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P - 46740Building BUILDING Inspections RESIDENTIAL APPLICATION 763-572-3604 � CITY OF FRIDLEY 763-502-4977 FAX EFFECTNE 1-I-2011 DATE ! I'� �/ f� YOUR E-MAIL ADDRESS SITE ADDRESS � 3 � � ��i u � � � N�- �� Ii THIS APPLICANT IS: PROPERTY OWIVER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE AND CERTIFICATE OF INSURANCE PROPERTY TYPE PERMIT TYPE B OWNER ❑CONTRACTOR NAME: �.I f Et't�-Q �'+� � ADDRESS: ��9 7? �a� �� Z��v �� PHONE: l� � t)`� ,%p7`—^, �� ( U Permit No.: 2�+ (!� �� Received By: Date R�'� �A (� U � CITY 1 1C.L'�J1�� STATE N18--jLIP �i'I�� STATE LICENSE # LEAD CERT PHONE �-SINGLE FAMILY/NEW CONSTRUCTION ❑ TWO FAMILY/NEW CONSTRUCTION P�-BASEMENT FINISH ❑ DECK TYPE OF WORK: ❑ NEW HOME CONSTRUCTION C� MAINTENANCE/REPAIR DESCRIBE WORK BEING DONE: SIZE OF [MPROVEMENT ROOFING NUMBER OF SQUARES I GARAGES PROPOSED SIZE: PROPOSED HEIGHT: SIDING ❑ Vinyl ❑ Aluminum O Other WINDOWS [N EXISTING OPENINGS ❑Yes ONo OR FOR NEW OPENINGS-DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED CITY FAX SIZE STORIES ❑ ROOF ❑ DRAIN TILE ❑ SIDING � OTHER ❑ SWIMMING POOL ❑ ADDITION ❑ REMODELING �i �r mQ u �-1 � - i ❑ HOUSE ONLY ❑ HOUSE & GARAGE ❑ ATTACHED G�� N N E D ❑ DETACHED G E ❑Soffit ❑ Trim ❑ Fascia LOCATION OF WINDOWS NUMBER OF WINDOWS STATE ZIP � "` i�'---`�"`�,� I � ., . l,..y HEIGHT SO FT cI � � BASEMENT REMODELING SUBMIT: 1. Existing Floor Plan 2. Proposed floor plan 3. List of structural members to be used � FOR NEW CONSTRUCTION R�ICLUDING DECKS, ADDITIONS. & PORCHES SUBMIT: 1. Site Plan/Survey showing the existing structures and proposed project. 2. Two sets of construction plans 3. Energy Calculations FOR WINDOWS - PROVIDE U-VALUE AND MANUFACTURE STICKER ON WfNDOW. ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: �U ING THE�9��B.0 FEE SCHEDULE) TOTAL JOB VALUATION ��'��-. ' OCCUPANCY TYPE Permit Fee Plan Review Fire Surcharge Surcharge License Surcharge SAC Charge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge Total Due $ �. � See Back Page for Fee Schedule $ 'i�, . 65% of Building Permit Fee $ .001 times the total job valuation $ � / 5'0 .0005 x Permit Valuation Minimum $5.00 $ $5.00 (State Licensed Residential Contractors) $ $2230 per SAC Unit (Plans to MWCC for determination) $ ft+6ft= ftx$25=$ $ $450 Conservation Plan Review $ Fee Determined by Engineering $ Agreement necessary ( ) Non Necessary ( ) $ `'�11. f`� �.D Make checks payable to: City of Fridley Attach THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit on site; that the work will be in accordance with the approved plan in the case of al work w ich requ�r review and approval of plans.F r SIGNATURE OF APPLICANT / �i � ��rt . PRINT NAME �/� ��I Grs,-�.-2'�DATE �� fI �� r A iS_ . DESIGN AND DETAIUNG OF CORRECTIVE MEASURES FOR A FAILED CONCRETE MASONRY UNIT FOUNDATION , WALL AND REPLACEMENT CONCRETE C.I.P. FOUNDATION WA�L REQUIREMENTS AT THE ADDRESS NOTED. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WIT!-I THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. NOTES 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO PLANS BY OTHERS FOR ALL INFORMATION NOT RELATED TO THE END FOUNDATION WALL DESIGN. 2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. LANDSCAPING AND WATER MITIGATION ARE TO BE PREFORMED AND MAINTAINED IN ORDER TO ESTABLISH A STRUCTURALLY ADEQUATE AND LONG-TERM PERFORMING FOUNDATION SYSTEM. ALL WATERPROOFING AND WATER MITIGATION IS BY OTHERS. 3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. 4. CONTRACTOR i� TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CQNTACT ENGINEER IF ANY DISCREPANCIES ARISE. � 5. THE INFORMATI N USED IN THIS DOCUMENT WAS OBTAINED ON A SITE VISIT BY NICK HANSON, PE OF THE HANSON GROUP ON NOVEMBER 9, 2011. THE FOUNDATION WALLS WERE BOWED, CRACKED, SETTLING, AND FAILED. ALL SOILS ARE TO BE VERIFIED ON SITE AND UNSUITABLE BEARING IS TO BE REPORTED. 6. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END. 7. ADEQUATE SHORING, BRACING, AND FORM WORK INCLUDING ALL MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 8. HOUSE FOUNDATION WALLS ARE TO BE LATERALL�' SUPPORTED BY FLOOR SYSTEM AT TOP AND BOTTQM OR ADEQUATE TEMPORARY BRACING U.N.O. 9. PROVIDE #4x�} -0" HOOKS AT ALL HORIZONTAL BARS AT ALL WALL CORNERS. MATERIALS CONCRETE: F'c - 3,500 PSI @ 28 DAYS AGGREGATE: WALLS/SLABS - %" MAX. REINFORCING STEEL: #4�- BARSSAS M A6 5 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 BACKFILL: SANDY-CLAY(GROUP II)-REPORTED ON SITE-VERIFY Ye4 = 45 PSF/FT (ACTIVE) ALLOWABLE SOIL BEARING P RESSURE: 2,000 PSF (ASSUMED) '��'•'•W.M.v,�., �'.,'"" '" � _- � LOADS -r.s •' t�;i� � +g;s*7r r ; ; r } s F \i 1! !a: y.lti 4 ��_ i � ROOF DEAD LOAD: 15 PSF r`�;�. g! }� ':! +� �':t,,> ° ` ROOF SNOW LOAD: `� � " ` " ` � `' � ' � �- ��' � rw ` FLOOR LIVE LOAD: 35 PSF �� j� � t'?;� i,�� r° ��; f:� �::'� p F',s � ; FLOORDEADLOAD: 40PSF rr��;� �(;��,Q�, ��a;;(=�y.j.��Y€Z� t 15 PSF , _ ... _..<.1� CODES 2007 MINNESQTA STATE BUILDING CODE w/ AMENDED 1006 IRC ' Foundatton Corrective MeasureSro�ecc: 5388 Horizon Drive NE Fridley, MN � Jihad Garado 28776thAvaSW 5388 Horizon Drive NE New Brig'ts'ZM�N�572 F�idley, MN �n+'w.hansongroupmn.eom OO COPYRIGHT HANSON GROUP LLC 2p11 �`,, Cfient: I hereby certify that this plan, speGrycatlon or report was prepared by Date me or under my direct supervision and that I am a duly Ltcensed Professional Engineer under the laws o1 the S►ate of Minrresota. Date: 11-1 -1 � ��anse Number. 46665 a� `.' ,2 Signed: �� ;� ��/ p +�. Print Name: r.r„�. � � _ . Project Number: Drawing Date: -�"'�� '1 J _�vember 15 20t t Sheet: 1 f 4 j I � Yz'� ANCHOR BOLT (7" EN18ED) w/ NUT & Ys" THICK x 2"QJ OR SQUARE WASHER @ 48" O.C. RIM BOARD OR BRACING BY OTHERS 2x6 MIN SILL PLATE SLOPE GRADE AWAY FROM FOUNDATION � #4 x CONT. HORZ BARS �a 48�� O.C. #4x2'-0" DOWELS �a 72�� p,C. MAX. (5" EMBED MIN) 8" THICK x 20" WIDE CONCRETE STRIP FOOTING w/ (2)#4xCONT. HORZ.BARS z � d o � r�.! � � I _. .. �-ri_I.