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902 PINE ST NORTH SOUND BEHAVIORAL HEALTH TREATMENT CENTER 2025-11-04
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902 PINE ST NORTH SOUND BEHAVIORAL HEALTH TREATMENT CENTER 2025-11-04
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Last modified
11/4/2025 1:37:49 PM
Creation date
7/13/2021 1:43:06 PM
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Address Document
Street Name
PINE ST
Street Number
902
Tenant Name
NORTH SOUND BEHAVIORAL HEALTH TREATMENT CENTER
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• ► <br /> ELBERGLASS tASM SPEC SHEET <br /> 0 0 © <br /> 1 <br /> `\ /' ® SIZE__ TYPE TOP TO <br /> © SIZE TYPE TOP TO <br /> © SIZE TYPE TOP TO <br /> INLET, DISCHARGE, OD SIZE TYPE TOP TO E <br /> VENT, CONDUIT, <br /> © - LOCATIONS -—© © SIZE TYPE TOP TO t <br /> OF SIZE TYPE TOP TO t <br /> © SIZE TYPE TOP TO S <br /> / \ © SIZE TYPE TOP TO S <br /> �/ \� FIBERGLASS BASIN SHORT SPECIFICATION <br /> ANTI—FLOATATION FLANGE <br /> SPECIFY: The resins used shall be a commercial grade polyester and <br /> ❑NONE shall be evaluated as a laminate by test or determined by <br /> ❑FIBERGLASS (ROUND) previous service to be acceptable for the intended environment. <br /> ❑FIBERGLASS ENCAPSULATED <br /> ASTM A-36 STEEL (SQUARE) The reinforcing material shall be a commercial grade of glass <br /> fiber (continuous strand, chopped—strand, continuous mat <br /> 1 and/or noncontinuous mat) having a coupling agent which <br /> will provide a suitable bond between the glass reinforcement <br /> material and resin. <br /> ,_ —0 The FRP laminate wall thickness shall vary with the wet well <br /> height to provide the aggregate strength necessary to meet <br /> the tensile and flexural physical properties requirements. <br /> The wet well FRP wall laminate must be designed to withstand <br /> wall collapse or buckling based on a hydrostatic loading of <br /> 62.4 lbs. per cu. ft.; a saturated soil weight of 120 lbs. per <br /> cu. ft.; a soil modulus of 700 lbs. per sq. ft.; and, the pipe <br /> 1 stiffness values as specified in ASTM D3753. The wet well <br /> FRP laminate must be constructed to withstand or exceed <br /> two times the assumed loading on any depth of the wet well. <br /> 1 The finished FRP laminate will have a Barcol hardness of at <br /> I I least 90% of the resin manufacturer's specified hardness for <br /> the fully cured resin. The Barcol hardness shall be the same <br /> for both interior and exterior surfaces. <br /> The wet well top flange shall have an outside diameter at least <br /> 4.0 inches greater than the inside diameter of the wet well. <br /> A four or six hole pattern shall accommodate the mounting of <br /> a cover with at least 0.25 inches in diameter 300 series <br /> stainless steel fasteners. Noncorroding stainless steel threaded <br /> inserts shall be fully encapsulated with noncontinuous mat <br /> or chopped—strand glass fiber reinforcement. The inserts shall <br /> have an offset tab to prevent stripping or spinning out when <br /> removing and reinserting cover fasteners. <br /> PUMP MOUNTING STUDS PUMP INFORMATION <br /> SPECIFY: MFR: <br /> ❑NONE TYPE: <br /> ❑SIMPLEX MODEL: <br /> QDC: <br /> ❑DUPLEX <br /> 1 Scale: None This print is ad mains confidential proprietary information owned exnurmey <br /> BASIN SPEC. SHEET Drawn By,RM he TOPP INOUmofs,wc.n iw wmshed on a stneuy ennrdemiai Visa. rhis Revisions <br /> TIfl5ii <br /> ESFirst Released 06/27/03 <br /> Reference PP Y m wu mast a used to madodure or pr¢are madman d me kerns worn <br /> Date: 06/26/03 in this print by any other source than TOPP INDUSTRIES,INC. <br /> ^f L <br /> INCORPORATED <br /> p TC Highway 25 North P.O.Box 420 Supersedes Prints Reference o cl o <br /> INC�R �RA L� Rochester,IN 46995 Prior To: Ref <br /> Phone:800/354-4534 Fax:574/223-6108 06/26/03 <br />
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