The URL can be used to link to this page

Home My WebLink About2012-00750 - addn/remodel/repair � CITY OF ORONO * z 0 1 2 - PJ 0 7 5 0 * � � 2750 KELLEY PARKWAY DATE ISSUED: 08/02/2012 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1180 LOMA LINDA AVE PIN : 08-117-23-23-0002 LEGAL DESC : UNPLATTED 08 1 17 23 : LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPA(R PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 10,000.00 NOTE: RGPA[R GARAGE FLOOR APPLICANT PERMIT FEE SCHEDULE 191.75 STRUCTURES UNLIMITED, INC. STATE SURCHARGE(VALUATION) 5.00 5425 CLAYTON DR[VE MAPLE PLA[N, MN 55359 MISC FEE 0.00 �� TOTAL 196.75 Minnesota State License#: BC173396 PAID WITH CC# 4520 OWNER BURNS, MATTHEW 1180 LOMA LINDA AVE MOUND, MN 55364 AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and thc State Building Code. This permit is for only the work described and does not grant permission for additional or�elated work which requires separate permits. All provi ' s of laws and ordinances goveming this type of work shall be compied it�whether or not specified herein.This permit will expire and beco e null and void if construction authori �not commenced with n 180 days of the date of issu ,or if construction is suspended for a raod of 180 day t a e after work has commenced. The applicant is r ponsible for surmg all required inspections are requested in conf rmance w' the State Building Code.This permit may be revoked at any t e for d}r�cause. / / � � A p�can P itee Signature Date Issued y S' ature te SEPARATE PERMITS REQUIRED FOR WORK OTHER HAN DESCR[BED ABO . � =' �, . � � �`w"Y">� .*�.�. c� :' � ��; ' ' ��y c�f O r'O n O � . " B�ifding Permit Appiica�io� for Maintenance / RenQvatio� � �;�;. ,.:z ` (windows, doors, siding, re-roof, etc.) M,ai(ing Address: �� ,0,�. PO Box 66 Permit number. � �„ � Crystal Bay, MN 55323-0066 Qate received: I,a -�'� �, StreetAddress: Received by: � x: �r I��'' �: 2750 Kelle Parkwa � � � o Y Y Pfan review fee: t;, , r9�Esxo4`'� Orono, MN 55356 �� Total Fee: � Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. �`� incompfete appfications will be returned. (Please print) �,� " GENERAL INFORMATION: � P� / �'" zry: Job Site Address: � `�� = �� ,�'� .�j� ,� � ��= Will this be a Parade of Homes, Remodelers Showcase Home or other Disp{ay Home? ❑ Yes o �; �, ,' !f yes, a specra/event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus servrce wil!be ;� �:' required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events wil/not be allowed. �� _�;; �''' CONTRACTOR/APP T INF RMATIOI�: � �.� �'. �;` Name: � �j'j��-� �'-� ; .�'; State License# Expiration Date: � � Lead Certification Number: Expiration Date: � �� (for work on f�omes tha were constru fed prior ?978 � Phone: r v� ^ (office) � � ,� (cell) Mailing Address: S � � City: IP: "` Contact Person: , A ficant is: on a r / Homeowner ` y[ pp (Circle One) , � Email and/or Fax: s�r,�� h , ,,�, �' ,h�• C v �' �,: PROPERTY OWNER INFORMA (�: � � �$ Name: 0°"%"0�,� �/�-� � �: ` Phone(day): l 'O�z '�- �S�/ / ' Address: �� iy�tlCl ��,�`�C�/c,� �r��-P City: �/1j .