Loading...
PL 12/05/2001 - 7010CITY OF FRIDLEY AGENDA �PLANNING COMMISSION MEETING WEDNESDAY, DECEMBER 5, 2001, 7:30 P.M. ---------------------------------------------------------------------- ---------------------------------------------------------------------- LOCATION: CITY COUNCIL CHAMBERS FRIDLEY MUNICIPAL CENTER, 6431 UNIVERSITY AVENUE NE CALL TO ORDER: ROLL CALL: APPROVE PLANNING COMMISSION MEETING MINUTES: November 7, 2001 1. PUBLIC HEARING: Consideration of a Special Use Permit, SP #01-13, by Troy and Anna Peabody, to ailow a residence to be built in a River Preservation District. A permit is specifically required for homes proposed to be elevated, but not built on fill. (Ordinance Number 1056), generally located at 606 Cheryl Street NE. 2. RECEIVE THE MINUTES OF THE NOVEMBER 14. 2001. APPEALS COMMISSION MEETING. 3. RECEIVE THE MINUTES OF THE NOVEMBER 5. 2001. PARKS & RECREATION COMMISSION MEETING. ^ OTHER BUSINESS: ADJOURN � City of Fridley Land Use Application SP #01-13 December 5, 2001 GENERAL INFORMATION SPECIAL INFORMATION Applicant: Troy and Anna Peabody 591 Belland Avenue Vadnais Heights MN 55127 Requested Action: To build a home in a Flood Fringe District. Permit is specifically required for homes proposed to be elevated, but not built on fill. Existing Zoning: R-1 (Single Family Residential) Location: 608 Cheryl Street Size: 9,350 sq. ft. .21 acres Existing Land Use: Vacant lot. '�urrounding Land Use & Zoning: N: Single Family & R-1 E: Single Family & R-1 S: Single Family & R-1 W: Single Family & R-1 Comprehensive Plan Conformance: Consistent with Plan Zoning Ordinance Conformance: Ordinance #1056 requires a special use permit for homes proposed to be elevated, but not built on fill. Zoning History: 1922 — Lot is platted. 1994 — SP #94-04 granted, but home never built. 1996 — SP #94-04 expired, due to adoption of the floodplain ordinance. Legal Description of Property: Lots 29-31, Block X, River View Heights Public Utilities: ,� Available in street. i ransportation: Cheryl Street will provide access to proposed residence. Physical Characteristics: Lot is relatively flat, typical suburban vegetation. SUMMARY OF PROJECT The petitioners, Mr. and Nlrs. Peabody are requesting a special use permit to construct a home, not elevated on fill, in the Flood Fringe District. SUNIMARY OF ANALYSIS Ciry Staff recom�rzends approval of this special tcse permit, with stipulations. Homes that are not elevated on fill are a permitted special use in the flood fringe district provided that all FEMA and State flood- proofing regulations and standards provided in Ordinance # 1056 are met. CITY COUNCIL ACTION/ 60 DAY DATE City Council — December 17, 2001 60 Day — Decemb�er 31, 2001 (Proposed Location of Home — Picture taken from Broad Avenue) Staff Report Prepared by: Stacy Stromberg SP #01-13 ANALYSIS The petitioners, Troy and Anna Peabody are seeking a special use permit to construct a home, not elevated on fill, in the Flood Fringe District. Ordinance #1056 states that a special use permit may be issued to construct a home using alternative elevation methods, such as a tuck under garage as in this case, provided that all living space is located at an elevation above the flood level. These alternative elevation methods must be designed and certified by a registered engineer or architect as being in compliance with applicable building codes, including federal standards for flooding. This vacant parcel is located on the corner of Cheryl Street and Broad Avenue. It is zoned, R-1, Single Family as are adjacent properties. The property meets city code requirements for lot size and width as the lot is 9,350 square feet and 85 feet wide. The petitioner has stated in their narrative submitted to city staff that they intend to keep the location of the structure primarily in the same location as was submitted in the 1994 survey. The northeast comer would remain the same, with the south wall of the structure six inches shorter and the west wall one foot longer. Left — View of Property from