <br />I <br />i <br />9 <br />0 <br />0 <br />c.a <br />I <br />�•. <br />1 <br />N <br />ILL � <br />G <br />w <br />P� <br />� G <br />zY <br />06 <br />>, <br />w <br />U <br />_U!n <br />fn Q <br />J <br />~ <br />~ <br />Uj <br />o <br />�YN� <br />w <br />"' <br />+�y� <br />V <br />c, <br />-` <br />o; <br />O <br />= ¢ R <br />w <br />P� <br />cn <br />o <br />o <br />LLJ <br />0 <br />M <br />N <br />w <br />N <br />o <br />Cn <br />U <br />A101 <br />