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AF - 37653FROM : HOMEWORX PARTNERS, INC. PHONE N0. : 6516369225 Jan. 11 2002 04:26PM P1 ., - 1 C�MEWC� ro: �� ,�1 �� .Phone � CC: r � �- I�-� �. l`�'`? REMARKS: ❑ Uigent ❑ For your r�view ��°P � � ,� t� � � . P LDate l� /�� Number of a es includin cover sheef FROM: Hvmeworx Partneis, Inc. �936 County Road B2 Suite 400 Roseville, MN 561 �3 Phone 651-636-3900 Tol! free 888-NOMWf�O�C Fax Phone 651-636-9225 ❑ RepIyASAP ❑ P/ease Comment � � �� , C�o � � � � ► FROM : HOMEWORX PARTNERS, INC. < � r• N C1 (D � � C� cD N W � N ri d v r* (D . � O QcnnC� (0�:00 ��3 F-'•� U] �'C1 r-�-r-ti t'1' CA H S�.N2 � � o�� r-� cn N ��H rt?rt� �r- m v- e� Niy�H cu �r.. ��- W I� ►-� G rtQa' 1�• N-(D h'SN� �bl�d cD ►� LS O � W I--' L3 c'r n W O cnW�(!� crt f� (D f-h O + � �'+? 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'�- • A� � rt 1-� c�r m m rt m rtrr �m N•ao N•m o N-Q.c-� w tnOR�� ij• rtrr ro� �c�ntr'o ��- F�-�Q.c�+S'N•�� r�rn (D NUSy"� a.a rr � cu w r-cu � �' �-n w cD t--� � a�, �Z N � � I� C/� i2 N•m cn cm �rr � rr rr r� �•n v �'o� sv om?��Da � �.o�fl.�m � r•H,m �s x rt �rt � I-'• W fD F�• (D iy o cn r� rt�s a � en N- N-N- ��• �� tn i� a o� � r- � C (D � F--� !n � Q F� ri- m rn rn a � � x � '�C r'h �7 F-, � cD n cu a rn K m a. fl. N r- m n o ►-n � G n �-i rn N• � cn �o �. n � O H � "l7 L�7 c� �3 H z H � � � � � � _ -��'�.�.s � sue�EtT � NO. City of Fridl�� 32397 AT TME TOP OF THE TW�NS g� J � L D I�I � P E R M I T r RECEIPT NO. � � � �� ` ��_ COMMUNITY DEVELpPMENT OIY. � y � � PROTECTIVE INSPECTION SEC. r � , � . ( � �"'1 � CITY MALL FFiIOLE� '��3P NUMBEN � REV OATE PAGE O� AVPNOVED 8Y �----� • •,' 612-571-3450 9/0-F15 1 / 17 /02 / / JOB ADDRESS 608 Cheryl St NE r 1 LEGAL �OT NO. 9LOCK TFACT OR NODITION SEE ATTACNED oesca. 29-31 X Riverview Heights Sh1EET 2 PROPERTY OWNEq MAIL ADpFiES$ Z�P PHONE Anna & Troy Peabody, 591 Belland Ave �i�4, Vadnais Hts, MN 55123 651-483-2740 3 CONTRACTOR " MAIL AOORESS ZIP PNONE LICENSE NO Troy Peabody (same as above) a ARCNITECT OR DES�GNER MAIL ADORESS ' ZiP PMONE UCENSE NO. 5 ENGINEER kIA1L ADDi;ESS 21P PMONE LICENSE NO 8 USE OF BUILDING Dwelling 7 CLASS OF WOFiK � N� O AOOITION O ALTERATIpN ❑ REPAIR O MOVE O REMOVE 8 DESCRIBE WOFiK Construct new home & garage (39'6" x 25' � House & a 20' x 25' Garage) No asement 9 CHANCiE OF USE FqOM TO STIPULATIONS See notations on building plan.s. Provide a hard surface driveway. Provide sod in the front and side yards. Provide Cit3� with verifyiLg survey before capping. See stipulation