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AF-SOIL - 45028� � � � � � t � ' ' ' ' ' � ' ' ' ' � REPOF.T OF SOIL EXPLORATION PROPOSED RESIDENCE AT 7776 ALDEN WAY FRIDLEY, MINNESOTA #120-3082 soi� ex�.oRation �w ' ' , � ' , ' 1 ' , ' 1 ' 1 , ' 1 1 , May 5, 1978 Dick Netz Route 1 Box 202 Loretto, NII�I 55357 Dear Dick Re: Soil Exploration Proposed Residence at 7776 Alden Way Fridley, Minnesota #120-3082 soi� ex�x.oRation � 662 CROMWELL AVENUE ST. PAUL, MN. 55114 PHONE 612/645-6446 a sister corporation to TWIN CITY TESTING AND ENGINEERING LABORATORY INC. We have conducted a soil exploration and foundation review for the referenced project. We are transmitting five copies of our report. About 50% of the soil samples will be held at this office for one month and will then be discarded unless we are notified to hold them for a longer period of time. Very truly yours James C Rudd Geotechnical Engineer Thomas K Smith, P.E. Encs JCR/TKS:be OFFICERS: CHARLES W. BRITZIUS president ROBERT F. WITTMAN executive vice president NORMAN E. HENNING vice president CLINTON R. EUE secretary JOHN F. GISLASON treasurer OTHER OFFICES: BISMARCK. ND FARGO. ND GRAND FORKS. ND MINOT. ND MANKATO.MN ROCHESTER, MN APPLETON, WI EAU CLAIRE. WI LA CROSSE. WI WAUSAU. WI RAPID CITY, SD SIOUX FALLS. SD WATERLOO.IA AS A MUIUAL PROTECTI��1�J ?O l,l_IEPJTS TFi� PUBLI„ APJC7 Oi1RSFLVFS ALL �iE�Of�TS ARE SUBMiTT�C AS Th��F CONr �D�M IF�L PROPERTY OF THE CLIENT. � ' ' ' � ' � ' , � � �_J ' � � 1 ' � ' &EPORT OF SOIL EXPLORATION PROPOSED RESIDENCE AT 7776 ALDEN WAY FRIDLEY, MINNESOTA #120-3082 INTRODUCTION Construction of a residence for Mr Dick Netz is contemplated along the east side of the Mississippi River in Fridley, Minnesota. A soil exploration was conducted in the vicinity of the proposed residence. The soil explora- tion consisted of soil test borings made at the site, and an examination of soil samples obtained during the field drilling program. This report presents the results of the drilling program, and it also presents our recommendations based on a review of the field results and examination of the soil samples. SITE AND SOIL CONDTTIONS The site explored is a vacant lot at 7776 Alden Way in Fridley, Minnesota. The site fronts on the east side of the Mississippi River. The site slopes steeply towards the river with appxoximately 23' of relief between the street,Alden Way,and the river. The generalized soil profile consists primarily of alluvial sands and silty sands at approximate elevation 86-88, (based on our assumed bench mark). Overlying the alluvial sands is a thin layer of topsoil. The surface of the site is covered with a varying depth of loose fill. The depth of fill in the vicinity of our borings is approximately 8'. The depth of fill soi� ex�xoRation �W Page Two - #120-3082 appears to be somewhat less over the rest of the site. Ground water was not encountered in our borings. ENGINEERING REVIEW The proposed residence will be constructed on spread and/or continuo�s wall footings. We recommend that the footings be carried down through the fill and founded on the native sands. We further recommend that a qualified soil engineering technician look at the finished footing excavations to ascertain that loose soils have been removed. Footings founded