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Home My WebLink AboutBuilding Permit 09.0128 DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 2 � ADDRESS + �� ; OWNER CONTR. PHONE NO. PERMIT NO. �"" � � O FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION O SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL � PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION O MECH FINAL ❑ COMMENTS: v �WORK SATISFACTORY, PROCEED O CORREC TION AND PROCEED ❑ CORR T RK, CALL FOR REINSPECTION BEFORE COVERING Inspecto : OwnedContr: CA 7-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI uvswor� DATE TIIJIE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ( I� O ADDRESS I�S�3/� �t�5 VL V ' � ' `� OWNER CONTR. PHONE NO. PERMIT NO. ��' Z� O FOOTING O PLUMBING RI ❑ EX/GRAD/FILLING � FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI � INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL INAL ❑ PLUMBING FINAL 0 GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS: �. V � C � 2 �M�C l f� � L C 1 �� .� �� ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT TION AND PROCEED �CORR T K, CALL FOR REINSPECTION BEFORE COVERING Inspecto OwnedContr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! WSNOTI DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED � �� U ADDRESS I � L� �,'��.. � — OWNER CONTR. PHONE NO. PERMIT NO. �^'�� I O FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING � FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS: T�tfeec�(. . �'�.. '�� (�st— ��?— �7�� N �Gi V\2 �O�-L.� « �r_ P� i � �� ( c.�. �� l 1� �c � �^�.�.� �� } (,c 2 Q �a ' � � ? �<< cv g ` �� n ,�. ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! lNSNOTI DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED (p� ADDRESS ��8� j�, ��. OWNER CONTR. PHONE NO. PERMIT NO. �—' �� ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION @� MECH RI ❑ COMPLAINT ❑ FRAMING � WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS: �L,,,S��a„J�_, 6+ �vc{r �WORK SATISFACTORY, PROCEED ❑ CORREC TION AND PROCEED ❑ CORR T W RK, CALL FOR REINSPECTIAN BEFORE COVERING Inspector � Owner/Contr: -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL KEALTH h SAFETY! ❑vs�vor, � �S (�- � / -� ! ` t'��NC�t�R- K/' � �� . I C 1 � . . �� Z �� 1�� . ��e� � Z'v ,p � - - �f �.1�.� se. �� -.( 457-.�-�-�� , � i `w,' � l � ' /. / ' —, � � �� „�,,� � / � / J r f<�� ,��.��-�, _ j 1 C L`y1 "�,% !J/V / / �fL ?'/_ ��('_� � � � '� !' ; �s r,�5��7�' � � sl�•t,cF� � Gw ,y` � '�`-'�, �-`-� ,:>,� � S �. -�C t � -�-J � /;.l��L�'-c_� r�3. � � • I� ' � ' r »�_,,� �-c_�. ��a� T_ ; , � � w/4io SGI � i �`p ' �2' °C�`l� — f'7( � ' _��` °� t '� � :. �'J'��Sg �� L�..� //l•an�i,,,� �40 i �! i��p c� - �i4 - l/� �c.,� G- i 5 J'' ; � :; -r �. — —�jI �' �U �� Jf / - ' 1`v�r, .c.� �Gi-c��c -- � � ( vrv �i`� �..a� � � , ��,,.� �r /./� � ,(,. � G �/ o, � ,� � ! � ✓�' �'.�iUG. .r>,B.�i2 ,�'G�G_..f � 7 -��°��,,�;� �� /� ' /f,�'v��in! T�FL. N� � 3 ��/orE¢ I� Dfi� . � c��o � � � I �� ° � ` �� `� ��"V'�- � ( . `jx � Ic� : ► z,� oF prt� CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd ,, . TEMPORARY CERTIFICATE OF ZONING COMPLIANCE � Z� �' � AND UTILITY CONNECTION PERMIT � x r� M��'NES��P � Wh��e File pERMIT NO � Pmk City / J Se 3 Yellow Apphcant % CJ Please e or rint and si n at bottom) ADDRESS ZONING (off'ice use) 1�(� 0 —�sl� I�a r� f I2oA-D .SG— LEGAL DESCRIPTION (otlf'ice use only) LOT BLOCK ADDITION PID OWNER � s � # � ( � (Name) (Phone) (Address) ( UILD ER � L� I/l � M l�� T(/J C O N S T� G(�( d N (Phone) �� 2' 7� �� Z Z� 0 Com an Name (Contact Name) � �l A-lJ {� �l Zvt ( /�r (Phone) _� �O �i - 5 � � � 3 g � 9 (Address) n 2 nl D a � P rf S r. N C� TYPE OF WORK ❑ New Construction ❑Deck ❑Porch ❑Re-Roofing ❑Re-Sidmg ❑Lower Level Fimsh ❑ Fireplace ❑Addiuon ❑Alteration ❑Uhl�ty Connechon CODE: ❑I.R.C. �:B.C. ❑ M�sc Type of Construction: I � III IV V A� pROJECT COST/VALUE $ � 3�� O °� Occupancy Group: A B�' F H I M R S U (excluding land) Division: 1 2 3 4 5 [ heieby ceruty that I have him�shed mfoimation on this apphcanon wh�ch �s ro the best of my knuwlcdge true and correct I alsu cernfy that I am the uwner o� authorized agent for the I above-menuoned pioperry and that all conctrucuon will conform to all exisung state and local laws and will proceed m accordance with submuted plans I am aware that the buildmg offic�al can revok • it for �ust caus mthermore, I hereby agree that the city official or a designee may enter upon the property to petform necded mspe �ons �x / � o Signatu e Contractor's L�cense No Date Permit Valuation � Park Support Fee # $ .5 � 5 j;.'C'C)- . Permit Fee $ 3��7� � �� SAC # $ Plan Check Fee $ Z S� � Water Meter Size 5/8"; 1", $ State Surcharge $ Z�, �� ,— Pressure Reducer $ Penalty $ Sewer/Water Connecuon Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee s $ TOTAL DUE $ Z r � : �"¢ This i a Be es Your Building Permit en pproved Pald Z,. ReCel t NO. � 2 Date B Binidin� ticial Date This �s to cerhfy that the requcst m the above appl�canon and accompanying documents is m accoidance with the City Zonmg Ordmance and may procecd as iequcs[cd Thiti document when s�gned by the Gty Planner cunsututcs a tempoiary Cernficate of Zonmg compLance and alluws cunsauchon tu commence Befote occupancy, a Ceruficatc of Occupancy must be ISSUfd Planning Director Date Special Conditions, if any 24 hour noticc for all inspections (952) a47-9850, far (9S2) 447-4245 4646 Dakota Street Prior Lake, MN 55372 O F YR/p� G � � ��e�e� � X CITY OF PRIOR LAKE PLUMBING PERMIT � MAY 2 9 2009 � D� �''MHesot" B y � ' B'"` F''° PERMIT NO. 2 Gold �,�y �� G Z 7 Yellow Applicent Please or rint and si at bottom ADDRESS ZONING (ot�'�ce use) �r�$ t� 0 Fi � Po i hfi Q.a( 5 E LEGAL DESCRIPTION (oiFice use onty) LOT BLOCK ADDITION PID OWNER q d (Name) Zsp � � 1 (Phone) _ 1�Z�Z� � � 0� I (Address) QO �DX 53°I � APPLICANT A G = n` �,' �pl� G� �•.� 2Z� (Name) Lan d o n � .v (Phon (Address) I�D 3 Hcv�i �I Dv�v�c SUI�i�'t G N0�'hf i�-' lC� � MNl �j5 �57 (Address) (City) (Zip Code) (Contact Person) �Q � � � � ��'� r (Phone) � �, � � � ,Z � APPLICANT SIGNATURE �"I�^'�� • + ` DATE .' •Z ' G °� APPLICANT PLEASE COMPLETE BELOW Quantity Type of Fixture Quantity Type of Fixture Bath Tub with or without shower Rough-ins Dishwasher Water Heater Floor Drain Water Softner Lavatory (Bathroom Sink) Stand Pipe (Washing Machine) Laundry Tray (1 or 2 compartment sink � Sewage Ejector Shower Stall Backflow Assembly Sinks Backflow Assembly Test Bar Sink Lawn Sprinkler "w'a�er i iuset �T�iiei Ou�e: FEESCHEDULE industrial, Commercial & Multi-family i% of job cost with a$39.50 minimum Residential, New One & Two-Family $99.50 Residential, Additions & Alterations $39.50 Estimated Cost � � �� Building Permit # PLUMBING PERMIT FEE $ � � `�� STATE SURCHARGE $ .50 • �� ,, - TOTAL PERMIT FEE $ �`Z%, CJ O �orr�� use o � . r This A`'1' a ecomes o nilding Permi en Approved Paid� �� Receipt No. J .�-. -7�� / �� C� Date � ;� B Bmlding Otflciai _ I�ate `� Z j " � 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714 r ° .r 'P, . ,y�' ' �'� j�• "� ir'�,. . •!t ► # i �k « � A � � � �� ' � ^'� , � � . ' . ' ; ! ! � �� .' , . . e . .' �, ' + y ' J ' �j�� . , . ;• . ` n . , . . ' ^� � . 4� v .. . . • ti . ` . v . � .• '� + V � ` 2 � , ' • . ♦ , t '' � ' t , . s ' ' 1 ' , � . � ' � • Y . V i • � x ' •• �„ e � r .�r � SL � �C .. . .� } ." . - � � _ .i � 1 ��_ s,. ' ' 'n;.i• .'no . . �. . , t .'l , . . .��` .f �s 't . � Y � „ � • �. . , . , . •� '� . : '� ,:� �+ � : . � y � , « . . . _ r . . ; . * , . r e , , , . „ . � . ,. . 'S ',� '. . r� S � ; '+...� ' , � t � • � , �- � . . - . . �;' � ; , � tr9..` � ,.� J ' h •_ ♦ ' 1t+�Y , . ,�, � � PR/p J � � � � � � ° '� CITY OF PRIOR LAKE Date Rec'd � D� HEATING/AIR CONDITIONING/FIREPLACE PERMI MAY 2 9 2009 'y�Nxesat� B ' "'"'` F''` pERMIT NO. c� 2 Green C�tY o� � 29 3 Yellow Appliant lease or rint and si at bottom — ADDRESS ZONING (oflfice use) 15��00 �is�n Po i nt {Zoad s� LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID �� ZSD "1 l°l pv1oV' L/�ICL- SI�vA�C. �t,U�.Gt S�°°�s �l'y2•2?�P-DD�D (Address) �n X 53a Pvi or l,a� M.r� �3�'L APPLICANT ` , (Name) l..a�,v�do n l+ �v�n •L �n�i (Phone) 5�� O�iy" (Address) �� K�� C �� v'� Sl�'fi'� �.. N��'� �� 7 �aaanss) �cicy� �z�p coa�) (ContactPerson) ��! ��'�� (Phone) �J�7' �D�T��ZZ`T APPLICANT SIGNATURE � DATE �' 2 `� � b� APPLICANT PLEASE COMPLETE BELOW ❑NEW CONS � T I RUCTION � REPLACEMENT � ALTERATIONS FURNACE MAKE AND MODEL N.G, V� �oi.� FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT ❑Warm Air Planu � Steam PLEASE NOTE: ❑Gravity Hot Water Air Conditioner Units � Mechanical � Radiation Cannot Encroach into Air Conditioning ❑ Specia( Devices Required Side Yard �Vent. System ❑ Other Devices Setbacks FiREPLACE A�!Au� AP.T� ?l1n�Fr FEESCHEDULE Industrial, Commercial & Multi-Family 1%of job cost Residential, Gas Fireplace $39.50 539.50 minimum Residential, Heating & A/C (New Construction) $99.50 Residential, Additions & Alterations $39.50 Residential, Heating Only (New Construction) $64.50 Residential, AC Only $39.50 Estimated Cost $ ��l (�, 0 Q� Building Permit # HEATING PERMIT FEE $ • D � /�; ' STATE SURCHARGE $ .50 (� �� TOTAL PERMIT FEE $ � � . .5D (OfTice Use Only) This Ap ' ati n I� es , r Build� Permit W en pproved Paid�� ---� Receipt No. �r-?