on VAR ��'01-15. Paid driveway curb cut of 22' _$341.00. See requirements on engineering report dated 12/17/O1 by JH Dahlmeier Engineering. SEWER & WATER LOCATIONS: SEE CITY ENGINEER�NG DEPARTMENT. P R T� ��'�� SEPA�d4TE E iUll �efore digging call fo� REQUIRED FOR: , �I� utiiity location� P�UMR�I�N� AN��t6�Y� 454-D002 �E�I�IRED �� LAiIV tYpLOFCONST. OCCUPANCYGROUP OCCUPANCVLOAD SEPARATE PERMITS ARE REQUIRED FOF ELECTRICAL. PLUM8ING, HEATIN(i, VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOIO IF WORK OR CpNSTRUCTIOM ppNING SG. FT CU FT AUTHORIZED IS NOT COMMENCEO V�(ITNIN 80 DAYS. OR IF CONSTRUCTION y OR WORK IS SUSPENDEO OR ABANDON�U FOR A PERI00 OF 12Q DAYS A7 ' ANV TIME AFTER WORK IS COMMENCED. ` NO DWLG. UNITS OFFSTFEET PARKING I HEREBV CERTIFY THAT I MAVE READ AND EXAMINEO TH�S APPLICA710N STA�LS GAiiAGES AND KNOW THE SAME TO BE TF1UE AND CORFiEC�. ALL PROVISIONS OF LAW$ VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE Of WQfiK WIGL Q� CpMPUED 1229336.00 @ WITH WHETMEii SPECIFIED MEREIN Oii NOT. TNE GRANTING OF A PERMIT � 'V61 . 17 DOES NOT PRESUME TO GIVE AUTMORITY TO VIOLATE OR CANCEI TNE pEqMIT FEE SAC CMARGE � 1� 200.00 PROVISIONS OF ANV OTNER STATE OF LOCAI LAW REGUTATING CON• STRUCTION OR TNE PERFORMANCE OF CONSTRUCTION �L.�LZZ.SS �122.34 Fire SC PLAN GNECKFEE TOTA EE Driveway crow 1• 0 �2�g4�.06 S�GN4TUpEO�CON'FACTOpOp4UTNOp�ZEDAGENT IOATE� EN OP ALI T HIS IS VOUR PERM17 ,� / a - /�/C-��- $�is 0 pE O� OWN Aiii O BUILOfA� 10� �� 8L iNS� flGlt s- O1/08/02 15:14 FA% 9529360555 15320 PQbI NUU-1db-L�bl lb � bl rKUl9 l, l I r Ur rrr 1 u�t r + � N� [ � CITY OF FRIDIEY ADDN [j . AL.TER () SINGE.E FAMILY ANO OURLEXES R-1 AND R-2 BUILOfNG PERMIT APPLICATION C�002 7JG7JOYJJ�J � . YJJ� Effective 1/12001 (763) 57Z3604 Bidg tnsp Constructian Address: , (� D� �� Legal Oesc�ption: �-o�s Z�P � 3 � 1 e�t %� � ; SR� Y��el�-r► ei. #, 65/ - y�3- �Jyb Owner Name 8 Address: 14r,�,�,� I r�.,�,%�C�a .6s�, -- Contractor, yrl� t,,L�o-�^Y MN UCEtvSE � Address: Tel. # �a 5 � ' __ Uv1NG AREA: GARAGE AREA: DECK AREA: aTHER: Attach to this application, a Certificate of Sutvey of th%�� 9�� •�rS^ lot, with the proposed constructior► drawn on it to scaie� �O/�, � f i� . DESCRIPTION OF IMPRO�tEMENT Length � G' �" Widih S� Height _ a 7' S4. Ft. ��17 S Lertgth �- � � W� d� �$ J H e i g h t�_ S q. Ft. J'��OO `e�� d�� _ HgUGround 5q. Ft d � t Constrc�ctionType: 5� nGt� �� l�o Estimated Cost: S " u Ft x� rs s� = g :��:�. ��.yl � Driveway Curb Cut Width Needed: I� F�• +�= �. - � � � Tel.s� (�5l- `t i'3'a�y� DATE: I$ b Z APPLIGANT: � M� �� Q`� 95a- qa�-Ds�s C1TY �SE ONLY - Pecmit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPIJLATlONS: Caii (763) 572-3604 far Permit Fees if mailing in application �� `1�, �O 1 � I, t ad.5� Fee Schedule on Reverse Side �� p�a35 $ /aa,�y .OD1 of Permit Valuation (1/14th%) � �� n� $ :�r 7 �.501$1,000 Valua#ion Ttil�l. � `�a r33 �' $ . f �p p ��f�per SAC Unit � �5.00 (State Lic�nsed Residential Contracto�s) � � Alt. "A" or Alt. "B" Above � pr-i �v�e Cu�� $ -.;;.�. $450_00 Conservation Plan eview � g Fee Determined by Engineering ? $ Agreemeni Necessary [� Not Necessary { j�? • .� i .� _ R1 .� �' , � � � . . s • - ^ �� TOTAL P.03 Jan 17 02 1D:38a John Dahlmeier 612-472-4761 p•Z J.H. Dahlrr�eier Enga'ineering dnc. January 15, 2002 Anna & Troy Peabody 591 Beliand Ave. #4 Vadnais Heights, MN 55127 Re: Proposed Residence 6�8 Cheryl Street Fridoeys �� ornmission No. 1337 Nlc, & AAr�. P�abody: The purpose of this letter is to provide a structural addendum to the J. H. Dahlmeier Engineer�ng Inc. construction documeni package dated 12/17/a1 for this proposed residence. STRUCTURAL ADDENDUIVI #�l 9. The following elevations are to be revised on the drawings: a_ Top of garage slab � 819,6 FT b. Crawl space floor = �19,5 �1° c. First floor = 824,� FT 2. Blocking befin►een the rim Joist and the first floor joist is to be installed at the east and west non-bear�ng walis. The blocking is to be 2 x 12's toe nailed to fhe si(1 and the joist with (4) 10d nails. The blocking is to be spaced at 48" on center. 3. In accordanca with Uniform Building Code Chapter 23 Section 2306.7, the crawl space is io ventilated by an approved mechanical means or by openings into the under-floor area. Such openings are to be installed through the concrete stem wall and rim joist above the grade elevation. A minimum of three openings are required for both the east and west walls (6 totaf). The openings are to be 8" high by 2Q° wide and installed between the f{oor blocking described in item 1 above. Two of the openings per wall are to in�talled as close as is prae#ical to e��h comer of the crawi spa�e. The third opening is to be installed equally spaced between the other two. Flashing and screening for the openings is to be done an accordance with the construction documents and the requireun�nts of the Code. 4. �he sGab to wall �ooks shown or► structvra9 detaeGs S5 8� S6 may be drilled into the wall at an angle and grouted 9n place aiter the eon�rete foundation wall is consiructed. lf drilled in, the hooks