in the alluvial sands should be proportioned to have a maximum footing to soil contact pressure of 2500 pounds per foot (psf). FIELD EXPLORATION METHODS General An engineer from our office accompanied Dick Netz to the site April 28 in order to locate the test borings. Two locations were staked within the proposed building area and in what appeared to be the deepest part of the fill. The two soil test borings were made on May 1, 1978. The borings were put down at the locations shown on the attached sketch. The surface elevations were referenced to the top of a fire hydrant located at the intersection of Alden Way and Craigbrook Way, as shown on the sketch, taken as 100.0' (an assumed elevation). Soil Sampling Soil sampling was performed in accordance with ASTM: D 1586-67. Usin,g this procedure a 2" O.D. split barrel sampler is driven into the soil by a 140 sot� exrxoaation aom�w Page Three - #120-3082 lb weight falling 30". After an initial set of 6", the number of blows re- quired to drive the sampler an additional 12" is known as the penetration resistance or N value. The N value is an index of the relative density of cohesionless soils and the consistency of cohesive soils. Soil Classification As the samples were obtained in the field they were visually and manually classified by a crew chief in accordance with ASTM: D 2488-69. Represent- ative portions of all samples were then returned to the laboratory for further examination and for verification of the field classification. Logs of the borings indicating the depth and identification of the various strata, the N value, water level information and pertinent information regarding the method of maintaining and advancing the drill holes are attached. Charts illustrating the soil classification procedure; the descriptive terminology and symbols used on the boring logs are also attached. REMARKS The recommendations and/or suggestions contained in this repart are our opinions based on data which are assumed to be representative of the site explored; but because the area of the borings in relation to the entire area is very small, and for other reasons,we do not warrant conditions below the depths of our borings, or that the strata logged from our borings are necessarily typical of the entire site. �hereb cerri thatthis i Y fY P�r spedfication, a' report was prepared by me Qr under my diree� This r port was prepared y: supervision and that I am a duly Registered Professional Engineer under the Laws of the James Rudd ` State o� ota ✓ Z �.,�, ��,�:.: ;�� THOMAS K. SMITH Qnte -� '-� —��'� Reg. No. 9044 soi� exrxoRation mmae�w • , � LOG OF TEST BORING JOB NO 12O-3OHZ VERTICAL SCALE 1" 4' BOR�NCi NO 1 PROJECT PROPOSED RESIDENCE AT 7776 ALDEN WAY - FRIDLEY, MN � DEPTH DESCRIPTION OF MATERIA� SAMPLE LAfSORATORY TESTS GEOLOGIC f ET �SURFACE ELEVATION �4. S� ORIG�N N WL NO T�PE W D � � Ou � FILL, mixture of SAND and SILTY SAND, brown and dark brown r � ' � CLAYEY SAND, dark grayish brown, medium (SC-SM) 82 SAND, fine grained, light brown, , moist, very loose (SP-SM) , i2 SAND, fine to medium grained, brown and light brown, moist, � loose, a few lenses of silty sand and silty clay (SP) ' � 18� SILTY SAND, fine grained, dark brown and brown mottled, moist, ' medium dense, a few lenses of sandy cl