��- ' .: '-' v 1 � Date /.� G BY u di g 111cial Date ✓' �� G - 24 ce for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue, Prior Lake, MN 55372 � « ,,�,��''. '' . i • �, ` " .� ' . " �, � . � �� . ., �� ( - .., � • �'_ . � . F � � a . . , � � • ; t� . � ' • ' t � .e c •. � ., `� ��yi { • , � � � s ,, � _• � . • � • , � � . i • .. a '. o . , . ' � • . i . , � . ' • ' : � � • � , ' e t . • � 1 ' 1 � . ' � ' ' • �� . . w � ., , , . 1 i � � > ,.� � . .•�, ' •", . �, • .�•, :�,� ,ti .�„ _; .. `. ,. '••' y .. `. ' !i ..: ! � 4.' : " . , R . . ,� � .. ., . . . , < � � � . . Y . . • . , . , . . . . . • ,. . • ' � � ... , , , ' � " -� _. , �� , . `� '. ... ' . ;,� � . ^ . . , . . ' . . > • . � � ' .' � . , . . , i . . . I I 443 Lafayette Road N. � MtNNESOTA DEPARTMEhIT OF (651) 284-5005 St. Paul, Minnesota 55155 L,A�OR & IItiiDUSTRY 1-800-DIAL-DLI www.doli.state.mn.us TTY: (651) 297-4198 � PROJECT JURISDICTION AGREEMENT BUILDING OFFICIAL: Hutchins, Robert Dana Date: 12/22/2008 City of Prior Lake 4646 Dakota Street SE Priar Lake MN 55372 Project Title: Twin Oaks Midd Sch/Pool Mech Replacement I.ocation: City uf Yrior Lake Address: 15860 Fish Point Rd Se State Plan Review Number: 20080600 Date Received: 12/22/2008 Dear Building Official: Attached is a copy of the notice to the Architect / Engineer of the project described above as to the agreement reached between the Minnesota Construction Codes and Licensing Unit and City of Prior Lake delegating building code administration to your office as per our agreement on this project. Sincerely, CONSTRUCTION CODES & LICENSING Jerry Norman, Supervisar Building Plan Review GN:mw Attach�nent PaFormRI This information can be provided to you in alternative formats (Braille, large print or audiotape) An Equal Opportunity Employer , h 443 Lafayette Road N. � MINNESOTA DEPARTMENT OF (651) 284-5005 St. Paul, Minnesota 55155 L,A�OF� & II�iDUSTF�Y 1-800-DIAL-DLI �nrww.doli.state.mn.us TTY: (651) 297-4198 � PROJECT JURISDICTION AGREEMENT ARCHITECT/ENGINEER: Date: 12/22/2008 Josh Ripplinger Wold Architects & Engineers 305 St. Peter St St.Paul MN 55102 Project: Twin Oaks Midd Sch/Pool Mech Replacement Location: City of Prior Lake Address: 15860 Fish Point Rd Se State Plan Review Number: 20080600 Date Received: 12/22/2008 An agreement has been reached between the Minnesota Construction Codes and Licensing Unit and City of Prior Lake , whereby the PLAN REVIEW AND BUILDING INSPECTION will be done byCity of Prior Lake Please submit all plans, specifications, and appropriate fees to City of Prior Lake You must follow their submittal process and fee schedule. Please refer to our assigned project number for their tracking purposes. Sincerely, CONSTRUCTION CODES & LICENSING �- Jerry Norman, Supervisor Building Plan Review GN:mw c: Building Official PaForinRI This information can be provided to you in alternative formats (Braille, large print or audiotape). An Equal Opportunity Employer / • ., l Minnesota Department of Labor and Industry Construction Codes and Licensing Division � ��.� ��„��,�.��- �� w- ;; , Building Plan Review/Inspections � '` �� 443 Lafayette Road North : ' ' - �� St. Paul, MN 55155-4341 � ��:�; '`�♦ Phone: (651) 284-5068 Fax: (651) 284-5749 I n i t i a l A p p l i c a t i o n f o r P l a n R e v i ew www.doli.state. mn. us/buildingcodes TTY: (651) 297-4198 Please complete this application and return it to the Building Codes and Standards Unit prior to your expected plan review submittal date. This will help us expedite your project PRINT IN INK or TYPE your responses while we determine where you will make application for plan review. PROJECT TITLE PROJECTED CONSTRUCTION VALUATION �i,.1��1 D�4kC5 Nt�DDt,� S�Kao�- �oo�. ��GN. �E�Pt-�CG�MEr1 �5D0 000 ADDRESS ANTICIPATED START DATE (+�'8�0 '��st� �0„�1' �p, �� 8• Z� , Zooq CITY OR TOWNSHIP WHERE LOCATED "`* PLEASE VERIFY'`"* COUNTY (��...o�- 1.,�.C.�- M+�1 �"53� 2- Sc v-t�' Go� iJ OWNER (OR STATE AGENCY IF APPLICABLE) CONTACT PERSGN In►DEP�vD"r�JT �-H� iSTR-IL i � 1 �tM P�� ADDRESS PHONE �1y4 0 - �o �,.� �.GZ 5 S'� �y Z 2 Z� b�'� y CITY STATE ZIP CODE FAX �� 2� 6� � q �2.c ts2 L�c K� N 'SS 3� 2 DESIGN FIRM PROJECT CONTACT W o�D �2.�.*t ��c.T S c�l �� i �.1 t=rrR-5 �.J o S � e?� ts �'E-K--- ADDRESS PHONE �s Sz �-r�.�- �-r- 6yt Zz7 7 7 7 3 CITY STATE ZIP CODE FAX �' ��v �• '� 5�'ro2 GSl 2�3 5'� 4�v E-MAIL �'t��-��oLD�-� ,cd�e PROJECT TYPE ❑ Public (state-owned) building paid for by the state or other state agency for: ❑ National Guard ❑ Historical Society ❑ MN Zoo ❑ D.O.T. ❑ D.N.R. ❑ Iron Range R ❑ MNSCU (State College or University) ❑ State Hospital ❑ State Home ❑ Capitol Complex 0 Public school district building of $100,000 or more in construction cost ❑ State Licensed Facility licensed as a: ❑ Hospital ❑ Nursing Home ❑ Correctional Facility ❑ Boarding Care Home ❑ Supervised Living Facility ❑ Free-standing Outpatient Surgical Center ❑ Residential Hospice CLASS OF WORK ' ❑ New Building Construction ❑ Addition ❑ Remodeling ❑ Other, specify IBC OCCUPANCY CLASSIFICATION(S) IBC TYPE OF CONSTRUCTION �► T�cPE � PROJECT DESCRIPTION Tl�l� �XI STrN� '�ool. �� a��41. &�j�Pl,,�c.�.v�'E9JT 0� t� PotLT� o� D� �� }{V�- SYSTF'.�.� r W�TrI INS?.��-L+ac�'"io1.1 oF 7J=.�.�1 1�cN1t1J1 cy�L �Al1T�j �sSac��-r�.� c��-i,�[-� � 'Ro�r C��PA��R �P��i��..MF�T Upon receiving this completed initial application, we will confirm proper jurisdiction for the pro�ect, assign a pro�ect number, and determine who will do plan review and inspections. Within a few days we will notify you in writing of the project number, where to submit your documents for review, and how inspections will be handled. If delegated to the municipality, you will need to follow their procedures and fee schedule. Otherwise our standard application process will need to be followed. I com leted the information on this a lication and understand that it does not authorize the start of construction. APPLICANT NAME (PRINT) APPLICANT SIGNATURE DATE This material can be made available in different forms, such as large print, Braille or on a tape. To request, call 7-500-342-5354 (DIAL-DLI) Voice or TDD (651) 297-4198. BCS 01 (12/07) 1 MINNESOTA OFFICE - O 3OS ST. PETER STREET ST. PpUL. IVSINNHSOTA SSIOZ - R E C E � �� 651.227.7773 � Fex 651.223.5646 WWW.WOLDAE.COM TO: �ospective Bidders JAN U 620py MAIL�WOLDAE.COM MINNESOTA ILLINOIS �pM Wold Architects and Engineers �ICHIGAN COLORwDO DATE: December 30, 2008 COMM. NO: 072196 SUBJECI': Addendum No. 1 for Bidding Documents for the: Twin Oaks Middle School Pool Mechanical Replacement Prior Lake, Minnesota BIDS DLTE JANUARY 8, 2009 AT 2:00 P.M. This addendum forms a part of the Contract Documents dated December 18, 2008. Acknowledge receipt of this Addendum on the space provided on the Bid Form. Failure to do so may result in disqualification of Bid. This Addendum consists of three (3) typed sheets and attachments: Specification Sections: 09 30 00, 23 Ol 30 Drawings: R1/A1.10, R2/A1.10, R3/COVER, Rl/Ml.l, Rl/M2.0, R2/M2.0 PROJECT MANUAL 1. SPECIFICATION SECTION 03 30 00 CAST-IN-PLACE CONCRETE. A. At Chart 2.03.D., revise first cell to read as follows: "Slurry Slabs/Infill Slabs/Chase Caps (Floor)" 2. SPECIFICATION SECTION 09 30 00 TILE. A. Issued this addendum. � 3. SPECIFICATION SECTION 23 Ol 30 HVAC AIR DUCT CLEANING. A. Issued this addendum. 4. SPECIFICATION SECTION 23 '73 13 INDOOR POOL AIR-HANDLING , UNITS. A. Refer to Paragraph 2.02.B.1. Revise internal liner from 16 gauge to 18 gauge. 5. SPECIFICATION SECTION 26 OS 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS. A. Refer to Part 1.04. Add Paragraph E to read as follows: "Provide a report stating the condition of all existing raceways being reused. The report shall include location of existing conduit, where conduit starts and ends, and whether above or below ground, or in slab. Page 1 of 3 W O L D A R C H I T E C T S A N D E N G I N E E R S , DRAWINGS �- O 1. DRAWING COVER SHEET. � A. At cover sheet, see R3/COVER. � 2. DRAWING A0.10 TUNNEL AND NATATORIUM DEMOLITION PLANS. MINNESOTA A. At Demo Plan Keynotes, revise Noxe #3 to read, "R�M'OVE EXISTING ILLINOIS LOUVER ASSEMBL'Y AND PORTION OF EXIST. MASONRY WALL MICHIGAN AS REQUIRED FOR INSTALLATION OF NEW LOUVER ASSEMBLY CoLOxwno AND ASSOCIATED LII�TT'EL. SEE FLOOR PLAN AND MECHANICAL FOR ADDITIONAL INFO. — REF. DETAILS C7/Al.l l, D7/A1.11, E7/Al.l l AND B7lA1.11. PROVIDE AND REMOVE TEMP. SHORING AS REQUIRED." B. At Demo Plan Keynotes, revise Note #4 to read, "�ZEIviOVE EXISTING MASONRY WALL AS REQUIRED FOR INSTALLATION OF NEW LOUVER ASSEMBLY AND ASSOCIATED LINTEL. SEE FLOOR PLAN AND MECHANICAL FOR ADDITIONAL INFO. — REF. DETAILS C7/A1.11, D7/Al.l l, E7/Al.l l AND B71A1.11. PROVIDE AND REMOVE TEMP. SHORING AS REQLIIRED." C. At Demo Plan Keynotes, revise Note #6 to read, "SAWCUT OPENING THROUGH EXISTING PRECAST CONC. T'S AS REQUIRED TO INSTALL NEW EXHAUST FAN. SEE MECHAIVICAL FOR ADDITIONAL INFO. — SEE DETAIL E9/A1.11. D. At Drawing F6, revise both 8'-0" x 4'-0" access holes from 1'-0" away from the wall face to 1'-6" min. E. At Drawing F6, on access holes in northwest corner and southwest corner, add dimensions to read, "6'-0" x 4'-�"". 