are to be three feet in total length with a 12° embedment into the wall. 2434 Commerce Boulevard • Monnd� MN 55964 •{952) 472-4746 • FAX (952) 472-4761 • E-Msi1.JFIDINC2@cs_com ZOOf�j �8d OZE4T 59309£BZ46 %V3 Z4�OT ZO/LT/TO Jan 17 02 10:38a Peabody Residence Jannary 15, 200Z John Dahlmeier 612-472-4761 p.3 5. An access hatch to the crawl space is to be instalied along the south wail near the utility room. The hatch is to be a minimum of 24" wide by 36" high. The opening is to be headered by a doubled rim joist bearing 6" on the sili plate at each end of the opening. The opening is to be pravided with manually installed door closure devices in accordance with Section 703 of the 1998 Minnesota Code adopted Flood Proofing Regulations developed by the Office of the Chief Engineers, U.S. Army, Washington D.C. (1972 edition), 6. The concrete foundation wall in detail S6 may be raised to a height of 8'-0" above the garage floor slab. Use the S3 connection for the attachment ofi the wall to the floor framing. GENERAL 7. The items listed above are considered part of the construction documents for this project and are covered by the below certification. If you have any questions, please contact me. Sincerely, _ J. H. DAHLMEIER ENGINEERING, INC. � Jo . Da meier, P.E. JHD: cto I hereby cert�fy that th�s ptan, speciflcation or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer und r the la of the State of Minnesota. Jo . ahlmeier Date: ,� / � Minnesota Registration No. 9212 £OOf�] iQBd OZ£5T 54409£BZ46 %V3 £S�OT ZO/LT/i0 Jan 17 02 10:39a Jchn Dahlmeier 612-472-4761 p.4 �aTES 1, MAXIMUM WALL LENGTH ALLOWED WITHpUT A CONTROL JOIN7 IS 50 FEET, 2, PRIOR TO BACKFILLING, FOUNDATIDN WALLS MUST BE LATERALLY SUPPORTED BY FLD�R CONSTRUCTYDN �T 80TH T�P � BnTTOM OR BV ADEQUATE TEMPORARY BRACING. 3� F[7UNDATI�N DRAIN TILE MUST CCIMPLY w/ UBC APPENDIX 1824�3 8� 1824.4 []R AN APPROVED E�UAL. 4� MEAN ANNUAL F'LODD LEVEL IS AT ELEVATION 822.6 FEET, T�P �F CQNCRETE FQUNDATION WALL MtJST BE A MINIMUM �F 12" AB�VE THIS ELEVATION. 24 GA C�NT. — FLASHING CCINTINU�US MEMBI2ANE 4" THICK Cl7NC� STEM WALL ELEV. = 823.6' SLL7PE ° GRADE Ai�IAY FR�M FDN. � " —� � � A STUCC� �R C�NT. � MEMBRANE T� 12" � BELO�/ GRADE � C4) #4 H�RI2. BARS . . CONTINUOUS t�(EMBRANE 10" THICK G.I,P, CCINCRETE WALL �4 �/EFtTICAL BAR ' � 48" �.Co ` � a 2" CLR— �4 x z°-0" DOWELS— @ 48�� D.C. COVE @ ALL MEMBRAI CDRNERS TYPICAL 8° DEEP x 20" WIDE STRIP fOdTING PROVIDE MINYMUM �I 42" FR�ST COVER TA FO�TING BOTT�M WOOD FRAME WALL B7 OTHERS 1/a"� x 8" A,�. w/ Cl) NUT 6� WASHER QR SIMPSL7N MAB15 ANCH�R L 72" O,C, FRAMING FLO�R ELEV. = 824.0' CRAVL � SPACE + � r—DRAIN � TI�E � �I�T�/ � .