� e� a ,. a .. d a . ' a. .i 9 a a a e ° a 0 � a , a. '. a. a o:. a �•. •_ a i • � a SEE 1/S3 FOR NON-BEARING TOP OF Wq�� gLOCKING ' WALL SECTION S2 HOUSE FOUNDATION WALL FASTEN SILL TO EACH FLOOR JOIST w/ (3)0.148"f� x 3" TOP/TOE NAILS EXISTING WOOD FLOOR SYSTEM TO REMAIN -CONTRACTOR TO VERIFY CONDITION 8" MIN. CONCRET� C.I.P. FOUNDATION Wq�,i_ � VERTICAL REBAR OPTIONS: #6 @ 36" O.C. OR #5 �a 24" O.C. +� 0 �o � 3" CLEAR SLAB-ON-GRADE MEANS & METHODS OF VERTICALLY AND LqTERALLY BRACING AND SHORING EXISTING AND NEW Wq�LS DURING CONSTRUCTION AND UNTIL NEW SLAB qNp W�OD FLOOR SYSi'EMS ARE IN PLACE IS BY OTHERS EXTREME CARE IS TO BE Tql(EN DURING EXCqVAT10N Foundatlon Corr Project: 5388 ective Measures � heieby certl(y �hat this lan, Horizon Drive NE me or under m P speciflcatlon or repart Was Fridley, M(�f Pro�esstonal E� d��ect supe�,ision and that 18m Pfe�� by 9 eer under the laws ol the State o ufY Li�nsed oate: Minr�sota. �-�'— �.`1 �icense Number: 46665 Jihad Garado C�jent: s,a„�: A'�� ,' 2e� ism a�e sw New Brlghron. MN 557 t2 5388 ��r: Y�' �t 7a 6�2 ��. Horizon Drive NE Print Narne; �.ne„$o �72 Fridley, MN �proupmn,cwrti PfOjeCt NUm Drawin �r: �O COPYR�GHT HANSON GROUP LLC 9 �ate:��mber 1 /� 2011 Sheet: 011 `- n f 4 ` L� � _. _... _.._.. MAIN LEVEL FLOOR SHEATHING ASSUMED TO BE �" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131 Q1 x 3" LONG NAILS @ 6" O.C. AT PANEL EDGES &�a 12" O.C. AT PANEL INTERIOR SUPPORTS OR EQUIVALENT. -FIELD VERIFY NAILS IN BLOCKING ARE TO BE PLACED SUCH 7f-fAT THE WOOD DOES NOT SPLIT. NAILING SHOWN IS TO BE USED AT MINIMUM. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED, USE ADDITIONAL 2 x 4 SPACERS AS SHOWN IN FIRST SPACE. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" MIN. EDGE DISTANCE. BLO G SHOWN AT 48" O.C. NAII SHEATHING TO BLOCKING/JOISTS w/ (12) ADDITIONAL 0.131 Q) x 3" LONG NAILS OPTlONAL OPEN SPACE AS SHOWN OR SHIFT FULL HEIGHT BLOCKING AS REQD WOOD FRAMING ABOVE BY OTHERS 0.131 "0 x 3" LONG NAILS @ 6" O.C. STRUCTURAL RIM BOARD BY OTHERS FASTEN SILL TO EACH ROW OF BLOCKING w/ (3)0.148"PJ x 3" TOP/TOE NAILS 2x6 MIN SILL PLATE __........._.,....,..,.�..:_.. �XISTING JOISTS ` �� SEE S2 FOR FOUNDATION , I �. ; � WALL INFORMATION : � ! �' FiOVIDE BLOCKING AS ` '' �� SLOPE GRADE AWAY FROM REQUIRED TO ACHIEVE NAILING ! � � �� ' . �-.... �FOUNDATION WALL SHOWN (MIN 2 JOIST ; ` i.....,.t�'::_�`' =.�,r�..,.>_.. ... SPACES)-BLOCKING HEIGHT TO �. ,�� + ; � rr .,�,....... MATCH JOIST DEPTH. ATTACH ��\,�� _ . : BLOCKING TO JOISTS w/ �F REQUIRED, PROVIDE 2x4 MIN. TOENAILS EA. END FOR SPACERS UNTIL SPACES IN STABILI7Y �/HICH FULL HEIGHT BLOCKING CAN BE INSTALLED, TOE NAIL TO FLOOR MEMBERS FOR 1 WALL SECTION ABILiTY S3 NON-BEARING WALL ,Ip�ST I BLOCKING zs> >sm a�e sw New Bd9hlon, MN 55712 Te1612•7p�572 �.