3. DRAWING A1.10 TiTNNEL AND NATATORIUM PLANS. A. At Drawing F6, see R1/A1.10, issued this addendum. B. At Drawing F6, see RZ/A1.10, issued this addendum. 4. DRAWING Al.l l ROOF PLAN AND DETAILS. A. At Roof Plan Keynotes, revise Note #2 to read, "PROVIDE PIPE SUPPORTS AT 4'-0" O.C. MAX. SEE DETAIL G7/A1.11:' B. At Drawing F1, revise four notes from "F?/A1.11" to "G7/A1.11". C. At Drawing F1, revise two notes from "GS/A1.11" to "HS/A1.11". D. At Drawing E9, delete "EXIST. OPEN. F.V." E. At Drawing Fl, add two patching areas with notes referencing D9/A1.11. Locations to coordinate with existing exhaust fans shown on Sheet M2.0, Drawing F 1. 5. DRAWING Ml.l TUNNEL AND NATATORIUM LEVEL PIPING NEW WORK PLANS. A. Refer to the attached Drawing R1/M1.1 for revisions. 6. DRAWING M2.0 MECHANICAL ROOF PLAN AND TUNNEL SECTIONS. A. Refer to the attached Drawing R 1/M2.0 for revisions. B. Refer to the attached Drawing R2/M2.0 for revisions. Page 2 of 3 W O L D A R C H I T E C T S A N D E N G I N E E R S O 7. �w't�ViAi� M3.0 MECHANICAL SCSED[JLES AND DETAILS. A. Refer to the Air Handling Unit Schedule. Revise the supply fan horsepower � from 7.5 to 10 on AHU-1, and the fan size to 22". B. Refer to the Air Handling Unit Schedule. Revise the fan size to 22" on AHU- 2. MINNESOTA C. Refer to the Condensing Unit Schedule— Air Cooled. Revise the MCA from ILLINOIS 49.4 to 71.8 for CU-1 and CU-3 MICHIGAN D. Refer to the Sump Pump Schedule. Revise model no. from 1421 to 1409. COLORADO Revise horsepower from 1!2 to 1l3. 8. DRAWING El.l ELECTRICAL TUNNEL AND NATATORIUM LEVEL — REMODELED PLANS. A. Refer to GENER.AL NOTES, add note "F" to read as follows: "IN .AREAS WITH CHLORINE IN THE ATMOSPHERE ALL METAL COMPONENTS, SUPPORTS AND FASTENERS SHALL BE MADE OF STAINLESS STEEL #316L MATERIAL." B. Refer to Detail F 1; southwest corner of tunnel, existing sump pump shown by circle located 15' north of south wall and 5' east of west wall. This sump pump is being replaced by the Mechanical Contractor and has a cord and plug wiring connection. Electrical Contractor shall replace the existing receptacle with a new 20A GFIC receptacle and provide all wiring, connections and a new coverplate. C. Refer to Detail F6; new exhaust fans EF-1 and EF-Z are being relocated to the west side of the pool, rather than reinstalled at their existing locations. Motor EF-lis relocated to approximately 22' south of north pool wall and 24' east of west pool wall. Motor EF-2 is relocated to approximately 22' north of south wall of pool and 24' east of west pool wall. Route new conduit through tunnel to new mechanical chases in Northwest and Southwest corners then up to roof. Route conduit exposed on roof from chase to exhaust fan, provide conduit supports per detail G7/A 1.11, space as required by code. Exposed conduit be IMC. END OF ADDENDUM #1 Page 3 of 3 W O L D A R C H I T E C T S A N D E N G I N E E R S � MINNESOTA OFFICE MINNESOTA WOLD ARCHITECTS AND ENGINEBBS O ILraxo�s 3og Sr . PETEB STREET � MiCH1GAN ST. PAUI.� MINNESOTA 55102 � CoLOxnno T$L: 65 i.zz7•7773 Fex: 65i.xs3.g646 NOTE: INFILL TEMPORARY 4'-O'X8'-O" FLODR OPENINGS W/ 10" GONG. SLAB (F:G=4,000 PS11. REINF. N #5 • 12" O.G. BOTT. EA. WAY. AL � SLAB RETNF., DOWELS, GHAIRS A 6 TIE WIRE TO BE EPDXY GOATED. � DO NOT OVERGUT OPENING. 4 I G3 q � a,i.�i ; � „ 4 . - 1 r', , — -� 3 (+/- 20'-O") �3 - - - - - . . _ ._ - -� � n�.n _ . . ...._. � ..._.. G9 � � t, •e. A1.11 � AI.11 � : �; .� . _ ir� 5 : � t� .��.. iA I 3 (+/- 2G Li " �/ >. •o I � ` ,I�I _ _ . _� ._ _ ._ . _ ._. ; D� � ( . � -- - ~ � - • - - - - ---- - - � k . L �� s— —G.� f \\ � AI.It � i ' `fl ' �{ A I 11 G. TILE EXTENTS : =XIST.SGOREBOARD - . ABOVE � f PROVIDE �ONG. GAP - . 5EE DEFAIL H91Ai.11 - � • - SUBJECT ADDENDUM 1 DATE: 12/18/2008 COMMISSION N0: 072196 R � REVISIONS � REV_ DATE 12/30/2008 �.�0 � MINNESOTA OFFICE MINNESOTA WOLD ARCHITECTS AND ENGINEEFS 0 ILLINOIS j05 $T. PETER $'IREfiT � MICHIGAN ST. PAUI.� �'lINNESOTA 55202 COLORADO TEL: G51.22'J.��'73 Fax: 65i.zz3.g6q6 :ONG. BLOGK Z PAINT NAVY � H3 �REBDARD - _ G. TILE EXTENTS :ONG. GHASE 5 L2 `Q A � `TAIL G9/At.11 r ' — — 1 ; I i � '�1 G9 ' . � AI.I) � _ � : . � .D � ' 5 �� '% ��. � � � G3 3 (+/- 2D'-o'J O � cA Ai.11 � G3 ' '-2" -� AI.11 AI.II 5na. � L ._ J 4 3 +/- 2o'-ofl) - 1 4 ; ' � G3 At.fl 4 ; � b ' � . � :, t j . i i 3 ' � } � � a � f SUBJECT ADDENDUM t DATE: 12/18/2008 COMMISSION N0: 072196 R2 REVISIONS � REV. DATE 12/30/2008 �.�0 � MINNESOTA OFFICE MINNESOTA WOLD ARCHITHCTS AND ENGINEERS O I�aaNO�s 3og S'r. P�a SrxEe�r � MICHIGAN ST. PAUL� MINNBSOTA S5102 _ COLORADO TEL� 651�227�7773 Fnx: 65i.zz3.5646 • ' .� � • . . • '. I �� — — — — � 5T/-�6ING . � . I I� I �RE� � �� I � �� WORK � I I� ARE� � GONTRP�GT01� � ENTR�NGE - - - - - -� (POOL E�ITI�ANGE) TW MIDD 1 .� � �_ 1 .�:�.��.�.. � . � - - -� � . . = � � : � � � .� I NT� RI - �� - �I AR I - �.�� I I - � �� . �� .I I = SUBJECT ADDENDUM 1 DATE: 12/18/2008 COMMISSION N0: 072196 R3 REVISIONS � REV. DATE 12/30/2008 O�E 1� • ' • MINNESOTA OFFICE MINNESOTA WOLD AHCHl1'BCTS AND ENGINBBBS O I�rrots 3og Sr. ParBS S�sax � MICHIGAN ST. PAUL� MINNESOTA SSIO2 � Cowxnno Ts�: 651 sz7•7773 Fea: 65 i.zz3 (2) EX. SAND POOL MEGH ROOM , ............................ FILTERS `. : : ,;� �--EXISTING BAGKWASH PROVIDE A NEW 6" �� i� PIT WITH FLOOR :: . :: : PVG BUTTERFLY : � :� � � ` �� : � :: :.... _ ......:...:.....::. ` i : DRAIN EX. 6" PVG VALVE IN b :� :: a:` BAGKWASH PIPE. BAGKWASH PIPING �> ' � f ' :: . � : : : FROM EAGH SAND `` ' � � � ., ;: : . ............................� : ' : FILTER. 2 TOTAL. �; :� ....:.....:......: � : : ' . Y2 POOL EX 1 �; :: ..:; ;�; ; ° � �HEATER PIPING EX. FAGE PIPING' �� ;.. y ` . ' Y .:..:...... ':• ; ; : A55EMBLY #, :.. �.......' >� .......................€---:...: : � >� : ..................... . ' ,..........� .......::......... . : . . : : € PROVIDE NEW 8" :� : � .......�::.......• ....:...:.......: ,,.:..: : : PVG BUTTERFLY �; �� EX. 8" PUMP 5UG7ION VALVE AND (2I NEW �� ; ; ° ...... .......... :..>` : LINE. GAPPED 8" PVG ?< ; � '`� � '�` '• : � ... . . ,...... . ......: •. g ��.,.�- .� —'. EX. 8" PVG TEES FOR FUTURE W :€: s.:• '� ' ;" . ..... ....,: . .:. .. .........................� > �:: : RETURN TO UNIT. INSTALL IN < w�::.:�:: ,•:.,;.:.. K: P ........................ ��.:,<.:.:.:.:.€.;� € . :.... � . . . . , • . . � . , ,. : s: .,.:.:.:.# .:.:.:.:.:. :: RETURN LINE TO ��'��-' .: OOL. � POOL. ''��.: ;:..:...>....;...:...':: . � � ,. .�� ._._...w. 3.....,.,�.:s..AY ' .aw:L:x�.:�eoa�., ..................................................................................... ........................................................�. "�: ....................................................................................... ......................................................i ............................................................... ........................................, ;............ ... ^\ BUTTERFLY VALVE: PVG THERMOPLASTIG, LINED BODY, EPDM 5EA75 AND 5EAL5, :�X�: � WAFER STYLE. THE DI5G5 SHALL HAVE `�'�" .�........,.....,_ ...............w........�....,.,.......,.....,.... .,..,..�........ .....,............ : ................................................................ ............��.�.- .�`"��:.I�„�i�...�".�.�!?CL�...�.'.. A1��..��:`��M:.... � �STE STEM SHALL BE STAINLE55 STEEL. PROVIDE �: �� HAND WHEEL OPERATOR DESIGNED TO HOLD: : :........... � ' VALVE IN INTERMEDIATE POSITION. ` ` ? PIPE: SGHEDULE 40 PVG WITH SOLVENT .......�. `` WELD FITTINGS. GOMPLY WITH ASTM D1784, �' � --��°°°� AND D1785. _...._,,� REMOVE AN[� SALVAGE FLOOR ,- DRAIN ANID �VASTE PIPING A5 = REQUIRED �(7R AGGE55 OPENING IN � �� POOL DEGK.: REINSTALL FLOOR : `• : ��-�� DRAIN AN[� 1NA5TE PIPING BEFORE PATGHING.: ; �:: � ;M: ' �, ..........................: : ; : ;: ::�.....�...... SUBJECT RE1/ISION TO DRAWING"�1.1 � DATE: 12/18/08 COMMISSION N0: 072196 R� REVISIONS QqDDENDUM #1 REV. DATE 12/30/08 M�.� 5: V 5D7�_OAKRID6F0721%WffLH�LD W 1.IDMG HqWC o t]!j0/2pp6 u tp,1423 o PJA t • • � • MINNBSOTA OFFICB O MINNHSOTA WOLD ARCHITECTS AND ENGINBBAS ILLINOIS 305 $T. PB1'EH $7'B88T � MICHIGAN ST. PAUL� MINNBSOTA SSIO2 � COLORADO T$�: 651 • Fex: 6gi.ss3.g646 � HANGERS SUPPORTING PLENUM � �ROM ABOVE SUPPLY AGGE55 AGGE55 FAN FAGE & ��QJ�� , { ...... .........._........_.....r..,...M.�.�_�. �.... _.: 8... PA 5 REHEAT GOI � 1� EAM AGGE55 2N A M. . 18X4 ,�1 IL DX GOIL FILT 5 . . . . . 42X18 . , :. . . � f; : . • ----:.::�... ' �' '� .: : r. _ �� ..... :�':'... � ::.�:-' �W� . : � �.�: �.-�� . � ,% ' `�i :E :< Y . : i �� ' i z i: Y i :; �,; � ' } j : � ♦.... y.: � • ': �:�...�.�. ' : $ �r .�, z:: �� £ '�} . � ., ... : . ` AHU ,... f.. : ;`_._: `�,. :..,: >� ,. • "•�'`. : . •�. . ..:: = , .... . : . < . . . : < : . . ,.:�: ,.. .' . 4 . . >.,.:-�--.�,...: .. : : : : . ..;.•,•. :.: ; � a. • . . . ,•.,, • :. ; : . : : : : ;; v"'--"•,,.., , . , ; : � �.; � W: ...+.? .............: . ,.at.........a2. : � :...... ....� . ` ; . ;............: : : Y ' . . . . . . .......... . ...: : : t t , `.... .....,,,.. ............,..._...�.,..a.,..v...........