Broad Avenue Right — View of Property from Cheryl Street On this particular property, there can be no living area below 823.9 feet in elevation. The petitioners intend to place two feet of fill underneath the entire structure as well as extend the area of compacted fill a minimum of 15 feet surrounding the structure. By doing this the petitioners the petitioners anticipate they will any avoid drainage problems and preserve many of the mature trees on the lot. The first floor living area will be located at 824.9 in elevation with the garage slab at the top of the two feet of fill, which will be waterproofed to meet all standards. .` '� �'"�, To minimize the impacts of this new home on the neighborhood, City Staff has determined that retaining walls, landscaping and additional grading must be used on both east and west sides of the home to minimize the overpowering impacts of the added building height due to flood-proofing. � In 1994, this property was one of three properties, owned by George Hedlund, that was granted a special use permit to allow construction in the CRP-2 (Flood Fringe) District. As with all special use permits, the City if obligated to review previously granted �"1 stipulations if the facts have changed to ensure compatibility. The applicable stipulations have been transferred to this special use permit along with current stipulations. RECOMMENDATIONS City Staff recommends approval of this special use permit, wifh stipulations. Homes that are not elevated on�fill are a permitted special use in the flood fringe district provided that all Federal and State flood-proofing and standards provided in Ordinance #1056 are met. STIPULATIONS Staff recommends approval of this special use permit with the following stipulations. 1. Prior to submittal of building plans, all structural and soil engineering shall be reviewed and approved by a structural engineer. 2. All necessary permits shall be obtained from the City prior to construction. 3. Siding and landscaping shall be used to minimize the impact of flood-proofing materials. 4. The petitioner shall submit an elevation certificate as part of a verifying survey prior to the foundation being capped, which shall verify that the minimum first floor elevation is 823.9 feet. 5. The petitioner shall flood-proof the garage in accordance with current Federal and �"� State flood-proofing requirements to a minimum of the 100-year flood elevation. 6. Retaining walls shall be installed on the east and west side of the home, a minimum of 5'/Z inches [maximum of 8 inches] is required to separate the grade from the threshold. 7. The petitioner shall submit new grading and drainage plans integrating the retaining walls on the east and west side of the home. 8. The verifying survey shall confirm stipulation #7. (Note to Surveyor: hydrant elevation has changed since 1994, verify elevation) 9. Erosion control measures shall be instalfed along all lot lines prior to any work done on this site. 10.The petitioner shall execute and record against the property a hold harmless agreement releasing the City from liability if damage occurs as a result of flooding. 11.The petitioner shall agree to preserve mature trees to the extent possible. All trees required to be removed for the new home shall be marked and approved by City. staff prior to issuance of building permits. 12. The height of the structure shall not exceed 30 feet as measured from the top of the curb elevation. � 608 Cheryl Street NE Special Use Permit Proposal - Narrative November 2, 2001 Dear City of Fridley: We. the petitioners, are proposing to build a primary residenrial home on 608 Cheryl Street N.E. Since we will he building in a 1% chance floodplain we have entered into a contract with J.H. Dahlmeier, to design the foundation and soil work, and approve the final plans from our builder, Homeworx. The building is a multi-level 39'6" x 25' structure with an attached garage and will have approximately 1800 sq. ft. of finished living space when it is completed. We have deviated