�n�ngroupmn.com I Foundat(on Corrective Measures 5388 Horizon Drive NE Fridley, MN Jthad Garado Citent: 5388 Horizon Drive NE Fridley, MN , OO COPYRIGHT HqNSON GROUP LLC 2p� � I hereby certlty that thfs plan, spe�pcatlon or re ort was me or under my direct supetyjs�on and thaf I am Protessional Engineer un �e�� by der the laws of the State ofuMinne o� Date: 11 � -11 LicenseNumber: 4666$ ,+�`� fi rt Signed: / `,.i{� .''�`S�"d'71' Pdnt Name: _ w,;_, , , Project Number: Drawing Date: � ��`�8 /� Sheet: NOV�mber 1 201 � `3 f4 v 8" MIN C.I.P. CONCRETE WALL SEE DETAIL S2 FOR REBAR>TYP. SLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALL LAP AROUND CORNERS AND HOOK INTO BASEMENT WALL EACH SIDE 8" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1) #4 x 2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) SEE S2 FOR FOOTING REQUIREMENTS (TYP) � STOOP AREA � �, 5'-0" MAX. � � � 3'-0" EACH WAY MIN 5'-0" EACH WAY MAX �. �. /I�WINDOW WELL � � � • LADDEFi / ESCAPE ! e � I"��j j= ., �, MEANS BY OTHERS� .:�.' : . • .. :. SLOPE = z -------- tO g � - � � ;; ; ,,_ i � _ ..:1,__:I�- i_ :. " - - � RANULAR2 ; f 1::�'' � MATERIAL (SAND) ' #4 x 2'-0" DOWELS (5"— MIN EMBED) ,. CENTERED IN WALL � @ 24" O.C.-DOWELS MUST BE WET SET �. a • 1�•. �� z � � _ J o j ih iy STRAIGHT WALL OR CORNERS EXISTING FL.00R SYSTEM TO REMAIN- BARS TOP & BOTTOM � OF LINTEL EXTEND � 24" MIN PAST � a END(WOOD OR STEEL � � OPTION BY OTHERS) Z .- w a — WALL BEYOND � z /—(1) #5 � HORIZONTAL BAR � AT TOP C�F WALL N � •: CJR DRILLED IN AND : EPDXY GROUTE , . ;-r; - 1 WALL SECTION S4 WI�VDOW WELL REQUIREMENTS Project; Foundation Corrective Measures 5388 Horizon Drive NE Fridiey, MN Client: Jihad Garado ze�,smn�asw 5388 Horizon Drive NE New Brighton, MN 55112 Te1672•708•3572 Fridley, MN www.hensongroupmn.rnm � OO COPYRIGHT HANSON GROUP L�C 2011 8" MIN C.I.P. CONCRETE WALL PLACE (2) #5 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH EN� SLAB-ON-GRADE I hereby certify that this plan, specificatlon or report was prepared by me or under my direct supervision and ihat 1 am a duly Licensed Professlonal Engineer under the laws of the State of Minnesota. Date: 11-15-11 LicenseNumber: 46665 jF rp + ft Signed: ��"�t�' �'.,V'�.�F. a�inc Name: Nick Hanson Project Number: 1.0098 �� Drawing Date: November 15. 2011 Sheet: 4 of 4 x a � � io U z O U LL � 0 � ��.w«`�. I�.�C�£. `� , �x��.�-�.c�,..� ��,�;'2' 1 ��-- �,. c�- � ... �.c�u�-�-�-- �� 1N r �'�. �� 2 � C� �S�.� � � �� _ ,� _,°�r�;�` i�-1 r�, � � ��c, � .,. 1"� � - - .-.. ,. _.�... . - �, _ .. .. _ t _. _ . ;� _ E _ 4 . ' r _ _. — + , c': . — _ F "_' i�'�a t��.C� �n�-� `' � ,r �' ��. : � ��- ' ' � : � 5.�, �-� . _ �.� ��:� � �� 5,� ; � � GO � i � {... } L��IYVvv y.�•� �. . ` �l2 _ -�`- � .�. � =�� p i� � �, 4 3 V \n � ��w�o FoR � � �. ��. � inspector — �. _ V Vvc�� w� � d�� .� _� <�.` '� �:,:3 � ,�� -_�:� � � 4�f� �_,,, � V -mi ._... :.�. . . � y. , ..::� „�-.. �._�,:� �" �.�.r �i . .,. .. � . \ . ^ o�v l � (`C7 Sl.2� � � , P P� �`2w� l � c�.