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Home My WebLink AboutBuilding Permit 08-0560 DATE TIME CITY OF PRIOR LAKE INSPECTION NOTlCE SCHEDULED 2( 1! ADDRESS �� b � (,J^et--� OWNER CONTR. PHONE NO. PERMIT NO. $-�i CQ� ❑ FOOTING ❑ PLUMBING RI ❑ EXlGRADlFILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER NOOKUP � FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP O FIREPLACE FINAL NAL � PlUM81NG FINAL O GASLINE AIR 7ST O SITE INSPECTION O MECH FINAL ❑ COMMENTS: � � WORK SATISFACTORY, PROCEED ❑ CORRECT AC710N AND PROCEED O CORRE K, CALL FOR REINSPECTION BEFORE COVERING Inspector: OwnedContr. CAL -8850 FOR THE NEXT INSPECTION 24 HOURS IM ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! LKSM011 ATE TIME CITY OF PRIOR LAKE �;,,,e,,. � 1NSPEG�tON l�,pTiCE ,_ _... . .�.,�C�iEDULED � G�d � ADDRESS ��U f ��" OWNER CONTR. PHONE NO. PERMIT NO. 8 �� ❑ FOOTING � PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION O MECH RI ❑ COMPLAINT ❑ FRAMING � WATER HOOKUP ❑ FIREPLACE RI �INSULATION��,S �O SEWER HOOKUP ❑ FIREPLACE FlNAL ❑ FINAL �/❑ PLUMBING FINAL ❑ GASLINE AIR TST O SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS: � : t� a,. � `.i�l RKSATISFACTORY �� O CORRECT R ALL FOR REINSPECTION BEFORE COVERING Inspector. OwneNContr. CALL 44 FOR THE NEXT INSPECTlON 24 HOURS !N ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! uvsrror� ATE TIME ClTY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED � I� � ADDRESS �� T T�1�✓� OWNER CONTR. PHONE NO. PERMIT NO. $ �C/ O FOOTING O PLUMBING RI ❑ EX/GRAD/FiLLING � O OUNOATION ❑ MECH RI O COMPLAINT RAMING ❑ WATER HOOKUP ❑ FIREPLACE RI O lNSULATION ❑ SEWER HOOKUP 0 FIREPLACE FINAL ❑ FINAL O PLUMBING FINAL O GASLINE AIR TST � SITE INSPECTION O MECH FINAL ❑ COMMENTS: � � _� ,� , S �� co CORR T FOR REINSPECTION BEFORE COVERI Ins o . C -8850 FOR 7HE NEXT INSPECTION 24 HOURS (N ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HBALTH & SAFETY! uvsHOr, DATE TIME CITY OF PRIOR LAKE _ . � �` '`" INSPEC710N NOTlCE SCHEDULED ADDRESS ��" �j � `r� � _ OWNER CONTR. PHONE NO. PERMIT NO. � —� 0 FOOTING 0 PLUMBlNG RI ❑ EXlGRAD/FILLING ❑ FOUNDATtON O MECH RI � COMPLAINT �FRAMiNG ❑ WATER HOOKUP O FIREPLACE RI ❑ INSULATION O SEWER HUOKUP ❑ FIREPLACE FINAL ❑ FINAL � PLUMBIN(i FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL � COMMENTS: � �' J'U 5 S - -e...- T ; �..c r5 O WORK SATISFACTORY, PROCEED �CORRECT ACTION AND PROCEED O COR T WORK� CALl. FOR REINSPECTtON BEFORE COVERING inspe r. OwnerlContr. 8850 FOR THE NEXT tNSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HE4LTH & SAFETY! ,n�nwn �F PRIp� � � CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE �/� �� `� AND UTILITY CONNECTION PERMIT r 1 �'NES�� r � � ] Wlute F�le Z P,� �, PERMIT NO. �� -S �� 3 Yellow Appl�cant Please e or rint and si at bottom ADDRESS L�l�� T6�r►�Q. ST SE ZONING(oflsceuse) ��so r ( �.� ,v 1 � 4- LEGAL DESCRIPTION (ot�ice use onty) LOT BLOCK ADDITION PID � OZZ _ �O✓ (,� OWNER (Name) Sr� r>EP�NDr�� SL1�l �,�Sr rsGr � 7�`� (Phone) (Address) �'1S�I6 To�� j� � �or Y�'►N 5 ,5372 BUII.DER (CompanyName) �'ht:�T a+�s.�p�c, ��„�p�nt,� ,��nC.. (Phone) ?63 (Contact Name) �isN�r ��St� Q. (Phone) (o � Z ' �8 " �8O° (Address) s � v� Cc� �,� g ,,� SS jt 3 3 TYPE OF WORK �Tew Construction �Deck ❑Porch �Re-Roofing �ReSiding �I,ower Level Finish ❑ Fireplace �Addition �Alteration �Utility Connection CODE: �I.R.C. .B.C. ❑ Misc: Type of Co:mstruction: I II III IV A Occupancy Group: A B E H I R�U PROJECT COST/VALUE S�� Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished infotmation on this applicafion which is to the best of my Imowledge true and correa. I also cerOty that I am the owner or authorized agent for the above-men6oned property and thaz all construction will conform to all existing state and local laws and will proceed in accadance with submiaed plans. I am aware that the building offiaal can rev this permit for j t�rthermore, I hereby agree that the city offiaal or a designee may enter upon the propetty to perform needed inspections. x .�� /'� 7.�Z 7 /y3o � � /4 �ao Signature Contractor's License No. Date Permit Valuation g D � — Park Support Fee # $ Permit Fee $ 1 S � SAC #,� $ $, Plan Check Fee $ 5 � ,-7 � Water Meter Size 5/8"; 1"; $ State Surcharge $ � � Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ I, j � Z� �� 7 TLis Appl' 'o e es Your Baiidin 't Wh Appr ved Paid . Re t NO. '� 3D F.� Date . „d B B ildin Official ate This is to certify thaz the request in the above applicaflon and accompanying documents is in ac�rdance with the City Zoning Ordinance and may proceed as reque�ed. This document when signed by the City Planner wnstitute a temporary Cuhificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy musc be issued. 7-��-o�g Plannin tector Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, faz (952) 447-4245 4646 Dakota Street 5.E., Prior Lake, Minnesota 55372 " "' T {�''� (��i(� � �-w.AV�-iC-a{��; ^� ti�� +v • ., ' � �.�..'. � �-.-----° O4 PRip� ti � Whi#e - Building �ESO�A Canary - Engineering Pink - Pianning BUlLDING PERMIT APPLI��►T10(d DEPARTMENT CHEC{�L15T NAME OF APPLICANT ,��/l� T� 1� C� . APPLICATiQAI RECEIVED �• f �• �� TMe Build'mg, Engineering, and Planning Departments have reviewed the buitding permit � appiiaation for construction activity which is proposed a#: ��'� / Ll ��/� � J ��i ,.�,s C�- � Acc�pted Accepted With Corrections . � DBnied Reviewed By: �/�� D�te: -�8"'d b Comme�ts: _ _� �a'�� ,�l�:,��I�� - -x - � � �. "T`t�e issuafice or c�rantin+g of a p�+t or a;ppr�ival vf ptans, spe+cdic�t��s �z�t! computa#ions sfiail not be c�ns�'u+�d to be a�em�i# f�r, or an approval of, an� v��i+an af any of th� pror�isi�ts of #his c��r �# at�r o#��r r�ir��n�� of tfie jurjsdictio�, �'�er�i� presummg #o give �u#horit� to v��at� or �c�ncel the provisions of tMis code or o��r ordinanc�s of the jurisdiction shati r�ot be �alid." ; < ' � O � PRIp� ti � U t:J White - Building . . � Canary - �ngineering � �eS°��' Pink - Planning � - ,�t!(j�DING PERMIj.,�,��LICkTIQN DEPQRTMENT �HEC IST NANfE C)F APP�ICANT �-�� 1 �:_' C f� :,!~�, APPLICATION RECEIVED `-' � � � � � � The Building, Engineering, and Planning Departments t�ave reviewed the building permit application for construction activity which is propos d at: � �� ` i ` j f' / t� �� `�:. �_`��j l , � . � �.,.� f,v l....a � �:. L,1 � �:. � �1 /� � � � � � ,--I ,�..:.�'`�1 f' % C� �.` i t` .. Accepted Accepted With Corrections Denied Reviewed By: �� Date: � Z a Cornments: � � ` o j�" -�a � �.�,e-X�. o�, - � u�..0 l��-r� ��, �" f. Mt /� �. �lt�> � ��Il�1.f3�� "" ,�� "� .� i "The issuance or granting of a permit or approvat of pp�l�ans, specifications and computations shali not be construed to be a permit for, or an ��roval o�, any violation of ' any of the provisions of this code or of any other ordtnance a� the jurisdiction. Permits presuming to give authority to violate or cance! the provisivr�s of this code or other ordinances of the jurisdiction shall not be valid." A ( O � PRIp� � �" �� U rr� White - Building , ,� Canary - Engineering ^'NESO Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT Nf�/� T BI��G°��✓C� �. APPLICATION RECElVED �- � � • U� The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: �� Ut�°�rZ ��%uC��% ------ Accepted � Accepted With Corrections t/ Denied Reviewed By: � Date: 7 3° �� Comments: �� f 1y4 iN r1� l�! L�./��-US r u�s �- �-� � 7�� .�vt Es� z. �J��-�c� �f 3r o05 �t�tr� I►�5��,�� a�.1 1`N�s�' Lx �v � oa o�=• ��-�-t< "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ,� , ; — : : , q. . �+`i � a' o . � ; . . . '� ¢; ," Y r!�.;,,,�. , �,;:..�,o ; .. , . . .,., ,.� � ,. . _ . . ; . ' ` � . .. f. Y.= , . . . , . � n . . ' � O � PRIp� ti � U e White - Building ,� ,� ``'� Canary - Engineering �'NE50 Pink - Planning . BUILDING PERMIT APPLI�ATION DEPARTMENT CHECKLlST NAME OF APPLICANT ,,1��IG•�l' T� �L�j��r�� -� . APPLICATION RECEIVED �� r �• ��i The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: � �� 1'�f ��/� /�.:,.. � `� % rc=.�. C�:. .� Accepted � Accepted With Corrections Denied Reviewed By: �� """" Date: 7 r 34'� Comments: � "The issuance or granting of a permit or approval of plans, specifications and � computations shall not be construed to be a permit for, or an approval of, any violation of � any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." � __ Zoo� PROJECT VALUATION WORKSHEET ADDRESS: 1 Floor Wood Frame $75.39 X = 2" FIOOr $37.70 X = l�` Floor Wood Frame $82.58 X - 2 Floor $41.29 X = +✓ p z�� v�kv;4-e-in,�✓ �,�(� - Wood Frame -�' X � S. �� _ � 3 r 3 Slab On Grade Gara e $20.00 Com letel Finished ew $25.00 X = Unfinished $16.00 X = Crawl S ace $16.00 X = 3 Season Porch unheated $45.00 X = Screen or covered Porch or stoo $30.00 X = Deck $12.00 X = Maso Sin le $7,000.00 X = Stacked Maso $5,000.00 X - Gas or "�" Clearance E.A. $3,000.00 X = Other X = TOTAL VALUATION � S� �I � UPDATED 6 / 6 ! 2Q07 J:�FORMS�PRO7ECT VALUATION WORKSHEET 2007 update.doc Print Preview � � � � � ��SS ��T � Sl� � C `� Page 1 of 1 �5 �� c9w' � J T, ��'� /' / �O � r '�� i4/Lt�� Scott County, MN �g.-/v !-� t , �, � ��rf��-J �J�� • � r i � % � . r !, 4 � x , � � � � � � � F J � f + � a,,, i � � r �` � .�� 4� � "�'4 i g¢ } .,, ,' ,,, � ; ;,�� t f �! ♦ � � �P t y ' ,c > �r '41.� ",i,'�:: _ i� � �� i $ �r8 � � * �� a � +� # �� '� h _.'�, ;'- � � � �;�� :# ° ' Y 4 � ' ,:,5 " ' . ♦ a ys', . � �`' . �� 1 �� ,: �'�� * � M; .., ,� ST E 4, -i:t, � �. •i� .y, � _� D" , . 1'ut :�-� � . "" ' ` �� '�$ �;'^.: � "� � �:� '�y � � � ��,-,�, i „ � 1 . x � ,` � $.0 ._ At . , � � S b � � � �'�t;� }z��'o ,�„. �,.,.�.....,,;,,,... Disclaimer: This information is to be used for reference purposes only. Scott County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. Surveyor information is updated daily and the data for this application is updated weekly For current information contact the Scott County Surveyors Office. The Map Scale preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 1 inch = 66 feet (2000), and the user of this map acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. http://gis.co.scott.mn.us/ScottGIS/printPreview.aspx'?PrintOptData=Scott County, MN�0�0�... 6/1 1/?008 PERMIT TRACKING FORM Address: �� -- �, Description: Application Received: 7 ,�; x: �, .�3-�r.,;�� ,.': _. �. .�.. .; . ;;�s; .�:"�;_°. � �z, .� w �i;'"�., ' �.� ��'i�: �: �:a 4 ° "' .: ti� ate Days Elapsed Initial Review Conducted Z l Applicant Called with Corrections 7 Z Corrections Received 2 � � Corrections Reviewed 3 Final Review Applicant Ca11ed , �.. „� ,.�.�' �.�«�s•.. � s . ..