from the proposed 1994 Special Use Permit because we believe that it would cause drainage problems, and all of the beautiful, mature trees in our yard would have to be removed. Instead we intend to place 2' of fill underneath the entire structure, extending at least a minimum of 15' and place the first floor living level on a crawl space 4' above this fill using footings designed to the engineer's specification. This will raise our first floor living level to 1 foot above the 1% chance bfe. The garage slab will go on top of the 2' of fill and be waterproofed accordingly. Only one tree will need to have the btanches cut or be removed entirely. We intend to keep the location of the structure, per the neighborhood's request in 1994, primarily in the same location. The northeast corner would remain the same, with the south wall of the struchire 6 inches shorter and the west wall one foot longer. We will be happy to provide the city with a hold hazmless agreement and the first floor living elevation prior to t�ing capped. We have also had numerous conversations with FEMA, and intend to apply for a map revision based on our site plan. Again, all of the soil work, the foundation, footings, crawl space, waterproofing and drainage specifications will be designed by o� structural engineer, J.H. Dahlmeier. We feel that he is a very qualified for the job, since he has worked on floodplain homes in the past, including a recent build on Dover Street, located in the same floodplain in Fridley, only two blocks from our site. We have enclosed a preliminary site plan, the proposed 1994 site plan, the soil borings, specifications for the soil work and footings, a full set and two 8 1/2" x I 1" sets of house plans, and a location map. Please feel free to catl us at 651-483-274Q or J.H. Dahlmeier at 952-472-4746, or M�ce Paulsen (Homeworx) at 651-636-3100 x629 with any questions. Sincerely, ��^ a'!����' f� ��Anna Troy Peabody (651) 483-2'140 �"� '� �� �1 �` �` _� � T , ? ' ~ _ • • _ � � • � � � J i V�7' �_" ��'� _ S��r_,� ° ,� ;?� f , ,: ;. 'v 1 • 0 1 . , 1 �1 ��,;;•.:.i�' , ' . � 1 , �', a , 1,� , � s� , � ` ,` .. .,`, ;' •�`'` �,.,, v 1 � t� �� .1Y%'1 �1 �'� ' ` , � •, , ; � . Y' � ' �. .{ � ' � .� „.�• u=1a .�;�3/'• ,;.,?9,�,� , � ,.�►�, �:� �,.'.1 ,.., i:..,., � - 1 , ,, �i 1 � �'i . � .r' �y1) iYt -�`� 1 1 �4 : Y,� �. � �'�'.tr �y ' T�•L'L . ' ,r���µ,,,1�T .,�.�,��� s:,, 'i�.� ��-, `, ` '� .--,�.. �� , �• �,:, r .� 5, „ ' ,j'r• ��• ►"" � • ' '' , Ol 7 l •fi i '� ' ' 1 ' (', l� ��(%�` :'� �. � r�. j �.. � � . � ' ! !� �'''� � 1 � 1., � w}' , ,: ,•� G �1' ., ta ..� •�� .1.��� � � �';,. � ��i%4` `' lP�it `/ .� 1 f 1,� `.(� .�. �::� � } ri� � , '� i.r •�� Tj` :�\�i. ` , .� t ;,• 1 f. �. l `r'. • .� r,:l =1' j i��/��'��'`• .11 ` � :• •' 1 el .'��'"�;�.'S'.;�,J�.' .�:. ' . ` �1il�i.i _ � . .;�' I � �`�i�f �\.;, O� 1 ..� , � . , �` �,�.a%�r. 1. . ,, v-� : /, ' y ' •i �� A,,� ., � �/ ` 1 j, '� i_.:� ' . ;�,1, :, . , _ - `o.. W •�. ;�`Q Ql 3i�'�1'��1 .1:� , � .,'',',,1 \/,:",',! y �'�.;tJ.'•�r •.'���1 �>� =r.�. � ,:.r � '� � ; �,J��� -�.1 �^�.�: � .,!LJ' 1`Z �� �.1•� �E't :,_,-.-;� � �, l �. � �. i` ;'/ O 1 M) ��1. � S •.ti ' ` ` �: ` �;1.:� i o� . ��j •1 � •� ''�, � i� �, ,(1��` - � %!1"V� '1' �^ �ti . 1:'�` r;! � �r, . _ c �� 1,- • � .',r' .y ;� .� . 1�,� .�a.>, i `, ' ���f w17' .�. .`• �,l r/ �3 3�r `' ; ,1�� `v'�'N •' �1. `� �,:.'��� ���:>'� '• , :,. � - ; ,��� � ', � � � �° 1'• - � �.1.�: �' �� 1 :�. �., � � r��- �: • y�l( i `` �•� ' f .� •J�_� ' x,,��7 Gr ,' � t 1 ,` l�. � �` \ :�r '' ;,�,\`�,1 '' _ \ � �i.f,` � 11 `�i�}I','� O �' ��:�r -��' 1 !�i �� 9�r' �`�� l�''��✓ •, , :,,.<<:� EL�( ,;;. �. 1 �.�,. ;��,,�_ r. � ,,`, ��+y .,�� .:i, '� ;; -:1 -;;. � � ��, �• � !�.�)1 ';�?sl:��;����'� i.:�"�� i��,,,: ��'`;,�' 1.•"�!� � �' � .� ' � � �.1.s-: . ''`1 �s� . � 1'•��..�.. `_ , ' , ,, � ` - ;',� ' t � '� ., ` � �'t , • • :,-�''3 ; L, � �,;. �3 � ' ,'.�', r ' . ' '� � .� � •r;:. � � � r'• � ' - t� ,yl' ►'� ,'1�" -�'r ` `� � - .1 �-; � STR, .. �� �. ,��_ � ' � •s� -• /- , .�'' _ : •7:,- ��li� .�,.