�...........,..,..,M...........,......_ 4 .�.�....�,.' BASE RAIL,.._�...,. .......... ...........�.......M.,... MAN YP 55 w.,w.,.,,. ..... . . ...., -�_. . DAMPER � PROVIDE DOUE �� TU1��1�L S�GT�O1� �� 1� IN EAGH SEGTI �I4 = � —O GONDENSATE I SUBJECT REVISION TO DRAWING fi1�.0 DATE: 12/18/08 COMMISSION N0: 072196 R � REVISIONS �qpDENDUM �t REV. DATE 12/30/OS Z.O S��ISD7 KNlS_OHKRiDCaEb721%WlGMLD W 2D.DIiC HAYK a tZ/jp/2pp8 o 8,5,4 o PJA � • ' • Mnvrrr.soTa MINNESOTA OFFICB O WOLD ARCHITECTS AND ENGINBBRS Iunvois 305 ST. PaTSa S� � MICHIGAN ST. PAUL� MIIVNESOTA 5SIO2 COLORADO TEL: 65 i •22�.7773 F�: 65i.sz3.5646 HANGERS SUPPORTING AHU FROM ABOVE PLENUM AGGE55 ......... FA�..�.. $�._.,.....,..,.,.,....k�.Z�••��--......... ....... .x,....,,,� ................. ..,...v. . . 54X16 .........,,.......,.......,w....,,.,StiPPLY...... gYPA55 AGGE55 qN REHEAT GOI �v. v. _w � ; ' i i : , � " ; �� EqNi AGGE55 �° A M. L�� - �� IL DX GOIL FIL S t i � ... �n. � ....... • ` :• � i �... : . {'�,.�..... . v . : ............ :va� i . . ... ,. . . , • , . •... . ... + . . : : . • $y \ ' > 'i � 'sv •{ ••f �� : � ,�^ � ';.. ' } : ;.,:.� .�"" �� 2 •�. . .. . • � • .� : .: ; � ..:. �.. � ; � AHU . ': ...;k: � � � ` � �,,�.{ .1 .. . _ �� , .:.�;<:: } ''��'� x :� :� > � I � 2 t ,'.,w.Y- .... ..,' Yyq •�4 '. '��.. . • � �£ _ � `G .iG' +...�..........1 . : � S.. ... ... . . . �,.... � � . ...� . . . �+ ' . : ' �. �...........r - � . : � EX GONDEN ' ' ' � � ` � > � � . ......... ..... �• � I : REGEIYER 4"..BAS�-RA.�IL ,,. ..........1"JA�lI�/,�1�„BY..P..�+ ..�,�.�,.,,,.,,�.., _.....---- --.,� ........ ..........�.,,.,.. .........w_.....�... ....,...,��,... ,...... DAMPER � PROYIDE DOUBL IN EAGH SEGTIO TU1�1��L. S�GTI01� - 50UT� GONDENSATE DF �6 v4p = �,�„ , svBaECT: RE1/ISION TO DRAWING M2.0 DATE: 12/18/08 COMMISSION N0: 072196 R2 REVISIONS Qqpp�p� �� REV. DATE 12/30/08 2.O 5:�I5D71TE�_OAKRIDGE�07]I96V�IhGDW2ADWFs HAWK o 17lj0l2008 c> 9:5:I7 o PJA • SECTION 09 30 00 TILE PART 1: CENERAL 1.01 RELATED DOCUMENTS A. Drawings, Details of Construction and general provisions of Contract, including Genera[ and Supplementary Conditions and Division-1 Specification Sections, apply to work specified in this section. 1.02 SUMMARY A. Section includes: t. Removal of concrete curing compound on tile installations installed directly over concrete substrates. 2. Ceramic tile on floors. B. Related work specified in other sections: 1. Concrete Substrates - Section 03 30 00. 1.03 SUBMI7TALS A. Submit samples for colors on l2" x 12" panels in duplicate for each tile specified for Architect's selection and approval. B. Submit two (2) samples each for each different trim piece required for this project. C. Furnish Master Grade Certificates to Architect for all tiles, indicating compliance with TCA 137.1-76. D. Submit product information on grout and samples indicating color range anticipated texture. E. Submit samples of sealant that match grout color. 1.05 REFERENCE SPECIFICATIONS A. The latest edition of following specifications and standards are incorporated by reference. 1. Tile Council of North America, Inc., Handbook for Ceramic Tile Installation. 2. American National Standard Specifications for the installation of ceramic tile (ANSI). B. Maintain a copy of publications in the Contractor's office, available for reference. 1.06 PRODUCT HANDLINC, DELIVERY AND STORACE A. Package, handle, deliver and store at the job site in original unbroken containers in a manner that will avoid damage or contamination. All containers shall bear grade seals, manufacturer's name, size, color and quantity. 1.07 JOB CONDITIONS A. Set and grout tile when ambient temperature is at least 50° F. and rising. No. 072196 09 30 00-1 Tile PART 2: PRODUCTS 2.01 APPROVED MANUFACTURERS A. Manufacturers listed in this specification are approved under the following conditions: I. A manufacturer listed in both the specification and the Material Finish/Color Schedule, Section 14000 of Details of Construction is not required to submit a pre-bid approval. 2. Manufacturers listed in this specification, but not in the Materia} Finish/Color Schedule, Section 14000 of Details of Construction shall submit color samples for pre-bid approval by addendum. Refer to Section O1 25 00. 3. When no colors are listed in the Material Finish/Color Schedule, Schedule 14000 of Details of Construction, any manufacturer listed in this specification is not required to submit a pre-bid approval. 2.02 CERAMIC FLOOR T1LE A. Manufacturers: Products by Dal-Tile are specified. Products by Winburn, Lonestar, American Olean and Florida Tile aze acceptable. B. 100% Porcelain Floor Tile i" x l". 2. Colors: To match existing. 3. Patterns: Provide as shown on drawings. 2.03 SETTING MATERIALS 1. Manufacturers: Products and systems by Bostik Construction Products are specified. Equivalent products and systems by Ardex, Mapei, Bonsal, H.B. Fuller, Laticrete, Custom Building Products, and American Olean are acceptable subject to approval of submittals. 2. Tile Setting Systems: a. Setting bed for tile on concrete slabs-on-grade or masonry walls: Acrylic latex modified thin set meeting ANSI A 118.4, Hydroment "Tile Mate" mixed with Hydroment "Multi-Purpose Acrylic Latex Mortar Admixture". 3. Grout a. For glazed ceramic and mosaic tile: Acrylic latex modified grout meeting ANSI A118.6, Hydroment "Designer Series Ceramic Tile Grout" mixed with Hydroment "Multi-Purpose Acrylic Latex Grout Additive". 4. 1} Color: To match existing. 2.08 MISCELLANEOUS MATERIALS A. Sealant: One component silicone, color to match tile grout. B. Silicone sealer for tile joints: "Grout Sealer" at manufactured by Aqua Mix, Inc. C. Cleaners: As manufactured by Hillyard Chemical Company or American Olean. D. Crack/Juint isolation and waterproofing membrane: Laticrete Hydroban. Waterproofing membrane shall be used for tile on floors in toilet rooms, locker rooms and showers in above grade locations. No. 072196 09 30 00-2 Tile 2.09 EXTRA STOCK A. Fumish I% of each type/shape/%olor of tile used on this project to Owner as maintenance stock. PART 3: EXFCUTION 3.01 EXAMlNAT10N OF SURFACES � A. Inspect surfaces to which tile is to be applied. Commencement of work implies acceptance of surface and assumption of responsibility for satisfactory results. 3.03 SETTIIYG BEDS A. Floor tile without mortar bed: Thin set acrylic latex modified cement mortar (TCNA F 113). 3.04 TILE INSTALLATION A. General 1. Installation and workmanship shall be in accordance with ANSI Specifications and as specified herein. The printed instructions of the tile manufacturer and the manufacturer of proprietary mortars and grouts shall be followed where applicable. 2. Before commencing work, establish field pattern and border line locations and center the work symmetrically so that no tile need be cut to less than half size. Cut tile at base so top of base is level around entire room. Joints in wall tile shall be aligned vertically and horizontally; staggered joints will not be accepted. Rub exposed edges smooth. B. Expansion/Contraction Joints: Locate expansion/contraction joints and other sealant filled joints, including control, contraction and isolation joints, in all inside comers, building control joints, where indicated on drawings and if not indicated, at spacings and locations recommended in TCNA "Handbook for Ceramic Tile Installation", and approved by Architect. C. Crack isolation membrane: Install over minor cracks and non-structural slab joints to prevent transmission of cracking to tile. Strictly follow membrane and mortar manufacturers' printed instructions. D. Waterproofing membrane: [nstall per manufacturers printed instructions, including two wet on wet applications @ 20-30 mils thick. Full bonding to metal and PVC. I. Perform 24-hour flood testing. Repeat application as required until flood test passes. E. Remove concrete curing compound with shot blasting or other appropriate mechanical means and vacuum floor on installations without mortar bed. F. Existing Surface Preparation: Completely remove all paint, soap scum, wax, coatings, oil, etc. from existing surfaces to receive tile. Perform mechanical abrasion with a carborundum disk fotlowed by a clear water wash. Use other cleaning methods of soapless detergents, commercial tile cleaners or solvents or acids if required to adequately prep surfaces. Substrate must be thoroughly rinsed and dry before setting the new tile. No. 072196 09 30 00-3 Tile 3.05 CLEANING, PATCHING, PROTECTION, SEALING A. After completion, clean all work, point open joints and replace defective work. B. Cleaning and Sealing 1. Ceramic Porcelain Tile Walls, Floors and Base: Clean with water, rinse and allow to dry. Apply one coat of silicone sealer. Wipe excess sealer from face of tile. C. Protection l. Floors: Close off workspaces to traffic during installation and at least 48 hours after completion of work. 2. Finished tile floors: Covered with clean building paper before foot traf�ic is permitted on them. Place board walkways on floors that are to be continuously used as passageways by workmen. Protect tiled vertical outside corners with board corner strips in areas used as passageways by workmen. 