� ;�i'�� ydr.s ;:i.;� . ,lcs�ki°r 'Y.�.',� ��r s;.^. 's � ��.>' .�..F�„�A�,. � .yyy�� .' °;' �::� " .;;�:.$ ` �'.M� � , ., p � r t�1�'�': <•: �, t �_• �• ' �^ ' � - � M _ ; � , ,.� ��` � � ^ :4.� ;.\ � . �°53:� q� k'� T '.'�� • �Y'`c� • ...4 �) =." e �`. `:`�'. ��£ . t.x--i . . �.`i.°f. $� ,: '�Qti; t t A ' a �i �S..F: �<, l?-�'�:d. � � n>:�4" >:ti"�- Date Days Elapsed Date Reviewed Initial Review Completed Corrections Received Corrections Reviewed Fina1 Review Applicant Called ` ; � � . ��.: , 4 ,. ; � g, �r�.t�,. k?'. �x ' � � �� "�a . -'3 , Y �. . , �,^: '�� . , e;�,: .a��`;' �...�M._ .., �,;a '.�� .a,�'r�r,';��" ' ~' '�:;p;� e,a$s''�,.4 i'�»�.r+ �`.:.:�,'�:,�.',k-7 ,�;t"?�, x �4 ;�: �'��.� '"..�'..�F. :.r: .v:.a,.:�.,.,.._; 'r, a ate Days Elapsed Date Received � Initial Review Completed � Corrections Received Corrections Reviewed � Final Review Applicant Called Initial Review Time Correction Review Time Initial Application Date Final Corrections Received: ,pplicant Called W/Corrections: Final Applicant Call Date: tal Days Elapsed: Total Days Elapsed: p� � P � p �' � � . � U tra � Date Received Date Reviewed Permit # PERMIT REQUIREMENT REPLY DATE , Date: Date: Request: Reply: Accept ❑ Decline ❑ Date: Date: Request: Reply: . Accept ❑ Decline❑ Date: Date: Request: Reply: Accept ❑ Decline ❑ Date: Date: Request: Reply: Accept ❑ Decline ❑ 1 Building/Planning/Engineering Permit Complete ❑ Permit Issue T 7:1BUILDINGIFORMS�PERMIT INFO REQUEST.doc e ; ,,�P�� I�f�i�l�"�E'I�'��! � �� .TUIy ZS, ZOOS MINNESOTA OFFICE 3OS ST. PETER STREET 0 ST. PAUL, MINNESOTA SSIO2. � 651.227.7773 � Fwx G51.223.5646 Robert Hutchins W W W. W O L D A E. C O M MAILC�WOLDAE.COM Iv1�NNESOTA Prior Lake Building Official ILLINOIS CityHall ears 4646 Dakota St. SE MICHI�AN Prior Lake, Minnesota 55372 CoLORADO O F S E R V I C E Re: Independent School District #719 District Service Center Storage Garage Commission No. 082041 Dear Mr. Hutchins: The following is in response to your review of the project documents for the DSC Storage Garage in Prior Lake, Minnesota with Paul Aplikowski on July 21, 2008. Responses to items that will require modifications to the Contract Documents will be issued as a change to the contract. We will forward a copy of those changes for your records. For clarification, we have included your comments (italicizecl} along with � - our responses (bold). 1. Comment: Building construction type. �, Response: The notes on the Code Plan will be changed to reflect ' building construction Type VB in lieu of IIB. See the attached SI. 2. Comment: Building area. Response: The building area was determined by adding up the area of each of the individual rooms. Interior partition walls and exterior � walls were not included in this calculation. It has been verified that the building's overall outside dimensions are 26'-1 '/4" x 72'-0 '/Z" for a � total area of 1,SSlsf. This does not affect codecompliance. 3. Comment: Survey of Property Lines. Response: See the attached survey and site layout of the building pad. � 4. Comment: Building envelope energy cadculations. I I Response: The energy calculations have been revised to meet Code and are enclosed for review. See attached PR #2. S. Comment: Addenda. Response: Per Clint Wester of Merit Building Company on July 22, ' 2008, you have received the addenda. 6. Comment: What is the permanence rating of the foam insulation? Response: A copy of the cut sheet for the foam insulation will be provided when the shop drawings are received. Letter to Robert Hutchins Page Two 7. Comment: Structural calculations. Response: The structural calculations are enclosed for review. 8. Comment: Clarify locations of shear walls. Response: The shear wall locations were clarified in Addendum #1. 9. Comment: Remove the exhaust fan in the Yehicle Storage side. Response: Per our conversation on July 21, 2008, the e�aust fan is not required by code therefore, we will be removing the eghaust fan. See attached PR #1. Sincerely, WOLD ARCHITECTS AND ENGINEERS 1��f/(�-- �t _. � Andy Dahlquist - � Attachments � cc: Jim Dellwo, ISD #719 Clint Wester, Merit Building Company Paul Aplikowski, Wold DPUSD_719\082041 �crsp\ju108 � ' • • ' • MirtrrESOTa MINNESOTA OFFICE 0 ILL1N015 WOLD ARCHITECTS AND ENGINEERS MICHIGAN j05 ST. PETER ST. � ST. PAUL� MINNESOTA 55102 � CoLOxn�o Fnx. 651•zz3•56q6 TEr.. 6 5 1 • 22 7•7773 � '� �� `�" Se�tion 506 Area Modification5 b• 6ROUP (Eauation 5-1) 5-1 ,4(a) = A(tI + 00 f+ � 005 I(f) = 100 !�, - 0.2� 30 Lr � = 100 1 qb ' - 0.25 30 = 38 A(a) = q,000 + q.000�38 + q.000'0 100 100 = G,000 + 3,420 + 0 = 12,420 SF per floor Section 503.3 � Area Determination 12,420 5F (maximum floor area) x 1 5tory = 12,420 5F (maximum building area) �• A�GTUAL 6ROUP Main Level TOT�LS 5-1 1,�29 SF 1,12G 5F Total Building 1,�2q SF 1,�2G 5F 1,�2q 5� 12,420 5F PROJECT: D5G - 5torage Garage DATE: 4/25/OS COMMISSION NO: 082041 P5K #1 REVISIONS: � REV. DATE: GLRevd_Pro�ect Fde5b82041(ADahlquisU rvt l/22/2008 1 09 14 PM w '' f � �-:�/� ��°-�'� � '( 2� �7�' �1�`'S , , IJ ;� � f," s i t K � .�' I � �/�� 2 ..` e� ��-. � �_. ,, � 1 Z o _______ __ �.�z_. - �-- �IZ-�.t _c � �`- _ ��-?---- __ __.____ _ ___-- - __ _ � --� � t�-OL- l � . �' - 1 Z � S � o . . �- - r� � sg� - �� - a r i � � I� . c.v � � / t�s t c�S � � b 6�� E t� v��o� -- -- _-�— -- �n�v� �� -nc� ST_ B� c�os �tis �s (Q7� vA,OF.ta- � Y R+�.. .�! �J fi Q S �"`�aA�l cw -r�-� �,.�i n.p u.+� s tf ' �, -- � L/�/J �C'T L (� S� �3cSf,� W��C1 - �- 1 1' —C C� /--'# 0 � JCv� � N�Z �� Z o��JG i��-- I.�` ( �a ' Cc�/�-.�-'�1�� a- F�1- ��L2�..Q � c.�N4 6�.-- loo, o�d. n!� l2� ✓�i �...� �° �'i- «� /��✓ GOu �.��o � � i. i' f� t { _ � � � ' � ' � � � pRp�JF,Cr; IS #719 DSC S Garage MINNESOTA OFFICE O TO: Merit Building Company Attn: Clir.t Wester �� 305 St. Peter Street � 2393 Coon Ra ids Blvd. Suite 204 Sr. Paul, Minnesota 55102 � p 651.227.7773 Coon Rapids, MN 55433 �� FaX 6st.223 sbab www.woldae.com Ph No. 952-323-7363 Fax No. 952-323-7464 mail@woldae.com M innesota SUBMIT AN 17"EMIZED (LABOR AND MATERIAL� QUOTATION FOR THE PR # 1 Illinois PROPOSED MODIFICATIONS TO THE CONTRACT DOCUMENTS AS DESCRIBED Cp�y�M. # 082041 HEREIN WITHIN 21 DAYS OF RECEIPT. IF A COST lS NOT SUBMtTTED WITHIN Michigan 21 DAYS, THIS PROPOSAL REQUEST CAN BE ACCEPTED AT NO ADDITIONAL COI�T.PK� 1 Coiorado COST. WRITTEN APPROVAL !S REQUIRED PRIOR TO PROCEEDING WITH THIS CHANGE. COST EXPECTATIONS: � DEDUCT ❑ NO COST ❑ ADD DISTRIBUTION: ITEM: DESCRIPTION: � 7im Dellwo, ISD #719 provide a line item breakdown for the following changes: � Paul Hadden, ISD #719 � Jason Lewis, Merit 1.1 Refer to Drawing M1. Delete exhaust fan EF-1, roof cap RC-1 and all ❑ Katie Russell, BKBM associated ductwork, registers and carbon monoxide sensor. � Paul Aplikowski, Wold � Dave Grossklaus, Wold 1,2 Refer to Drawing E1, Number Notes, note 6, delete wording for note 6 � Pat Jansen, Wold and replace with "NOT USED". Refer to detail D2, omit motor EF-1 � Andy Dahlquist, Wold and associated wiring from plan. � File 082041 � 1.3 Refer to Drawing H 1/A2. Delete the exhaust fan and associated note. ❑ ❑ ❑ ❑ a � ❑ ATTACHMENTS: None ISSUED BY Andy Dahlquist �„ DATE: 7 /2 3 /�8 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 r � , � � � 1 pRp,TEC. ISD #719 DSC Storage Garage MINNESOTA OFFICE 0 TO: Merit Building Company Attn: Clint Wester 305 St. Peter Street ' 2393 Coon Ra ids Blvd. Suite 204 Sr. Paul, Minnesota 55102 � p 651.227.7773 Coon Rapids, MN SS433 �� Fax 651.223.5646 . www.woldae.com Phone No. 952-323-7363 Fax N o. 952-323-7464 mail@woldae.com Minnesota SUBMIT AN ITEMIZED (LABOR AND MATERIAL� QUOTATION FOR THE PR: # 2 Illinois PROPOSED MODIFICATIONS TO THE CONTRACT DOCUMENTS AS DESCRIBED CO�M9: # 082041 HEREIN WITHIN 21 DAYS OF RECEIPT. IE A COST IS NOT SUBMITTED WITHIN COP6T.PKG: 1 Michigan 21 DAYS, THIS PROPOSAL REQUEST CAN BE ACCEPTED AT NO ADDITIONAL Colorado COST. WRITTEN APPROVAL IS REQUIRED PRIOR TO PROCEEDING WITH THIS CHANGE. COST EXPECTATIONS: � DEDUCT ❑ NO COST ❑ ADD DISTRIBUTION: ITEM: DESCRIPTION: � Jim Dellwo, ISD #719 Provide a line item breakdown for the following revisinQ the lighting in � Paul Hadden, ISD #719 the building. � Jason Lewis, Merit ❑ Katie Russell, BKBM 2,1 Refer to Drawing E 1, detail D2, storage room, omit three type B light � Paul Aplikowski, Wold fixtures that are along north wall of room. Relocate the four type B light � Dave Grossklaus, Wold fixtures near the center of the room 4' to the north. ❑ Pat Jansen, Wold � Andy Dahlquist, Wold 2,2 Refer to Drawing El, Light Fixture Schedule, fixture type "A", change � File 082041 lamp to 60W-A 19. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ATTACHMENTS: None ISSUED BY David P. Grossklaus DATE 7/23/08 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 � � , , � � 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 PROJFC'I`• ISD #719 DSC Storage Garage �� n�tttvtvesoTa oFFtcE � 'TO: Merit Building Company Attn: Clint Wester 305 St. Peter Street � 2393 Coon Rapids Blv d. Su 2 04 Sr. Paul, Minnesota 55102 ..�,...� �_ ___�__�._.__._. 651.227.7773 Co Rapids, MN 55433 Fax 651.223.5646 �" www.woldae.com Minnesota Phone N o. 952-323-7363 Fax No. 952-323-7464 mail@woldae.com Illinois THIS NO COST CHANGE tS TO BE CARRIED OUT IN ACCORDANCE WITH THE SI: # 2 Michigan FOLLOWING MOD[FICATIONS TO THE CONTRACT DOCUMENTS DESCRIBED COMNL• # 082041 HEREIN. IF THIS CHANGE AFFECTS COST, DO NOT PROCEED WITH THIS Colorado CHANGE. NOTIFY THE ARCHITECT IN WRITING WITHIN 10 DAYS OF RECEIP7' THAT AN ITEMIZED (LABOR AND MATERIAL� QUOTATION W[LL BE SUBMITTED WITHIN 21 DAYS OF INITIAL RECE[PT OF TH[S SUPPLEMENTAL INSTRUCTION. IF A COST IS NOT SUBMITTED WITHIN 21 DAYS, THIS SUPPLEMENTAL INSTRUCTION W[LL BE ACCEPTED AT NO ADDIT[ONAL COST. DISTRIBUTION: � Jim Dellwo, ISD #7I9 ITE114: DESCR[PTION: � Paul Hadden, ISD #719 Refer to Sheet A1 for revised code plan items• � Jason Lewis, Merit 2.1 Under item 2.a of the Code Analysis, revise the building tvpe to read ❑ Katie Russell, BKBM °Vg° in lieu of `IIB.' Also change all of the Fire Resistance ratinQs to � Paul Aplikowski, Wold ❑ Dave Grossklaus, Wold `0 HR' in lieu of ` 1 HR.' ❑ Pat Jansen, Wold 2.2 Under item 3.a of the Code Analvsis revise the last portion of the � Andy Dahlquist, Wold following column heading `Table 503 Allowable Height and Buildin � File 082041 Areas TYPE II B' to read `TYPE VB' in lieu of `TYPE II B' Under � the same column change the Allowable Hei t and Building Area to � read `1 story/9,000 SF.' ❑ � 2.3 See that attached FSK for revisions to items 3.b and c. ❑ 0 0 0 ATTACHMENTS FSK #1 ISSUEn BY: Andy Dahlquist � DATE 7/23/08 CALCULATIONS Fox DSC - STORAGE GARAGE ISD #719 4$4O TOWER STREET PtuoR La�, MN 55372 BKBM Job No. 08187.00 July 22, 2008 Prepared for: Wold Architects and Engineers 305 St. Peter Street Saint Paul, MN 55102 Prepared by: BKBM Engineers, Inc. 5930 Brooklyn Boulevard Minneapolis, Minnesota 55429-2518 (763)843-0420 I hereby ertify that these alculations were prepared by me or under my direct supervision and that I am a d y Licensed P f sional Eng' eer under the laws of the State of Minnesota. � Reg. 