��% .t,��-r L. � ` . � ` � - j " +,! � •, � � ` � ,- '''� � ! � � � ,`1 �'' :f ,,'� . _ ' � 1 1 ; . ,i1 �•,^y:_ •:� ,� .,1 ,�� � ' '� ) F .,q1(� •`, Y � 1 � �.,- :3, ,�' .� �� (t1 t,; _ . 7 9. , , h `� . � � ,,` . _ `,�,� �, � . , 7 � " � � � - \ t � ' i � "� �' =.1:' }'-� � �''., , _ � ''� G -a � �r � _ _ , �' f'',� - . � 1. � , i . � '� ,�� 'e 1 _ .` �,�: ;9 ,�,.`1•'� , � ��: ,'�;,i�•� ` ,� - �f�.;�. ER � `t-r; , •.L_1;-; � :� �,: ', � y �:' .', �`'�� �, '� '� V . � -�'� ' � � , � ,t�� �7 � '�"r � �` ` '/ ,��0 ��, f,� 3 �l. =.. ;I �� ,�11 ���1�� � ,.(�;113i;.i^1' � 11't., �`''t, {1 � ` �.`� t � ,�� 1� ��� 2' •7• y /� � .� �� � +�� \ � i N � , %�'- ' =''''`� �. -� �� .. ,!.'', ' „r�' , � �;_1 5-�g•E' .�;�,�� �, r� -i+ _ - • /`,�1.r � „� _ �,J,I,t ;� .r; ` . • • +.' r7�.A'i � ` =� t • . i � i ' l � � � '' ��'�' j�. 1 ^'� , '•;1 r �d ,�; t;!'�Q��, f` �• ' Si,:.^r J � ., ^, ,.,.1,, J.� ; ";� :_o� ,�;i � _ ,,� : L,�{� 1 � �:'1�. , .� ,��- _ . r f, � :-,� � i� _ 1 i.1 ^ 1` I' 1 l,'i.�! � - . � %�" . � . ` .1. I � �I 1� •.; \ �''�I , � _ �t� .. . !• i.t�,�.tl���• 1/'- ,1_ . �, � �.� �' 1 t ' '- ; � �'" o�cNER�' . `�;���`��- ' Y �Z „C" -` �`j- �-� `; �'', } Ai1' -� � cs•� . 1�'-�� ''�� .��, `_ .� �! O1� �"'•_��i'•�: � �i 1� ���'� � � •� ` •�\ __;., f :��1-� .,,: ,,�` 1 \ _ , , :'Cc1 -�1:s;.� `1 `; !'� . �J . '�. '�,��;r:r.\ .r , - �1 i •�I �i , �. t:f` • "' � E� �+�' ';: • �s n .,� � z�. . � `` � , � � ►. \ r �I� !� ,�i'\\`�,i f�'y1' //}'►` -w`����� `L\ �.r �J �-7 V�..7 ; '� �� � � ` � ` .+ � y,��C �i ,. _;,��... ,,�� , •c .� , ,, =• = _ � � ,;__:. a _ ny,; �t -,_j� r � � � �. ;.r.., •, 1 � Y _ , ,'..°, ,', ;, /- t, ,;,I,.`, . � ��rr1�� 'a�� 3?1.' ' T'r� J.�� �J 1 ..`lc.,c� e, •�,'' �1 � �a .�v:' ���� {,��. �1 1.':...}� !�f ,} �t ,� 9 • C G r:,.wr ` ,, L. � � ,y G : '/ \ �r(1!J ��� :l .) /2 .r �� �i� � - `• � :. �. �. `y y \" 1 \ _�� ••�II q=.i: Cr1 - ja , ;, � o[ i/.� n' a' ja1? l.�i� �J��rai •,, ! G � Y/ ,�•T � . : ' C'� �l 11 � �' \' •;.• ' a � ; :,�� ; � ,,, <,:u+� _'..�. v .�.` .�' - =V�i%" � 'I - �' 3 -` ° o � � �V .r �' o :�3a' � �% � � ^•� \_ uf •'! `�° C; ! �' Lr • it �.1tiZ5, � � ^ p''"C� �� .j;�1^ .f�t'�'.•• . ^ , 9 L u �� _ •1:=�;,9' ?J� .► U , , " :,.;:,o \ �� � •v ,. .�,7.'v,, : ,;, \ � c � l•r�� .l iT � .;�cp? • ' �, '' • "�• _ �� . ';� � � - '�• l��, �j �.r •�=.`!I •I �: . �. � � ��r (►1 � :� t.►'�)i� : :.�),'3 ,� 3 q � �j, � , __ : ., ,� ,: , �ocA�rro �U M A P — — I C.�t �ZY�..� �i°��-� -- .� .r� - -----.� r- �t" L �` r• ... \d /' �� '� � � —� -----� Ti�,,,�•i �-- t`' -�. � . r•- ----_ � T- __._ < ..� ,.. , �„ v .� __ _ o= �a= ��< /�: ` I � � . �. � �. � . �" !. �.: •; � _. � _ .-�-`„ `� � <%�,�`' A � .�_,�•. , a• 1•��► I ��'�a1 ��� � � � ' — . � �'�„\� �� i / i •� t\ '� \ . i � ``� � i �., \ 1 � � I / � \� . � 1` � . � i; ',IVi /^1, � v � •J ' � _ Q � .Y I M 1 � � � 1 s � r a� �� = I � � � � �o U ' n ;� ��; T � �� �I �{ c�t4"� Rli►�� i� fi 7 i � ^ �\ 1 � �6�� ( � � . � � I '', � ' i . c^ N � l � v L • i � , �'� ' L.`� � a' �� � ' „n � � � ' � �� l ��'I . — I � �' � ' `II I _ , � , GAR. g�s-�w.q ' i �' I 2� ;,� 3 g,�b „ � � r � 11 •x' � • �, , I i � � � i �'y� . i 3 , I.�1 ^�. � �i' . � �.,,�,�-:,r � � �n,� i '� � _� ( ` ` �' L � � i/ pr�.p� �� i I , I I � � ` � r�� f I �� � i �, � � � �,Q��: - gr�q I; ; y ' �� ' �'� �.,�� , � ' a � ��,�- -- --- �'� I ��' , _ _ , ,, �-- , � � ; �� '� � � � , � i • \ 1 � /� 'i � 1 C,e`'� I � I (/�;� � l\ ,�,., \ - . � . . � �o. S � - — - :��° ��•�i.,�' f� ;�o kq . Q - � ----x --�-r F' \'� �. 'QQ ��` � _ - --D�6-- !"� � �O � .�xJ PC�v�.�Y C:rtt� `�Mw�.� ,�,t • c�rr�E J II ` . -. : ; � � � � � ' ZS ``A` � � ������ p 1L �6 '11 � � II L��'1Z C�t�� LLC.-� A`. �J �- `7 C. P_ � p�\ O�`�l ��'� t9��o i�,1 ?:��� k X, 2tvGRv �`. w i ' ! I . , � i I � L�l/ �� �� � L� � 7 � � i I I t I I� �d �� I i i I � I � � � Q a.� o � Z_ �� � � r c� �� �1 � S � � � ati � f ��_ -cs-��ui 13��s FR�hi CIT�' OF FRIPLEY TO 651?56799� P . � -t�6 �: s»-�� GC:dc : �=a:c :� . . ( �T1 ���,.v . ����+�r� � _ � i . T�' r � J�V�`+ /^� ���3 ~�, �� � - �,�— t— � ' � � ' < ..y�,...ia. �'— .r �o ` ;\ ... . . .