�V(� � �� ,� . . � > �..a..,�. � �, . . , , -- S � k � �.� �-�� s c o� �..�c.�1 _ �� ,� _ �� c i��Nl 1�cC oK.. �"�C �'1 � � �,_�, �, � V � � ` ��L� ' WV �J� ° �� _ _— E / .. ------�-'°--a....,=-A.�a�a,..�.-.,e._. -- - �'i . — � . . . , _ . . � �,, . "��.;._......�.r '� C.o ��c� s{�--� S�.-{ �� .�� . �: , .--- u� �.� ►�� .s � _.�__s� _. _ ,_ �, � � � p� �- �tz �, S � �. S�.�e� �.� 2 c��`�� -� �` � p Na�T Cao�c� � S��'�� ___. �— .� --�-- �,� w� �J � s 1 �i � 13C�,15 . _ - i u'�� 1 �, , '� � � i , �� , , �� p � SCOPE DESIGN AND DETAILING OF CORRECTIVE MEASURES FOR A FAILED CONCRETE MASONRY UNIT FOUNDATION WALL AND REPLACEMENT CONCRETE C.I.P. FOUNDATION WALL REQUIREMENTS AT THE ADDRESS NOTED. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. NOTES 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO PLANS BY OTHERS FOR ALL INFORMATION NOT RELATED TO THE END FOUNDATION WALL DESIGN. 2. DRAIN TILE, DAMPPROOFING ANDlOR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. LANDSCAPING AND WATER MITIGATION ARE TO BE PREFORMED AND MAINTAINED IN ORDER TO ESTABLISH A STRUCTURALLY ADEQUATE AND LONG-TERM PERFORMING FOUNDATION SYSTEM. ALL WATERPROOFING AND WATER MITIGATION IS BY OTHERS. 3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. 4. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CQNTACT ENGINEER IF ANY DISCREPANCIES ARISE. � 5. THE INFORMATI N USED IN THIS DOCUMENT WAS OBTAINED ON A SITE VISIT BY NICK HANSON, PE OF THE HANSON GROUP ON NOVEMBER 9, 2011. THE FOUNDATION WALLS WERE BOWED, CRACKED, SETTLING, AND FAILED. ALL SOILS ARE TO BE VERIFIED ON SITE AND UNSUITABLE BEARING IS TO BE REPORTED. 6. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END. 7. ADEC�UATE SHORING, BRACING, AND FORM WORK INCLUDING ALL MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 8. HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEM AT TOP AND BOTTOM OR ADEGlUATE TEMPORARY BRACING U.N.O. 9. PROVIDE #4x�} -p" HOOKS AT ALL HORIZONTAL BARS AT ALL WALL CORNERS. MATERIALS CONCRETE: F'c = 3,500 PSI @ 28 DAYS AGGREGATE: WALLS/SLABS - %a° MAX. FOOTINGS - 1 Yz" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 BACKFILL: SANDY-CLAY(GROUP II)-REPORTED ON SITE-VERIFY Y�a = 45 PSFlFT (ACTIVE) ALLOWABLE SOIL BEARING PRESSURE: 2,000 PSF (ASSUMED) LOADS ROOF DEAD LOAD: 15 PSF ROOF SNOW LOAD: 35 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF CODES 2007 MINNESC�TA STATE BUILDING CODE w/ AMENDED 2006 IRC 287 16th Ave SW New Brighton, MN 55712 Tel 612•708-3572 www.hansongroupmn.aom ProJect: Foundation Corrective Measures 5388 Horizon Drive NE Fridley, MN Client: Jihad Garado 5388 Horizon Drive NE Fridley, MN c� COPYRIGHT HANSON GROUP LLC 2011 I hereby certify that this plan, speciFlcation oi report was prepared by Date R8V me or under my direct supervisio� and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. oate: 11-15-11 ucenseNumber: 46665 '�€ '' � r' .n,r ,. Signed: ��.0 V 'XS7' . Print Name: IV IGK nansorl Project Number: 1.0098 ^ J Drawing Date: November 15. 