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X �� o � 2,( �.� ( ;`- 3S _ 1 m, �.S � � � t�5 , 3 ��5, z. �{ �.� . �� vPu �'r �r��c-�{�.c�L � �;•-��;�.-c� ��Jbs T � v� G� �L L� V- �7 � �� ' ) � ; � �� C.� = �, o . 1_i ' �p , -�� sS � l�✓ �pU Fr p,� ;t� o�'� ��c-�� % Z�t�(, � �b �aStS 2 � Zx (� i � 5930 BROOKLYN BOULEVARD � SHEET N0. � BK + MINNEAPOLIS, MN 55429-2518 PROJECT N0. . ENG/ i pH: (763) 843-0420 FAX: (763) 843-0421 � DATE DESIGN OF wp y� �� y�,� DESIGNER � , � " , �_ 0 R �� / �,c.5`'1� �}� , / � j f� � � � !'_^,"� � �es�l�.� __ -- �FAD l.�av �_ L ��EL�t Fe�(,� .�-- �, , � t� � ,�_�..�..�, � C.��Nt� �9�Lt�T � �n� �U I- � IS �p� � �,t� � � C�� .L = � � � ,o3�s 0 �� u� �� AS�� 7-� % �, (o L 2� Sv e U�/b�t�V��"�LGL Sw�'�`-v t�GA ti� `�'} • C I)f / t� 1� (�V 1r�aWG4r� J�✓l.A,� �/� y�,�c:��,�-�t�C �.�eLa�o �;. -�. � + h �� /� � e,�;=c�� g 5 � �� 35 P S� _ ga4�F��, � - �------� �__---- - i .� - �► _ �► 5 �� c JNR��u�-N�4� — �� +� ��.,�.�_��_..�._ ASCE 7-98 DESIGN WIND PRESSURES, p(PSF), LOW RISE RIGID BLDGS (height = 0-15 ft) Enclosed Importance Factor = 1.0 Kz= 0.70 Kd*'= 0.85 Gcpi= 0.18 Exposure = B qh= 12.3 Kzt*= 1.00 V= 90 -0.18 'see fig 6-2 for buifding on hill, ect. "applied only w/ load combinations in ASCE 7 sect. 2.3 8 2.4 Main Wind Force Resisting System Roof Case A(Wind Perpendicular to Ridge Line) Slope Buildin Surface See Fi . 6-4 (deg) 1 2 3 4 1 E 2E 3E 4E GC f GC f GC f GC f GC f GC f GC f GC f 0-5 0.40 2.7 -0.69 -10.7 -0.37 -6.8 -0.29 -5.8 0.61 5.3 -1.07 -15.4 -0.53 -8.8 -0.43 -7.5 7.2 -6.3 -2.3 -1.4 9.7 -11.0 �.3 -3.1 20 0.53 4.3 -0.69 -10.7 -0.48 -8.1 -0.43 -7.5 0.80 7.6 -1.07 -15.4 -0.69 -10.7 -0.64 -10.1 8.8 -6.3 -3.7 -3.9 12.1 -11.0 -6.3 -5.7 30-45 0.56 4.7 0.21 0.4 -0.43 -7.5 -0.37 -6.8 0.69 6.3 0.27 1.1 -0.53 -8.8 -0.48 -8.1 9.1 4.8 -3.1 -2.3 10.7 5.6 -4.3 -3.7 90 0.56 4.7 0.56 4.7 -0.37 -6.8 -0.37 -6.8 0.69 6.3 0.69 6.3 -0.48 -8.1 -0.48 -8.1 9.1 9.1 -2.3 -2.3 10.7 10.7 -3.7 -3.7 Main Wind Force Resisting System Roof Case B(Wind Parallel to Ridge Line) Slope Buildin Surface See Fi . 6-4 (deg) 1 2 3 4 5 6 GCpf p GCpf p GCpf p GCpf p GCpf p GCpf p 0-90 -0.45 -7.8 -0.69 -10.T -0.37 -6.8 -0.45 -7.8 0.40 2.7 -0.29 -5.8 -3.3 -6.3 -2.3 -3.3 7.2 -1.4 1E 2E 3E 4E 5E 6E GCf GCf GCf GCf GCf GCf 0-90 -0.48 -8.1 -1.07 -15.4 -0.53 -8.8 -0.48 -8.1 0.61 5.3 -0.43 -7.5 (+) intemal pressure -3.7 -11.0 -4.3 -3.7 9.7 -3.1 (-) internal pressure Note: 1. IBC 1609.1.2 requires a minimum load of 10 PSF on vertical projected area. 2. For design, pick one set of numbers, either (+) intemal pressure or (-) intemal pressure. ,--,, �i �; , r'b� �? } 'a} `"� � °�.� �` � ---,: � , ae� �' � ��,,�, � � � .-�' ; �' � �2f, �``, J , � �6�: �}� 9 � �' , r '� '%'" �",.. ,. 7" �' ��` 5 r �'`,.+, ti � ��sE a 1 ¢.. ._._� �AS� e '��;�.-,,� � ;, -�.�, , C� '�-.., j ' ��..��`��ro oittECtic3ta r,i ' ` � 1N1ND OlRECTION �-' HANGE ��..._. ; 3 RAt1Cif N tion � a: 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than 4% of teast horizontal dimension or 3 ft. h: Mean roof height, in feet, except that eave height shall be used for slope 5 10°. 8: Roof slope, in degrees. Figure 6-4 ASCE 7-98 DESIGN WIND PRESSURES, p(PSF), LOW RISE RIGID BLDGS (height = 0-15 ft) Enclosed Importance Factor = 1.0 Kz= 0.70 Kd**= 0.85 Gcpi= 0.18 �Exposure = B qh= 12.3 Kzt*= 1.00 V= 90 -0.18 `see flg 6-2 for building on hill, ect. "applied only wJ load combinations in ASCE 7 sect. 2.3 & 2.4 Use This Table When Components 8� Cladding - Walis Roof Slope > 10° Effective Building Zone (See Fig. 6-5A) Wind 4 5 Area (+) (-) (+) (-) (SQ FT) GCp p GCp p GCp p GCp p 10 1.00 14.6 -1.10 -15.8 1.00 14.6 -1.40 -19.5 20 0.95 13.9 -1.05 -15.2 0.95 13.9 -1.30 -18.3 50 0.90 13.3 -1.00 -14.6 0.90 13.3 -1.15 -16.4 100 0.85 12.7 -0.95 -13.9 0.85 12.T -1.05 -15.2 200 0.75 11.5 -0.90 -13.3 0.75 11.5 -0.95 -13.9 500 0.70 10.9 -0.80 -12.7 0.70 10.9 -0.80 -12.1 use goveming Use This Table When Components 8� Claddin - Walls pressure value Roof Slope s 10° Effective Building Zone (See Fig. 6-5A) Wind 4 5 Area (+) (-) (+) (-) (SQ FT) GCp p GCp p GCp p GCp p 10 0.90 13.3 -0.99 -14.4 0.90 13.3 -1.26 -17.8 20 0.86 12.8 -0.95 -13.9 0.86 12.8 -1.17 -16.7 50 0.81 12.2 -0.90 -13.3 0.81 12.2 -1.04 -15.0 100 0.77 11.7 -0.86 -12.8 0.77 11.7 -0.95 -13.9 200 0.68 10.5 -0.81 -12.2 0.68 10.5 -0.86 -12.8 500 0.63 10.0 -0.72 -11.1 0.63 10.0 -0.72 -11.1 `T $ �. r � � � � � '�'�.✓ �h � s Notation � " a: 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. h: Mean roof height, in feet, except that eave height shall be used for slope 5 10°. 6: Roof slope, in degrees. Figure 6-5A �._ � 5930 BROOKLYN BOULEVARD SHEET N0. � � BKBM ,� MINNEAPOLIS, MN 55429-2518 PROJECT N0. . ENG/NEERS � pH: (763) 843-0420 FAX: (763) 843-0421 I DATE DESIGN OF (,�-� � DESIGNER i � �aAL'� T �� -� ��, � t��t-<� o�- � F p�� s w`��rrJ'= � t � I) ----_�_ ! — _,� -! _� � ; • 1o�3.I3�'�-�b (�,�� i _ , .. , 1 : ^ � 7°0 �� ;, , , � �,� � � � d'-- --�°"�' � � � ��v7 �F -Ib/�f � L� � : !s � ;\�+ Z � � - ,� 7 �'t '��s�t^-d P r _-- __ �� \� -�:,- � : �� M = �j il, 25 �'+ � Ib i 5 `` .�-,;..��----�' _ ��„� = 2, � ( � � ) �iN l f�Q�s � = i�r 5 S�+--Ib I 2�� v� /v�= tti5� ��_�� : �z�' f� 2 � /��- 6 � : 7y � �._, ;w��a , Q =��,� 2 w ��i s(��3� = r�s,��j ; n�� _� ; ; � �.��, 5 �- S n�„�, nc�1 -� z�r �� _r� � 3Ss�t F b L �`_°_" cn � `, 6-- ; , �K ` 3 � 3�0 � � � - � `�C35�`�� C ��?� y - ,,,• �( 7 �� j 2GdN ( _ Zx (� Sx - 7 5G 3�� j r� k ✓ _ ._ __ _,_ -------- -- a �`_ � ,- u �----��:..�� rb� ��. �� Fi� C?"((:�J arn�ti ; �,; � - -- . i G _�k N I --------� a�� y � z � q��/ _ � ; � �'-v:" ; �� I = S ��lo,�?� �� ' � � _ , : ��! ��. �ts�iQ�,�Zo,�i�u� �' v'`�.� �n ��9 , � `S�pS S�AcG t� '�"� (g ot, l=��' Z��" , I sty i- �-.� " ` �3 ;�-f�✓�a� bcG,ro�S = 30PI� , y C3o p��)(�j�i2) `' ; .-- - O, ( �j !9�- �� /�• N X I 0 ) � Q k '------ i ` 4J � /(' ' N � � Permit # Permit Date COMcheck Software Version 3.2.1 Envelope Compliance Certificate Minnesota Commercial Code Report Date: 07/23/08 Data filename: C:\Program Files\Check\COMcheck\DSC Garage Vehicle.cck Section 1: Project Information Project Title: DSC - Storage Garag�. Construction Site: Owner/Agent: DesignerlContractor: 4540 Tower St. ISD #719 Paul Aplikowski Prior Lake, MN 55372 P.O. Box 539 Wold Engineers and Architects Prior Lake, MN 55372 305 Saint Peter St. St. Paul, MN 55102 651-227-7773 None Section 2: General Information Building Location (for weather data): Scott, Minnesota Climate Zone: 15 Heating Degree Days (base 65 degrees F): 8499 Cooling Degree Days (base 65 degrees F): 695 Project Type: New Construction Vertical Glazing / Wall Area Pct.: p�/, Buildin �a Tvoe Floor Area Warehouse/Storage:0-2,000 ft2 855 , Section 3: Requirements Checklist - ,. . . . Climate-Specific Requirements: Component NamelDescription Gross Area Cavity Cont. Proposed Budget or R-Value R-Value U-Factor U-Factor � Perlmeter Roof 1: All-Wood JoisURafterlTruss 980 0.0 0.9 0.420 0.045 Enterior Wa111: Wood Frame, Any Spacing 975 0.0 0.9 0.267 0.068 Door 1: Solid 21 -- -- 0.292 0.113 Door 2: Overhead 672 -- -- 0.090 0.113 Floor 1: Slab-On-Grade:Unheated, Vertical3 ft. 95 — 10.0 — — h (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) This component fails a mandatory U-factor/R-value requirement (components that fail are printed in italics). Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked, gasketed, weather-stripped, or othervvise sealed. ❑ 2. Windows, doors, and skylights certified as meeting leakage requirements. ❑ 3. Component R-values & U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturer's instructions, in substantia� contact with the surFace being insulated, and in a DSC - Storage Garage (Vehicle Storage) � m �� Page 1 of 7 � manner that achieves the rated R-value without compressing the insulation. � ❑ 5. Vapor retarder installed. DSC - Storage Garage (Vehicle Storage) �� Page 2 of 7 Permit # Permit Date COMcheck Software Version 3.2.1 Lighting Compliance Certificate Minnesota Commerciat Code Report Date: 07/23/08 Data filename: C:\Program Files\Check\COMcheck\DSC Garage Vehicle.cck Section 1: Project Information Project Title: DSC - Storage Garage (Vehicle Storage) Construction Site: Owner/Agent: Designer/Contractor: 4540 Tower St. ISD #719 Paul Aplikowski Prior Lake, MN 55372 P.O. Box 539 Wold Engineers and Architects Prior Lake, MN 55372 305 Saint Peter St. St. Paul, MN 55102 651-227-7773 None Section 2: General Information Building Use Description by: Project Type: New Construction Buildina Tvoe � Floor Area Warehouse/Storage:0-2,000 ft2 855 Section 3: Requirements Checklist Interior Lighting: ❑ 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 513 480 YES Exterior Lighting: ❑ 2. Comply with Sections 401.3.1 and 401.3.1.1 of 90.1-1989 Code and attach documentation. Controls, Switching, and Wiring: ❑ 3. Master switch at entry to hotel/motel guest room. ❑ 4. Two control points (or equivalent number) in each space under 45Q sq.ft., one additional control point for each addidonal 450 sq.ft. Exceptions: Lighting for spaces that must be used as a whole (see Rule for exceptions), and spaces with a single luminaire or single ballast. ❑ 5. Required lighting controls are readily accessible to personnel occupying or using the space (see Rule for exceptions). ❑ 6. Multiple Iamp ballasts installed where required (see Rule for exceptions). ❑ 7. Fluorescent lamp ballast power factors 90% or more. Section 4: Compliance Statement DSC - Storage Garage (Vehicle Storage) �� Page 3 of 7 . Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Minnesota Commercial Code requirements in COMcheck Version 3.2.1 and to comply with the mandatory requirements in the Requirements Checklist. Pp�. R. ��►��, ��,�e �� r/t� os Principal Lighting Designer-Name Signature Date � , _ _ _....... _ . .......... _ �.n�..�,..d._.., �..._.�..,�.�,.. DSC - Storage Garage (Vehicle Storage) Page 4 of 7 Permit # Permit Date COMcheck Software Version 3.2.1 Lighting Application Worksheet Minnesota Commercial Code Report Date: Data filename: C:\Program Files\Check\COMcheck\DSC Garage Vehicle.