Southtowns Record

Zoning Board of Appeals agenda packet — July 29, 2026

Government
City of Lackawanna
Board
Zoning Board of Appeals
Meeting
Jul 29, 2026
Kind
Agenda packet
Topics
Zoning and land use

Original document

Same meeting

Text · page 8 of 38

Read the whole document on one page (all 38 pages, each with its own heading)

This document was a scan. Its text was produced by character recognition and may contain errors; check the original for exact wording.

GENERAL NOTES
  APPUCPBLE CONE:
  [AROCNRC AATIONNL FAR BUILDING. CODE OF CANADA
  Losoues cONOMONS:
  ORZONTAL LOAD Zapst AT THE TOP OF THE WALL.
  INCREASING TO 3eopst AT THE
  TRACTOR LOMO = 124 ths APPLED 7'=0" DOWN FROM
  ‘THE  TOP APPLIED ON A 24524" AREA

  2-s0h
  ARCKFLL HOMGAT  ~ 7'-0" MM. TO 10°=0" ne,
  NOTE: THE 'T’ WALL HAS BEEN DESIGNED  BEARING MATERIAL 70 BE ORY, WELL COMPACTED, AND
  CAPABLE OF SUPPORTING ODO.“ VITER TALE TO BE
  | Y  2° HOLE FOR UFTING  FOR SPECINC LOAD CONDITIONS AS NOTED.  LOCATED BALOW BEARING STRATA
  STUBBES PRECAST IS NOT RESPONSIBLE  (CONCRETE:
  4-0  FOR WALLS LOADED OTHER THAN THE  = THE UCTUATE  28 DAY COMPRESSIVE STRENGTH fe"
  INTENDED LOADS NOTED. OVER ALL  SHALL NOT BE LESS THAN 6000 PSI,
  STABILTY OF THE WALL AGAINST SUDING  ~ THE STRPPING COWPRESSNE  STRENGTH SHALL NOT BE.
  AND OVERTURNING IS THE REPONSIBILITY OF  LESS THAN 1000 PSI,
  BACKFILL  SILO SIDE  THE CONCRETE DURMIAATY SHALL BE CLISS EXPOSURE
  THE OWNER. PLEASE CONTACT STUBBE'S  bet
  PRECAST FOR OTHER LOAD CONDITIONS.  (= THE CONCRETE SHALL HAVE A UX, anor SRE

  r Wee  NOTE: THE T WALL MUST BE PINNED OR
  BACKFILLED TO PREVENT SLIDING AND
  eS& , SySS
  & XXNA SA LX,Za
  YY,K
  Z

  ‘OVERTURNING.  RS,
  Xr

  12'-0"
  YK

  MS XY ye
  »

  mS  SHALL CONFORM  TO AZ,
  = AL CONCRETE SILL CONFORM TO Az51, 4252,
  2283  AMD 1235,
  KB

  oa
  = MUMUM COVER ON REBAR SHALL BE AS SHONN ON
  Oy
  we

  SSS N AS
  NAG\

  “TE DRANG BUT NOT LESS TH tf.
  — TOLERANCES  TO 4234-09 CLALSE 12,
7-0" NIN TO 10'-0" MAX

  SILO SIDE
  10M @ 12” O.C DRILLED
  10”  INTO T—WALL AND CAST
  INTO BUNKER FLOOR
  (4)  178 HOLES  FOR PINNING  (FOOTING AND EMEEDNENT
  2°6 HOLE FOR UFTING >  DESIGNED EY OTHERS)
  —  fe  “s~°

  | toh |
  PRODUCTION  INFORMATION
  a  on.  vou
  a  war.
  te
  roy  r  EXAMPLE:
  |  so"  SUPPORTED
  BY SLAB  ro  =  =

  a
  REVISIONS — DRAWING ISSUE
  ATE
  END  VIEW  ENED
  FOR PRODUCTION
  ELEVATION
  SCALE: Y=1'-0"  SCALE:  J'=1"=0"  SLO SIDE

  4-20M BARS W/ 4x4xi" PLATE WELDED
  TO ToP, EPOXIED INTO FOOTING.
  {FOOTING AND ENBEDWENT
  DESIGNED BY OTHERS)

  DRAWING THLE:
  12) T-WALL
  EXAMPLE  PROJECT COO  CUANTIRG
  SE CTION  ’A’  (MALE END!  SECTION  'B’ (FEMALE END)  PINNED CONNECTION
  SCALE: =  1-0”  SCALE: 1°=1'-0"
  DRAM:  SCALE:  VARIES
  CHECKED,  78  LE TaWALL,
  PROLECT Nar  DRAWINGa®
  TW1260