� ZIP: ,��36 � �; Email and/or Fax /jjj�r,�S �'� �� =;; ;M�; �:�: PROJECT INFORMATION: Type of Project: �� Any earth movement may require i ❑ Door(s) � ❑ Remodel ❑ Fire Qamage MCWD review&permifs: Minnehaha Creek V1.atershed District(MCWD) ❑ Re-roof, asphalt �2epair ❑ Storm Qamage 18202 Minnetonka Blvd ❑ Re-roof, cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391 f� Phone: °52-471-Q590 � ❑ Re-roof, other(specify) ❑ Siding �Other: (specify rax: 952-471-0682 `' I ❑ Window(s) www.minnehahacreek.orq y� Overall Project Description: Estimated Construction Vaivation of Project (exciuding land) $ /�� -�e� �� APPLICANT ACKNOWLEDGEMENT: � i • Agrees to provide all information required or requested by the Building Department; • Certifies that the information supp(ied is true and correct to the best of his/her knowledge. The applicant recognizes that they � are solely responsible for submitting a compiete appficaiion being aware that upon failure to do so, the staff has no aliernative �� but to reject it until it is complete; �' `�,�_,-r.� , - • Some or all of th ' for 4 ion that you are asked to provide on this application is classified by State law as either priva'te or I� �� .' confidential. Pri ate d a is information which ge�e�ally cannot be given to the pubiic but can be given to the subject of tne �; data. Confiden ial data ' information which generalfy cannot be given to either the public or the subject of tne data. Our � purpose and int nded use this information is ta annualfy update our records and records of other governmental agencies � � re uired b law. ou refuse to u f the information,,the a plicafion ma not be issued. �� ;• �. �� ApplicanYs Signature: �-_---- --- Date: �� ka� V �5`. �s Last Updated: 08-09-2011 '; ,� . , � � r��t��,e'.��a,�' :,� �� ' . � _...-- b - �- -- �'c...�.i►'2 Ross Langhans _ From: arlen.grant@comcast.net Sent: Tuesday, April 17, 2012 8:01 PM To: Ross Langhans Subject: Re: Orono Project Attachments: image001.png Ross, Typically a basic procedure is included in the structural notes on removal and reinforcement projects like the Loma Linda Lane job. I was reviewing the options, and am considering recommending the following sequence: 1) the removal of the loose 'fall hazard' material from the bottom of the block slab 2) the installation of the concrete formwork from the bottom of the block slab including plywood and construction grade dimensional lumber shoring 3) removal of the material strip from the top of the slab 4) setting rebar and 5) casting concrete and finishing using the formwork installed prior to material removal. This would be a bit slower