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts / ft2 Warehouse/Storage:0-2,000 ft2 855 0.6 513 Total Allowed Watts = 513 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID : Description I Lamp I Wattage Per Lamp I Ballast Lampsl # of Fixture (C X D) Fixture Fixtures Watt. Incandescent 1: Incandescent 60W 1 8 60 480 Total Actual Watts = 480 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Altowed Watts = 5f3 Total Actual Watts = 480 Project Compliance = 33 . �: � .• ..� �,....�,..�...�,n�.a..�.� ._.�.�.._� _ k .. _ DSC - Storage Garage (Vehicle Storage) Page 5 of 7 Permit # Permit Date COMcheck Software Version 3.2.1 Envelope Compliance Certificate Minnesota Commercial Code Report Date: 07/23/08 Data filename: C:\Program Files\Check\COMcheck\DSC Garage File.cck Section 1: Project Information Project Title: DSC - Storage Garag Construction Site: Owner/Agent: Designer/Contractor: 4540 Tower St. ISD #719 Paui Aptikowski Prior Lake, MN 55372 P.O. Box 539 Wold Engineers and Architects Prior Lake, MN 55372 305 Saint Peter St. St. Paul, MN 55102 651-227-7773 None Section 2: General Information Building Location (for weather data): Scott, Minnesota Climate Zone: 15 Heating Degree Days (base 65 degrees F): 8499 Cooling De9ree Days (base 65 degrees F): 695 Project Type: New Construction Vertical Glazing / Wall Area Pct.: p�/, Buildina Tv�e Floor Area Warehouse/Storage:0-2,000 ft2 855 Section 3: Requirements Checklist .A �- : �- s.- Climate-Specific Requirements: Component Name/Descriptlon Gross Area Cavity Cont. Proposed Budget or R-Value R-Value U-Factor U-Factor Perimeter Roof 1: All-Wood JoisURafteNTruss 855 24.0 1.4 0.041 0.045 Exterior Wall 1: Wood Frame, Any Spacing 1120 20.0 1.4 0.060 0.068 Door 1: Solid 42 — — 0.292 0.113 Floor 1: Slab-On-Grade:Heated, Vertical 3 ft. 95 -- 10.0 -- — (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked, gasketed, weather-stripped, or othervvise sealed. ❑ 2. Windows, doors, and skylights certified as meeting leakage requirements. ❑ 3. Component R-values 8� U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. ❑ 5. Vapor retarder installed. DSC - Storage Garage (File Storage) �� Page 1 of 8 Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the bwlding plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Minnesota Commercial Code requirements in COMcheck Version 3.2.1 and to comply with the mandatory requirements in the uirements Che list. i��C. � ��1.. ��►W�S�'1 �? O!� Principal Envelope Designer-Name Signature D te v�___ � ..�-. _.-. _ _ DSC - Storage Garage (File Storage) Page 2 of 8 Permit # Permit Date COMcheck Software Version 3.2.1 Lighting Compliance Certificate Minnesota Commercial Code Report Date: 07/23/08 Data filename: C:\Program Files\Check\COMcheck\DSC Garage File.cck Section 1: Project Information Project Title: DSC - Storage Garage (File Storage) Construction Site: Owner/Agent: Designer/Contractor: 4540 Tower St. ISD #719 Paul Aplikowski Prior Lake, MN 55372 P.O. Box 539 Wold Engineers and Architects Prior Lake, MN 55372 305 Saint Peter St. St. Paul, MN 55102 651-227-7773 None Section 2: General Information � Building Use Description by: Project Type: New Construction Buildina Tvoe Floor Area Warehouse/Storage:0-2,000 ft2 855 Section 3: Requirements Checklist Interior Lighting: ❑ 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 513 464 YES Exterior Lighting: ❑ 2. Comply with Sections 401.3.1 and 401.3.1.1 of 90.1-1989 Code and attach documentation. Controls, Switching, and Wiring: ❑ 3. Master switch at entry to hotel/motel guest room. ❑ 4. Two control points (or equivalent number) in each space under 450 sq.ft., one additional control point for each additional 450 sq.ft. Exceptions: Lighting for spaces that must be used as a whole (see Rule for exceptions), and spaces with a single luminaire or single ballast. ❑ 5. Required lighting controls are readily accessible to personnel occupying or using the space (see Rule for exceptions). ❑ 6. Multiple lamp ballasts installed where required (see Rule for exceptions). ❑ 7. Fluorescent lamp ballast power factors 90% or more. Section 4: Compliance Statement DSC - Storage Garage (File Storage) � �� Page 3 of 8 . Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Minnesota Commercial Code requirements in COMcheck Version 3.2.1 and to comply with the mandatory requirements in the Requirements Checklist. Pa�c- R . suNT�u-�A oY Principal Lighting Designer-Name Signature Da e DSC - Storage Garage (File Storage) � � y .• � •^V � . W) page 4 of 8 Permit # Permit Date COMcheck Software Version 3.2.1 Lighting Application Worksheet Minnesota Commercial Code Report Date: Data filename: C:\Program Files\Check\COMcheck\DSC Garage File.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts / ft2 Warehouse/Storage:0-2,000 ft2 855 0.6 513 Total Allowed Watts = 513 Section 2: Actual Lighting Power Calculation A B C D E Flxture ID : Description / lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Linear Fluorescent 1: 48" T8 32W / Electronic 2 8 58 464 Total Actual Watts = 464 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 513 Total Actual Watts = 464 Project Compliance = 49 . e: t° � ..�.._ - �..�..... ...,... _ ��,,, ....�..�...�,�. ,._„� . DSC - Storage Garage (File Storage) Page 5 of 8 Permit # Permit Date COMcheck Software Version 3.2.1 Mechanical Compliance Certificate Minnesota Commercial Code Report Date: 07/23/08 Data filename: C:\Program Files\Check\COMcheck\DSC Garage File.cck Section 1: Project Information Project Title: DSC - Storage Garage (File Storage) Construction Site: OwnedAgent: Designer/Contractor: 4540 Tower St. ISD #719 Paul Aplikowski Prior Lake, MN 55372 P.O. Box 539 Wold Engineers and Architects Prior Lake, MN 55372 305 Saint Peter St. St. Paul, MN 55102 651-227-7773 None Section 2: General Information Building Location (for weather data): Scott, Minnesota Climate Zone: 15 Heating Degree Days (base 65 degrees F): 8499 Cooling Degree Days (base 65 degrees F): 695 Project Type: New Construction Section 3: Mechanicat Systems List Quantitv $ystem Tvue 8 Description 1 HVAC System 1: Heating: Radiant Heater, Electric / Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1: Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control device per system ❑ 4. Minimum one humidity control device per installed humidification/dehumidification system ❑ 5. Automatic Controls: Setback to 55 degrees F(heatj and 85 degrees F(cool); 7-day clock, 2-hour occupant override, 1Q-hour backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations ❑ 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum ❑ 7. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refigerant/brine pipe insulation: 1 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. - Exception: Piping within HVAC equipment DSC - Storage Garage (File Storage) � � � � Page 6 of 8 . - Exception� Fluid temperatures between 55 and 105 degrees F , - Exception� Fluid not heated or cooled - Exception: Runouts <4 ft in length ❑ 8. Operation and maintenance manual provided to building owner Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the buiiding plans, specifications and other calculations submitted with this permit applicatio . e pr osed mechanical systems have been designed to meet the Minnesota Commercial Code requirements in COMchec , n..1 and to comply with the mandatory requirements in the� Requi� � nts Checklist. VyW f f '� ,✓' �/ � � �.-'" -'� ' �/V � ��I��( J Principal Mechanical Designer-Name ature Date DSC - Storage Garage (File Storage) � � W Page 7 of 8 COMcheck Software Version 3.2.1 Mechanical Requirements Description Minnesota Commercial Code Report Date: Data filename: C:\Program Files\Check\COMcheck\DSC Garage File.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1: Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. - Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a sing�e zone must have its own temperature control device. 4. Each humidification system must have its own humidiry control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessibie 2-hour occupant overrided} have a battery back-up capabfe of maintaining programmed settings for at feast 10 hours without power. - Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capabfe of reducing outdoor-air flow to the minimum required levels. 7. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insuiation for pipes <=1 1/2-in. nominal diameter 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes <=1 1/2-in. nominal diameter 3 in. insulation for pipes >1 1/2-in. nominal diameter. - Exception: Pipe insulation is not required for factory-instalied piping within HVAC equipment. - Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. - Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fueis or electric power. - Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 8. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. DSC - Storage Garage (File Storage) �� Page 8 of 8 MINNESOTA OFFICE _ 0 3OS ST. PETER STREET ST. PAUL, M[NNESOTA 55t02 � 651.227.7773 � Frx 651_223.5G46 WWW.V90LDAE.COM TO: Prospective Bidders MAIL�WOLDAE.COM MiNNESOTA ILLINOIS FROM: Wold Architects and Engineers MICHIGAN COLORADO DATE: May 16 � 2000 COMM. NO: 082041 SUBJECT: Addendum No. 1 for Bidding Documents for the: DSC — Storage Garage Prior Lake, Minnesota ***NOTE CHANGE IN BID DATE *** ***BIDS ARE DUE JUNE lO 2008 AT 2:00 P.M.*** This addendum forms a part af the Contract Documents dated Apnil 25, 2008. Acknowledge receipt af this Addendum on the space provided on the Bid Form. Failure to do so may result in disqualification of Bid. This Addendum consists of two (2) typed sheets, specification section 07 21 29 Spray Polyurethane Foaxn Insulation and attachments: Details: R1131002 & R1/31004 Drawings: R11A1 PROJECT MAUAL �1. SECTION 00 0101 PROJECT IDENTIFICATION PAGE A. Revise the Bid Date from "May 20, 2Q08" to "3une 10, 2008." � 2. SECTION 0145 33 STRUCTURAL TESTING AND SPECIAL INSPECTION A. At the Structural Testing and Special Inspection Schedule section, delete the reference to specification section 31 00 QO Earthwork from the schedule. 3. SECTION Ol 50 00 TEMPORARY FACILITIES AND CONTROLS. �ur. At section 2.02 Equipment, delete paragraph B in its entirety. $: At section 3.02 Temporary Utility Installation, delete paragraphs G, G.1 and G.l .a in their entirety. 4.