3. Remove protection just prior to substantial completion and re-clean tile as necessary. END OF SECTION 09 30 00 No. 072196 09 30 00-4 Tile SECTION 23 Ol 30 HVAC AIR DUCT CLEANING PARTI:GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.02 SiTMMARY A. Section includes cleaning HVAC ducts per Alternate #1. 1.03 DEFI1vITIONS A. ASCS: Air systems cleaning specialist. B. NADCA: National Air Duct Cleaners Association. 1.04 SUBMITTALS A. Qualification Data: For an ASCS. B. Strategies and procedures plan. C. Cleanliness verification report. 1.05 QUALITY ASSURANCE A. ASCS Qualifications: A cerhified member of NADCA. 1. Certification: Employ an ASCS certified by NADCA on a full-time basis. 2. Supervisor Qualifications: Cerkified as an ASCS by NADCA. B. Cleaning Conference: Conduct conference at Project site. 1. Review methods and procedures related to HVAC air-distribution system cleaning including, but not limited to, review of the cleaning strategies and procedures plan. PART 2: PRODUCTS 2.01 DUCTWORK ACCESSORIES A. Provide access doors per Specification Section 23 33 00 as required to perform air duct cleaning. PART 3: EXECUTION 3.01 EXAMINATION A. Examine HVAC ducts, plenums, and system components to determine appropriate methods, tools, and equipment required for performance of the Work. No. 072196 23 0130-1 HVAC Air Duct Cleaning B. Perform "Project Evaluation and Recommendarion" according to NADCA ACR 2006. C. Prepare written report listing conditions detrimental to performance of the Work. D. Proceed with work only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Prepare a written plan that includes strategies and step-by-step procedures. At a minimum, include the following: 1. Supervisor contact information. 2. Work schedule including location, times, and impact on occupied areas. 3. Methods and materials planned for each HVAC component type. 4. Required support from other trades. 5. Equipment and material storage requirements. 6. Exhaust equipment setup locations. B. Use the existing service openings, as required for proper cleaning, at various points of the HVAC system for physical and mechanical entry and for inspection. C. Comply with NADCA ACR 2006, "Guidelines for Constructing Service Openings in HVAC Systems" Sectioa 3.03 CLEANING A. Comply with NADCA ACR 2006. B. Remove visble surface contaminants and deposits from within the HVAC system C. Systems and Components to Be Cleaned: I. Ductwork: a. Supply-air ducts, including tuming vanes, to the air-handling unit. b. Return-air ducts to the a�r-handling unit. D. Collect debris removed during cleaning. Ensure that debris is not dispersed outside the HVAC system during the cleaning process. E. Particulate Collection: 1. For part�iculate collection equipment, include adequate filtration to contain debris removed. Locate equipment downwind and away &om all air intakes and other points of entry into the building. 2. HEPA filtration with 99.97 percent collection efficiency for particles sized 03 micrometer or larger shall be used where the particulate collection equipment is exhausting inside the building. F. Control abrs and mist vapors during the cleaning and restoration process. G. System components shall be cleaned so that all HVAC system components aze visibly clean. H. Clean all air-distribution devices. I. Clean visible surface contamination deposits according to NADCA ACR 2006 and the following: 1. Ensure that a suitable operative drainage system is in place prior to beginning wash-down procedures. No. 072196 23 0130-2 HVAC Air Duct Cleaning J. Duct Systems: 1. Create service openings in the HVAC system as necessary to accommodate cleaning. 2. Mechanically clean duct systems specified to remove all visible contaminants so that the systems are capable of passing the HVAC System Cleanliness Tests (see NADCA ACR 2006). K. Debris removed from the HVAC system shall be disposed of according to applicable Federal, state, and local requirements. L. Mechanical Cleaning Methodology: 1. Source-Removal Cleaning Methods: The HVAC system shall be cleaned using source-removal mechanical cleaning methods designed to extract contaminants from within the HVAC system and to safely remove these contaminants from the facility. No cleaning method, or combination of inethods, shall be used that could potentially damage components of the HVAC system or negatively alter the integrity of the system. a. Use continuously operating vacuum collection devices to keep each section being cleaned under negative pressure. b. Cleaning methods that require mechanical agitation devices to dislodge debris that is adhered to interior surfaces of HVAC system components shall be equipped to safely remove these devices. Cleaniag methods shall not damage the integrity of HVAC system components. M. Antnnicrobial Agents, Coatings, and Sanitizers: 1. Apply antimicrobial agents, coatings, and sanitizers if active fungal growth is reasonably suspected or where unacceptable levels of fungal contaminarion have been verified. Apply antirnicrobial agents and coatings according to manufachuer's written recommendations and EPA registration listing after tbe removal of surface deposits and debris. 2. When used, antimicrobial treatments, coatings, and sanitizers shall be applied after the system is rendered clean. 3. Apply antimicrobial agents, coatings, and sanitizers direcfly onto surfaces of interior ductwork. Fogging is prohibited. 4. Sanitizing agent products shall be registered by the EPA as specifically intended for use in HVAC systems and ductwork. 3.04 CLEANLINESS VERIFICATION A. Verify cleanliness according to NADCA ACR 2006, "Verification of HVAC System Cleanliness" Section. B. Verify HVAC system cleanliness after mechanical cleaning and before applying any treatment or introducing any treatrnent-related substance to the HVAC system, including biocidal agents, coatings, and sanitizers. C. Perform visual inspection for cleanliness. If no contaminants aze evident through visual inspection, the HVAC system shall be considered clean. If visible contaminants are evident through visual inspecrion, those portions of the system where contaminants are visible shall be re-cleaned and subjected to re-inspection for cleanliness. D. Addirional Verification: 1. Perform surface cornparison testing or NADCA vacuum test. 2. Conduct NADCA vacuum �avimetric test analysis for no�orous surfaces. . E. Prepaze a written cleanliness verification report. At a minimum, include the followiug: 1. Written documentation of the success of the cleaning. No. 072196 23 0130-3 HVAC Air Duct Cleaning . 2. Site inspection reports, inirialed by supervisor, including notatioa on areas of inspection, as verified through visualinspecrion. 3. Suzface comparison test results if required. 4. Gravimetric analysis (nonporous surfaces only). 5. System areas found to be damaged. F. Photograpluc Documentation: Comply with requirements in Division Ol Section "Photographic Documentation." 3.05 RESTORATION A. Restore and repair HVAC air-distnburion ducts according to NADCA ACR 2006, "Restoration and Repair of Mechanical Systems" Section. B. Restore service openings capable of future reopening. Comply with requirements in Division 23 Section "Ductwork." Include location of service openings in Project closeout report. w C. Ensure that closures do not hinder or alter airflow. � D. New closure materials shall match opened materials and shall have removable closure panels fitted with gaskets and fasteners. END OF SECTION 23 0130 No. 072196 23 Ol 30-4 HVAC Air Duct Cleauing � �� ; �os \/ I i � �� , b � STRUCTURAL TESTING AND SPECIAL INSPECTION SCHEDULE �'.S � 9�/s- Z o �o S ecification Type of Sp�ial Section Article Descri tion (2) Tns r(3} Re rf Fr uene Assi ned Firm 4) 03 10 QQ Formwork SI-S Per Visit 03 20 00 Reinforcement SI-S Per Visit 03 30 00 Concrete Tests TA Per Test 03 30 00 Concrete Piacement SI-S Per Visit 04 20 00 Maso Ins tions SI-S Per Visit QS 10 00 Structural Steel SI-T Per Area (1) Pernvt No. to be provided by the Building Official. (2) Use descriptions per IBC. Section 1704, as adopted by the current State Building Code. (3) Special Inspector - Technical, Special Inspector — Structural, Testing Agency. (4) Firm contracted to perform services. ACKNOWLEDGMENTS Each appropriate representative must sign below: Owner; ��/� �L 'rm: Independent School District #719 Date:� a Coniractor: Firm: Lund Marcin Construction Date: � ' Architec : .. Firm: Wold Architects and Engineers Date: o SER: Firm: BKBM Date: � SI-S: Firm: Date: 'Y'A: Fitm: Date: SI-T: Fum: Date: F: Firm: Date: F: Firm: Date: I.egend: SER = Str�ctural En ' er of Record ST-T = Special Inspector - Technical TA = Testing ent SI� = Special Inspector - S[ructurat F — abricator Accepted for the Building Dep ment by Date: � � /;,� ��.