than 'dropping' the material, however it would remove shoring during demolition and allow a more controlled demolition process. Note that the patching of the miscellaneous small areas would be done from the bottom of the slab. Is this procedure acceptable to you? Kind regards, Arne From: "Ross Langhans" <ross@structuresunlimitedonline.com> To: "arlen grant" <arlen.grant�comcast.net> Cc: mburns@visi.com Sent: Friday, April 13, 2012 7:12:40 AM Subject: RE: Orono Project Arne, Same here± Job address is 1180 Loma Linda Lane, Orono. See you at 10 am Saturday. ROSS A. LANGHANS,OWNER STRUCTURES UNLIMITED, INC. www.structuresunlimitedonline.com cell#61�-384-4663 ��,�,��,��t�at ��n�rat e�rr� ��7�1�� i��l,t��r:. �.�.��.� 1 Arien P. Grant, PE, LEED AP Structural Engineer 1286 Oldridge Avenue N West Lakeland, MN 55082 Date: April 20, 2012 To: Ross Langhans Structures Unlimited, Inc Maple Plain, MN 55359 Project#: 12025 Subject: Garage Repair 1180 Loma Linda Lane Orono, MN Dear Ross: As requested, I have performed a structural review of the proposed garage floor repair at 1180 Loma Linda Lane in Orono, MN. The scope of my work included one site visit performed on April 14,2012 where the existing garage supported floor structure was observed at the proposed work area. My calculations indicate that the new framing members and repairs as shown on the attached Structural Notes and sheets S1 through S8 dated 20APR2012 are in accordance with the structural provisions of the current Minnesota State Building Code. The opinions and recommendations contained in this submittal are based on design-check calculations performed based on the information gathered, on information p�ovided by you, the Owner, and a site visit performed as a part of this project. It is possible that conditions exist that cannot be discovered or judged as a result of the limited nature of the site visit; if field conditions are discovered during construction that affect these plans contact the structural engineer for further discussion. The work provided in the preparation of the report concerns the structural system only and is not intended to address mechanical, electrical or plumbing systems, fire protection or accessibility. This report does not address any portion of the structure other than those areas mentioned. It does not provide any warranty, either expressed or implied, for any portion of the structure. In recognition of the relative risks, rewards and benefits of the project, the risks have been allocated so that the Cliertt agrees that, to the fullest extent permitted by law, Arlen P. Grant's total liability to the Client shall not exceed four times the total amount paid for the structural engineering services. If you have any questions, please feel free to contact me. Sincerely, Arlen P. Grant, PE, LEED AP I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name:Arlen P. Grant � i Signature: Date: A�ril 20. 