__w �o� �iQ�r . + ���` �1� c•i 1`\"L ��Ci`• { ,OS� �� A t f �1�V � � � � �,r'� `� � � r � h� �� � �� � , �) .!� �:. \' �� � '\ �1 -�:2�i ���` �' +` � ' ' 1 �i � . .� �� � ` `� �I � 1 � � � � T� t . , � �{ RwE Q� �L R �th� � 1� ?�� p � - � r -----x — Q ��� `F�CT�iK} y�i�l.L � ' --�►�- J ' rtx� Pt.�v�.c.y �.K�� Cywtr� �vrc • FGNc.e � Top wAU.r Bt •� � _ ���' �� � �i u�f�t tt �,, �' I � � 1��1�p+�.. TJ��GQ; p'�'�\or`l � ��� L�I,�o i ��� a.,_rJ Y� X, 2lVGRv��� ..� w � w r a (� c S-� � J + �f f a �li'1 �~ c �� , � � ., ��� �'C ,� i � /�` � i � /�~It 1 � 1 , ' � I r � � I ! 1 1 r�i) � � ��� ��'• sr � ��f° �6 . / �o zs � {i � � �ti� �� � � i� � (� � � � 4.. a'� N�. T A�}� l�l �R � A S 1 Ti���;L P. �.�E. ����►���� NUV-II-ZU00 FR! 04:07 PM COLDWELL BANKER HURNET 3ENT 9Y: GMY UBd ONTNONY A�1lLYY, INC.; T83763A224; �eryl Street FAX N0. 651 464 T808 NOV-17•00 3:52P�1; ___�.�.�. ,.. . . �. � ��7. �T..�;_.__ ,�..,� =—�. ,- —�—� — �� +--�� � ~ ' � . //� �` \ , . -- - - .`,� . '� � � r � � . �/ r � �` 1 , , � •.- ! l— � / � 1 . � � � , � . �� . _-,�. 1 � � , /" , �-=� ; , . , i,� , �, � ' I I��� / � I �� Proposod i ' ♦ House ' I ; � 16�� � i I �� s7-4 ' ' j . 1 ` � . �/ � i \��` ?3 — � � �, 1� ( 18 \ `� ��"'`Z �r� /I I% \ ` �` � � �_r� ��� � I � � w / _ `�♦ _ - .. - - � �, � � .. v r Indicates Apptroximate Soil Boring iocation Indicatea Ptroposed Grade Ittdita tes Exis ting Crade � �au � � ��s� ��s� . �..� R: �►eryl Sfte "P'0'�' �N'i'ERTEC 5�T Gaxrier o1 Chery1 Streat R Broad Avenue 'o' "°. � Fridley, Hinnesota °M0*'' SCALi i m n � � � d f; 16 PA3E 19/19 1 ♦� Ll�h o� 1 ricuac� Z � � a T-10-01 11:20 AM ML.PAULSON 715 24a 3045 P,04 ' NOU-17-2000 FRI 04 � 08 PI1 COLDWELL BANKER 6UkNET FAX N0, 651 484 T808 P, 14 �. BENT pY: WNY U6A 4NTN� pEAL?Y, INC.; 78373S822a; Nov-�7•o0 �:��r�+; •-�� �.,�� �•' • LVV vi` �VAas�v s \ 0 1 ,� 0 i �,i ��G, Mx� - C�u�s<,��� �+��.�. . ..__ — 'T-18-01 11:20 AM ML.PAULSON 715 24O 3045 P.05 , NOV-11-2000 FR I 04 � 07 PM COLDWE(.L BANKER BURNET FAX N4, 651 464 1808 P, 1� � 6ENT BY; WHY USA ANTHONY REAtTY, INC�• 7837558224; N0�—tl-OQ 3s52��; PADE 15/t9 .. • a.yv vr D�1�Ct!`1tr � .�' . PROl�Cta EpDX�l3�1tA � ' - � .. ; ., $ORINC� S`T-4 Geooed�atd F•�h�ttton - � �.,a.�� g�� LOGTION: rt�opos[d ,5��la�'arui(�r Aaibences � Sw attach�d �d�. iridlcJ. MZm�oea • . DATE: l,l'J/4S 3CAtE 1' = 4' �i''� To�u or Nari �• �� �t�a� ��� orMum�,� spF li6.S 0�0 Sy�abol ' �, ./ (AS7M D2�88 • B1S.5 1.8 � � ORGN�IIC , mot�. ., (=�p1 ':' , vM► !o •• , yeeae t �r'itb Stlt, sli�htly movled. l�Y�h btown. aeltt, ':: loot�. _ :': (C�ane Alluvi�) a09.5 [ 7.D eos.s � ii.o .S �4.0 .0 1S3 •:, ?'WRI.i G3R1►DED SA�YD, �ao- to :�'r • m�di�t�d. crace ot Gr�+�al, �rirish bro�, �'•f watsr�cariat, bou to .cry {easa. ' � (Coarse AIIuv(v� :% r •� ,�►, , t-�rsinr�, �m '�•; N� 3.sas �.r, brows, w,trxbariaj. looae. •'� (Can. Altwivm) ',M % ,�•; S T, apejad �w�tb e s�a ,�r+y, watetbearia�. moditmJ dease. �iee Ail�t�iu�R} END OF 80RIMG. waiv doWo 11 Feei •ritb la iat vf bollaW-stcm tu�er is� �. �*oued. w� oa on��a m ���-� ero�b or 6 ra� {��di�tsiy a�4a v�itbdrawal a� au�ar. BoRq� �6m bockFiticd. laa�i��1� Top ma of fua ' hydraet d Cb.�jrl Scvc: � y Bro+d Avm�e �Je�+:tlaa — sZ1.3) � 6 �] ,:� 2I . — �Ti o�r � �� �� nov O1 O1 04:34p John Dahlmeier 612-472-4761 P,2 � �ENERAL STRUCTURAL NOTES SCOPE OF WORK SCOPE OF WORK INCLUDES DESIGN OF FOUNDATION SYSTEM FLOODPROOFED TO COMPLY WITH THE CODE FOR A FLOODPRODFED STRUCTURE TypE FP2. ALL SPACES WILL BE CLASSIFIED W2 (ESSENTIALLY DRI�. FLOODPROOFING PROVISIONS WILL BE PROVIDED IN ACCORDANCE WITH THE CODE: WATERPROOFA�jG: TYPE B STRUCTURAL LOADS: CLASS 1 CLOSURE OFAPENII�IIGS: TYPE 1 WALLS, CEILINGS AND C0IVTENTS: CLASS 2� IN ACCORDANCE WITH SECTION 703, MANUALLY INSTALLED CLOSURE DEVICES T4 BE USED AT OPENINGS WILL BE MADE A PART OF THE OWNER'S� CONTINGENCY PLAN. THE PLACARD AS FURNISHED BY THE BUILDING OFFICIAL WILL BE INSTALLED BY THE OWNER ABOVE THE RFD IN A VISIBLE PLACE. DESIGN DATA STRESSES FC = 2500 PSI - COMPRESSIVE STRENGTH AT 28 DAYS - CAST IN PLACE CONCRETE FOOTINGS FC = 3000 PSI - COMPRESSNE STRENGTH AT 28 DAYS - CAST IN PLACE CONCRETE - ALL OTHER CONCRETE FY = 60000 PSI - REINFORCING STEEL - ASTM A61 S GRADE 60 �� F'M = 2500 PSI - TYPE M MORTAR - ASTM C476 F'M =1500 PSI - ASTM C90 BLOCK � -� , i��;� 2�.