� END S 0145 33 � �! � , ' � 2 °� No. 072196 0145 33-7 Structural Testing and Speciat Inspection � � , - Independent School District #719 — Twin Oaks M.S. Pool Mech. MnvtvESOTA or�cE PROJECr� Lund Martin Construction, Inc. Attn: Ryan Kuznia 305 St. Peter Street �— � 3023 Randolph Street NE ST. Paul, Minnesota 55102 0 TO: - -- -- - -_• - - -- -. - - - - _- - . - - 651.227.7773 � Minneapolis, Minnesota 55418 Fax 651.223.5646 Telephone: (612) 782-2250 Fax No.: (612) 782-2267 w'�'N'•�'oldae.com mail@woldae.com THIS NO COST CHANGE IS TO BE CARRIED OUT IN ACCORDANCE W1TH THE Sj; # 2 Minnesota FOLLOWING MODIFICATIONS TO THE CONTRACT DOCUMENTS DESCRIBED HEREIN. IF THIS CHANGE AFFECTS COST, DO NOT PROCEED WITH THIS C�'�' # 0�21� Illinois CHANGE. NOTIFY THE ARCHITECT IN WRITING WITHIN 1 O DAYS OF RECEIPT THAT AN ITEMIZED (LABOR AND MATERIAL) QUOTATION WILL BE Michigan SUBMITTED WITHIN 21 DAYS OF INITIAL RECEIPT OF THIS SUPPLEMENTAL Colorado INSTRUCTION. IF A COST IS NOT SUBMITTED WITHIN 21 DAYS, THIS SUPPLEMENTAL INSTRUCTION WILL BE ACCEPTED AT NO ADDITIONAL COST. DISTRIBUTION: ITEM: DESCRIPTION: AHU HANGING SUPPORT CLARIFICATION � Jim Dellwo, ISD #719 � Scott McQueen, Wold � Paul Aplikowski, Wold 2•1 See attached BKBM memo for AHU hangin� sup�ort installation � Katie Russell, BKBM clarification. � Pat Jansen, Wold � Mike Freeman, Wold � Dave Grossklaus, Wold ❑ ❑ � � ❑ ❑ a ❑ ❑ 0 ATTACHMENTS __BKBM Memo (6 sheetsl � ' ISSUED BY Mike Freeman DATE February 12, 2009 JL/ V4� U.Y 11: Lif 1`!}A I O_J OYJ UYL1 D1iDDl r.l�lall`IL`.L•.iCO '� i1ULU t�.J UUL/ V V! � 5930 BROOKLYN BOULEVARD SHEET N0. lV1�{ VN IT SJ�►'�i,�T'" �� KB� ,� MfNNEAPOLIS, MN 55429-2518 PROJECT N0. , ENGINEERS �� pH: (783) 843-0420 FAX: (763) 843-0421 DATE Z�� ,..�._,_ _DESIGN OF ��;� ��_ , DESIGNER ,�'� ._ � �9�n�ta c�G►�� s�,� ..__..._. _.__._ -- - -- M� � ._._._..._..�_.,_.._.._.� _.__�_------•��._. ___._.___._.___.�.__ D ._...._.�..�_�..__...� _._____._____..._� U N I S�p2�J"i' K I� _ _.._____ 1tCw� K.. 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P10 0��_ . � � . � J � ________. _._.— _ ------- 1 �• 4� �• t� a�. lO ZZ IU o� 7.1 � '(" I .915' � � N� �s�• + i at � i � � L � aio• i_� �a �"' y 2 WU100 Ft:t89 Lbs {281 kg1100 m) p, Allowahle Moment 5,0701n-Lbs (570 N�m) � m 12 Gauge Nomhal Thlckness .105' (2.7mm) en -.--_-� --"'_-_'-'-'-- _'� �J''�i. -"--___'—�—_�_�__.�_�....��.._._'-----'_"----- �-� P1001 ___--_ -- — -- — ----- — - w �� •.' c� �'� ql �+�n, C;ytJ. ,� 5�� "- � 63° --1 r,��' 3�A"- -1 � �� a, � I I racn L I �'� 2 2 � s u� WV100 Ft 378 Lbs (562 kg1100 m) "� �' Allowable Moment 14,360 In-Lbs (1,620 N�m) '"6i: �;, 12 Gauge Nominai Thickness .105' (2.7mm) wa „ P1004 pS � P1000 H3 N_____--.—.--_._..-----.___._ P1000 HS .___--.-- .__._ ._�______..r__ a�. ------------------ --�----�--- --�---.—__.__ �� , C:E,� y. � M sbfs are 2�/r (70) x'�' txx) 3�/e" (89) on Cenfer �itt' (t 4) Dla. Holea %e' (l4) Die. Holea �r t�i6' (48) on Cerder 1�i4' (48) an Cenler r `�: r•.? LL � � �4 1.4. �� "' " p9) ' `* t '� Pipe Clamps cen �e . Moimled on BoM SWes � WU100 Fk 173 Lbs (257 kgl100 rn) WU100 Ft:175 Lbs (260 kgf100 m) WU100 Ft:185 Lbs (275 kg1100 m) � `� � �"' P1000 KO __ P1000 SL _. Pi0Q0 7 3 � ;, ------ _..._... __......._._.._. ___.. _.._... ___ __ =,�s:a --_..N..-----.__._........_.---- sbtsare~�- --- �' pG� x uM' (103) ��" (22) Nnodcouls 4' (l02) on Cenler Sblv are 6" (I51) m Cen�r 1��" (291 % f t4) x 2' tsq on Cenler �. �. <u cs 1 . t �/i e' -, w �" �„ (25) C30) aa : .ea�,� '�' 3.t � �� (Z'-) �'r � WU100 FC 190 Lbs (283 kg1100 m) Wtl100 Ft 185 Lbs (275 kg/100 m} WU100 FL 185 Lbs (275 kgN00 m) ,� _ ,.: ��;, : o. w ; ---------------------------------- �— -- ---------------- "''" =' CHANNEL NU7S Rrr•cR ro FLuL�vnae S�cTn:r+ Foa DRnn.$) _ ___ Utlr 1 _____'__ ��'�__„�._.�'—_._ __—_' ___.____�—___.__'_—'____�'—_"_____'--_'_ �, � P10Q6-0832 P10U9T P1024 P30d6-0932 � P3016-0632 .-�:.- C P1006-1024 P1008T1420 P1012S ' P3006-1024 P3016-0832 e: ::. , ,K� ;'; ; P1006-i 420 P1010T P1023S P3006-1420 P301 B•1024 °'`� P1007 P3007 P301&1420 .��ii � P1 P300B tz: ; Py P3409 '• P1010 P1012 P3010 P1023 �� „ P102AS ,,_ ^� �� Channel Finishes: PL, QR, HQ, PCi; Standard Lengths:l0' & 20' � " . �Y'qa� �; .. , � • - `��QZ��y• 11:3U r�Ab /tlJ 04J U4L1 ,niwm cd�vit�uua��a _ ' •••••••• _ _""" . . � � � . � � � U N 15TRU P1004 - SFnM Loao�ac __ __ � �._._____ P1001 • BEAM LOADING � _�_ � -••-.,.:��.:.-•.� •�.�.��,_•.:;•t�; "��T?::: :i`.'av�„`-1��r.r _ _ � =;:? , �a.��'.�+�.a ��,� rt;��; . : , r; h?L!�{ . i • y _ , �a.•..�r;.1, �.7 : t,s �i ' ' ',a. i ' � s i p. � i7a1 i:r .� � . 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'__ a,:•,. r ra'•, . _id�,b r.: t:�.. .,�..;,�. .e: � §�6i1�,��;.�: ki? �� ;.�•�.':�.�:;... d�..._ ��FS�,•.: � . _ .... pq �,gg0 0.06 1,690 1,890 1,690 24 3,500' OA2 3,500' 3,500' 3,500' �� 36 1,130 0.13 1,1�0 1.130 900 36 3,190 0.07 3,190 3, _ 3, �� 48 850 ^� 022 850 760 � 500 48 2.390 0.13 2,390 ~ 2,390 2,390 �� 80 680 0 ,35 650 d80 320 60 1,910 0.20 1,910 1,910 1,820 ae 72 580 � 0,50 �450 ^ 340 �^ 220 72 1,600 4.28 1,600 1,600 1,130 �' � �� 84 480 0.68 330 250 160 84 _ 1,370 � 0.39 1,370 1,240 B30 �� - gg - � --- 420 �-- 0,89 ---- 250 Y-- 190 ------ � 96 1,200 0,51 '--. � ^ 1,200 950 830 108 380 1.14 200 150 100 108 1,080 0.84 1,000 750 500 y 120 340 --- 1.40 +-- 160 Y- � -- 124 �-- 80 120 960 0.79 810 � 810 A10 �� 1A4 290 2.00 110 80 60 144 `M 900 __ 1.14 _ 560 420 _ 2B0 .��- 1gg 240 2.72 80 ' 60 40 168 680 1.53 410 310 210 � 192 2t0 3.55 60 50 NR 192 600 2.02 320 240 160 �� 216 ~ 190 ' 4.58 50 Y 40 NR 218 �530 2.54 250 190 130 �� 24D 170 5.62 40 NR NR 240 480 3.16 200 150 100 � h ;a. `:e v. � c� P1000 • Co �un►n L.o nuiNC -----------�- ---- P1 • C OWMN LO AOING __--______----�--�_ -_- � �� _----- --------------- _- ------- ua .�i.,- =; � z�aX,v'�il�owsble � . � � , � - � - � �__ - _' .. ��dx�Al14�?�bfe . ' ��atcimum Cofumrt Lo�d'Ap�it�d'�k�.0:- , , Y � � L-osdai M�ic�iiUlm�C0lunirt Lflaa�Applied aY�.�.� - ;,Unbraced - �L&ad • � ' : � �" � �t�nhraegi�� , , - . - -��:� �- _ �, ., , - -" - +,� , ��.HO�' �1,ti,_ ��1'�2, ro � 'Hef�iit � , , � §ibt��cu ; K�fl:�S,' "it'=tl.�p� . �,:1�=I,4; -`K-1;2 _; 3��ight _ J�BSIot.�a�e�•" ' K D.6d• _ � 34- - �#�M' ,- � � '' ,� ,,,.. �,,, ,. ; .. , �:' �'� �' - � `� - ,;.,i,�,Ctis;,. . Lbs,.,, ' _,- ; 6�.-, _ -,_In�� ;:�q�.',,, �::t� .L�g.; �.Lba;. . e,'.�; ,,. bg,,, �� „ I. dn_�, -- . •„'�.hs '; ; .:.;. -I:bs�; ,. r, 4 24 3,550 10,740 9,890 8,770 7,740 � 24 8,430 24,280 23,616 � 22,700 21,820 36 3,190 8,910 7,140 6_.390 5,310 36 8,290 22_810 _ 21,820____20,650 19,670 _ � ----- ---------•- •--• - - ^ q8 ry 2,T/0 7,260 6,010 4,690 3,800 48 6,160 21,A10 20,300 18,670 16,160 �, U 60 2,38D 5,910 4,690 3,630 2,960 60 6,000 20,210 _ 18,670__ 15_520 _ 12_390 �^� - 72 ---^--- 2.080 ---- 4,840 --- 3,800 --- 296U - � ._ 2,400 ' 72 ------ 5,620 u--- 18,970 16,160 12,390 8,950 .,- 84 1,860 4,040 3,200 2,480 1,980 84 5,170 16,950 13,630 9,470 6,580 •-' - •----------------�---------------------- - ,••- 96 1,670 3,480 � 2,T50 2,110 1,660 96 4,690 14,890 11,190 7,250 5,040 108 1,510 3,050 2,400 1,810 " _ 108 �_ 4,170 __ 12,850 8,950 -•--- 5,739 _ �l: -� � � Y �120 � 3,680 � 10,900 � 7,250 4,640 " 120 Y 1,380 2,700 2,110 �"' M 1q4 2,930 7,630 5,040 "' �' r' �� 1A4 1,15� 2,180 1,660 " �F ,�:, .>�� ,�. 'J: r J Y: � NOtBS: � •.,�� P') OOQIP') OO') _ ELEhtENTS OF SECTIpN ___ __ ^_�___ • Load limited by spot weld sheac ^� `�', ------ � - - --- -- -- .aa-n " Kl� > 200 �i:: � , � �� Parameter� �,� „ ,'P,1tl00� .� ' �;�P100t� � NR=NolRecommended. Area ot Se�fion 0.555 In 1.111 In' t. Above loads include ths welght oi Ihe member. This weighl must Be deducted to �; ,,, Axis 1-1 arrive at the nel allowabie load the heam wfll support. '�� ° °� C.+ Moment of Inertia (n 0.185 In' 0.928 In' 2, Long span beams should be supported In such a manner as lo prevent rotallon and �;r� Sec6on Modulus (S) 0.202 in' 0.571 in' bvisl. Radlus o( �rallon (r) 0.577 In 0.914 In 3. Allowable unifortnly distributed loads ere listed for various slmple spans, Ihat is, a ,;, �,�5 Z� beam on hvo suppods. If load is concentrated at fhe center oi the span, multlply "�� a � ,�; Moment of Inertia (q 0.236 �n' 0.471 In' load from ihe table by 0.5 and corresponding dellectlon by 0.8. ,��; n ,� , , 4. See page 58 for laterai bradng reduc8on charts. �.�= ci ' SecOon Modulus (S) 0.290 In 0.580 �n 5. For Pierced Channei, Beam Load Vaiues fi the tables are multlplied by the follow• � c- Radlus o( aqon r 0.651 In 0.651 In {ng factor: � "DS" Serlea 70% "T" Series 85°� ", �� K "KO" Serles 95% "H3" Series 90°k -�,�; NSL" Serles 86°� "HS" Series 90°,6 w= `'� • �iu;j+:ti;,�,y, , ,,, , YL/ V�.� yo ii • ui rnn � vv v=u v-i�.t , , uawm a.a�via�ua,a�u '� n�i.v � V VJ/ V U I , 4 UfN15TRUT' : . •.. . : .. LA1'ERAL BRACING LOI4D REWCTION CHARTS r . „�, � �=mf'� . �.� �...� ' .� `�.a�� GF n .;'�g�+� r'46'r.n � , �.. � �'k � . ��'" � r�� i •G:�S�• �.Y��'y i�� _a :.7':.r;rF�vr��r ' '� .dll. .t 9�td� .� p n y '�i � 1 u_ra. q• y t � • � ��# t•n P�'!t �TW'�.y t:p_. �,.r �w i�' �� f�.' s,'.'_74t'6''N. .t��.�-�. -� .� �{ {Y� ';��:rr J� � °`;17� a%i ..�t n� � � �•} •� •iG.' i.�r • S , � : L`i� 3 � �Ml."�s:�� •. i •i. .�}-... IkyIX.4 i E,5' � • .�;.T4'1 i� p . � • � „T � . Y � E � i� {7 L. � �� I. Y ,a:.l'ee. � ' {��'�' :J ��ri� �:p' � �: �=� x,' i�i {6•� f I '+ n.;t�� - i�e ��';��:��'g�.S .�.��i'��;i:�i�'i'i.;�••:.ti .i.z•:.� �y, ' • •r:'." .:: �•.•_ y_,��9t•�� E� :4",•.:k' w _'�y`��"'. tn ��. 'i'I 4 �„ y 3;��.. � (I�' �_.�: ��. � .:g*'�+�u'�.._ � � y: .. _ �@ �� ,� i 9.i �; •.