2011 �� Sheet: 1 of 4 Yz'� ANCHOR BOLT (7" EMBED} w/NUT&Ys"THICKx2"(dOR SQUARE WASHER Qa 48" O.C. RIM BOARD OR BRACING BY OTHERS 2x6 MIN SILL PLATE SLOPE GRADE AWAY FROM FOUNDATION _..�r�'" ....� j „^� � ... �� #4 x CONT. HORZ BARS @ 48" O.C. #4x2'-0" DOWELS �a 72" O.C. MAX. (5" EMBED MIN) 8" THICK x 20" WIDE CONCRETE STRIP FOOTING w/ (2)#4xCONT. HORZ. BARS z � ° . a .a , ; C ;:,.��_� � , . �.! � �.......j . :��s-=��1�� a. ,��.µj�� °a r ��,.; �i Q a. �. ,� . a 9 d a a a a ..d • a � � a�� ' ... .a Q . . o• � � a'•. •_ a . • . . .. a SEE 1/S3 FOR NON-BEARING TOP OF WALL BLOCKING 1. S2 WALL SECTION HOUSE FOUNDATtON WALL FASTEN SILL TO EACH FLOOR JOIST w/ (3)0.148"0 x 3" TOP/TOE NAILS EXISTING WOOD FLOOR SYSTEM TO REMAIN -CONTRACTOR TO VERIFY CONDITION 8" MIN. CONCRETE C.I.P. FOUNDATION WAL! VERTICAL REBAR OPTIONS: #6 @ 36" O.C. OR #5 @ 24" O.C. a w 3" CLEAR SLAB-ON-GRADE . . �a MEANS & METHODS OF VERTICALLY AND LATERALLY BRACING AND SHORING EXISTiNG AND NEW WALLS DURING CONSTRUCTION AND UNTIL NEW SLAB AND WOOD FLOOR SYS i�MS ARE IN PLACE IS BY OTHERS EXTREME CARE IS TO BE TAKEN DURING EXCAVATION P�OJEC[: I hereby certify that this pla�, speciflcatlon or report was prepared by Foundatlon Corrective Measures me or under my direct supervision and that I am a duly Licensed Professianal Engineer under the laws of the State of Minnesota. 5388 Horizon Drive NE Date: 11-15-11 ucenseNumber: 46665 Fridley, MN 1= ,�; , � CIIE�t: Signed: 1�,� n� ��'+' Jihad Garado Pr�� Narr�e: Nick Hanson 28716thAveSW 5388 Horizon Drive NE Project Number: 1.0098 ^^ New Brighton, MN 55112 ■ Te1612•708-3572 FPidley, MN Drawing Date: November 15. 2011 ` J www.hansongroupmn.com Sheet: 2 01 4 `� L� �O COPYRIGHT HANSON GROUP LLC 2011 Date I Rev % - I �� r� 5. MAIN LEVEL FLOOR SHEATHING ASSUMED TO BE %a" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NA�LED w/ 0.131 QJ x 3" LONG NAILS @ 6" O.C. AT PANEL EDGES &@ 12" O.C. AT PANEL INTERIOR SUPPORTS OR EQUIVALENT. -FIELD VERIFY NAILS IN BLOCKING ARE TO BE PLACED SUCH TNAT THE WOOD DOES NOT SPLIT. NAILING SHOWN IS TO BE USED AT MINIMUM. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REC]UIRED, USE ADDITIONAL 2 x 4 SPACERS AS SHOWN IN FIRST SPACE. HOLES MAY BE INSTALLED IN BLOCKING IF REGIUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" MIN. EDGE DISTANCE. BLOCKING SHOWN AT 48" O.C. NAIL SHEATHING TO BLOCKING/JOISTS w/ (12) ADDITIONAL 0.131 Qi x 3" LONG NAILS �XISTING JOISTS OPTlONAL OPEN SPACE AS SHOWN OR SHIFT FULL HEIGHT BLOCKING AS REQD WOOD FRAMING ABOVE BY OTHERS 0.131 "QS x 3" LONG NAILS @ 6" O.C. STRUCTURAL RIM BOARD BY OTHERS FASTEN SILL TO EACH ROW OF BLOCKING w/ (3)0.148"0 x 3" TOP/TOE NAILS 2x6 MIN SILL PLATE "�" "'"��`�'�`� SEE S2 FOR FOUNDATION ',,� � WALL INFORMATION `: � SLOPE GRADE AWAY FROM � ��;a �FOUNDATION WALL PROVIDE BLOCKING AS� ` ` �- `'`�� "�=' , , —_ ; ; .._..-1`� '...°-; r �-�.<:�,__ ,. REQUIRED TO ACHIEVE NAILWG M�` �� _.