2012 License#:43827 Garage Repair 1180 Loma Linda Lane , STRUCTURAL NOTES MATERIAL STRENGTHS Reinforcing Steel Bars, ASTM A775 or A934, Gr.60, Fy=60 ksi (touch up with epoxy rebar spray pairrt prior to concreting) Rebar chairs to be plastic. Rebar tie wire to be epoxy coated. Concrete f'c=compressive strength in 28 days 4,000 psi air errtrained at 4 to 6 percent Structural Lumber All dimensional lumber-#2 SPF (Spruce Pine Fir) or equal (unless noted otherwise) DESIGN LOADS Floors Garage Floor Live Loads Typical 50 psf [Or] 2000 pound load over any 20 square inch area EXISTING CONDITIONS Contractor shall verify all dimensions, elevations, and details of existing structure where they affect this construction prior to fabrication. TEMPORARY BRACING Contractor is responsible for bracing,without overstressing, all structural elements as required at all stages of construction until completion of this project. Use caution when operating equipment adjacent to foundation walls. DIMENSION LUMBER All lumber shall be of good quality and not have large splits and checks and shall be visually inspected by the contractor at the time of construction. POURED CONCRETE Concrete shall not be laid when the temperatures of the outside air is below 40°F, unless approved methods are used during construction to prevent damage to the concrete. OPENINGS Verify size and location of all openings with architectural and mechanical. Openings in floor and roof not shown on structural drawings must be placed between structural members. Cutting and notching which exceeds the limits of the information provided on the structural drawings must be approved by the structural engineer. SUGGESTED PROCEDURE The following contains the major steps of a basic procedure that was coordinated with the General Contractor regarding the 64"wide strip replacement. Alternate procedures are acceptable provided they do not overstress the structure during construction and result in the same finished condition. 1) Remove the loose material from the bottom of the supported masonry block slab. 2) Install the concrete formwork from the bottom of the block slab including plywood and dimensional lumber shoring. 3) Sawcut and remove of the 64"wide strip working from the top of the sfab. 4) Finish installing formwork and then install the waterstop and rebar. Take photos and email to structural engineer for review prior to casting concrete. 5) Touch up epoxy coated rebar with spray paint and coat the forms with form release agent. Do not coat epoxy coated rebar with form release agent. 6) Cast concrete using proper concrete vibration procedures and finish to match existing slab. 7) After concrete has cured, remove formwork, grind fins, and complete patching operations. 