�` �•r:� �; �:�' �r��"'e;': _ .k,:. 't_ �.. i•i::... t:. . F .. _ f ' , r .�. .� �.� .. . � �� Ea��•.��;; y �.�:�.t �.�,�' � ' ��a� � �'' � . . � �� '� .� - �`��-�� 7 �� " , � �°� � ' �� .-,.,��..��..��.;, �4� � a 7 s d a 6��:�3aat�°�� G. �� {.@,.�9J��_(��(,��`;j� ��;.P 9� ��`� ��.�x in:i•::z�a� �I.�s�� .ai'-�6��.��••.r��5�.£.., �. •Y'P1.1E.� � • ;.1.; � .f �.5! i �re�i�'J. r; �aia;.�� Y' : ' N}h'� _ C�.L , •�...J• .a (+c � .'". .�� 2(O.Bf) 2A (61) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.99 1,00 1.00 1.00 t.00 1.00 1,00 1.00 1.00 i.OU c �� 3(0.91) 38 (91) 0.94 0.89 0.88 0.98 1.00� 0,94 0_98 0.85 0,89 1.06 1.00 1.0� _ 1.00 1�00 1.00 1.00 1,00 1.00 � �� 4(i.22) 48 (f22) 0.88 0.78 0.75 0.91 1.00 0.88 0.94 0.T0 0.77 + 1.00 0.98 0.98 1.00 1.00 0.98 1.00 0.97 0.98 5{1.5 BO (f 52) 0.82 0,88 0.81 0.88 0.98 0.83 0.91 0.5 0.6J 0 .97 0.93 0.92 0, 1.00 0 .93 0.96 0. 0.93 c, ---- - •� � 6(1.B3) 72 (1Q3) OJ8 0.59 0.48 0.84 0.97 0.79 0.89 0.44 0.58 0.93 0.87 0.85 0.95 0.97 0.88 0.92 0.83 0.87 � � � 7(2.13} 84 {21� 0.75 0.52 0.41 0.82 0.96 6.75 0.8B 0.38 0.51 0.89 0,82 0.78 0.92 0,95 , 0.83 0.89_ 0.76 0,81 � ------ -- 8(2.44) 98 (244) 0.71 0.47 0.35 0.79 0.94 0.72 0.84 0.33 0.46 0.85 0.76 0.71 0.88 0.92 0.79 O.BS 0.68 0.76 � 9(2.7RJ 108 (274) 0.69 0.43 0.32 0.77 0.93 0.69 O.B2 0.30 0.42 O.B1 0.70 0.64 0.85 0,90 0.74 0.81 0.61 0.70 o�"a � ;;',�s 10 (3.05) 120 (305) 0.66 O.AO 0.29 0.75 0.92 0.66 0.80 0.28 0.40 0.7B 0.65 0.51 0.92 0.87 0,69 0.78 0.5A 0.64 .,.s... 12 (3.66) 144 (� 0.61 0.36 0.25 0.70 0.89 0.60 0.76 0.24 0.36 0.70 0.54 0.45 0 .78 0.82 0.60 0.71 0.4 . 3 �� 14 {4.27) 168 (42n 0.55 4.32 0.23 0.66 0.86 0.55 0.73 0.22 0.32 0.63 0.45 0.38 0.70 0.78 Ob1 0.64 0.35 0.45 �� 16 (4.08) 192 (d08) 0.51 0.30 0.21 0.62 0.8d 0.50 0.69 0.21 0.30 0.58 0.39 0.32 0.64 _ 0.73 0.44 0.57 0.30 _ 0.39 �� 18 (5.d9) 216 (rf9) O.A7 0.2B 0.19 0.58 0.81 0.47 0.65 0.19 028 0.49 0,34 0.28 0.58 0.68 0.39 0.50 0.27 0.34 �- 20 �6. f0) 2A0 (610) 0.4d 026 0.18 0.54 0.78 0.43 0.61 0.18 0.26 0.44 0.31 025 0.52 0.83 0.35 0.45 024 0.30 ��a, ''�ra, •a. � Y.i:w - - ---�__.. ��_ �_._. A)•-� _.-"� ..��_"__,_�""�..�---_�_' '� "�''� BFJIRING LOA ON U M5tRUT CH ANNEI. _ ___ _____�___._____.�_�._�--------------- c� ,�,>,'i L � LOAD LOAD LOAD p,�,. � Loads are calculated based on �s 2401 Specifica6on °'= ForThe Design 0( ' ss a Cold Formed SUeel � - � � �L � Shucturai Members � �,.x�� published by AISI :,w `"� �„� �� ''ear�' `Lai:t�"thi �- - , •�earingCsrigtli�l°ti";�(4�"m�h�:, = i, `a;�ea'tln��:$�'}�g�ff%3�/�'�#8�,inm�;�',,` ,- �r. �: � . . � ;; �s ; s'�� -�� _ - - � hlaxthlui$�#Ulaw�bYe �.aads _ - tM �; . _ '� - - � MdzLili�rp 1'o5ji�61� L'dads' Mt�clfiuin l�llo�v�pl� ; , � �" ' � im. Q; Ci1l'illil'(�r;� _ �.L�3�1f1�1�` „ ;,, , �,1i5�(IU}_`' i . ''_ ;I.�'„f� _ ;•ii:li9;i(kli�? '�i, q`'' P1000 6,10U 3,100 7,700 ��•• 92 pg 14 --- ----------------------------- - ---------------- --- P1100 --- --- ---------- - 1700 4,000 � 7 ;; !.: 15 ,,, .._.._._.. 18 .n °: _- " __'�_� 3,000 �"'�� P2000 2,500 1�200 `:"�'� ii 5 '13 A 4 _._..._�� .T-�_ ....�_ ---- P3000 .Y �6�700 � 3,200 7,700 1q 34 .,:,. � 29 ---------- v ._'. -----�-----__..._.._____�______-- -�-- ---•---•--------___.----•----------------------- 7,800 --- �'� , `P3300 - ' 6,800 3�200 r'� = � p� 14 34 --------------�----------- ---------------------•-------- -----P4000 u--- ------------2 ------- 1,200 3�000 r� 5 1J '.� � 9 ._... �is �', i -_------ � 3,500 --- 1,800 4�100 nM �,� P4100 i� , 16 B .__ i6 _...__._ �5� - ---- - _..._._ P5000 8,500 � 3,000 7,500 1 33 2B 13 w. � - ---------- �--•-----•-------- -----------.__.____Y__ --�-__ _._��_._.�.-•----------__---.. � ".i ------ 6,600 3,100 7,800 � ��' 29 14 3J �fi".. . � ,.� _�. �,. I , ✓ai uc�i va li . �.. a�no . uv .siv ..:..i . .,.�,.n. .,,..,�..,�.,..,. ..,..., r� ••••••• ••••. � UN1 Swunr� Nurs � H�u►r�ora Nurs ____ _ Fu►T WasH�Rs � a c: •~ V . ,� r.+� �''+ � e "� : •,1�.��t �'I':�i�•. � ; , � e �p , ��i�i ' 6( ' ru � �..� �� .i.��!aC�c�i� �':i.1 ;1� "4. �F"v9 a.o-��y`` �' � �i�i�,�i �_:._�r�;,. F.� ��z,� 1 yp r: �i .��:�r;' _ � 1 ...�t.,��`l:eti�.riiiMlY�{. Q� E . . ._ .1�.� '��7iF.� �fA �' �- ' =' :1'� '� � �.�i O� t ,i.. �v'_�:- I ��-i�� : i:.:l •:' 'wi • . i� � 7d: �o. r �:nsi;��; ''' .,'�� El �t: I-,�.�_.i':•�'�P.r.r(i _ :;.~-' �;�'•; _ , . .• l•�r .{� �§;�''� I�!5�,:. � '''.i+`-�i � i. .y� ir_ ' `-r'.i�� 0 � �;;� � �rnMti �tl� �: ; _. � v� ;, . . ,��:�;.P�'i��l� �;�.;�,��. �:�:S�Ca�_:,,��,��::��; #� ,:i�::� �;.��i ,i�a:,.�::�,�� _,9t�s.:,,,�,,,,;,..e:.;��.I.b�Ctg'�°;��.� .,, HSQNO25EG A' 0.9 (0.4) HHXNO25EG �" 0.8 (0.3) HFLW025E� h' 0.8 (0.4) HS QNO31EG a if�' 1.6(0. HH XNO31EG 6 ife' 1.2(0.5) HFLW031EG _ �e" 1.0{0.5) HSQNO37EG ib" 2•7 (1.2) HHXNO37E� � 1.6 (0.7) HFLW037EG ��" 1.5 (0.7) HSQN050EG '/f" 5.8 (2.6) HHXN050EG '/i" 4.8 (2_2) _ HFLUV050EG __'fe" ____^__ 3.5 (t.6) ,_ HSQN082EG � �' 10.7 (d.� HNXN062EG �"� 73 (3.3) HFLWOfi2EG if' 7,7 (3.5) HSQN075EG �' 15,4 (B.9) HHXN075EG h" 11.9 (5.�)_� HPLUU075EG___ �___,__11•0 (5.0) _ HSQN087EG if' 24.9 (1 f.3) HHXN087E� T~ 'b' ' � 19•0 ((J.G� HFLW087EG ib' 1b.3 (6.9) � G' HSQN100EG 1" 36.3 16.5) HHXN100EG 1' 28.3 12.8 HFLW100EG 1' 18.8 (8.5) r �.��~- ,,�,�' Ta LOC WASHERS � ° STEEL THREADED ROD _______ _ _^ __ __ !__ . a � --- w ra' r�us Low Carbon Steet `�^ Fy = 32,000 psi minimum F� = 52,000 psi mlNmum � � .� � GJ',r,�' �p...� y"L'_ i� �l" _ � nni •;�_ �i �i.{u� t �.�� p � d � �� .�, ::,,'�;. ry ' :§ i.i,� �� W p;�: c ` i -� � �.'. ' � _ �. -� � � i � ,i =� ��41Ya4�jGgA � _ ;,Pa�Ndi; '�:. 'a',.,:; ' ,'Slie;�� ` � � :�:bs (kp�:; ; ,; � ;;Fart eto:;�, � ' $lf�; �' � ;, Lti9 tpj �C..� w � NTHR025 '/+' x 20 13 (5.9j H41NV025EG ' �" 0.25 (0.1) ��?� � HTHR031 ��' x 18 20 (9.1) HLKW031EG __ ��"__ 0.41(0.2) __ g� Standard Length 12' (3,7m) H7HR037 '�' x 16 30 (13 G) Htxw037EG �" 0.63 (0,31 `�' HTHR044 'ifr x 14 30 (13.6) HLKW050EG __ �' _ __ _ 1.32 (0.60} , � ^ H1NR050 i4° x 13 ------ � 53 (24.0) HLKW062EG S i6° 2.20 (1.0) Fa � HTHR062 �' x 11 84 (38.?) HLKW075EG '/' 3.80 (t.7J n7 n+ HTHR075 �' x 10 124 (5ti.2) HLI(W087EG '�" 6.00 (2J) "' �'� �ia HTHR487 if" x 9 170 �77.1) HLIM1100EG 1" 8.80 (4.0) ^ FITHR100 � 1' x B 223 (101.2) r.n +: L4AD CARRYING CAPACITY OF THREADBD HOT ROLLED aSTEEL 5�� GouP�eR NuTS __� Y __ ^ , a; 3 ._. �..""".�_��__. IA. � CoNFORn�NC 7o AS7M A575 AN� A576 _________,__ °�°� .., . , - :1`�tirea��c� o, ��,tla�s; , . , . ,,,�:�; �' �TNC�adedttdd:L' ;;_�„ „ �e .j�r �i'� � `�p y�fuatlans , ' ; ;, �, , `for,�trn�tural-Ap�lica#ipn's. . . � ,�,� _ �� ,��;MSS;.�f'• 8 �' '(Bas��nR`Alsc;;s'te��;eaast�uct�an, � �, ' . �-,�,,;,,:,;, ��nfa�,`s��c�a . �i�d,,�in;:i��inon; �p$rAlsc;�qawQd� �u� � N'ortiin��: _ ; �Rgdf Area � gt`&5U°F �343'Cr,. , � Te'I�'sils� 5t'ra'ssr,0,3� ':�u � � � , - , ' .'; � � - „ � _ Nti/tU0 � Ota. , , �n2 fm►►�) • � L�s `{lrN,��' - . . �= - - , ', . , ` �, ; , , Alrowed .' P�dlt � • ,L�lfyth"; = C�,; I ;� , : . Numbet � Size � , n, ml� .,,. , � g �° y ',S 0.068 (d�.gy " 730 (3.25)_ _ Neminal �tominal ��+rea _ �!Tens(an Loaa � - ,� � HRCNQ25 %' - 20 '�5° (22) 1.9 0.9) �ns: -- f ----- 0.126 (81.3} --- 1,350 (6.01) �la. �. • . ��.lnzfmm'�:� _ . � �..l:bs:(kN� ' -- --- ---- - --_(_-- ----� ------ o.�c2 r��u 3, ---- a �160 (9 64i '1� 0.449 (31.f fl40 ;�.14) ` NRCNQ3 ° /,e" -18 1%" (4.51 _ ^ 7. 5 (,?.4) � if 0.3 02 �1 �4.0) 3,230 (f4 371 � � _� O,t10 ( r1.01 _ 1,890 (8.41) _ HRCNO37 '�' -16 _ __ 1'/," �45) 9.0 (4_t) � ,.., -- � - 0.419 (21U.31 -- 4_480 (19.93) --- '/�e __ 0.150 (96_8) _^ 2,570 (ti_d3) _ �. Ht2CNOQ4 '�fe" -14 1%" (Q� 10.4 (4.7) � �' � ---- 1 ----- 0.552 356.1 --- 5.900 (?&24) --- � 0.196 (12 3.360 (14.J51__� HRCN050 �' -13 1h' (4.�__10.0 (4.5) � � � ) ---6 --- --- 0.307 {19Q 5, (2�.40) HRCN062 �� -11 2�' (54) _ 18.0 (8.2) � �� . �_ � � 0.442 (28�4) - • _ 7,580 (33 7?1 HRCN075 ` '/' -10 2� {5�__ 28,0 (1 2.� { �� 0.601(3II8.0) ___t0,910 (95 86) � HRCN087 �' • 9� 2'fi` (6A) 55.0 (24.9) j a., 1 0.785 (�.B) 13,470 jG9.92} NRCN100 1" - B 2� 70) 73.0 (3,?. I �� _ ty ,.. . ;�� :i !�+;'k ; . , , �x: . .11/UL/UN . 11:GJ'L I�Ab /OJ iS4O V4L1 nifDm n1��innuno '� nv++.� _ ��v�.�... , . i U N 1 STRUT' � SLOT ADAPTER i � _ �_,± � KWIK WA 5HER� �,__ . ------ ;� Ovwhead q�staliatbn wilh one hand. �� Available in zlnc plated end hot dip gaPoanh.ed eM � M � N .�.. w�. 7� {�� : . '� 4 � i `y, �rn�n•�' y��`. , �.....::�ur�.�,•+= �. ��j � _ ,�a_. '� irt-r�i,t,:�.�j.;.p�o-S.i�it�?"Q� <�..��t: '•rhz' ii;4;i ��' ;1�'4�= .;.;�vp , �-p t!..�.��,:'�� ' � � 'i i%��u�5:��'i�W4�� ' �.°.'( � , ,. t r.��_ 3 ' ��i: �,�. i: L , � : � � if I.I��Illi� : i�''j � �t��.til�� " � sCl� ;:i=��',' t t�.C. ,7,801��_.5.�,�I ��' _ ,�i ��i,;a'�'-i� _ "' [iS �ir i.k'�'�j?Tji�itil g•4i'-t I Cy! iG•'iiP`.u�•�"' �.�� Or7:' :i:�;'� _ �} �m ' �1. d)pri; ;;'df��0�.t` ��j!jzf{,�'r - =,# .Q��.i� ' �� ' HOC W025 � 'R (6) ----- 1(0.5� -- _ K1062 �__ %�" (6) _ 250 (1.1) -- 1.2 (0.� NOCVtf037 ii" (10} 1.5 (0.7 � K1063 �" f1D) 610 (27) _` 2.6 (9.2) :� a K7064 ��' 13) 1,130 5.0 9.3 4.11 Q" ------------- ._ - ------------------ CLIP --- �?� P�a$B _ ' S�ISMICROD.STIFFENER P2485 ____.._ _— cr.cn -- G% ' 1 �" a �� P1000T Pi000 Channe� •r� c. "•' " Cradle Channel �,. Leterel Brace ��;, P2486 ��ydle dip only order q� StlHener Thteaded Rod P1000 Channel �■ _ y�„ other flems seperatety. T Trensverse Brace � ; � -�. � Q P1000 Rod P2485 � SCAfener Q�e Clip P1546 rn � - - P1000T ' f �If82t�Ed FZOd ;� �� i � '�., �� .