�ECTION 08 36 00 SECTIONAL METAL OVERHEAD DOORS. � A. Revise section 2.02.F to read: "Controls: Overhead doors: Provided and Installed by Owner." Page 1 of 2 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 � Revise section 2.02.G to read: �"Safety Sensors: Provided and Installed by Owner." S'r PAUL, MN ELG1N, IL ARCHITECTURAL DR.AWINGS Txox, MI DENVER, co l. C8/A2 — SECTION @ OVERHEAD DOOR A�Revise note "6" WOOD STiJD W/SPRAY FOAM INSULATION" to � read "6" WOOD STUD @ 16" O.C. W/SPRAY FOAM INSULATION." 2. E8iA2 — SECTION @ TYP. N/S WALL A Revise note "PROVIDE 8" C BLK BELOW SILL PLATE, TYP." to � read "PROVIDE 6" C BLK BELOW SILL PLATE, TYP." B. Revise note "6" WOOD STUD W/SPRAY FOAM INSULATION" to � read "6" WOOD STUD @ 16" O.C. W/SPRAY FOAM INSULATION." 3. H8/A2 — SECTION @ TYP. E/W WALL A. Revise note "PROVIDE 8" C BLK BELOW SILL PLATE, TYP." to read "PROVIDE 6" C BLK BELOW SILL PLATE, TYP." B. Revise note "6" WOOD STUD W/SPRAY FOAM INSULATION" to read "6" WOOD STUD @ 16" O.C. W/SPRAY FOAM INSULATION." DETAILS OF CONSTRUCTION �'1/31002 — WALL BASE c�i STORAGE SIDE A. Reissued this Addendum. �1UO3 - TYPICAL GARAGE DOOR HEADER � A. Add notes: 1. Designed for Spruce-Pine-Fir No. 2 Grade wood. 2. For typical man door, use 2— 2" x 6" lintels. 3. 1/31004 — TYP. SHEAR WALL A. Reissued this Addendum. END OF ADDENDUM # 1 Page 2 of 2 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 SECTION 07 2129 SPRAY POLYURETHANE FOAM INSULATION PART 1: GENERAI. 1.01 RELATED DOCUMENTS A. Drawings, Details of Conshruction and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to work specified in this section. 1.02 SUMMARY A. Section includes: 1. Furnish and install all labor, materials, tools and equipment necessary for the application of spray- polyurethane building-envelope insulation system noted as spray foam insulation. 2. Provide insulation to a thickness that equals an aged value of R-2Q at walls and R-24 at ceiling/roof and at least a.70 perm rating unless noted otherwise on the drawings. B. Related work specified in other sections: 1. Steel studs — Section OS 40 00. 2. Wood studs and sheathing — Section 06 10 53/54. 3. Metal studs, gypsum sheathing, vapor barrier, thermal barrier — Section 09 21 16. 1.03 REFERENCES A. The following specifications and standards are incorporated by reference. Where provisions of these Project Sp��cations are at variance with those reference specifications, the maximum criteria or requirements shall govern. 1. ASTM C 1029 — Standard Specification for Spray-Applied Rigid Cellular Polyurethane Thermal Insulation. 2. ASTM C 518 — Standazd Test Method for Steady-State Heat Flux Measurements and Thermal Transmission � Properties by Means of the Heat Flow Meter Appazatus. 3. ASTM D 1621 — Standard Test Method for Compressive Properties of Rigid Cellular Plastics. 4. ASTM D 1622 — Standard Test Method for Apparent Density of Rigid Cellular Plastics. 5. ASTM D 2856 — Standard Test Method for Open-Cell Content of Rigid Cellular Plastics by the Air Pycnometer. 6. ASTM E 84 — Standazd Test Method for Surface Burning Chazacteristics of Building Materials. 7. ASTM E 96 — Standard Test Methods for Water Vapor Transmission of Materials. 8. ASTM E 119 — Standard Test Methods for Fire Test of Building Construction Materials. 9. API bulletin AX-119 — MDI-Based Polyurethane Foam Systems: Guidelines for Safe Handling and Disposal; Alliance for the Polyurethanes Industry(API), American Plastics Council. No. 082041 07 2129-1 Spray Polyurethane Foam Insulation 10. SSPC-SP 6— Commercial Blast Cleaning (Part of Painting Manual, Volume 2); Steel Structures Painting Council. 1.04 QUALITY ASSURANCE A. Foam and Coating Manufacturer Qualifications: Firms whieh can show evidence of ability to manufacture the products specified and sufficient financial resources and manufacturing faciliries to furnish materials on ttris project; evidence required includes references, past project descriptions, specunen warranty, product data, test data, and code approvals. � B. Installer Qualifications: A firm with experience installing insulation systexns of the type specified. 1. Show contractor level accreditation by Spray Polyurethane Foam Alliance Accreditation Program. 2. Approved or certified by ihe foam manufachrrer as qualified to install the specified system. 3. Provide information concerning projects similar in nature to the one proposed including location and person to be contacted. C. Manufacturer Field Representation: Provide qualified representatives of the foam and coating manufacturers to monitor and inspect the installation of their products. D. Independent Inspection: Provide inspection of the installation by a qualified SPFA or RCI inspector member. 1.05 SUBMITTALS A. Submit under provisions of Section O1 33 00. B. Product Data: Manufacturer's data on products to be installed. 1. Application or iisstallation instructions. 2. Listing, classification, and approval of certifications. 3. Safety and handling insiructions for storage, handling and use of the materials. C. Certifications: If manufacturer's published data sheets do not indicate compliance with all specification requirements, provide letter of certificarion that all products comply with the specification requirements; include primers (if required), foam, and coatings. D. Qualification Statements: • 1. Manufacturer qualifications. 2. Installer qualifications. 3. Independent inspector q�alifications. No. 082041 07 21 29-2 Spray Polyarethane Foam Insulation E. Manufacturer Authorized Installer. 1. Within 30 days of bid award, submit letter from manufacturer that contractor is manufacturer authorized. F. Applicator's Field Quality Control Procedures: Written description of procedures to be utilized to insure pmper preparation and installation of foam, coatings, detail work and follow-up inspection. G. Maintenance Data: Manufacturer's recommended protection, cleaning, and repair procedures, including recommended frequency of inspection. 1. Include proposal for annual inspection program. 1.06 DELIVERY, STORAGE AND HANDLING A. Provide materials packaged in the manufacturer's original, tightly sealed containers or unopened packages, clearly labeled with the manufacturer's name, product identification, safety information, and batch or lot numbers where appropriate. B. Store materials out of the weather and out of direct sunlight in locations where the temperatures are within the limits specified by the manufacturer. C. All materials shall be stored in compliance with the local fire and safety reyuirements. 1.07 PROJECT CONDITIONS A. Comply with the manufacturer's instruetions and recommendations as to handling and safety procedures. B. Do not install insulation if substrate or air temperature is below 10° F or temperature is within 5° of the dew point. PART 2: PRODUCTS 2.01 MAI�TUFACTURERS A Provide products farnished by BASF Polyurethane Foam Enterprises, LLC, Tel: 1-888-900-3626, www.basf-pfe.com. Equivalent products manufactured by North Carolina Foam Industries are acceptable. 2.02 PRODUCTS A. Foam: Spraytite 178 for walls, floors, and ceilings sprayed-in-place two-component closed-cell polyurethane made by combining an isocyanate (A) component with a polyol (B) component, with the following physical characteristics: l. CLOSED CELL TYPE POLYiJRETHANE FOAM (AS CURED) PROPERTIES ASTM TEST VALUE ISO: Resin Mix Ratio ----- 1:1 (vol:vol) Density, Core D-1622 Nominal 2.0 (pcf@2" lift) Compressive Strength D-1621 22 psi Tensile StrengEh D1623 Type C 28 psi Closed Cell Content D-6226 >90% R-Value C-518 6.1 per inch aged Permeance E96 1.82 perms Permeability E96 1.82 perms per inch @ 1" SPF E96 0.91 perms per inch @ 2" SPF E96 0.61 perms per inch @ 3" SPF E96 0.46 perms per i�h @ 4" SPF No. 082041 07 2129-3 Spray Polyurethane Foam Insulation Air Permeance E 2178-01 O.d00025 L/s/m (a3 75 Pa Air Leakage E 283-99 0.000025 L/s/m Q 75 Pa Dimensional Stability Dry Age 28 Days (158°F} D2126 +g to +12% Volume Chazge Freeze Age 14 Days (-20°F) DZ 126 +0.07 to -0.21 % Volume Chazge Flame Spread Index E-84 25 Smoke Development Index E-84 350 B. Substrate Primers (if required). The primer to be applied must be specifically selected for the given substrate to be primed and must be compatible with the sprayed polyurethane foam. 1. Wood: chlorinated rubber, modified alkyds, others. 2. Steel: modified alkyds, epoxy, acrylics, others (typically including rust inhibitors). 3. Galvanized: vinyl copolymer, "wash primer", modified alkyds, others. 4. Concrete/masonry: chlorinated ntbber, vinyl copolymer acrylic, asphaltic, other. PART 3: EXECUTION 3.01 GENERAL A. The products intended for use in the building-envelope insulation system must be applied within the manufacturer's guidelines for temperature, humidity and other atmospheric conditions. In addition, they must be sequenced so as to take into consideration substrate preparation. 3.02 SUBSTRATE PREPA.RATION A. Surface preparation for those substrates that are to be insulated and statements regarding the selection of materials related to tbe successful performance of the sprayed polyurethane foam insulation are oudined below. 1. Wood. a. Plywood shall contain no more than 18% water, as measured in accordance with ASTM D-4449 and 444084. b. Most untreated and unpainted wood surfaces need not be primed. The spray polyurethane foam can be applied direcdy to the dry wood. Priming may be required in certain instances. See the sprayed polyurethane foam manufacturer for specific details. 2. Steel. a. Primed: If the primed metal surface is free of loose scale, rust, weathered or chalking paint; it can be cleaned us'vng vacuum equipment and hand or power tools to remove loose dirt. Grease, oil, or other contaminants shall be remaved with proper cleaning solutions. b. Previously Painted: Clean the painted metal surface using hand or power tools to remove loose scale and dirt. Grease, oil, and other surface contaminants can be cleaned using a power wash technique. c. Galvanized: When required, clean galvanized steel as recommended by the primer manufacturer. d. Unpainted Steel: Ctean as recommended by primer manufacturer in order to prepare the steel surface for the primer. 3. Concrete and Masonry. a. Must cure for at least 28 days, and loose dirty and any other contaminants removed. No. 082041 07 2129-4 Spray Polyurethane Foam Insulation 4. Sheathing Board. a. Prime sheathing boards if required, prior to the application of sprayed polyurethane foam. B. Remove loose dirt, dust atid debris by usung compressed air, vacum equipment or brooming. Remove oil, grease, form release agents, laitaince, and other contaminants using proper cleaning solutions. Do not wash wood or porus materials with water. 