�, � ��n�� �� � ���-� .� o�� �� � � ����� �;�� C� cl�L�% �� �� „�. _.� ���� / Nov O1 O1 05:50p John Dahlmeier � 612-472-4761 � LOADINGS . , SNOW LOAD = 40 PSF FLOOR LOAD = 40 PSF WIND � UBC, METHOD 2 EXPOSURE B FLOODPROOFING LOADS HYDROSTATIC LOADS - 62.5 LBS. PER CUBIC FOOT PRESSURE HYDRODYNAMIC LOADS BASED ON SECTION 602.3.1 VELOCITY 10 FEET PER SECOND UPLIFT AS CALCULATED - NORMqL IMpACT LOADS - 1,000 LBS. TR.AVEI,ING AT 10 FEET PER SECOND ON-ONE SQUARE FOOT. OTHER LOADS TO 8E CALCULATED IN ACCORDANCE V(�ITH CHqp�R 6 OF THE FLOODPROOFING REGULATIONS. SOIL BEARING ALLOWqBLE SOIL PRESURE = 2000 PSF ASSUMED CODES BUILDING CODE - STATE QF MINNESOTA �2L�- � �.A�.�li n1� . —,= .�,..1 e x c� ��-F;�., eh���r-�– +v �� b4 s� � o-, , f ����j^�g5 (oGO�-<cl+�:c.�,: re rw fi /v� � /�} �� T:' 'l '�'D � C''� �,ii -u`� rJ' CO /Gi n u i a i � k'�-c �:� t rtit,z'� F�`�,� C� 5% S f�� aP4 .�Q ��-� �...s;�y � l�Zvnvv� �- r-t,�lacc v-, �� � � s y � �-e��r �'t ( � l� w GI�1 5 ��b5 on ����'C. 4s ,ia9�a� �{�,� ✓�c-. �- rc I__ �!G'[G v'I �,t: �-a6 ��. /1ro.�'[✓ �c� �G �o"V v,0"�� , � s /�`�`' d'� G} O I�i 3. 2, n�j ca i /�G, `�(r' l/ O' i � P•2� � � n � ` '� .. / Nov O1 O1 04:35p John Dahlmeier . % ,r. Q f /1 rj,?— lJ �`. ` �- !. _. n, � � � ' � — - __ . 1 �,L� l• tA` . y►,► �U� 36'W 6R x 10. 00'T 612-472-4761 , • p.4 _ `a r ��(1't"G� �-�- ' — — - _ .� . � � 18 =5" � ,,--_ -. - . .__...---- _-_�. _. � i � � � y� r--'---^---'-�---- I I /✓G � � ' 1 Y ; I , Y ' ' N i O c'/ '� � � . � ( � i � � � i � , `� � 1 -. : � �� t ` � I , y ; x � � , S,� �, , jm , � � � � �o � .. �' � - ' � i �� . s�p�� � � � i -i- o � �. r � � N p � � ,i � g � -� , , �, i �°pr�-ri1� �t�try� rts . � � �cr 1�,c��''�+��' K I�r US� � k _ P A s. �D �jr`°a � (�.5 - mvr}al .r�- �r� _ L,n r� hc�+ k� S� ��� - lu�"� S�nrc�N G7- �-b:-l�. Nov O1 O1 04:35p John Dahlmeier 612-472-4761 p,s< J. H. Dahlmeier En�'Y'neering Inc. �z' . H x �{ szsw k...t� — } B�.G � �. , �/%t\�!l/ `T��cco LI � ,,�� � �•v1e,l.6ryn t -ta � � y �a.G�6w (9�•G(e � � / �y e y� �,,�, � �n� , -�' �'� 1 �l `� �, z wr��big�e —� � Y xZ' D o�,e lS � � � � 8 0. � . C arc Q ,� q �� ~'""''� b !'i►n .. G {,Ir �, s � � PRWECT ��?� v TT�S� � SHEET NO. ^ MqDE 8Y /' +�+� OATE ��Iv �/O t coMnnrssrOrv rvo. � 3 CHECKED 8Y pA7E DETAIL NO. CALCULATIONS FOR _ � ��s� � � �� .�_�._�.. �_.�.____ +7 r� �4 � �,.,» •� � �,c � y o t�,,.. s /'�- `r 64► wn`I . �f � 3 � , ;-� �� 8�3. s 2 Xiz �/' tiD �� c� �1 L �-�+ ll }� � . C�� w I `� 5� � , ! '� ��-. : f� �..,,_r--�^�,� � �rA,n �'��L � ?'v iC Qa v.� f /� fi6 � � � ♦1 � r nov O1 O1 04:35p John Dahlmeier � J. H. Dahlmeier Eagineering Inc. � 612-472-4761 p.6 PRQIECT �- � O SHEET NO. MADE BY pA� _� {I� ! /c� � COMMISSION NO. � .`_�� CHECKFD 8Y �_ DA7E OETAI� NO. CALCUtATIONS FOR � �""`�"'°'^ �'`' �l �. tE"-����e C 5 Z7 �:. � = .__ � .. �...�_�__.._._..._.. � � 2)c(Z��• P r't`•�` o,�� � ° �'��b r��c. '-�l �� � Cr4�� S I��C P �v �� �� � ".� �L� � � �' M��, ��.�t �- frk�c;�7 2"a 'r 8 (.., r/� f"j.� � , — l�� F++��Z Y32� / GZ3.lo ' > � � f _ � F t,.�,,, � L E v re. V ----....._ ._ ..__ ___...._-- �12.(0 �_ ,, �!„ I� c"� c,_,_, t l s c � 5 l ��.-s,2 R r i� StL 53 �wZ N�vakS � a- sls6 ��:.�f . •<'/' �� , - �.. � O� fl,�,; ,, +; � �. � � �i' S4 .� .i � G vb��• o n ` � � ,, g I �, 9 Str, 8z3, (; u nov O1 O1 04:35p John Dahlmeier 612-472-4761 p.� t J. H, D��eier Eng7'neering Inc. pROJECT MADE BY � t�t� SHEET NO. ^ --�. DATE I.��D��C�� COMMISSION NO. �3 % CHECKED BY �_ DA7E CALCULATIONS FOR ��TA�L NO. 8 Z3 . (, �4 T /r �•`\`-�/ � s�. s � _-, ,�...- � �rr- �� �-�"�' � CoNr. �� �� /►')/s s u `� ( -f�.- �-, e� �-�a,� G °1� �uj�►��n g �/ @ ���4 � CS 3 / _ _--_ _- .. ..�. �,_ . _ / /' � �� l; / / 3�� `X ��Y �,5pc< < v'� �3�c ko � r'v � �' 5� a t�.n�` �{-•�P � a �� g�a h� O � v �c,�. l C4�.