ay (SM) ' 23 SAND, fine grained, brown, moist, medium dense, a few ' lenses of silty clay (SP-SM) 27 ' End of Boring , , FILL TOPSOIL COARSE ALLW I UM _ PL 2 1 SS 1 I �2 �SS 1 I I 3 I SS ��0� 4 I I 5 I SS ���� 5 I I 7! SS ��0� 11 I I 9 1 SS WATER LEVEL MEASUREMENTS STqRT 5�1-78 COMPLETE 5-1-7H DATE TIME SAMPLED CASING CAVE-1N WATER METHOD 3 q HSA 0' - 24�' �pi �. SS ' DEPTM DEV7H DEPTri BAILED DEPTNS LEVEL 5-1 9:55 27' 24�' 27' ,a None 5-1 10•10 27' None 13' ,o None ,o , to CREW CHtEF H� 662CpOMwEU �vENtIE sou ex�oRat�on ST DAUI. MN 5511� SE-2 (7�-B) ♦ CD�'��'d � y ' , , ' , ' ' �J II � ' , ' � ' ' ' ' ' ..�....�....�.,.,.�m,� .,. �----� - - -- SE�2 (�7•B) � ��v =YMBOL C.S. P.D. C.O. 3SG HSA 4 FA 6 FA 2K C 4C D.M. J. W. H. A. NXC BXC AXC SS 2T 3T � DRILLtNG & SAMPLtNG SYMBOLS DEFINITION Continuous Sampling 2-3/8" Pipe Drill Cleanout Tube 3Y." I.D. Hollow Stem Auger 4" Diameter Flight Auger 6" Diemeter Flight Auger 2'/i ' Casing 4" Casing Drilling Mud Jet Water Hand AuQer Size NX Casing Size BX Cesing Size AX Cesing 2" O.D. Split Spoon Sample 2" Thin Wall Tube Sample 3" Thin Wall Tube Sample GENERAL NOTES LABORATORY TEST SYM90LS SYMBOL DEFINITION W Moisture content - percent of dry weight D Dry density-pounds per cubic foot LL, PL Liquid end plastic limits detertnined in accordance with ASTM D 423 and D 424 Qu Unco�fined compressive strength-pou�ds per square foot in eccordence with ASTMD2166-66 Pq Ts G SL PH 0 M.A.• C' Qc• Additional insertions in Ou column Penetraneter reading-tons/square foot Torvane reading-tons/square foot Specific gravity - ASTM D 854-58 Shrinkage limit - ASTM D 427�1 Hydrogen ion content-meter method Organic content-combustion method Grain size analysis One dimensiona► consolidation Triaxial compression •See atteched data sheet end/or graph WATER LEVEL SYMBOL —� Water levels shown on the boring logs are the levels measured in the borings at the time end under the conditions indicated. In sand, the indicated levels can be considered reliable ground water levels. In clay soil, it is not possible to determine the ground water level within the normat scope of a test boring investigation, except where lenses a layers of more pervious waterbearing soil are present and then a long period of time mey be necessary to reach equilibritxn. Therefore, the position of the water level symbol for cohesive or mixed texture soils may not indicate the true level of the ground water table. The available vrater Ievet infom�ation is given at the bottom of the log sheet. DESCRIPTIVE TERMINOLOGY DENSITY TEt�O ••N" VALUE Very loose 0-4 loose � 5-8 Medi�un pense 9-15 Dense 16-30 Very Dense Over 30 CONSISTENCY TERIVI '•N" VALUE Soft 0-4 Med i um 5-8 Rether Stiff 9-15 Stiff 16-30 Very Stiff Over 30 Standard "N" Penetration: B�ows per foot of a 140 pouM harmier falling 30 inches on a 2 inch OD split spoon. RELATIVE PROPORTIONS TERM RANGE Tra ce 0-5% A Little 5-15% Some 15-30% W ith 30-5096 PARTICLE SIZES , Bou Iders Grave I Coarse Fine Sand ' Coerse Medium Fine Sitt end Clay , Note: Sieve sizes chown are U.S. Standard SE-4(70A) Over 3" �.._3.. i14-'Ji•• #4-q10 N10-q40 #40-q200 Det�ermir�ed by plesticity ChsraCteristics ' ' ' ' ' ' , ' 1 ' ' ' , , ' , , ' ' CLASSIFICATION OF SOILS FOR ENGINEFRING PURPOSES ASTM Desipnation: D 2487 — 69 AND D 2468 — 69 (Unifisd Soil Cl�ssitication System) Major divisions G���s T�Pic�l nin�s Cl�ssification ait�.i• � Wel I�sdsd p r a v e I s�nd � C� = p, o R�r thsn ,: GW prevel-sand mixturei. little 2 � 4 or no fines ,� � Cz_ lDao/ pe�a, t and 3 � � y DtoxD6o � o �O _ �a o Poor�Y Rsdsd pravels �+d �� .