� . ` :� __i s .�._�.., � :_._ SHOWN (MIN 2 JOIST '......._........�'�� ..................��3.,..;:� :- ' SPACES)-BLOCKING HEIGHT TO IF REQUIRED, PROVIDE 2x4 MIN. MATCH JOIST DEPTH. ATTACH SPACERS UNTIL SPACES IN BLOCKING TO JOISTS w/ WHICH FULL HEIGHT BLOCKING TOENAILS EA. END FOR CAN BE INSTALLED, TOE NAIL STABILITY TO FLOOR MEMBERS FOR STABILITY , WALL SECTION S3 NON-BEARING WALL JOIST BLOCKING I 287 161h Ave SW New Bdghton, MN 55112 Tel 612-70&3572 www.hansongroupmn.com Project: Foundation Corrective Measures 5388 Horizon Drive NE Fridley, MN Client: Jihad Garado 5388 Horizon Drive NE Fridley, MN � Qc COPYRIGHT HANSON GROUP LLC 2011 I hereby ceNfy that this plan, speciflcatlon or report was prepared 6y me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State ot Minnesota. Date: 11-15-11 License Numher: 46665 r � t� rt,� ,s /r,�,� ,.•�,„;��;� Stgned: d Print Name: IVICK t'13nsui i Project Number: 1 ��98 ^ ^ Drawing Date: November 15. 2011 { Sheet: 3 of 4 �J Rev 8" MIN C.I.P. CONCRETE WALL SEE DETAIL S2 FOR REBAR TYP. SLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL - BARS @ 12" O.C. CENTERED IN WALL LAP AROUND CORNERS AND HOOK INTO BASEMENT WALL EACH SIDE 8" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1) #4 x 2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) �STOOP AREA� I5'-0" MAX. L � � 3'-0" EACH WAY MW 5'-0" EACH WAY MAX z i-- � _ J O -J co �.�i Q � :� �WINDOW WELL � LADDER/ESCAPE a.' � MEANS t3Y OTHERSti .•�� • 0 �� $LQpE � '� C:J. . . - __: ; _ _: ! —: . , . . .. ��:;:. .. �:.......; a ; , ,-��:: :rm��:� �... . .. ; { ;_ ; I 3�: : l��' � ': . :�:.�� 1,� : `�-GRANULAFYL �° • �. ' ! ......... j t' ♦.!� . `��' MATERIAL �. • .........� . ,. �. ' �'� (SAND) ��' s. . . '` #4 x 2'-0" DOWELS (5" MIN EMBED) ,' CENTERED IN WALL • @ 24" O.C.-DOWELS MUST BE WET SET •: OR DRILLED IN AND � " EPDXY GROUTE , � , STRAIGHT WALL OR CORNERS EXISTING F1.00R SYSTEM TO REMAIN- BARS TOP & BOTTOM � OF LINTEL EXTEND � 24" MIN PAST r � a END(WOOD OR STEEL � r � OPTION BY OTHERS) Z �; w � � — WALL BEYOND � z �-(1) #5 � HORIZONTAL BAR � AT TOP OF WALL N 8" MIN C.I.P. CONCRETE WALL PLACE (2) #5 VERTICAL BARS FULL HEIGHT ANO ONE ANCHOR w/IN 12" OF OPENING EACH END - SLAB-ON-GRADE SEE S2 FOR FOOTING-� REQUIREMENTS (TYP) � WALL SECTION S4 WI�IDOW WELL REGIUIREMENTS PI'OjBCi: � hereCy certi(y ihat this plan, speciflcation or report was prepared by Foundation Corrective Measures me or under my direct supervision and that I am a duly Licensed Prafessional Engineer under the laws of the State of Minnesota. 5388 Horizon Drive NE Date: 11-15-11 ucenseNumber: 46665 Fridley, MN � `'' � Ciient: Signed: ��'� ` e� �F'' P�;M Na�„e: Nick Hanson — Jihad Garado Project Number: 1.0098 /� 287161hAveSW 5388 Horizon Drive NE Drawin Date: November 15. 2011 C4 New Brighton, MN 55112 9 Te1612-708-3572 F�idley, MN Sheet: 4 of 4 V www.hansongroupmn.com Qc COPYRIGHT HANSON GROUP LLC 2011 a � � M Date +� 0 � ! � J