20APR2012 PROJECT: 12025 Page 1 of 1 � Azv, S W J Y J 240± FIELD VERIFY ��a� FOR MATERIALS 3 w`"P° Y V A� Z �� Q� ��1W �- - - - - -� - - - - - - � W� � II F-U � EXISTING MAS❑NRY I W�Z W ! F�UNDATION WALLS >W�w i BEL�W BLOCK SLAB I � o a� ��J U W r,W Z � I � G1❑ 4 � S2 �z� ALIGN SAWCUT WITH ❑ I � BL�CK J�INT BELOW � ' � — — — _ _ _ _ _ _ � REMOVE SA WCUT 6 FR❑M SLAB T❑ INSIDE FACE �F' EDGE OF CONCRETE BLOCK DRIVEWAY PAVEMENT WALL BEL�W ' _ _ _ _ _ _ _ _ _ -� I ALIGN SAWCUT WITH � W , BL�CK J�INT BEL❑W � Q i S2 Q j I � ; I o ' EXISTING MAS❑NRY � BL�CK SLAB SPANS z I FR�M FR�NT T❑ REAR � �F EXISTING GARAGE I �` — — — — — — — — — — — — J SHEET N�TES� 1 DIMENSI�NS ARE IN INCHES UNLESS N�TED �THER WISE. 2� TEMP�RARY 2x4 @ 24 ❑N CENTER SH❑RING WALL. STUDS T❑ ALIGN WITH W��D JOISTS AB❑VE, BOTT�M PLATE, T❑P PLATE, AND STUDS T❑ BE SPRUCE/PINE/FIR STUD GRADE ❑R BETTER, 0 TEMPORARY 2x8 @ 24 ❑N CENTER SHORING JOISTS, JOISTS T❑ ALIGN WITH W�OD STUDS BELOW, J�IST T� BE SPRUCE/PINE/FIR #2 ❑R BETTER. RIM J❑ISTS TD BE SPRUCE/PINE/FIR STUD GRADE ❑R BETTER. 40 EXISTING CONCRETE HEADER OVER GARAGE D��R T� REMAIN. 5� TEMPORARY 5/8 PLYW��D SHORING WITH 40/20 SPAN RATING. PR�JECT; SHEET TITLE� GARAGE REPAIR, SH❑RING AND SAWCUTS S � 1180 L�MA LINDA FL❑OR FRAMING PLAN CGARAGE SUPPORTED SLAB) DRAFTER: ENGINEER� DATE� PROJECT: SCALE� APG APG 20APR2012 12025 1/4" = 1'-0" ALIGN SAWCUT WITH B�OCK J❑INT BEL❑W CDRILL THR❑UGH REM�VAL AREA EACH END TD L�CATE ACCURATELY) 4 00000000000aooaoo 0 __. __ __ ______ _ _ _ _ _-�'- ____ ___ � __ __._. ___,__ __ ____ ��, � 48 PLYW��D 48 PLYWO❑D ' ��< � � ' 9 EXISTING C❑NCRETE SLAB ON GRADE ' , � � � SHEET NOTES� 1 DIMENSI�NS ARE IN INCHES UNLESS N�TED �THERWISE. 2 SEE SHEET S1 F❑R ADDITI�NAL INF�RMATI�N, 3� ATTACH T❑ EACH STUD/J❑IST WITH 2X 16d NAILS, 4� ATTACH SHEATING T❑ J❑ISTS WITH lOd NAILS @ 12 ON CENTER. 50 T�ENAIL EACH J❑IST T❑ WALL T�P PLATE WITH 2X 16d NAILS, 60 ATTACH B❑TT�M PLATE T❑ C�NCRETE SLAB AT 48 ❑N CENTER WITH 1/4� X 4 L�NG TAPCON. 7� LAST 2x4 STUD T❑ BUTT AGAINST EXISTING CONCRETE BL�CK WALL, FASTEN 2x4 STUD T❑ WALL AT BRACE LOCATI❑N WITH 2X 1/4b X 4 L❑NG TAPC�NS, � TEMP�RARY 2x4 BRACE. SPRUCE/PINE/FIR STUD GRADE ❑R BETTER, F�ULL LENGTH OF STUD WALL, SPLICE BY �VERLAPPING ❑N ❑NE STUD, 90 TDENAIL STUD T❑ PLATE WITH 2X 16d NAILS, PR�JECT; SHEET TITLE� GARAGE REPAIR, SH❑RING AND SAWCUTS �` � 1180 L�MA LINDA FL��R FRAMING SECTI�N J CGARAGE SUPP❑RTED SLAB) DRAFTER� ENGINEER� DATE� PROJECT; SCALE� APG APG 20APR2012 12025 3/4" = 1'-0" i - - - - � - - - - - - -� � EXISTING MASONRY � FOUNDATI�N WALLS � I BELOW BL�CK SLAB I I � 4 S4 AT F��RMWORK AND REBAR � i � S5 AT C�NCRETE � 3 I � I �- - - - - - � - - - S6 � - - - - � - - - - - -� S6 �- - - - - - - - - - � � w ; S4 AT FORMWORK AND REBAR � Q � S5 AT C�NCRETE � ¢ � � � i I � 0 EXISTING MAS�NRY � BLOCK SLAB SPANS � � FROM FRONT T❑ REAR � j ❑F EXISTING GARAGE I �` I - - - - - - - - - - - -� SHEET NOTES� 1 DIMENSIDNS ARE IN INCHES UNLESS N�TED ❑THERWISE, 0 CONCRETE BRIDGING J❑IST AT MID-SPAN. 30 FL❑OR DRAIN, DESIGN BY PLUMBER, 4� SPACE REBAR T❑ AVOID FL�❑R DRAIN, PR�VIDE MINIMUM ❑F 2 CLEAR BETWEEN EDGE OF REBAR AND EDGE ❑F FL�OR DRAIN, CUT 1X #6 L�NGITUDINAL SLAB REINFORCING BAR SHORT ❑F DRAIN BY 2. PR❑JECT� SHEET TITLE� GARAGE REPAIR, NEW PAN AND J�IST �` � 1180 LOMA LINDA FL��R FRAMING PLAN J <GARAGE SUPPORTED SLAB) DRAFTER: ENGINEER; DATE� PR❑JECT; SCALE� APG APG 20APR2012 12025 1/4" = 1'-0" 7��8± 11�4 7�4 11�4 7�4 11�4 7��8± o aao o = - a - =� o - -,a o eoo 0 , , __ _ - ._ __- ___ -- 1�2 =-- - - ---- 8 6 4 SHEET NOTES� 1 DIMENSIONS ARE IN INCHES UNLESS NOTED OTHERWISE. 2 SEE SHEET S1, S2, AND S3 F�R ADDITIONAL INF❑RMATION, 30 2x4 STUD GRADE ❑R BETTER FORMW�RK, ATTACH T� PLYW��D WITH lOd NAILS @ 24 ON CENTER FR�M B�TTOM, 4� 2x12.STUD GRADE ❑R BETTER F❑RMW❑RK. ATTACH T❑ 2x4 FORMWORK WITH lOd NAILS @ 24 ON CENTER, 5� 2X #9 REBAR CONTINU�US FULL �ENGTH �F EACH C❑NCRETE J�IST, H❑LD 6 CLEAR AT FR�NT ❑F GARAGE AND H�LD 2 CLEAR FROM EDGE ❑F NEW C❑NCRETE ❑THER END CFIELD V ERIFY LENGTH AFTER C�NCRETE REM�VAL), SUPPORT WITH REBAR CHAIRS T❑ MAINTAIN 3/4 CLEAR FR❑M B�TT❑M ❑F REBAR T❑ B❑TTOM ❑F C�NCRETE J�IST. 6� 11X #6 REBAR @ 6 ❑N CENTER C❑NTINU�US FULL LENGTH ❑F C�NCRETE SLAB. HOLD 2 CLEAR FROM EDGE �F NEW CONCRETE EACH END <FIELD VERIFY LENGTH AFTER CONCRETE REM�VAL). SUPP❑RT WITH REBAR CHAIRS T� MAINTAIN 3/4 CLEAR FROM B❑TT�M ❑F REBAR T❑ B�TTOM ❑F C�NCRETE SLAB, 7� #4 X 60 L❑NG REBAR @ 12 ❑N CENTER. SUPPORT ❑N T�P OF PERPENDICULAR REBAR. 8� #4 X 14 LONG REBAR @ 24 ❑N CENTER, DRILL AND HILTI HY150 ADHESIVE ANCH❑R INT❑ T�P �F MAS�NRY BLOCKS WITH 2 EMBEDMENT. 90 CUT THIS #6 L❑NGITUDINAL SLAB REINFORCING BAR SH�RT ❑F DRAIN BY 2, PROJECT, SHEET TITLE� GARAGE REPAIR, NEW F�RMWORK AND REBAR � � 1180 L�MA LINDA FL❑�R FRAMING SECTI�N CGARAGE SUPP❑RTED SLAB) DRAFTER; ENGINEER� DATE� PROJECT� SCALE� APG APG 20APR2012 12025 3/4" = 1'-0' FLEXIBLE J�INT FIL�ER ❑R CAULK �❑RM REVEAL AS NECESSARY. C❑NTR�L J�INT DESIGNED BY C��RDINATE WITH EPDXY EPDXY FL❑OR SUPPLIER. J�INT FL❑�R SUPPLIER. �'� M❑VEMENT LESS THAN 1/16. EXISTING CONCRETE � � NEW C�NCRETE SLAB AND J❑IST � i � , � � ' i `�, � � �/ ' 4 / % � ,� ' �'� o a � o 0 0 0 0 0 0 0 0 0 � o 0 � SHEET N�TES� 1 DIMENSI❑NS ARE IN INCHES UNLESS NOTED �THERWISE. � CURE T❑P �F SLAB FOR A MINIMUM OF 7 DAYS <KEEP M❑IST WITH WATER AND P❑LY BARRIER ❑R EQUIVALENT), 30 D❑ N�T REM❑VE SH�RING F�R 28 DAYS ❑R UNTIL C❑NCRETE HAS REACHED 4000 PSI C�MPRESSIV E STRENGTH, 4� EP�XY FL�OR COATING SYSTEM DESIGN BY SUPPLIER. SURFACE PREPARED AND SYSTEM INSTALLED IN STRICT ACC❑RDANCE WITH MANUFACTURER INSTRUCTI�N. � FORM FINISH AT B�TT�M �F SLAB, N� SEALER REQUIRED. GRIND �FF FORM FINS AND FILL ANY V�IDS WITH EP❑CEM 110 B❑NDING AGENT AND SIKA 123 PATCHING C❑MP❑UND INSTALLED IN