• t� GP pravsl-send mizt�xss, tittle V q° Not meetinp both aiteria for GW o� Z Of f10 flfle5 H t/� a� o � O� C N� V� � �°� � Silty prsvels. pravel-�and- " d U`� Atterberp limits below a �� " G M si It mixturas � 6 t � C 7 � � •• A.• l i n e o r P. I. l e s s A tt e r b e r e 1 i m i t s p l o t- 8 � o � o;� o� than 4 t ing in h a t c h e d area N � � �° c9 c7 m. are border/ine Clessifi- �' o � � �... Atterberg limits above cations requirinp use iz GC ClayeY9rsvels.qrsvel- �... •.q.• line with P.I, ofdualsymbols �� � sand-clsy mixwrss ... p reat e r th a n 7 � `o • 'e � � �'�o Wall�rsded sands and pra- °° °> o' C�= O6o proatx thsn 6: $` � SW vslly sands. Iittle a no � o a' 2 U u i o � fines ��� q CZ D��x�Deo between 1 and 3 c � �� °o � Poorly Qreded sends and �° Z o $'m V SP pravelly sends. little or no w,� q� Not meetinp both critxie for SW � � $ . fines .a � � Z 0 �e ��Z U �R 7� m �� m __ � 8 Atterberg limits below � ` � ?�r� sands. sand-Si It mix- �£� ••q.• 1 ine or P.1. less A�berg I i m i t t plot- � 8 t � � the� 4 ting in hstched area � � $ ere borderline classifi- °. ; � in Cstiorts requiring use � Attxberp limits above o f d u a l t i y m b o l s � sC C tsyey ss n d s. san d-c tsy ••A•• line with P.I. � miztures greeter lhan 7 Inorgenic silts, vsry fine Plasticiq Chart � ML sands, rodc flour, si tty or s� ° C1°y°y f�^e �'� For classification of fine�rsined � o soils snd fine fraction of ooerse- �aR Inorgenic clays of low to 50 �rainad soils. � CL ��� p�asticity, gravelly q��rg Limits plotting in « , cfeys. �endy ctays, silty hstched area ere border/ine CH . � E clays, leen clays elsssifications nquiring use of � y � x �0 dual symbols. °' a Orgs� i c s i I t s and orpan i c � Equati on of A-I i ne : �,$ � �� silty cleys oi low plasticity PI c0.73 (LL-201 � o •� 30 '� �M � b � Inoreen i c si Its, mi caosous � .�ti� � e^d � � � MH or diatomaceous fine sands d P � g a� or siltS, slastic silts 20 ' � � $ f CL � �� InorpeniC clays of hi� 10 � � � CH p1astieity, fst cleys � � E 4 CL-� � �nd OL y= � � � OrpeniC Cleyf of msdiun �o �0 10 20 30 40 50 60 70 80 90 100 a OH hi�h plasticity J Liquid Limit � �.c °° Peat. mudc tnd other hi�ly = a$ � orpenie seils •q� ���Kial p�ssinp M� 3 in. t76 wn) N�w. iE-t (70-A! ' t , ' ' ' ' � � � � 1 � , � � � ' ' 50� eXP�OAaCIOrt �� ' TgiN. EL • /Gl�. D TD� DF /`/Y!� . TO /GI�SS/.sS/,o�/ RivE'�. � SOIL TEST 60RINGS 5E-14 (73A� , \ � ��E�v w,�y ,, �r '�-�-- �JOB N0. �,ZO- .3OB.Z' SCALE: �~ S�O/ I DRAWN BY �� 'CMECKED BY� . CITY 01= �IZIllLCY . APF'LJC/�TIOI� f"OIZ C�LSI3)(_t�JTI/11_ BUILDIMG f'E(21�1ITS (�'�L:W, �L'I�ER/131 U(dS, �L�llI l' I 0(JS, OR REPAI (ZS) Oh'I7�R: i� �/.f�d -Q �Z , . �/ Adc2ress : 7�• � a X aa Z--._ ,�j U.Q �P o� .�v . J3UiLU1>R: ��9�'1/.= '° �' l►ddress : Te�. iao. : �9�"- ��,3 3: . 0 � c -2 �% �� � %`S .S`,� No.: '7?7C S�reet: ���h GCi�1y� �ox: �3 »LOCr,: .� n�DZTZOra : �-p�s o� — ��.�� �,,., v .�s��s - •?