3.03 PRIMER APPLICATION A. When required, the primer shall be applied to the properly prepared substrate in accordance wikh the manufacturer's guidelines so as to achieve a minimum tluclmess of dry milk. The primer shall be allowed to cure a minimum of hours prior to application of sprayed polyurethane foam or other products. 3.04 FOAM APPLICATION A. Do not begin application of foam until all preparation requirements have been completed. B. Do not apply foam when the air temperature or surface temperature is below that specified by the manufaciurer for ambient air and substrate. Do not apply foam when temperature is within 5 degrees F of the dew point C. Apply foam in accordance with the manufacturer's specifications and instructions and as follows. 1. Apply foam with minimwn pass thickness of '/z inch and maximum pass thiclrness of 2 inches, unless greater pass thickness is acceptable to foam manufacturer. 2. Apply foam uniformly over the entire surface with a tolerance of plus % inch per inch of thickness minus 0 inch, except where variations are required to conform to building structure or to insulate azound projections, door jambs, and corners. 3. Complete the full thiclmess of foam in any area prior to the end of each day. If the full thickness is not completed in one day, prepare the surface in accordance with the recommendations of the manufacturer. 4. Allow the foam surface to cure sufficiendy. D. Repair damage and defects to the surface prior to the thermal barrier applicarion by others. 3.05 CLEAN UP A. Remove overspray from face of studs, finished surfaces and other surfaces that will inhibit the work of other trades. B. Properly dispose of waste materials and containers, in compliance with the manufacturer's guidelines and/or appropriate regulating agencies. END OF SECTION 07 21 29 No. 082041 07 21 29-5 Spray Polyurethane Foam Insulation � � • � � ' � MtNNE507'A MINNESOTA OFFICE 0 ILLiNOlS WOLD ARCHITECTS AND ENGINEERS � M2CHIGAI3 j05 ST. PETER S2. - ST_ PAUL, MINNESOTA 55102 Cotonwno F�. 65 i.zs3.gfi46'I7EL. 6 5i.zz�•7773 • . • 2 . 3100 ANGHOR BOLT � - -- — '� 1 . � . � s � � � 6 5IL P . . � � � � 1" RI6ID INSUL.A�TION . . . " ' " 6" G BLK BP�SE . . . , EPDXY GROUT ANGHOR �_� � .��'°' � BOLT IN PLAGE = I I�I 4 I :� t� 1=I - I I ` — � � I ` :.}&; „ `=p � ,-� � — — EXISTING GONG SL�B B FDl1N ATION �� ! - I— I �� b �� .'�' I— �-1 I EXI5TIN6 EARTH ff PAVEMENT � Y�LL � 5 � 51 1 " = 1'-D" � � � SHEATHIN6 TAPE TOP OF METAL �L5HIN6 z I BUILDING WRAP � ( � � � i I � PREFINISHED METAL FLASHING � I I fV � � ( � I FL�SH INC� ,�T Y�t�LL �,�SE 2 3 ,� _ �,�„ PROJECT: D5G - Storage Garage DATE: 4/25/08 CONIIvIISSION NO: 082041 31002 REVISIONS: � REV. DATE: 5/16/OS G:lREVit PrOJeGt_Fi1tS�082041fADehlquiSU.rvt Snb/2008 4:24:26 PM _ / ' • • ' • MINNESOTA MINNESOTA OFFICE O ILLNOIS WOLD ARCHI7'EC7'S AND BNGINEERS 305 S7. PsrEn Sr. � MICHIGAN S7. PAUL� MIPINSSOTA SSIO2 � Coi.oanDO Fnx. 6 i.zz 6 6 Ta�.. 6 i.ss 5 3•5 4 5 7•7773 • • � 2- 2" x 6" P05r5 4'-8" W/ 2" x 6" 51UD5 @ 1b" O.G. � NOTE: �E5I6NED FOR 5F'RUGE- < PINE-FIR NO. 2 GRADE`WOI�D � FOR SHEA�R WALL U5E MIN. PANEL THIGKNE55 OF 1/2" WITH 10D NAILS SPAGED @ 6" O.G. AT PANEL EDGES HDUS-5D5 2.5 HOLD AND 12" O.G. ELSEWHERE DOWNS WITH l/8" ANGHOR BOLTS, TYP. G BLK BASE TYP. SHE,�R J�t�LL 1 1/2" - � PROJECT: DSG - 5torage Garage DATE: 4l25/08 COMMiSSION NO: 082041 31004 REVISIOI�IS: � REV. DATfi: 5/1 bI08 G:\ RCVit PrOjECt_File5�OB20alUDahlquist)rvt 5/16/�008 4:77.1f Ph� �' / • • • ' � MINNESOTA MINNESOTA OFFICE O ILLINOIS WOLD AACHiTECfS AND ENGINHBRS j05 ST. PETER ST. � MICHIGAN ST. PAUI., MINNESOTA SSIO2 � Cowxnno Fw�c.6 i.zs 6 6�'�t.6 i.ss 5 3•5 4 S 7•7773 ` ` I � ` � VEHIGLE I I f f I � STORA6E � FII� STORA6E � � I WALL GONSTRUGTION: A101 I I�100 � � I I -1/2" bYP BD -4" WOOD 57UD � 16" O.G. I I I I I � W/SPRAY FOAM INSUL.�TTON a I � -1/2" 6YP BI� — , - O" L 8' - ' - 0 4, — 0 „ 2 , _ � ,� �,� --- - - �----------, �---- -- i i i i I I I I I � 1 I 1 1 I , PREP FOR i ; ; ; - — — — — — , � ' FUTURE DOOf� � � � GS SIM. EE AI GS 5� ETAdL /310 3 FOR �2 1 1 FO Q A2 6 RA E DOOR HEA WAL F G, TYP. F IN6 Q 3'-4" 3'-O" 2'-71/2" 8'-O" 3'-O" 8'_O" 3'_O" �LOOR i�L,�N. 1 1 /8" = 1'-O" PROJECi': 175G - 5torage Garage DATE: 4/25/OS COMMISSION NO: 082041 R1/�1 REVISIONS: a REV. DATE: G.`Revit ProjeGt Fileg�081041fA0ai�lqui5t!-M 5/ib/200B dA510 PM Y l w � MINNESOTA OFF[CE O 3OS ST. PETER STREET ST. PAUL, M[NNESOTA 55102 651.227.7773 � � Fnx 65t.223.5G4G . WWW.WOLDAE.COM TO: Prospecrive Bidders MA1L@WOLDAE.COM MINNESOTA ILLINOIS FROM: Wold Architects and Engineers MICHIGAN COLORADO DATE: June 5, 2008 COMM. NO: 082041 SUBJEC"I': Addendum No. 2 for Bidding Documents for the: DSC — Storage Garage Prior Lake, Minnesota BIDS DUE JiJNE I4, 2008 AT 2:00 P.M. 'This addendum forms a part of the Contract Documents dated April 25, 2008. Aclmowledge receipt of this Addendum on the space provided on the Bid Form. Failure to do so may result in disquali�cation of Bid. This Addendum consists of two (2) typed sheets and attachments: Specification Section: 03 30 13 Detail: 1/31005 PROJECT MANUAL 1. SPECIFICATION SECTION 00 Ol 10 TABLE OF CONTENTS. � A. Add section 07 21 29 Spray Polyurethane Foam Insulation and section 03 30 13 Cast-in-Place Concrete to the Table of Contents. � SPECIFICATION SECTION Q133 d0 SUBMITTALS. A. At section 2.06 Submittal List, delete the required mock-up panel for section 04 20 00 and section 07 31 13.• ,,� SPECIFICATION SECTION Ol 79 00 DEMONSTRATION AND TRAIrTING. A. Delete section in its entirety. �.-- SPECIFICATION SECT.[ON 03 3013 CAST-IN-PLACE CONCRETE. A. Specification section issued this addendum. � SPECIFICATION SECTION 08 36 00 SECTIONAL METAL OVERHEAD DOORS. A. At section 2.42 Fabrication, delete paragraph C.3 in its entirety. Page 1 of 2 WOLD ARCIi 1TECTS AT3D EN G INEERS i i A� '1 ` d: : ? ti�'�^ s ��'..j..i�-�Y�X� .�.4_q�� O DETAILS OF CONSTRUCTION � /1. 1/31002 — WALL BASE @ STORAGE SIDE (ISSLTED ADDENDUM #1). A. Revise note "EPDX� GROUT ANCHOR BOLT IN PLACE" to read ST. PAUL, MN "PROVIDE 1/2" DIAMETER THIZEADED ROD 64" O.C. MAX. ELGIN, rL ADHESNE ANCHORED 6" INTO EXISTING CONCRETE." TROY� MI DENVER� co �• 1/31005 — FOUNDATION WALL. A. Detail issued this addendum. DRAWINGS 1. H71A1— FLOOR PLAN. ��Add a note that reads: "SAW CUT AND REMOVE 4" REINFORCED CONCRETE SLAB. SAW CUT AT INSIDE FACE OF 8" PERIMETER FOUNDATION WALL. ALSO REMOVE EXISTING SLAB OVER FOUNDATION WALL AT GAR.AGE AND SWINGING DOORS AND AT FUTURE GAR.AGE DOOR LOCATIONS TO PROVIDE FOR A CONTINUOUS NEW SLAB. EXCAVATE ENTIItE AREA WITHIN FOLTNDATIONS TO BOTTOM OF FOOTIlVG. INSTALL NEW 4" CONCRETE SLAB ON GRA.DE WTI'H 6" X 6" W 1.4 X W 1.4 WWF. CiJT CONTROL JOIN'I'S AT 10'-Q" O.C. MAX. PROVIDE CONTROL JOINf 1!8" WIDE, SAW CUT WITHIN 24 HOURS AFTER PLACING SLAB. DEPTH OF CUT TO BE '/4 OF SLAB THICKNESS. PROVIDE SOILS CONSISTING OF FREE DRAINING, UNIFORMLY GRADED CLEAN SAND WITH LESS THAN 5 PERCENT PASSING THE NUMBER 200 SIEVE UP TO SLAB LEVEL. PROVIDE FOR PROPER COMPACTION OF SOILS." � Add a section cut at the perimeter of the building referencing detail 1/31005 h'p• 2. C8/A2 — SECTION @ OVERHEAD DOOR. �4: Revise note "NOTE: AT SIM. PROVIDE SIDING, VAPOR BARRIER, WOOD SHEATHING..." to read "NOTE: AT SIM. PROVIDE SIDING, BUII,DING WRAP, WOOD SHEATHING..." B. Delete spray foam insulation shown and revise note from Addendum #1 "6" WOOD STUD @ 16" O.C. VJiSPRAY FOAM INSULATION" to read "6" WOOD ST'UD �a 16" O.C." 3. E8/A2 — SECTION @ TYP. N/S WALL. ��A. Add note "NOTE: NO INSULATION OR GYP BD ON VEHICLE STORAGE SIDE. H8/AZ — SECTION @ TYP. E/W WALL. A. Add note "NOTE: NO INSULATION OR GYP BD ON VEHICLE STORAGE SIDE. END OF ADDENDUM #2 Page 2 of 2 WOLD ARCHITECTS AIJ D ENG INEERS ' SECTTON 03 30 13 CAST-IN-YLACE CONCRETE PART 1 GENERA.L 1.01 CONTRACT CONDITIONS . A. Drawings, Details of Construction and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to work spec�ed in tivs section. 1.02 SUMMARY A. Section Includes: Providing all items, articles and materials listed, rr�entioned, or scheduled on the Drawings or herein, including all labor, materials, equipment, and incidentals necessary and required for the instaIlation of all cast-in-place concrete indicated on the Drawings or specified herein. B. In general, the Work involves the following: 1. Slabs on �ade. 2. Concrete fill for masonry lintels, bond beams and cores. C. Products fumished under other Sections and installed by this Section: 1. Anchor bolts, setting plates and inserts. 1.03 REFERENCES A. The following specificarions and standards aze incorporated by reference. Materials and operations shall comply with requirements of the specified issue of published reference. Where provisions of these Project Specifications aze at variance with these reference specificarions and recommended practices, the maximum criteria or requirements shall govern. 1. American Cor�crete Insritute (ACI) 117-90, "Standard Specification for Tolerances for Coricrete Construction and Materials" 2. American Concrete Institute (ACI) 304R-OU, "Guide for Measuring, Mixing, Transporting, and Placing Concrete" 3. American Concrete Institute {ACI) 308.1-98, "Standard Specification for Curing Concrete" 4. AS`I'M A185-02, "Steel Welded Wire Fabric, Plain, for Concrete Reinforceme�" 5. ASTM C33-03, "Concrete Aggregates" 6. ASTM C94-03, "Ready-Mixed Concrete" 7. ASTM C494-99ae1, "Chemical Admixtures for Concrete" 8. ASTM E1643-9$, "Installarion of Water Vapor Retarders Used in Contact with Earth or Granulaz Fill Under Concrete Slabs" . No. Q82041 03 3013-1 Cast-in-Place Concrete _ 9. ASTM E1745-97, "Water Vapor Retarders Used in Contact with SoiI or Granular Fill under Concrete Slabs" 1.04 Si3BMITTALS A. Make submittals in accordance with Section 01300. B. Cast in place concrete 1. Concrete mix designs for each mix used. Include field test data to support mix proportions on request. 2. Product data for admixtures, curing materials and compounds, joint fillers, vapor retarders and non-shrink grout. 1.05 QUAL�TY ASSURANCE A. Work shall conform to the following: 1. ACI 315 2. ACI 318 � 3. ACI 301 except as modified by the require�nts of this Section. 