STRICT C�NFORMANCE TO MANUFACTURER INSTRUCTIDNS. PR�JECT� SHEET TITLE� GARAGE REPAIR, NEW CONCRETE S S 1180 L�MA LINDA FL�OR FRAMING SECTI�N CGARAGE SUPPORTED SLAB) DRAFTER� ENGINEER; DATE� PROJECT: SCAI.E� APG APG 20APR2012 12025 3/4" = 1'-0" i o i � � � � � Q � � Q � � W � Z z � Q W W � � �E- Q 0 � W Q W I ¢ ~ � � w� J � Q J U � � � � U Z U � p � q � � � �p U �3 I � o Z W QW Z I I �,�j U � � �.' a z Q � �� ¢ � ra F--� � o w � Q v�w � o Z � oQ o � � Q �w � w � � _ �"� z q a a U� O Q C� (/f �`- ~ � X �1 � .-+ W O � -� F- d = � � X p Y � �- � � J J \ � � F- M � U Z � �- � �-0 �7 C] _I � ��-7�D 3 Z Q � �q � � � Q � x �Z�� _ � J � W J��z � z �-�., � 3 �W�= wv~i Q Q A ��i z �� z r Q�v> �� o� w �z�W c.�r� I z � � �,= 3 �oo� oQ ( � o zZ �¢ � �O� (, I � W W �W W W J W W � U g CQ �o�W 3a � � � zra 3x i- � �}� W J . Z � �W U z x�xw zv, � o oa o0 wzo> �, w vw o� o �o�o W cv �c�w� � `_�� _ �- cv w w Y �, � Q � �� . � a ¢� �� a �' \\ � r� �3 Q z c� �� 1\ � W Z p I W �W �� Z i � � �W X� a '' '� a z z� wZ r ❑ ❑ �\ �\ (%1 Z J -�v �F- 0 �Z Z� � \�------- _ �' W O o � -.� ` 1- �0 r.U O X � ��'Q' O � �W W Q'X W ' Z Z X X� Q Y aO� _ W Z �L� U (n�J ' V- � � �� O Q Vi W� _ �, W q �t 3t� Ca W � _... ..... _._._.��` . z 3� w ` �, �-- � � � � aw �� N o � �.._:__.-_-='= ¢w a c� _ -___.. /_____----- H J Z J¢L� O Q Z U W � �� Z wo �� v~i PR�JECT; SHEET TITLE� � '� GARAGE REPAIR, NEW C�NCRETE �` � � w 1180 L�MA LINDA FL�❑R FRAMING SECTI�N J CGARAGE SUPP❑RTED SLAB) DRAFTER; ENGINEER: DATE PR�JECT: SCALE� APG APG 20APR2012 120z5 3/4" = 1'-0" �- - - - - � - - - - - - � EXISTING MASONRY � � F�UNDATIDN WALLS � i BEL❑W BL❑CK SLAB � i I MATCH � I MATCH EXISTING i � MATCH EXISTING � EXISTING T❑P ❑F � -" � -- -_. � T�P �F SLAB � �` T�P ❑F SLAB SLAB SL�PE, _ - --;�� TYPICAL - - , ` _ - ! T � - ' J � MATCH EXISTING i \ � T�P ❑F SLAB � I w � � � � i i � � 0 I EXISTING MAS�NRY � i BL�CK SLAB SPANS Z I FROM FR�NT T❑ REAR � �F EXISTING GARAGE I ' - - - - - - - - - - - - -� SHEET NOTES� 1 DIMENSIONS ARE IN INCHES UNLESS N❑TED ❑THERWISE, 2� T❑P ❑F SLAB AT DRAIN = 9 1/4" AB❑VE BOTT�M ❑F J❑IST CT❑P �F PLYW❑�D F�RM), 3 FINISH T❑P ❑F NEW SLAB WITH FLDAT AND TROWEL T❑ MATCH EXISTING, PR�JECT� SHEET TITLE GARAGE REPAIR, T❑P OF SLAB SLOPES �` � 1180 L�MA LINDA FL�❑R FRAMING PLAN J CGARAGE SUPP❑RTED SLAB) DRAFTER� ENGINEER; DATE� PR�JECT� SCALE� APG APG 20APR2012 12025 1/4" = 1'-0" 0 0 � o 0 0 ONE SIDED REPAIR SUPPORT FACESHELL WITH TREATED 2x4 ATTACHED T❑ NEW AND EXISTING BL�CKS WITH WO�D SCREWS CPRE-DRILL FACESHELLS AS NECESSARY) o c� � o 0 0 TWO SIDED REPAIR SHEET N❑TES� 1 DIMENSI❑NS ARE IN INCHES UNLESS N�TED ❑THERWISE, 2 ENGINEER T❑ IDENTIFY AREAS FOR REPAIR PRIDR TO START ❑F WORK. INCLUDE ALLOWANCE F�R REPAIR OF 12 BL�CKS PER INITIAL SITE VISIT, 30 VECTORSHIELD GALVASHIELD XPT TYPE AP 25r�r�x25MMx1ZSr�M C1"xl'x5" N�MINAL) ' ZINC AN�DE PUCK. 1X AN❑DE AT