�o CO2tt�IER LOT: I21SID� I.,�T: SLTT3I�CY.: 3S � SIDL•'YRRD5: /O � Applica'r�t attach 'L-o L-hzs fonn Tvo Cert-if-S.cate:� of Survey of Lat and pr.oposed • bu�.lding locatia�i dra��n on these Certificates. . � DE�CRI PTIO(d OF BUI LDI i�G To Re vsed As: � � , c�s,�•,�-P Front: �� Depth: .S� � Height: 3Gi / Squ�re Feet: �O,J � Cubic Feet: �� � a� J �.t.r�16.� Fron t : � Square I`eet: Depth: Height: Cubic Feet: 7'y}?e o� Coi�struc�ion: _�,Q�yr�� Estimai:ed Cost: $ O �oQ' � ___.� �_____.____.._.� `Jb Be Completed: A11.. A Hlt. B Proposed Ihaveway ��2idtZz If ]vew Open�ng Is Desired � $ $ (Sr� 12�4�ERSE SIDE OF SHEETj The undersigned ►.Ye's'eb�� makes applicai:ion for a�erma.t f�r tlze work ]ierein speeifa.e�l, ac,�re�ing to 3o al? t.ork in strict acc:ardanee wit�� the City of Fxid].�y OYC3111:iI"l4'C�s a►id ruliiigs of tiie .De��artment at }�uildialgs, atzd liereby c2ec�.ares that a11 tl:e facL-s and re�?resent-ations sLated �_n this application are t�-ue and carrect. See xevcrs� side f aclditi�nai ii�f�zmatioi . . DT���z;: �s"� �� � szc���v�:�.: �o�t � ' ��.i 9� �� Si.igu3..�xtians: �ll�� Q�.r V '�w'� i ���- �-��� _ ��'1' �j �,;�,/,,��. �...� � y�, �y � ,���� � � �, � �. � � 5;�,,�. .s� . c y r�.r /GL � V�"' � ' �C,�, �d . d Q • _ � `�, j'" • � �, ,,.� + �,K . �` _`'� - ,�.. � , (� .r.��: c. `� 6'1 /• / j . � t � �,� G,�'""'" � . ...�►—^ i , � . n� .,La / �litD..�f$il ,� c.w.r • ' BUILDI(�G PER��1IT FE� SCHEDUL� 'SECTION 2. The Inspector of Buildings shal�, before issuing permits for the�erection of any building or structure, or for any addition to any existing building or structure, ':` or for any alteration or repairs to any existing building or structure, upon application � therefore, require the payment by the applicant for such permit of fees to the amount ? herein below set forth and in the manner herein provided to-wit: NEW CONSTRUCTION: Single Family Homes and Garages: $4.00/1,000 cubic fee�. P_LAN CHECK: 25 percent of building �ermit fee. � DRIVEWAY DEPRESSION: (Concrete Curb Streets Only) Alternate A: Removal and replacement of concrete curb and gutter only; Driveway width plus 6 feet x$14.50 Alternate B: Removal and replacement of concrete curb and � gutter and install a 3 foot wide approach with 6 inch depth; Driveway width plus 6 feet x$17.20 �11 � � � �• � �� For the purpose of computing fees for building permits, the cubical contents of any building or addition, is determined by multipZying the ground area covered from a point six (6) inches below the floor line of the basement or the cellar to the average heights of the upper surface or to the average height of tY•.e roof surface of the riain gable of a pitched roof . For repairs or alterations to an existing structure, the fee shall be at the rate of $3.00 per each five hundred dollars ($500.00) or fraction thereof in the cost of all proposed work. In no case sha11 the fee charged for any permit as set forth in Section 2 be less than $7.50 plus $.50 state surcharge. VERIFICATION OF FOUNDATIOjy NUTE: Permits for construction will, be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the foundation once it has been constructed will be required before proceeding with the framing. � : � � ':► Application for a Certificate of Occup.ancy shall be made ten (10) days prior to �ze use or occupancy of any structure for which a building permit has been issued; and said structure shall not be used or occupied until a Certificate of Occupancy has been issued. . k ° 3 �) / 4;�/ � / It � � �,�. r" G'-. • = . �.