� COMPACTED= �YLL i0 � � ELEV, = 619,5' WALL SECTIDN AT H❑USE 4TE w/ EA� END RESIDENCE UNDER C�NSTRUCTI�N pC01i33�I°' J. H. Dahlmefer REVISED 608 CHEI?YL STREET �� Engfneering Inc. 01/16/02 �RIDLEY, MN CLO � ' 4 f ol�' AI�1NA 8: 1�R❑1° PEAB�DY �� Monn �MN 66984 �e��Fes 962-472 476I i2/17/Ol fi00f�j A[8d OZ£4T 45409EBZ46 %V3 E9�OT ZO/LT/TO Jan 17 02 10:39a John Dahlmeier � - i. MAXIMUM WALL LENGTH ALI.OWED WITHDUT A C�NTROL J�INT IS SO FEET, 2, PRII]R TO BACKFiLLING, FQUNDATI�N WALLS MUST BE LATERALLY SUPP�RTED HY FLpOR Cl7NSTRUGTION AT BDTH TOP & BOT'I�M �R �Y ADEQUATE TEMPORARY BRACINGe 3,FOUNDA7YON DRAIN TILE MUST CDMPLY w/ U8C APPENDIX 2824.3 8� 18�4.4 �R AN ApPROVE� EQUAL. 4. MEAN ANNUAL FL�OD LEVEL IS AT ELEVATI�N 822.6 FEET. TOP OF CL7NCRETE F�UNDATiON WAI.L MUST BE A MINIMUM �F i2" A8[]VE THIS ELEVATION, WOaD FRAME WALL �Y OTHER� SEE S4 FOR SILL P�►TE 8� FL�OR CONN€CTIONS 2 x 12 FLOL7R �Y QiHERS FLOOR ELEV. = 823.9' � �a � CRAI✓� . SPACE o �. � TILEN e ��G • Z � +-. S � C�MPACTE � FILL � S�E S4 FI MEMBRANE � a a . 612-472-476i 24 GA GONT. � FLASHIIVG S�'CEM WALL �NC. ELEV, = 824.0' i0" THICK C.I�P. CDNCRETE WALL SEE S4 F�I2 REINF�RCEMENT SEE S6 FOR .J�INT /�'DRAIN TYLE ' ��EHE��SFOR SLAB ��,�_ ELEV. = B19�5' �-SAND CUSHI[]N 2" CLR �4 x 2'-0" D�WELS @ 48" O�C. 8" DEEP x 20" WIDE STRIP FOOTING PROVIDE MINIMUM OF 42" FRDST COVER TO F�OTING H�TTOM p.5 WALL SECTIDN BETWEEN HOUSE & GARAGE RESIDENCE UNDER CDNSTRUCTION pi337 J. H. �ahlmeier R ISED 608 CHERYL STREET � CL Engineering Inc. 01/16/�2 FRIDLEY, MN S — 5 for ANlV,4 & if20Y f'��BODY `��HD �onna, �iv 6b964 �ev�Fea 8b8-47Z-4481 12/17/Ol 500f�j 1�8d OZ£4T 85509EBZ96 %V3 69�OT ZO/LT/TO Jan 17 02 10:39a John Dahlmeier N�TES l, MAXIMUM WALL LENGTH AILOWED WITHOUT A CONTR�I. JOINT IS 50 FEET. 2, PRIDR T� BACKFILLING, F�[lNDATI[]N WALLS M11ST BE LATERALLY SUPPORTED BY FL�OR G�NSTttUCI'ION AT BOl'H T�P & BDTTQM �R BY ADE�UATE TEMP�RARY BRACING. 3, F�UNDA7I�N DRAiN TILE MUST Ct]MPLY w/ UBC APPENDIX 1824�3 L 1824,4 OR AN APPR[1VED E�UAL� 4. MEAN ANNUAL FLO�D LEVEL IS AT ELEVATION 822.6 FEET, T�P �F CONCRETE FOUNDATION WALL _ MUST BE A MINIMUM OF 12" ABOVE THIS FDUNDATI�N WALL MAY BE RAISED TO HEIGHT OF � FT AB�VE THE SLAB LEVEL g ATTACHED TQ FLDOR FRAMING AS SHOWN []N SHEET S4, WOOD �RAME iriALL BY �THERS 24 GA CONT.