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Item 7 - ZA16-100 PlansDEDFDG DD DC D7 D7 . 2 D6 . 7 D6 . 1 D1 . 2 D1 . 3 D1 . 4 D1 . 5 D1 . 6 DD . 6 3 : 1 2 R O O F S L O P E 3. 9 5 : 1 2 RO O F S L O P E TO P O F S T E E L LO W P O I N T TO P O F S T E E L LO W P O I N T TO P O F S T E E L HI G H P O I N T TO P O F S T E E L HI G H P O I N T F5 F5 F4 EX I S T I N G R O O F AB O V E T O R E M A I N EX I S T I N G R O O F AB O V E T O R E M A I N C ANOPY WIDTH 1 7' - 4" 1' - 0 " 1 ' - 0"1 ' - 0"1' - 0"14 ' - 7 " 10 ' - 9 " A B O V E LO A D I N G D O C K 18 ' - 4 2 5 / 3 2 " 14 ' - 7 " A B O V E LO A D I N G D O C K 18 ' - 5 1 / 1 6 " TO P O F S T E E L HI G H P O I N T 14 ' - 7 " A B O V E LO A D I N G D O C K 14 ' - 8 " 10 ' - 1 0 " A B O V E LO A D I N G D O C K 14 ' - 7 " TO P O F S T E E L LO W P O I N T 10 ' - 9 " A B O V E LO A D I N G D O C K 17 ' - 1 0 1 3 / 1 6 " 13 ' - 1 0 " A B O V E LO A D I N G D O C K 18 ' - 4 " TO P O F S T E E L HI G H P O I N T VA R I E S A B O V E LO A D I N G D O C K 2 A1 1 2 D7 EX I S T I N G B R I C K M A S O N R Y WA L L T O R E M A I N FI L L R E G L E T S L O T A L L AR O U N D W I T H U R E T H A N E NE W R E G L E T F L A S H I N G PR O V I D E D B Y R O O F P A N E L SY S T E M M A N U F A C T U R E R NE W F L A S H I N G P R O V I D E D BY R O O F P A N E L S Y S T E M MA N U F A C T U R E R MA S O N R Y F A S T E N E R PR O V I D E D B Y R O O F P A N E L SY S T E M M A N U F A C T U R E R PR O V I D E C O N T I N U O U S SE A L A N T A T F L A S H I N G NE W S T A N D I N G S E A M ME T A L R O O F S Y S T E M NE W S T E E L B E A M . RE F E R T O S T R U C T U R A L DR A W I N G S F O R CO O R D I N A T I O N NE W S T E E L C H A N N E L . RE F E R T O S T R U C T U R A L DR A W I N G S F O R CO O R D I N A T I O N 17 ' - 9 " TO P O F S T E E L (H I G H P O I N T ) VA R I E S A . F . F . 8 " M I N I M U M PROJECT NO:CASE NO: -STAMP COPYRIGHT:CHECKED BY:DRAWN BY:DESIGNED BY:CAD DWG FILE:NETWORK COMPLIANCE SUBMITTALS PRELIMINARY SUBMISSION 30% SUBMISSION 60% SUBMISSION 90% SUBMISSION 100% SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS)DATE BCD 1 2 3 BC 4 5 DE A 1 2 3 4 A SHEET TITLE SHEET NUMBERTo all plans, specifications and reports to which seal of an architect has been applied, there shall also be applied a stamp with appropriate wording warning that it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter an item in any way.This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden.5 6MSCWEKEY PLANSAC NEC N NOCADMINMEPDC NECNEC 2A BREAK SCOPE OF WORKMPP ENGINEERS LLC 34 S Main St Allentown, NJ 08501 Phone: (609) 489-5511 5750 Genesis Ct. Suite 200 Frisco, TX 75034 Phone: (972) 335-3580 Fax: (972) 335-3779 A112ARCHITECTURALROOF PLAN AND DETAILS1629016290-ARCH Designer Author CheckerSOUTHLAKE DOCK #4 MODIFICATIONS 500 WEST DOVE RD. SOUTHLAKE, TX A1 1 2 SC A L E : 1 / 8 " = 1 ' - 0 " 1 PA R T I A L R O O F P L A N - N E W W O R K A1 1 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " 2 DE T A I L - A T R O O F F L A S H I N G ( T Y P ) 0 41 2 81 6 0 0. 2 5 0 . 7 5 0. 5 1 ZA16-100REV DESCRIPTION DATE D1 . 5 D1 . 6 1 A3 1 0 9 A3 1 0 F1 0 F2F2 F5F3 F3 F5F4 F3 C1 C1 F3 F2 E1 E2 E2 F1 0 A2 A2 14 ' - 9 " 17 ' - 9 " TO P O F S T E E L (L O W P O I N T ) 10 ' - 1 0 " A . F . F . TO P O F S T E E L (H I G H P O I N T ) 13 ' - 1 0 " A . F . F . 18 ' - 6 " TO P O F S T E E L (H I G H P O I N T ) 14 ' - 7 " A . F . F . 14 ' - 8 " TO P O F S T E E L (L O W P O I N T ) 10 ' - 9 " A . F . F . E3 FIRST FLOOR 3' - 11"EXISTING DOCK GRADE LEVEL 0' - 0"T.O. UPPER PARAPET 29' - 0" D1 . 3 D1 . 4 NEW GRADE LEVEL -2' - 1" 2 A3 1 0 C1 B1 F2 F1 F4 B1 F2 F5 F7 F1 0 F2 F3 F3 F3 E2 14 ' - 8 " 18 ' - 6 " TO P O F S T E E L (L O W P O I N T ) 10 ' - 9 " A . F . F . TO P O F S T E E L (H I G H P O I N T ) 14 ' - 7 " A . F . F . 17' - 9"TOP OF STEEL (HIGH POINT)13' - 10" A.F.F.14' - 9"TOP OF STEEL (LOW POINT)10' - 9" A.F.F. FI R S T F L O O R 3' - 1 1 " EX I S T I N G D O C K G R A D E L E V E L 0' - 0 " D7 T. O . U P P E R P A R A P E T 29 ' - 0 " T. O . L O W E R P A R A P E T 27 ' - 0 " D1 . 