� �_.�" � �...' :.;. � _. � . • i � � . \ - . it � �1 �..i t . l / / � � � � ,' -�+�� � r 'k. ' �f / � C� � � � � �`� � . c � f � i � � �''s£ �'" �o �, ���= y J � � ,� �� `///'''���� _� .�� . . . ... . �,/ %J 7� . ' . . � , . .. � `� ti ♦ / `-� O %n � �,`� \' �:. � ,N � � . , � ��, � �� � `. r x� � � •�e � vA�p, p�"ND . • ,. /J 7 . r . • G � ,� �, , � , No� �No o��, � � � -\ �S s ES �'` . �` 4' L ' � � 'Q GPr� QvetQ� _ `� \ ,\' ` ���--' - `.� �\p� �� `��� /, � \ �5 � o� �,�,�o� ���`�, -' � : _{ � • .�;� �� C � �� ��.`��ov� : ,, ` ` , � ; � .,.� � � .. , � _ � � GGV� ZS v �r1G � �,,-�� "/ � � P� i '�.`� .� �,S p� S` � / , - Q� N°.�,�� i ; ' / �'` . ��\ ° - ' //'/ � j . .l�„ � ,. ` ! , ,f � . ° . ��. • . / i � 1� . H� 4 �, ` , �1 ' �`� / ' - ; ` i : - �, .- `j'� �►� ,o�� uta�t ,, � � ". ����-`'`�� �if __ / �"` oted�gg�ng�a1�R1C-GPSEt�• �' � �''� - ���_:—:; �: _ _ _ / / 6�`Ep���E.E�E� �� �'�� , f � 1R - c;' � �/ i R�QU � ' ��� � "; � . - �� � �_ . ' �� i � \ ,� _ - , ` 7y \ ' � � ''� � � � �� �' ;,, �'� �,�tT , � ( �. � , � � �`� r� �+' ' �� � I.E �1�.L fiCSCRiPTiC`1: ���� i3, �_�loc� 5* F�r",?.S",i`S C?.�iG:���Y tJT}�+TE� 2.i:� P+D�i"iG'�� Ancka County, i•li�!i��Gtd E�CE�T if,e �out:^.�a5teriv 25 fe�t thereo�. Subiect to cirair,aae easer�ent over tne `iarthases�erlv 2� feet of the So�,ti3easteriy 50 feet of said Lot I3. , • � �� �nX , �w �.� �� 9'� ' � j � �- �-� f�� �� �- � ���, Y9 � ���' �� � �7,e� �E r � N�4 r �e,t, re r ���c ���� ����� - �2�, 87 _ - � , � o�-.,� - �a �. � � ���,�,���, � � �� � � � r/� � /� � � �/� ��� , 6� �-�, �,� ���dic�� �' %i �: � � �. � � �;] �PyiGr�,�o��- �F�i �� _� �� � ���- � � . / � � �� i � r �>�-/��r� �--_ 6 S r- Ii��i� � �% 0� 2� � . � CX� s T� ti� d� , T-, � ��' Q%� �-- ► � r i dI. _ %�. �_� ', �7�� a�� � � �B.r .26 = ��8 Ci � f�o = ��S avx d� = S�o llO ,r � _ �� ��Sa �f t.�.a•t' C�o�„ ! 8� X 2!0 = �6 B `� x l� _ /� 2d lr 14 = , j',2o ,�6 X 'i� � G�� 2$ X L j� �__/ +� � Z ! 8 .�"L 'r �?�.� ���L /$ X 2. G = �L6 $ � �C /G = I L $ zox z� =, sZa / 6 x � :. 6 y � x �� = 2L �� �� x x S �= B�= g�, � �' ..,�.%�� C"'�P_� � / CD X � 7 / � ��% l8 X / 3 " = o?�� �O�f� ,� , z ' : . ��� ��a� , � y,r .z y' - 5>� � -� �x � _ �-- �z9d � � o � _ �� � 9yyp � y g!� l4� o /� ' ,� ��lo �o� a �� 68f Jf' ���� ���'f�_ � � `��- � zz / ► �' //�Q.r ��Z = z �� '�/, G o ! - �8�-z x z � . � Z = y� .�G 3 . a� ,2 - /z .� z x .2�,.5 z = .�/� 9��, o � 3 � �O� g X .� � , 6 z = �3� 7�1, ,3 � Gl- GooX j.a� = t/.3 ,a�o la�l3�i,o� � i��', 3�4 � � � �� � i�Q, �� � f��. G9 � S�. �9 �.9c -�oa , o� `: 0 � � 9/, /3 .. -L'N�RGY CONSERVATION SUPPLLM�NT TO BUILDING PERMIT APPL7 C:1�`1'ION PLANNING AND INSPEC'PION DEPI�RTM�NT CITY OF FI2IDLF;Y, MINN�SOTA This �upplernent is provided to assist the applicant in computing EXTERIOR ENVELOPE AVFFtAGL "U" F1ICTOR II�i?Oi2MATI0N. This information is required so the BUILDING OFFICII�L can determine tliat submitted plans comply with the ENERGY CONSERVATION DESIGN C}?ITERIA of the STI�T� I3UILDING CODF (Section 6000). It is the APPLICRNT'S responsihility to accurately compute the data; reflect the proper DESIGPJ CRITERIA in t}ie plans; submit product