4. ACI347R. B. Maintain a copy of ACI 301 at project site. C. Contractor is responsible for dimensions that shall be confumed and correlated at the job site. D. Contractor is responsible for the fabrication processes, techniques of constraction, coordination of his work with that of all other trades, and the satisfactory performance of his work. 1.06 MATERIAL DELIVERY, HANDLING, AND STORAGE A. Concrete and Accessories 1. Furnish delivery tickets with each load of concrete delivered to the Pmject. Inforn�ation on each ticket shall be as required by ASTM C94 and shall also include: type of concrete (mix number}; weights of all ingredients; maxitrnim aggregate size; type, brand, an amount of admixtures; total water in the batch; maximum amount of water that can be added at the site without exceeding design mix proportions; amount of water added at site and initials of person adding water. Retain tickets until substantial compierion wiless directed otherwise. PART 2 PRODUCTS 2A1 MATERIALS A. Formwork 1. Form Material: As given in Chapters 2 and 6 of ACI 301. Do not use aluminum materials in contact with the concrete. 2. Form Release Agent shall be manufactured for the type of �orm material used; prevent adhesion of concrete to form material, staining of concrete or injury to exposed concrete surfaces; and be compatible with finish material applied to the concrete. No. 08ZU41 03 3013-2 Cast-in-Place Concrete . B. Reinforcement: � l. Welded Wire Fabric: ASTM A185_ C. Cementitous materials 1. Cement: ASTM C 150, Type I. 2. Fly Ash: ASTM C618, Class C or Class F. 3. Use only one type and brand of Portland cement for all exposed concrete. Architect's permission is required to change brands. D. Concrete Aggregates: 1. Fine and coarse aggregates for normal weight strachual and non-structm�al concrete: ASTM C33, well graded with not more than 18% and not less than 8°lo retained on an individual sieve, except: a. Less than 8% may be retained on the coazsest sieve and the No. 50 sieve, and b. Less than 8% shall be retained on sieves finer than No. SQ. c. The above gradation limits aze required for walls and slabs on grade only. 2. Provide maxirnum size specified in mix design schedule. E. Water: Clean and free from deleterious amounts of acids, alkalis or organic materials. F. Admixtures: 1. Air Entraining Admixture: ASTM C260. 2. Water Reducing Admixtures: ASTIv1 C494, Type A and free from chlorides and added lignin. 3. High-Range Water-Reducing Adrnixture (Supeiplasticizer): ASTM C494, Type F or G, free from chlorides and added ligniu. 4. Prohibited Admixtures: Calciurn chloride, thiocyanates or admixtures containiug more than _OS% chloride ions. 5. Do not use accelerating or retarding admixtures without written approval of the Architect. 2.Q2 ACCESSORIES A. Curing Materials: I. Interior Curing Compounds: ASTM C309, TyQe 1-D, compahble with ather surface treatments. 2. Acrylic Curing and Sealing Compound: ASTM C309, Type 1, VOC cornpliant, 18% minunum solids. 3. Moisture-cover curing materials: ASTM C171, curing paper, white polyethylene film at ternperatures above 60°F, black polyethylene film at temperatures below 8U°F. 4. Curing compounds shall not have any adverse affect on finishes, traffic topping or sealers. Coordinate with the finish, traffic topping or sealer manufacturer aud receive written confirmation before applying. No. 082041 03 3013-3 Cast-in-Place Conerete • B. Floors: Meet requirements ofASTM E1745 Class C or A. Include manufacturer's recommended joint sealing tape and pipe/conduit penetration boots. Provide appropriate type for scheduled fvush materials: 1. Floor slabs scheduled to receive low permeance floor coverings or coatings such as VCT, quartz reinforced composition tile, sheet vinyl, PVC, carpet, rubber, urethane, epoxy, and paint: a. Materials: Meets Class C, IQ mil minimum thicl�ess plastic sheeting, permeance rating per ASTM E96 of 0.03 perms or lower. b. Manufacturers/Products: Stego Wrap by Stego Industries; Rufco 3000B by Raven Industries; Griffolyn T-85, T-105 by Reef Industries. C. Expansion Joint and Isolation Joint Filler: Preformed, resilient, non extruding asphalt impregnated cane fiber, ASTM D1751. D. Grout for bearing plates for steel beams and columns bearing on concrete and masonry: ASTM C1107, non- metallic, Grade B. Conformance to ASTM C1107 shall occur with a minimum temperattue range of 45°F to 9Q a fluid consistency, and a minimum 30 minute working time. 2.03 MiXE5 A. Submit concrete mix design for each type of concrete at least 24 days prior to the proposed stait of placement. Mix designs must be reviewed prior to pouring concrete. Review is for conformance with specification requirements only. Contractor is responsible for performance. B. Concrete shall conform to the requirements of ASTM C94 (Option A) unless other requirements of this project specification aze more stringent. Establish mix proportions according to the procede�re in ACI 302. C. Provide concrete with workability such that it will fill the forms, without voids or honeycombs, when properiy vibrated, without permitting materials to separate or excess water to collect on the surface. D. Provide mixes meeting the following minimum requirements: Maximum 28-Day Maximum Air Content Water Maximum Use Compressive Aggregate Size (ASTM C231) Cement �oric�e Ion Strength (M'n'� Ratio Content % Exterior Concrete, 5,000 psi 3/4" Class 4S 4%Z% - 7%2% 0.4t? 0.15 Gazage Floors Slabs on Grade 4,000 psi 3/4" Class 2S ---- 0.45 1.00 Masonry Core Fill, Bond 3,000 psi 3/8" Class 1 S ---- 0.60 1.00 Beams, Lintels, Pilasters E. Slump at point of discharge shall not exceed 6" for concrete without superplasticizer and 8" for concrete with supeTplasticizer. F. Substitution of fly ash for Portland cement shall not exceed 30% by weight of cement for footings and 25% by weight of cement for other concrete. G. Exterior concrete includes: exterior sidewalks, aprons and slabs; semi-exterior slabs at overhead doors, loading docks, etc.; exterior walls, etc. No. 082041 03 3013-4 Cast-en-Place Concrete PART 3 EXECUTION 3A1 PREPARATION A. Establish a bench mark in an accessible locarion and use as a reference point for various construction levels. Maintain in an undisturbed condition until final completion. B. Do not embed pipes other than non-aluminum electrical conduit or snow melting pipes in any structural concrete. Maximum total dimension of pipes embedded in concrete bearns and columns shall not exceed 15% of least sec6on dimension. C. Slabs on Grade: 1. Verify subgrade compaction tests have been performed and aze accepted. 2. Verify subgrade is level and within acceptable tolerances. 3. Lay vapor barrier per ASTM E 1643 and manufacturer's written instructions for interior slabs on grade. Lap joints 6" minimum and seal. Do not place vapor retarder until building has been enclosed. 4. Verify subgrade is substantially dry with no freestanding water, muddy spots, or soft spots and is free from snow or ice. 5. Verify completion of all underfloor mechanical end electrical work 6. Provide 3 inch minirnum cover bottom and 3 inch minimum cover sides at electrical conduits and other embedded items. 3.02 FORMWORK ERECTION AND INSTALLATION A. Provide forms for all concrete work. Construct forms to slopes, lines and dimensions shown, plumb and straight and sufficienfly tight to prevent leakage. B. Securely brace and shore forms to prevent displacement and to safely support construction loads. C. Lay out all work and check general building lines and levels established. Coordinate layout and measurements and if discrepancies arise, report them to the Arclutect. D. Keep wood fornas wet as necessary to prevent shrinkage. E. Thoroughly clean all forms of debris immediately before concrete is placed. F. Inserts, Embedded Part And Openings 1. Build in sleeves, thimbles and other items fiunished or set in place by other trades. Accurately position and support these items. Fill voids with a readily removable materiat to prevent entry of concrete into voids. No. 082041 03 30 ]3-5 Cast-in-Place Concrete 3.03 INSTALLATION — REINFORCEMENT A. Lap wire mesh in slabs on grade so that full, uncut squares of inesh of both sheets lap each other at least 1-1l2 times or 6", whichever is greater. � 3.04 JOINTS A. Locate slab on grade construction and control joints as given on Drawings and submit drawings showing proposed locations. Cut joints as soon as concrete has hardened sufficiently to prevent aggregate dislodgement. Cut to a depth of one-fourth the slab thiclrness or as shown on the drawings. Co�lete sawing within 12 hours of placement. B. Where new concrete is to be placed against concrete that has set, roughen and clean the existing surfaces. Thoroughly wet the existing surfaces and slush with a neat cement grout immediately before placing new concrete. 3.05 CONCRETE MIXING A. Use cooled or heated water in accordance with ACI 306 and 305. B. Air-entraining and chemical admixtures, if approved, shall be charged into mixer as a solution and dispensed by an automaric dispenser or similar metering device. Powdered admixtures shall be weighted or measured by volume as recommended by the manufacturer. Superplasticizer may be added at the job site to maintain the slump requirement. C. Two or more admixhues may be used in same concrete, provided such admixtures are added separately during batching seque�e. Admixtures used in combinarion shall retain full efficlency and have no deleterious effect on concrete or on properties of each other. D. Ready mixed concrete shall be transported to the site in watertight agitator or mixer trucks loaded not in excess of rated capacities. Schedule and dispatch treicks from the batching point so that they shall arrive at the site of the work just before the concrete is required to avoid excessive miacing of concrete wlvle waiting. E. Discharge at the site shall begin within one (1) hour after charging. Concrete may be used as long as it is of such slump that it can be placed and properly consolidated without the addition of water to the batch (other than water added prior to the start of discharge as given below). If elapsed time since batching exceeds 90 minutes, or if drum has revolved more than 300 revolutions since batching, test air content, slump, and temperature for conformance to this specification prior to placing. In no case shall the rime between batching and complete discharge exceed 120 minutes. Do not pernvt retempering of concrete. Discazd concrete that has obtained its initial set. F. Do not ac� water after the inirial introduction of the mixing water for the batch, except at the start of discharge, subject to the conditions below. In this case, the producer may add water in an amount not exceeding that allowed to achieve the design water/cernent ratio. The drum blades shall then be turned an additiona130 revolutions minimum at mixing speed. Water shall not be added to tbe batch at any later time. Reject concrete if water is added and these conditions are not met. � 1. The measured slump of the concrete is less than that specified in the mix design. 