2 NE W G R A D E L E V E L -2 ' - 1 " F4 E2 F5 F3 F3 F3 F3 F3 F2 E2 F1 1 F7 A2 A2 E1 F2 14 ' - 8 " 18 ' - 6 " TO P O F S T E E L (L O W P O I N T ) 10 ' - 9 " A . F . F . TO P O F S T E E L (H I G H P O I N T ) 14 ' - 7 " A . F . F . E3 FIRST FLOOR 3' - 11"EXISTING DOCK GRADE LEVEL 0' - 0"DE DD DC T.O. UPPER PARAPET 29' - 0"T.O. LOWER PARAPET 27' - 0"NEW GRADE LEVEL -2' - 1"8 A310DD.6 2 A112 GUARD RAIL 3' - 6" F4 F3 F3 C1 F1 F1 F2 F2 E2 E1 E2 F5 F7 F1 0 F8 A2 A2 F2 F1 0 F3 F2 14' - 9"17' - 9"TOP OF STEEL (LOW POINT)10' - 10" A.F.F.TOP OF STEEL (HIGH POINT)13' - 10" A.F.F. 18 ' - 6 " 14 ' - 8 " TO P O F S T E E L (H I G H P O I N T ) 14 ' - 7 " A . F . F . TO P O F S T E E L (L O W P O I N T ) 10 ' - 9 " A . F . F . NEW WORK KEYNOTES PROJECT NO:CASE NO: -STAMP COPYRIGHT:CHECKED BY:DRAWN BY:DESIGNED BY:CAD DWG FILE:NETWORK COMPLIANCE SUBMITTALS PRELIMINARY SUBMISSION 30% SUBMISSION 60% SUBMISSION 90% SUBMISSION 100% SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS)DATE BCD 1 2 3 BC 4 5 DE A 1 2 3 4 A SHEET TITLE SHEET NUMBERTo all plans, specifications and reports to which seal of an architect has been applied, there shall also be applied a stamp with appropriate wording warning that it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter an item in any way.This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden.5 6MPP ENGINEERS LLC 34 S Main St Allentown, NJ 08501 Phone: (609) 489-5511 5750 Genesis Ct. Suite 200 Frisco, TX 75034 Phone: (972) 335-3580 Fax: (972) 335-3779 A113ARCHITECTURALBUILDING ELEVATIONS1629016290-ARCH Designer Author CheckerSOUTHLAKE DOCK #4 MODIFICATIONS 500 WEST DOVE RD. SOUTHLAKE, TX REV DESCRIPTION DATE A1 1 3 SC A L E : 1 / 4 " = 1 ' - 0 " 1 EL E V A T I O N - D O C K A N D N E W C A N O P T Y 1A 1C 1B A1 1 3 SC A L E : 1 / 4 " = 1 ' - 0 " 2 PA R T I A L E L E V A T I O N - B U I L D I N G E A S T AF L O O R A1 Infill existing dock leveler pit with new concrete pad to match existing dock elevation. Refer to structural drawings for coordination.A2 Extend existing dock with new concrete slab and foundation. Refer to structural drawings for coordination.A3 New concrete slab on grade. Refer to structural drawings for coordination.B PARTITIONS B1 Infill with new CMU block and brick face to match existing exterior wall thickness.B2 Infill with new metal studs and GWB to match interior wall thickness.B3 C OPENINGS C1 New 96"W x 104"H overhead coiling roll-up door. Basis of Design: Overhead inslulated heavy-duty rolling service door, model No. Stormtite 625 DC E I L I N G S D1 Patch and infill with existing ceiling grid and tile as required.Replace any ceiling grid or tile that is damaged with new as required to match existing type and color.EE Q U I P M E N T E1 Provide new 72"W x 96"D stationary dock lift. Basis of Design: Pentalift Equipment Corp. Quad hydraulic transport scissor lift.E2 Provide 10"W x 18"H x 4" molded dock bumper by Pentalift or approved equal. (Typical for 2)E3 Provide DOK-Guardian lig ht-duty safety barrier.F MISCELLANEOUS F1 New 1 1/2" diameter painted steel hand railing to match existing facility standards.F2 New 1 1/2" diameter painted steel guard railing to match existing facility standards.F3 New steel tube column with Brick cladding. Refer to structural drawings for coordination.F4 New canopy roof system. Basis of Design: Centria SDP 175 structural standing seam metal roof system. Refer to structural drawings for more information.F5 Provide new aluminum gutter with downspout.F6 Existing concrete stairs to remain.F7 Existing concrete dock to remain.F8 Existing concrete retaining wall to remain.F9 New concrete curb. Refer to civil drawings for coordination.F10 New concrete retaining wall. Refer to structural drawings for coordination.F11 New concrete stairs. Refer to structural drawings for coordination.G ELECTRICAL H PLUMBING/FIRE PROTECTION P1 New floor drain in concrete pit. Refer to plumbing drawings for coordination. 0 26 48 026 48 ZA16-100