�� �oinl Lo�l J , Z � �{ �v�CS e i � , "L � - �i� �C�j � • �- , �� f `�. k c,.,, �� S �'-`�� . —W�� 8 i4. 9 li��._�-r� - �,_ �. � 'o'�� -� �� ` "'-�% `i �o� wi � 'i� `F e r L y d7. G. �- Drq,ti �� I � �.�w. un-� . � `�4�� C.v�ltip� I�, xg �A �� F�I 6 �� �j`�� � � � HOME SPECIFICATIONS FOR: Horne Itein hafne type total hame sq it garage garage doors Po� 3 season porah screenad poroh deck 2 story 1 812 stary 2 car garage open porch not eppbc�ble not app6cable not appNcable haming labor ••By Homewonc" foundation crawlspace irame wa0 not applicable not app6cable floor systern I�o�s w/3!4" O38 flooring axterfor walls 2x6 sWds 16' OC w1R-19 insuhadon e�r waf� wfth OSB hotre�rtap sldtng - �� �d�9 Installadon "By Homeworx" soffit b lascia alumtnum soffit � fascia millwork solid vinyl casemerrt windowe solid virhA slider w�dowa exterfar doors - clad exteriar doors - wood root 6l12 roof pit� • roof gable st�Ae ceiling heigM 10' ceiling veulted ceiling vautted cei8ng tray ceiling . not app6cebie shingles 25 yr 3-1ab aspF�it shmgles Installation "By Homewont" interior trim "Owner Supplied" iM�erior doon "Ovmer Supplied" add'I interior doots "Owner Supp4ed" bifold doors (sm) "Owner 3uppl'ied" bifold doors (sm) ••Owner SuppAed" � bifold doors (�g1 "Owner Supplied" bifold doors p9) "Ovmer Supplied" HOME 9PECIFICATIONS Troy and Anna Peabody FOR: Troy and Anna Peabody HOMEWORKS PARTNER3INC. Co�'Mernial ���� 495.0 1,806.7 495.0 24.5 Number 3.0 6.0 3.0 492.0 Number 1.0 Number 14.0 12.0 Page 1 Home IEam Dasc�v� Sq.1Lin. Rt Number �_ pocket doon "ONmer SuppBed" - Pocket doors "Ovmer SuPP6ed" - French doors "Owner SuppUed" - insulatlon drywall P���9 ••Owner Supplied'• »Owner SuppBed•• ••Owner Supplied" Water heater - Ovmer Supp9ed heating tumace 90+ "Ovmer SuppGed" "A/C Ovmer Suppfied" ••Owner Suppiied'• »Fveplace Owner SuppGed" "Ver�ladon System Owner SuppBed" 2 story fireplace chase elactrical "Owner Supplied" cabineta b cou�rtertops ••Owner Suppaed" special items 3R By 3R Quarter erch (2) Adjust for 1 12 etpry over garage 482 s.f. Extend parch up 2 levels Single hung windows x 6 Double Hurtp wfidowa x 2 1.0 1.0 1.0 1.0 1.0 1.0 Number Except as specified above, FFomeworx wiU provide ti� following materials and insfallatfon labor. Deliver materials to the job site. Frame the floor system, exberior waps, artd irrterior wa8s. Build stairways to the basement and 2nd floor. I�staA windows and exterior doors. Apply f�shing and channel, sid'e�g, sotfit, and fascia. Set energy trusses and ptovide handiramtng if required. Appy roof sheathing, ice 8 water dam. flashe�g and vaAeys, shinglea and roof ver�. Ir�aQ gerega doors. Except as specifled above, Hor�woa wiU provWe tlts folbwing ma�erials for owner inatallation. Plumbing : 50 gaqa� water heater, copper supply Mes, PVC waste Iines, ainks, stools, �bs, showers, and faucets. Heating : 80+ fiunace, flue, thermo�at, suPP�Y 8 rebun dw�inroric, and regi�ers. Elecbical: 200 amp panel, breakers, wire, wke rwts 8 staptes, switches, receptades, C3FI's, phone wire, smoke etarms, door cFdme 8 beth far�s. lnsuladon•: R-18 wa9 8 R�4 ce�np f�erglass tricdcn 1it wRh 4 mlll vapor barrier and b�suladon chutes. Drywall: 4'x12' 1/2"' and S/8', tape, mud, sa�vs, com�d. Finish Material: Oak pre-himg interior doars wilh h'un and Ivwbs, casing 8 base, closet rod � aheli, ata'v treads, risers, � slc�oard. Cabinets : Kdd�en 8 bath cabinetry (please refer to the separate Cabinet Spoaflcation sheet).Countertaps. The owner is responsible tor the tolbwh� materiels and ir�staitatlon labor. Exqvation, fo�dation, foundation dampproof�sp 3�stdedon. drivewa�►, walks� b►icic►vork, �air re�Ta►8s� Ught fatures, pa�t 8 stain, floar coverirtgs, end appliances. 'Homeworx speaficatior� comply with the Urnfortn Bwld'mg Cod� (U.B.C.). Homeworx arstomers are responsible for arry eztra cost essociated wNh local buil�ng codes that exceed U.B.C. HOMEWORKS PARTNERS INC. Confidential 1022/Ot Page Z i� '—� '�1 �0",bl �a,sr Y�/{.� y7 �(.� OL 9l T— �� ;�—� : f.