sp�cifications, if needed to support the "R" and "U" factors used; and to assure construction is per approved plans. ,• JOB LOCATIUN: % % %G /¢�O�,i% Lt%j� j' OWNER/CONTRACTOR: �Cfj.s,•( � /� •____� r Z �S,y�s�c ADDRESS : �� � ,C�oX oto� �r� �"a , / %�• PHONE: y9�—��3 -� A. Determine the Total Exposed Wall Area as follows: 1. ToL-al wall window area 2. Total door area 3. Total sliding glass door area 4. Total fireplace wall area 5. Total wall framing area(average 10%) 6. Total net wall area above floor(average 90%) 7. Total rim joist area Subtotal: Z'otal exposed wall ar.ea above floor 8. Total foundation w:inciow area 9. Zb tal net foundation area above qrade Subtotal: Total exposed foundation area GRAND TOTAL EXPOSED WALL ARF.A SS� � O /6 � 3�-0 02 // � .�'�i� � �o az- 8"� 3 ��..� B. Multiply the GF2APID �'OTAL EXPOSED WALL AREA X.17 - C. Determine the Total Exposed Roof/Ceiling Area as follows: 10. Total skylight area 11. Total roof/ceiling framing area (10 0) 12. 7.bta1 net insulated roo£/ceiling area GR�1ND TOTAL EXPOSED ROOF/CEILING I:RF,A O /lc0 �yo y /sc 5/ D. Multiply the GRAND TOTAL F.}�POSLD RGOF/CEILING AREA X.OS � 3�9 0 � 9� Item I 65�� . I tem I I %'� � s 1 i� Jf E. Determine the "U" value of each segment (1-9) and multiply by the area as follows: 1. SS� x "U" _e ,s-S _- 3c� 3• G O 2. � o X„u„ , s� = 3 y. � o 3. /� �' _ X „U„ ..�'8 - 22- �/5� 4 . X �, U �� ^-- _ _.__—_ 5. 3Sa x"u" . 0 9i� _ �/- 9.Z 6. �2.//� � X ��u" . O 9y.� ,- 9•�. SG 7. ��_� ___ X �,U�� , c�T/ � - /�. P� 8. � x��u�� . ss- = 3. 3 9 • ���-- x ��U�� , a �s = �t/• ys— ADD 1-9 FOR TOTAL WALL SEGMENTS = ITEM III S98'.S�% F. Determine the "U" value of each segment (10-12) and multiply by the area as follows: 10. Q X "U" — - — 1l. _�6 O ._ X "U" . G3S - S• G 12. /�?_�,%�/ X ��U�� , 6,� � 3 /• / �(n O X�`� � r O 3/ '�/� 9 fe ADD 10-12 FOR TOTAL ROOF/CEILING SEGNENTS = ITEM IV /� . 66 G. If Item IIT is the same as, or less than Item I, you have met tY?e intent .of State Suilding Code 6006 (c) 2. H. I£ Item IV is the same as, or less than ILem II, you have met the intent of State Building Code 6006 (c) l. I. Add Item I �y�-i� + J. Add Item III S�jB'. �% + Item II Ttem IV 7 8'• aZ = 7d2 �- /y' � ` _ �yo.S3 K. If the sum of Items III and IV are less than Items I and Ii, you have met the inteni of the Code for total envelope system. The undersigned, as applicant for a building permit, hereby affirms the above information has been prepared and submitted by himself or under his direction, herel�y ackno�aledg.es tlie .info�nation te be .correct and accurate; and hereby presents the iiiformati.on with requi.red plans in support of the building pennit ap�licatian. DATE: S� 1 %� By: �������� _ 0 0 � — __ _ _ __ __ , � _.. _ . _ , ... -, . �".. :�- ... . ... . , _. �- � k.> . . . :. .., d.� . � `: . ..� .. . � :. ...., . .. ,����-� f � . . t . � _ - .. _ � - i �` � ���; � � . � w ., � , � �'� _ ^ . . � . . -'..;... r ..,..�, . _ :_.:�:,. . ... ..,.... -� -:....., ..�.-._..�.�:_... ,.... . .� -:- '_'" .-,; _ . �-'itr� E "� s_ �{ t . ., . . .« -. ,v� A yx >'k�4,_ Y . . . ... _ .: . . -y . . . �° .. . ..:,. . -. . . .. ._ '. ..!rs_.�_ .. . . . . . . .. . . _ . .. , . . . , q. ..,. . . .. . . -:. . . : .. . . . _. . .. � -� . - ; 4. . . - .