2. No �re than 60 minutes have elapsed from the time of batching. 3. The ready-mix plant is norified and approves. 4. Truck tickets indicate maximum amount of water to be added. � No. 082Q41 03 3013-6 Cast-in-Place Concrete _ 5. Water is added in a manner to control volume. 6. Special Inspector is notified, if concrete pIacement requires inspection. G. Maximum concrete temperature delivered to Project site shall be 85 degrees F. H. If, during the progress of the work, it is impossible to secure concrete of the required workability and strength with the materials being fumished by the Vendor, the Architect may order such changes in the proportions or materiaIs, or both, as may be necessary to secure the desired properties, subject to the stated requirements. Make any changes so ordered without extra compensation. 3.06 PLACING � A. Do not place concrete until all reinforcement is in place, forms have been cleaned, formwork and reinforcing inspections made, all discrepancies corrected, and Architect's pernussion has been given. B. Do not place in rain, sleet or snow uniess exposed concrete surface is protected from moisture. C. Place concrete in accordance with ACI 301, unless modified herein. D. Follow recommended practices of ACI 304, unIess modified herein. E. Protect existing concrete work to be exposed to view and other finished materials from damage and staining resulting from concreting operations. Handle concrete carefully to avoid dripping and spillage. Cover sills, ledges and other surfaces with protective coverings as necessazy to protect the work. F. Place concrete as continuously as possible until pour is complete so that no concrete is placed against concrete that has attained its initial set, except at authorized joints. If, for any reason, the concrete pour is delayed for more than 45 minutes, bulkhead pour at last acceptable conshvction joint Immediately remove excess concrete and clean all forms and insitu concrete surfaces. G. Place concrete as near as possible to its final position to prevent segregation. Do not use vibrators to transport concrete. H. Immediatety remove concrete spilled on existing surfaces. 3.0'7 FINISHING A. L'nformed Surfaces: Provide finishes per ACI 301 as scheduled and to the folIowing tolerances. Conformance shall be determined by placing a freestanding straightedge on the surface. The gap beneath the straightedge shall not exceed that specified at more than 10% of the san�ples. Samples shall be evenly distributed over the surface and taken in an equal number of perpendicular directions with at least one sample per l OQ square feet. No gap shall exceed that specified by more than %<". i. Troweled Finish: Conventional straightedged tolerance per ACI 117. Slope slab to floor drains. B. Clean exposed concrete to remove laitance, e�lorescence and stains. 3.08 CONCRETE CURING AND PROTECTION A. C�re concrete according to ACI 308.1 as amended by the following requirements. B. Freshly deposited concrete shall be protected from premature drying and excessively hot or cold temperatures, and shall be maintained with a minixnal moishue Ioss at a relatively constant temperahue above 55°F for a total of 7 days for normal cancrete or 3 days for high-early strength concrete. Na 082041 03 3013-7 Cast-in-Place Concrete - C. Curing may be tenninated earlier under the following conditions: 1. At least 4 field cylinders for each pour, prepared and cured according to ASTM C3l alongside tt�e concrete they represent, reach 70% of the specified 28-day strength. 2. The concrete temperature is maintained above 50°F and laboratory cylinders reach 85% of the specified 28-day strength. D. Protect concrete from excessive changes in temperature during the curing period and at the ternrinarion of the curing process. Changes in the temperature of the concrete shall be as uniform as possible and shall not exceed 5 degrees F in any one hour or 50°F in any 24hour period. E. Unformed Surfaces: 1. Cure interior floors and stairs exposed in the finished work using an acrylic curing and sealing compound. Provide a second coat of acrylic curing and sealing compound imrr�diately prior to substanrial completion. Clean floors, and apply sealer strictly according to manufacturer's instructions. 2. Cure exterior concrete using �terior concrete curing compound. 3. Cure aII other unformed surfaces using a curing compound or by covering with waterproof paper or polyethylene film. F. Apply waterproof paper or polyethylene film as soan as finishing operations are complete and the concrete is sufficiernly hard to be undamaged by the covering. Use appropriate color of film based on ambient temperature. Sprinkle concrete with water as necessary during application of covering. Lap edges and ends at least 6 inches, and seal laps. Weight down covering to prevent movement_ Patch holes and tears that occur during the curing period. G. Apply curing compounds strictly according to the manufacturer's instructions using low pressure spray equipment. Apply curing cornpounds as soon as finishing operations are complete, free water on the svrface has disappeazed and no water sheen can be seen. Apply two coats at right angles to each other where necessary to achieve proper coverage. 3.10 HOT WEATI�IER CONCRETING A. Apply recomnnended practices of ACI 305R when temperature and humidity will affect placing and finishing or �y cause plastic shrinkage cracl�ing. B. The following additional requirements apply when the temperature exceeds 70° F. 1. Provide eoncrete meeting the following tern�erature requirements: Wind Speed (mph} oM�- Relative Humidity M�imum Concrete Temperature (° F) 0-10 3� 80 10-15 30 75 15-20 30 70 20-25 30 65 2. Do not place concrete if the relarive humidity is less than 30% 3. Do not place concrete without windbreaks if the wind speed at the slab elevation is greater than 25 mph. No. 082041 03 3013-8 Cast-in-Place Cancrete . - 4. Maintain surface moisture during the initial curing period between placement and final fuushing by using fog sprayers, evaporation reducing materials, or shade (individually or in combination). 3.11 COLD WEATHER CONCRETING A. Concrete placed during cold weather shall conform to the requirements of ACI 306.1. B. Cold weather is defined as 3 or more successive days when the average daily outdoor temperature is less than 40 degrees F. C. Do not place concrete on frozen subgrades. D. Maintain protection for the entire curing period defined above and for a minim� of 48 hours after placement of concrete. E. Submit detailed procedures for cold weather concreting. Review shall be for information only. F. Follow recommended practices of ACI 306R 3.12 FIELD QUALITY COAiTROL A. Testing 1. The Owner will provide the foIlowing tests and inspections: a. Tests for cast in place concrete. i. Comgression test specimens: ASTM C31. One set of fow standard cylinders of concrete for each compressive sirength test. Mold and store cylinders for laboratory cured specirr�ens. ii. Compressive strength tests: ASTM C39. One set of four cylinders for each day's pour between one and 25 cubic yards_ If a day's paur exceeds 25 cubic yards, one set of four cylinders for each additiona150 cubic yazds, oz fraction thereof. One specimen tested at seven days, two at 28 days, and one specimen retained in reserve for later testing if required. For post tensioned concrete, make and test an additional cylinder at three days to verify strength prior to stressing. (When frequency of testing will provide less than five strength tests for a given class of concrete, conduct at least five strength tests from randomly selected batches. If fewer than five batches aze used, conduct one test from each batch.) ni. Slump: ASTM C143. One test at point of discharge for each set of campression test specirr�ens; additional tests when concrete consistency appears to have changed. iv. Air entraiament: ASTM C231. Test the first batch of air entrained concrete and one additional test for each set of compression test specimens. v. Concrete ternperature: Test hourly when air temperature is below 40 or above 80 and each rime a set of compression test specimens is made. B. Contractor Requirern�ents: 1. Provide services of an independent laboratory to perform the following: a. Make and test additional cylinders to determine terminatian of curing procedures. b. Make and test additional cylinders to determine termination of cold weather praetices. END OF 5ECTION 03 3013 No. 082041 03 3013-9 Cast-in-Place Concrete , � ' � ' • • ' • + MINNESOTA MINNESOTA OFFICE O ILLtNOIS WOLD ARCHITECTS AND ENGINEERS MICH36AN j05 ST. PETER ST. � ST. PAUL� MINNESMA SSS02 COLORADO FAX. G I.22 G 6 TEa. 6 I.22 5 3•5 4 5 7•7773 EXISTIN6 ASPHAULY EXI5TIN6 GONG. SLAB EDGE (DEMO AT OPENIN65) ` • ° ' a .� ' . �° NEW REINFORGED 4" GONG. SLAB �1=1 I »�� ;s�.�:. ,�.�. —I � I-1 I(_•�� yD:' NEW 6RANULAR SAND FILL I � I �:f s� _� � �_� �� T t�'� NEW 2" PERIMETER INSULATION c� I={ I I '�� `. ��= ��►�°�� :�x_ :. _! I 1=1 I I:��r x EXISTIN6 FOOTIN6 AND `�f � I Y �� e , q �, FOUNDATION WALL ` ��;3: — I I (—i .^�.:. Y4,w,# ` ' :N 7� � -�T�� I I ( ��1?' i,��A — I I I I — — I I I I I EXI5TIN6 EARTH � � I f � I I� � I �— � �—� I � �OU1�t17,�TlOK Y�I�LL ' 1/2" = 1'-0" PROJECT: D5G - 5torage Garage DATE: 4/25/08 CONIlvIISSION NO: 082041 31005 REVFSIONS: � REV. DATE: I55UED BY ADDENDUM #2 G:LRevit ProjeGt_Fiie5�00204tlADahiquiSU.rvt 6/5/2008 2 12 41 PPt P R 1� R LAl BUiLDR G AND�INSPECTI�JN . � PE TI N RE F�!� I I�1 SITE ADDRESS � � `� � �'�— � � • NATURE OF WORK � �-� � � USE OF BUILDING t cr �� PERMIT NO. �'�° DATE ISSUED 7 3o B� CONTRACTOR �� ►��--�� C�� • PHONE �� - 3�3�� 3�3 NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT N$PECTOH DATE FD��N� FUUNDAT10P1 �Prior to Back#illj P�ACE NO CONCRETE UNTIL ABOVE HAS BEEN Si�NED ROUGH - Ii�1S FRAlUI1NG d lN�t�L.ATiflN 8 �-.�, E�.E�TRICAL �il� e�fl� uired �� #Ml�l�IR TEST Ct)VER NO WORK UNTIL AB4VE HAS BEEN Sl+GNEa FINAL.S GiRA�lNG Prior to Saddin BUIL��'11t�6 " � 7 � ELEG7'AI+CAL � �� M�ATT�N+G DO NOT OCCUPY UNTIL ABflVE HAS BEEN SI�NED NOTI�E This caurd must be paste�d near ar� eHectric�l s+�vice cabinet prior to rough-in ir�sp�or�s a»d maintained unt�l all lnsprections have been approvad. tin buiidings and additions where no service cabinet is available, card shail be placed near main ernrance. . � . ` ' � FOR ALL INSPE�TIONS {952) �447-9850