� — — — — — — — - — — - I I i— I -- —I I 1 ! � I I I I I I ' � � I I I I � � i I `---------� I I � ' �� I I � "� � I ( ^� � � I I � u I I O I m I I I I I i I � • I I I �� I � j % , S S I .. �0-,ti � � �� —I � N P��J� _ - _ _ _ _ _ �____L_ _ _ � I p I _ _ _ _ _ _ N � � � �-- f 909:, ; - I � � � � ° � g � � � � ::� � m � � ; � � � � � i � o � � � w I I�i � --- ; � �. � � ; � � � � �\N ' I � I � `O•• � m �J 4,iJ � .-. � N � � —, �� � • � �� � � "' � � "' � -- .� � ! � ; J� ` ,,,ti, � � � I � :: .: ,: • - _ : _ . .: � ��..�' �6•.S s�t � I � � I = n� I �� , .f� �. - , --;------ , , '- aaeanaz� - - ' �9-,ti ul-,6l u0-,SZ u0-,6Z � T i � �i . ,. . � —� i �� � m � � � � °i � i ��+ i � � � � i� I� � = j � � i � � i � �y � u� iU(. i u� .�� --�j �L-.Ul f„� � j--- �0-.9 � £ �l-.8 � � �L ,ti --j�= �0-,9 � . - � -� � I o�'o 1 � - 1 ; � �' i � �' � g , i � ° � I I ^ � � N t!1 m � I � O W z p � i �� i I �n o � m i - �r, z . � o O 4 j v m i O� � � ^ � ' L � �5�.,, I `� _ I lV '''-i' � \ r Q `07VZ, 077Z 077Z �7U� i � � i r,_, � � � � � ..b-G. '� I :n � n � � 9 i ! �. : � ��� �, U , �''`� �- - n � � i = / � n � I ( �. �� L � � a ; o � i .: � ^ I ► o i _ _ � lV •Z• • ^ � S I � I � ^ Y }� I W 1 � I ' I� � � -� ,/ 0 � � � �� � o , OSOS i- N � �o-,s --�- �o-,s � J � � � a � � b � � n � 0 0 � Z � � O W C � I�-�— �o-,s � �a,s � � i I � `�. � I �o i � N �''' 'I fV uV .I � st �' 0 . _ � N S � � oW � Q m o t�i �� Wq� O G � �N �--�-+ �1� I N � O� M � I !' �'1 � O i � ( M I � I � � 4 � -�- 0 I N �- Lo-,o� -�� uo-,s -+- �o-,oi -+�- �o-,ti ---+ �a,sz � J u0-,bt :�— ,± — � �o v I 1 I M � y �- C� N �— �^ c CV I " ►P1 Op e.� -K-- � � O� I �_ I O � N u0-,SZ k �Ol-.Z u8-,8t �Ol-.Z � �` �Ol-.Z '�— u9-.9 u9-.9�� �Ol-.Z I I 0�0£ 0�0� n�'n� � 4o i]L � 0 � � � � � � � �O a � �o � o� - M �Q I � I � f I �. � � '�"'1 I�--.o-.v -�I �- � � � � c�.. � . O � I ' ti �� �"�, .� ,.,`_. - ... . — — f �'t'S ���, � 1 l��� � ..._. _ +�,. *� _ - r— J�� L �` r ���`� �5 '.7�,� -� `. < . . �1..,..r�t �� � r' -�� �' � - >~� �•�- �o ,� " •- o y0' J �� . ♦ . .�. ' ,,a. • �°i'���r�� � -_ ` -''.� �' <?� �� ,Y .� . ^ � �� \ .¢ �'• �. ' � ' � , '` /r � �� a � ��� � � - _ '\l hcr ` �' .'•.��- J i � \C� , � � � -y� � l� ` /� � ��� �. , , � ; , , � r� � -' � ', , ,, �,� � ,� f , , � �, � tr,b. r r I �� ' � ` 1 i L I � ' �b ` ' e a d l.`1 ay �i � � ti �, �1 , \� I �un — i - I �.., � ,,' � � i � � �- . . - �� �' � �7+���'� � ' I I ' � �.��i.� � �"" �.'. ,'};y`' 1 � ...��,: � Gr,a. g�:ng-�a. .:�,��y�,�.. � � , � I ,�Y:<r,� ��� . 9. "�,: �, :.� : 'I � „ �.� �.';. � � ; � � � •3 , 25 � 3 9" 6 �� �a� � s � <:: • � ! 'x� � I'y% . � 3ti �;��a•' 1 `/� (( .`'" Q � • � 'r .'. r , :°- `�.}. �i �', �•, . � t L ,: ;;<:<� ,`,` , j M� I � I�' �(� ' I �:;t;:i;ia,.>.:' I� I i � :.n, �:S %'a':%.•.�:•. � /� � .y,/4 � �' . :� <s;f�;,,�t'�; v: ,` `' � �^y�'.+.•,�k' �'' 'i in`i.i < I � � f I 2f� • v�/: ` ( ��I � $'i: 'UZH.$' � / :'e,i. � �'t3L f; I J . ,r.; � ::n.^�;:r::� �J ' � � .�.,f,;.: < ,rj,, p :.:..:: f �;� -� � :. ,::_,:>� , I �� i �;:�v° : � � .�, ., � � � ::: � :.: �: :: ;� �;;:.>;:• Y, L. ��. Y I : � ;: ;. ..,.y..r�;:: 4� ' � �� : I ..:<.:�`:. .� , y, � ��>>'' TaP 6+,ccK p �� .:,;x�' , ' �'-1 � � • ' � 4 � :�>� � c �I U.i; �e � � `'` �4�� � � �., � lG�„ I- ' �'. ' �; �i� �,} ' o . �---- - - � V � � _ _ - T--- - - - ' f i j � + I i ' � i � � � . I , r W ,� � I � i � / I �V�Q\� . � , 0. 1��� 1 ,� I -- I / 1 �, �„ � r> � i , � '- o�i --- _ . —�„1.. . �i, i'°'Sf� �,,: Xc� O -� - -7-� �.: �'o aQ �. � � - _ _� � ( O �i , �, _ -��6---r ,� .�.z� PCw�.�1+ a:n�: �-ctia�,� •�.�. � �c:r+�,E J ' I� ` . -. : ; � � � 1 � LS ���' � 8� ���f��" zt % ,,� � °1 u II C.,az p�•,; . � P a.�o 1..LCsiC►t. ��`1C.�%�p�\ON -- — ----r.--- � � � t���o i �,1 a'`�j � X , 2\vGR� ��: �r: �. o� � � � � � ;� � �''"j � J f � I � I 7 � � � . `: i� � � • .;;;.::�v:,�,��<'`.:::.<:� =�:::�.<<`��`:�`":::`< ��eas �to b� �r�ded � h�::.i:;Y'ni.�',-?: M1 �;.. u.}t� ,...,. . ..j'::;: OlV1CI SCGi. �� z:,..�,:.,.:�;� �odi�ied ko �,���d� ► � x�::.... >:;;::: �,:.�.:�:��::<:� � v��a� � ►� i n � � U � � wa.i l� � S d 1� �ati� � \ , c I � �� , ( \ � , 1