� .. - .. . . .._f . _ ., . .. _ � . -'- � . . .: . - y � � :.,: .. . . . . _ " . .. , . � �� .. � . . .. � � . . . ... . " .� ^.E1. � �� M ., . . ,., . .. . . .,. . / � MEi� F�OR FI7,+E . �r � ;: � �`� . ' _ ..; 1 . .. . . ._ . . _. , _.. .:' .. :' a , _,- : . _ ., : ,,_ . � .., s r � �:°. MEMO DATE z January 30, 1978 . . . ; _ _ ��:�__ �_ __.,,-�.. , _, -.. .�,: �. ¢ ` r ` a..�s . . . . . . � . . . .. . . . �i�:A . _ NlEMf3 FR[7M; - Darrel Clarlt, Commutnity Develop�aent Adm. ..�. � W ; � � � � .; . .�. .� _� �� . . _ . 'aii.4 lrt�wa��� . d � . . . . . . . . . � . . � . . � ... - .�. � . . �: �. �.- . . . .�;, i Y{�^ j � REGARDING: 7776 Alden Way N.E. - Fermi�G Stipulation .-- :"�` `�� �� .. w y��"�`_. . , , t ; �.,..,-'."--w - . .: . . - x�.'`� : . . _ � _ � . _ - ,,.� r.�.:a - .,.,� .� ;�. �H,• E�: _ . .� ::: .�� ,g�„�r- �,-..�,.m.e?�,i�,.. , :.....r `° �. Xa , . . �" � � �� .. .+� z . . . ._ . . . . �. ., , r .. . . . - . � . .. . _ .-. . '_ . . . ., .;` ... . _:, .. �- .. . � . . . �� . .. . . .. _ . �:.._ .. �--�,:.r �.z :.+�, ... ._��' ..».+w+:.x . . . . �. - ..:.� _";",_.._.: . -.�rw-::. _ ..,.-.>,.-+�...-.`�:: Th:L•t buildiz�g perntit, before being is�ued, must be signed by �.. �.;itioth th+s contractor and �hs hoaneowner. Upon it }aeing signed, :" - both understand th,at�the City af Frid].ey will not at this ��" time o� anytime in t e future� be responsible for any�erosion : control measures or structures adjacent to th� river or creek. , . _ _ . � ; ., ,., # �L G. CLARK ,: . ,,. .. Communi.ty Developanent Adm. � � D�Clmh � _ _ , -- - �,, - . �. � � . . � . . � . . � . 3 � � � .. . . .. . , t a�� _ . � .. ' , . . . . . . . �. �.. ' .. 1 e � May 26, 1978 Dick Netz Route 1, Box 202 Loretto, r�1 55357 Dear Mr. Netz � SOIL LXPLORc7t101'1 �� 662 CROMWELL AVENUE ST. PAUL, MN. 55114 PHONE 612/645-6446 a sister corporation to TWIN CITY TESTING AND ENGINEERING LABORATORY INC. Subj: Site Visit Proposed Residence at 7776 Alden Way Fridley, Minnesota #120-3082 This letter summarizes the site visit I made to your proposed residenct at 7776 Alden Way on D9ay 25, 1978. I visited the site to observe the excavation operations in progress. The excavation for the building basement and foundation was near completion. Where the excavation is complete the depth is sufficient to insure that the footings are bearing on natural sands. I discussed the situation briefly with you and the building inspector and pointed out that all the footings must be constructed in the reddish-brown natural sands. The building inspector said he would again check the finished footing excavations to insure that the natural sands are exposed. In particular, he should inspect the southwest corner of the house where the excavation was not finished at the time of my site visit. If you have any further questions, please feel free to contact us. Very truly ours l[ J mes C Rudd eotechnical Engineer JCR/am OFFICERS: CHARLES W. BRITZIUS president ROBERT F. WITTMAN executive vice president NORMAN E HENNING vice president CLINTON R EUE secretary JOHN F. GISLASON treasurer OTHER OFFICES BISMARCK, ND FARGO. ND GRAND FORKS. ND MINOT, ND MANKATO,MN ROCHESTER.MN APPLETON,WI EAU CLAIRE. WI LA CROSSE. WI WAUSAU. WI RAPID CITY. SD SIOUX FALLS. SD WATERLOO. IA AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF THE CLIENT.