� FLASHING ELEV, = 823.6' SLOPE GRADE AWAY FR�M FDN� d S'iUCCO []R CONT. h1EMBRANE TO 12" BEL�WW GRADE #4 x 4'-0" H�OKS- @ 48" �,C. TYP. ALL GARAGE �/ALLS SEE S4 F MEMBRANE e a . f 612-472-4761 p.s 3/� �� X 3/4'� SPACE w/ BACKER RL7D 8� SEALANT TYPICAL � ALL SLABS 17N GRADE CAULK JOINi C�NTINUDUSLY SLAB ON GRADE `I 8" MIN. THICK C,Y.P. C�NCRETE WALL SEE S4 FQR REINF�RCEMENT r--SEE DETAIL A80VE FOR J[]INT �DRAIN TILE 4" SLAH ON GRADE w/ '�4 2 12" f1�C� E. . ELEV, _ �19.5' a �—rsl ' • • • �,. ' ' ``�SAND CUSHION 2" CLI2 4"' CLR ��4 x 2'—�" DDWELS @ 48" C1.C. 8" DEEP x 20" WIDE MiNs STRiP FaaTiiv� PR�VIDE MINIMUM OF 42" FR�ST COVER TO FD�TING BOTTOM 1�/ALL SECTIDN _AT GARAGE RESIDENCE UNDER CONSTRUCTI�N �OS ��IERYL STREET FRIDLEY, M(� for ANNA � TR❑Y PEABODY � J. H. Dahlmeier REVISED Engineering Inc. 01/16/02 S 6 a�s4 co��e noo�B��a s�a-��z-�� 12/17/01 a,ro,�a, a�rr ��s4 Fau 862-�72-4761 90013j �Hd OZ£5T 85509£6Z5B %i�3 85�OT ZO/LT/TO J�� 17 02 1�:3�a Jahn Dahlmeie� 612-472-4761 p.l FAX T R.�N S M 1 TTA L JI�TD - jaHo Dahls�neier Engineering Inc. 2434 Commeree Boulevard ]Phone (952} - 472 - 4746 /� r TOo /'t Vl �4- e r SHE�T Mound, Minnesofia 55364 Fax (952) - 472 - 476I �.. oF. , �63-5��- 12b�i ��x �• R v�- -- � 36 � � S 5 S ��. �: �A�: �� 1 �� v Tr�: FROM•_ ��/�" u..�=�.r�w� PROj. #• � .�3 � s�B�cr: �� l�o� y l/��g . � � ' iL� —�y-.� ? , , ' -- � � 0 INCLUDING COVER SHEETII SHEETS Il TOOf�] &bd OZ£9T 45409£BZ46 %V� Z9�OT ZO/LT/TO O1/08/02 _ 15:15 FA% 9529360555 15320 PQM _ C�003 � �� GENERi°`L STRIlCTl1RP►�- N�TE'S NG �F A �UNDA�ON SYSTEM �ppE OF WO� plLl FDUNDAT�ON S n.{E, pES1GN��A, � W p FLOOD P1J��TM .�E CpDE SCOPE 1NCLV� IDENC� � p� PRO"P�E� � Lppp-PRO�FED IN p►� �� g�1�CTID STAN'DARD FO �s TO gE F AN U gYSTEM .� FOR A�CE �TM THESE ��UMENTS REt�U1RE Ep IN ACCO'RD p p�.� pRpCTICE• 1N pCCORDANCE �TH IN BE pROV1DED VISIONS W�LL , OOFIAIG PR� ,;,...: : ::: .._ - . .; - - FLOOD-PR . . : . . . - : .. :.. .. � THE ��E' �E B . . . ��r►G: W�►�� . .. ...: ;: 5• �� :� STRiJ��`L`LOP►� t �pE,1 OF ppENINGS� �S: �� 2 ALLY �R� CLOSU'RE CONTE ESS'EN� WA�-Ss �IL�NGS. 8` �1FIED AS 1N2 l V� p►Ll. SPACES �M�- B'E Cl�` 3 ��V�y INST E PART�O �E CCORDA{+�E �TM T AU� OPENINGS ��- � MP►Q �N �S TO BE USED p► DEN� NGENCY P�• OFFICIAL� ►S 70 BE OW1�ER'S �� E gUILD�NG CAR�� p+s FU�ISHE� 'BY � CE pgOVE �E R►F'�. -�E PIJ�► A'R ER IN A�SI'BLE PLA INSTp►LL-� BY THE �WN DESIGN �p►Tp` CAST 1N-P�`� � �� S�NGTH AT 28 DAYS FQR p�ER F�2500 PS� " �� {�tCRETE FDOTIN'GS '� S�NGTH p►T 28 DA►YS FOR CO CpMPRrcS� F' c= 3000 PSI r CE �NC� p615 - GRADE 60 ,. CA$T;N"�NFORC1NG STEEL - p'STM Fv - 60 KS I HEREBY CERTIFY 1HAY TM15 P�AN, SPECIFlCAT�ON, OR