EACH SIDE ❑F EACH BL�CK REPAIR, N❑TE THAT THIS AN❑DE WILL REDUCE THE C❑RROSI�N OF THE ADJACENT NON-REPAIRED BL❑CKS. 4 SUGGESTED REPAIR PR�CEDURE AS FOLL❑WS� A) REMOVE EXISTING C�NCRETE MAS❑NRY AND GR�UT ALL AR❑UND REBAR AT IDENTIFIED L�CATIONS WITH HANDHELD CHIPPING HAMMER. TAKE PRECAUTI�NS T❑ N❑T DAMAGE ADJACENT MAS�NRY UNITS AS NECESSARY, B) CLEAN REBAR TO BARE STEEL WITH WIRE WHEEL, TAKE PRECAUTI❑NS T❑ N�T DAMAGE ADJACENT MASONRY UNITS AS NECESSARY, C) ATTACH ANODE PUCK, INSTALL FACESHELL AT TWO SIDED REPAIRS, D) CDAT REBAR AND SURFACES ❑F C�NCRETE MAS❑NRY T❑ BE PATCHED WITH EPOCEM 110 B�NDING AGENT IN STRICT ACC❑RDANCE WITH MANUFACTURER INSTRUCTION, D❑ N❑T C❑AT AN�DE PUCK �R AN�DE PUCK ATTACHMENTS, E) PATCH WITH SIKA 123 IN STRICT ACC�RDANCE WITH MANUFACTURER INSTRUCTION. N❑TE THAT PR�DUCT CANNOT BE APPLIED IN M�RE THAN 1 1/2" THICKNESS, MULTIPLE CDATINGS �F B�NDING AGENT AND PATCHING C❑MP�UND WILL BE REQUIRED, PR�JECT: SHEET TITLE� GARAGE REPAIR, SPOT PATCH �` O 1180 L�MA LINDA FL�OR �RAMING DETAILS J O CGARAGE SUPP�RTED SLAB) DRAFTER+ ENGINEER� DATE� PR�JECT� SCALE� APG APG 20APR2012 12025 1 1/2" = 1'-0° Dell Financial S�ervices-Payment Center https://dfs.dell.com/Secured7PaymentCenter/Consumer/ Wetcome back,Ross�structuresun... I �o8�ut Accoun[s Payment Center My Profite Customer Service Search '--:, Last Login:7/17/2012 2:45 PM Central Feedback Payment Center Payments Scheduled More about makina pavments 1 2 Set up payments Preview payments Donel You have sua:esafully cxeated the follaNing peymerrt(s). You can change or cancel payments uMil k is time to process the paymeM. Scheduled Payment Pnnt 2his uase ---------------------------, ---— ------ --- --- ---- -------- --- Pavment Effective Date Pav To 'Pav From _� , Amount _ _Trackine ID' _ Status' 08l09J2012 v Dell Preferred AcxouM-77�5-x7715 Checking-x2052 $200.00 I 12215-112435421.17', Scheduled I ' . .� i j cha�2e�cancel'�. Total Value: $200.00 Created 1 Paymerrt(s)From: Checking-x2052 V�nt to make paying your bill efFortless7 You can setup a recurrinR Pavment. Retum to Account Center Make another payment About DFS I Careers�Contact Us I Terms of Use�Privacy Poticies I Security Center� feedback mDelt Financial Services. For customers of the 50 United States only. Helpful Links:DelLcom� Dell Support � DAT TIME ✓ CITY OF ORONO CALLED IN /� INSPECTION NOTI E SCHEDULED �Z � PERMIT NO.O�DI��5� COMPLETED ADDRESS �l�� L�-Dh(Q L�L�K�Q �i OWNER TELEPHONE NO. �lZ �T �"�� CONTRACTOR s��''�-�S LL/L � DESCRIPTION �� L� ' � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAI Z � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL 0 SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W C � � O � � O � W � Q � 2 W � W � � d W� �CIQRK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on ite: Inspector. White Copyll�spector's File Canary CopylSite Notice