�- � l_; � P3008 Nut F .CT.� �i�• x 1' Hex Head ' Cap Saew :� WU100 pcs: 3.0 Lbs (1.4 k9) •�� ; WU100 pcs;18 Lbs (7.3 kg) ------ ; i � -- - ---------------------•------------------------------- ------------ - —� '�: y' P24$5 & P2466 � SPACING CMART ------"-�-----� �,eli ----------------------------------------- ------------------------ — -- ------------- '� . , � � � Notes: � ;' ` _ , , � , , , ,, ,::,:, i,�i;o� S�Itjen�r qIf�SP�6�!?g ; � 1. Minimum Tenslle Stress �s 50,000 psf . , �, ,�'� d��,s'g;` Rod�S`tress' (345MPa) t�r, - :.,'. , , :,',,; . • - _, _,.,, , - ;�o�Sk�ss�-�.;';po - G:�u�2 _ . _ .. _ -�. . .•, �'�,�-:-•��-= � . , ;,.,- __ y, -'. � .,.`,� �- +.R,00i Raaql 0l „ ,: ��esl'gn"' , . , f�iQQ°!i ,:,. , .�",fp��!5� r ; ,; �,I,@�Q'Y�� ! �@�y� 2. Working Stress fs 10,700 psl (73.9 MPa) "„'_ . .,., '�;I:oad_� �10,706a51:;.�' ;�;350�RSI.�� 37d5PS1 •nt"'• _RpdS3i� Area. �; - :Gyra�:tld� �,•� ' � I- � . , . ' -SameastorTension i.A. � . - --_.- � ' �In inm �; ' In mm : .. _ - In .�. �la• mm � "'In m�n) � ",In2'{mm2) ' In (mm) ` ' • � Lbs (kN� � . ' , . C � �� 1 � �"i ' � � � 3. Campression Will Only Occur Dunng a � 0.068 0.074 730 9 11 13 15 Seismic Event "w 22g 279 330 381 '�; t: 10 49.5 1•99 3•6 ___ ___.__ --.---- -- 4. Compresslon Requires the Use of Rod na'i: ----- -- -- --._ <;.w;;_ ---- ��f � 0.126 0.100 � 1,350 12 1d 17 � 21 Sfrffeners �. 12 72.4 2.40 5.3 3�5 356 _____ �32 __^ 3�___ 5. KLJr = 200 When Rod SUess is at �5qo ._._--- — --- a -- ----- --- -----------•----------------------- 26 o � 0.202 0.127 2,160 15 18 22 "' �'� 16 i38.3 J.3"C 10.2 391 �1 568 6 � Refer lo saismlc bracing systems nn' va �•�� catalog for more detailed tntormetion. e;� j� ei: � , , t � _� ' 3 i �s 7 � GR '�� - • :d � 1 .`• i�h.� �{ . F 26/09 15:39 FA% 763 843 0421 BRBM ENGINEERS � WOLD � 002 . 5930 Brooklyn Bouleva�d � Q/(Q� � Minneapolis, MN 55429-2518 L�r�� ,� (763) 843-4420 Fax: (763) &43-0421 ENQINFERS �. �.maif: bkbm�bkbm.com February 26, 20d9 Josh Ripplinger Wold Architects and Engineers • 305 S� Peter Stre�t S� Paul, MN 55102 RE: Twin Oaks Pool HVAC Upgrade — BKBM # 09190.40 Dear Josh, Wold was contacted by Bob Hutchins, Building Ot�icial for the City of Prior Lake, regarding the extent of design conducted by BKBM for the above mentioned project. BKBM worked directly with Wold Architects to provide analysis of the existing building in the areas noted below and �ar,pvided details to Wold to be included in the construction documents. �,�" .�' 1. The existing tunnel area under the pool deck was reviewed to provide new temporary openings to gain access to the tunnel area for mechanical unit replacement and new chase openings. This information was included on demo documents sheet A0.10, details B9, C,�3 and H$ on sheet A1.11, and F6/A1.10, and the corresponding revisions issued in Addendum Numb�' 1. ��,�, ��' 2. The existing pool deck was reviewed to support the new mechanical unit hung from the slab in the j tunnel area. Detail was given to Architect to issue as PR— ��f �� /s / ! � 3. Reviewed existing concrete tee patching details and new opening in existing tee roof, shown in details D9 and E9 on sheet A1.1 I. e I 4. Reviewed new mechanical units on roof as shown on F1 on sheet Al.l l. -��'' ��'��''^��' ? � If you have any questions, please contact rne. This report was prepared by me or�under my direct supervision and I am a du(y licensecl professional engineer under the laws of the State of Minnesota. Sincerely, t 1 BKB GINEERS Katherine A. Russell, P.E. Direct Line: (763) 843-0459 MN License 26504 i F:�04109190Uipp{inger 2-23-09 bldg. ofticial itr.doc BKBM ENGINEERS ' An Equal OppoRunity Employer STRUCTURAL TESTING AND SPECIAL INSPECTION SCHEDULE Pro'ect Name: Twin Oaks Middle School Pool Mechanicai U ades Pro'ect No.: 072196 Location 15860 Fish Point Road SE Prior Lake, Minnesota 55372 Permit No.: (1) S ecification Type of Special Section Article Descri tion (2) Ins ector (3) Re ort Fre uenc Assi ned Firm (4) 03 10 00 Formwork SI-S Per Visit 03 20 00 Reinforcement SI-S Per Visit 03 30 00 Concrete Tests TA Per Test 03 30 00 Concrete Placement SI-S Per Visit 04 20 00 Masonr Ins ections SI-S Per Visit OS 10 00 Structural Steel SI-T Per Area (1) Permit No. to be provided by the Building Official. (2) Use descriptions per IBC. Section 1704, as adopted by the current State Building Code. (3) Special Inspector - Technical, Special Inspector — Structural, Testing Agency. (4) Firin contracted to perform services. ACKNOWLEDGMENTS Each appropriate representative must sign below: Owner: Firm: Independent School District #719 Date: Contractor: Firm: Lund Martin Construction Date: Architect: Firm: Wold Architects and En�ineers Date: SER: Firm: BKBM Date: SI-S: Firm: Date: TA: Firm: Date: SI-T: Firm: Date: F: Firm: Date: F: Firm: Date: Legend: SER = Structural Engineer of Record SI-T = Special Inspector - Technical TA = Testing Agent SI-S = Special Inspector - Structural F = Fabricator Accepted for the Building Department by Date: END OF SECTION Ol 45 33 No. 072196 0145 33-7 Structural Testing and Special Inspection �1� �:�1/<��Gi:�\��s��1�/� MINNESOTA OFFICE 0 3OS ST. PETER STREET ��e�. ST. PAUL MINNESOTA 55102 651.227.7773 � ��/�`�� Fwx G51.223.564G � WWW.WOLDAE.COM TO: MAILC�WOLDAE.COM M�NNESOTA Paul Baumgartner, City of Prior Lake ILLrxois FROM: MI�HI�AN Pat 7ansen P� COLORADO DATE: October 5, 2010 COMM. NO: 072196 SUBJECT: Independent School District #719 Twin Oaks Pool Me:,hanica2 Imyr�v�rnents September 24, 2010 Meeting Minutes Attendants: Bob Carter, Independent School District #719 Paul Baumgartner, City of Prior Lake Pat Jansen, Wold Architects and Engineers This meeting was held onsite to review a potential plumbing code violation in the tunnel area beneath the pool. Items Discussed: A. Paul had a concern about the method used to connect the sump pump discharge line into an existing drain line. Paul's interpretation is that if the drain line is part of the sanitary sewer system, then the sump pump discharge line would be required to connect into the drain line with an indirect connection. B. Wold has since confirmed that the drain line mentioned in item A above is part of the sanitary sewer, thus (per Paul's interpretation) will require an indirect connection. The connection will need to be made through a stand pipe with a trap and vent. This applies to the sump pump installed in the recent pool ventilation project and an existing sump pump previously installed. Refer to the attached detail. C. Paul also requested that a pipe fitting connecting a pipe from the pooi deck cirain in the tunnel be revised from a mission fitting to a banded no-hub style fitting. D. Wold will review the requested improvements with the District to determine how to proceed. cc: Attendants Jim Dellwo, ISD #719 Bob Hutchins, City of Prior Lake Josh Ripplinger, Wold Kevin Marshall, Wold SS/ISD 7 1 9/072 1 96/mm/9-24-10 W O L D A R C H I T E C T S A N D E N G I N E E R S � • ♦ ' • MINNESOTA OFFICE MINNESOTA WOLD ARCHITHCTS AND BNGINBSES O ILLINOIS 305 ST. PETER STREBT � MICHIGAN ST. PAUL� MINNBSOTA 551a2 � COLORADO TEL: 6 5 1 • 22 7•7773 Fng: 65 i.223.5646 �\ � NEW WORK I �,�VENT I I I � � 4" � � � STANDPIPE I I I � � EXISTIN6 DISGHARE PIPE � � �l i �� EXISTIN6 TUNNEL `FLOOR � --� - - � �L -- - ------- � -- -- - - �-� -- - - -- i - i ( � � I I ) � EXISTIN6 ' I ' I ' EXISTIN6 SUMP SANITARY SYSTEM �'� � BASIN � t � I � I � ,, , � ,, �,� i � � � '�- --- � suBJECT: POOL SUMP DETAIL DATE: COMMISSION N0: ' REVISIONS � REV. DATE . 5 \ISD719�E5_OAKRIDGE�072196�MIEGH�GD�SUMP DE7AIL �WG BEAV <> 10/1/2010 <> 14 10 39 <> PJA o �' � @ c!i c �� J w � — � 7 � Q Q C N �z a � Q p U Q > �0� j----- � Q J C Y � aZw w �o m ° cn � w J Z (�7 O� Q J � � O Q=O o�w J(/7 � � J = � � N � O Z� d Q_w I W - W � Z Z Z 0 J W W �� Z w > � 0 � O � Za� a (/) a J Q W w O�� m � W Z W � Y N C.� � J Q w � Z W w Q � � � p � � � Y J Z �i = Z W � W O � � W U W � ^ Q = � � ~ O�� U� U � � � o J(n � Z� a ' O N � o �cn � °� � � ao� J oo � � c� w Q = N " zoN v Q� 0 � � o a n- cn Q o �� O � a � � c��'�i H �Q � H O J Z � � d. d � �(/"1� � �� Z ~ � � tC) �Q� �--- Na Z� � � � � W 0 O � ��H Q a J F� � � m � U W N � (�C.��m � � �� d ��Q � (� � �m �Z N �� d (n D I � O�r W Z (/7 � S W J �- a � J �� O� �� O Q C� L` �- J C� O M ~ C� � l,_I IL m O � 1L � Z �ci � g� z �� z � � � �., P R I O R LA K E . BU LDRNG AND INSPECTION INSPE TI C N RE O RD , CO SITE ADDRESS 1�� f"�St� �ot� S•�_ NATURE OF WORK l� VR �v cz N�� ' A c� USE OF BUILDING C'i Iy PERMIT NO. o�� iZ� DATE ISSUED � z CONTRACTOR � �� IY�� N rQ PHONE 7� �� 1 �- 39� NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE Prior to Backfill) P E NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS FRAMING � ELECTRICAL PLUMBING HEATING (if required) FIREPLACE GAS LINE AIR TEST COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED FINALS �! ��'I�ior to Sodding) Bl11LDING � ELECTRICAL �� HEATING DO NOT OCCUPY UNTIL ABOVE HA BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447-9850