REPOR7 WAS PREPARED BY ME OR UNDER MY p�RECT �.fHAi l p!p p DULY UC�EN oFd,THE 511PERVISION � �GiNEER UNDER THE U1 PROFESSIaN� �'� A MIN►�►ES sTA� oF z 12 DA� 12/1 � 1 E� . .. N:. ahlr+eler _ — S6 SHEEiS` E �NDER CONSTRUCTI�N RESIDENC sT REET 6pg CHERYL f orDLANNAM$` TROY PEABODY .y - J. H• Dahlme Inc. En�ineering 9b2-�72-4746 gflnlevard Fax 952-'�72-4?61 2484 �Omme! b53S4 11Aound, �� g - � izii� � O1/�__ 15:1b FA% 9528360b55 15320 PH� �J004 �__—�. G EN�RAL. NOTES CONTli�IUED . .: . .. .LOADINGS. ., .. 40 PSF � SNOW LOAD =_.. . 40 PSF C�ETHO� 2t �POSURE B� FLOOR LOAD ' PER Ug WIND LOAD = .: _ g$URE=62.5PC SECOND BASED ON SECt10N 602.3-� : FLOOD=PROOFINC p�P E . . TIFIFT . .. .. HYDR�sTA'T1C LOA LpCI-� � q0 F HYDRODYNAM�G LO TED pTER 6 OF THE T 10 FTIS'ECOND ON 1 SQUARE' FOO • UPLIFT AS CALCU�000 LBS TRAVELINC p► CCORDANCE WITH CH . .. .. . .: : :::.:. : :. ..:. TED �N p` ...-.::..: :;::::< :. - IMPp►CT LOADS - CALCULA ::..:.... :.. ........:...... ;:::> : ::::::::. :.:::: °;;;:;;:.v :.:: :::::::.::..:: . OTHER LOADS ARE -�OMS.. ;:. ..: :.::..::::..::: .: .:.. :. . , ...:.... . . ::::.::.:. ; ::::::..:..:::. ::::::::::: .. ::. .. .: . . , _ FLO��-PROOFING RE . . < : :::: :..: ::::<.: ....... ... . . :.::::.:: :::::::::::::: :.. .::.:......... .. . : :::::::::: :::: :::::::::::.:::> :::_=:::::.;.., : _:....... . ::::::::::::::::.::.>:::..,,:._..... . � 2000 PSF ASSUMED SOIL BEARING .. ALLOWABLE SOIL PRESSURE ' � CODES .. DE - STAtE OF MIN�fESOTA � BUILDING CO �. , . .: ASED .ON THE : FINDI uNSU1TA6 E .. :. .: : : : . FILL PLAC��ENT REpLACE : �►LL . REMOVE p►N� FpOTINGS; INCLUDING L.EXTENT OF . EXCA TATION IS TO B pND .. FINA REPOR �N GRpDE GEOTECHNICAL : ALL : SLABS � . MATERIAL , BELOW : . - g5°/a . � . VERSIZ�NC� _AS .REQUIRE�� 11RE�TING 0 . . MATERIAL :: . EE�tED GRANULAR; �: BE PLACED . AN� T O .: B E E N C I N p S T M . D 6 9 8). : F1LL T� pLL . FILL pENSITY ( RD PR O C T E R �CEE D � N E F O O T. I N HE{G H T• STANDA COMPACTED IN L I F T S N O T T . 1 e1 ..... . irn er .:.:... . . . . Dah :.... N No. E H` Inc., . S. _ 2. n�ineerin� CE UNDER CONSTRUCTI�N C� 0�3 952-4?Z'4746 12 / 1% / 0 RESIDEN S T RE E T •� 24g4 Commeree Baulevard F�x .952-472-4761 608 CHERYL �cEO hqound. MN b6364 FRID�.-ANNAM& TR�Y PEAB�DY f or ,. O1/08/02 15:16 FA% 9529360555 15320 PqM . C�005 .. . _. ...... 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I _�, O1/08/02 15:19 FA% 9529360555 15320 PQM [�J007 6 .:.. .... . . ...... . _. . ..... w1r"ITF ' . . . : .: 1 ; MAXIWIUM WALL LENGTH AtL�WED WITHdUT A CLINTROL .JOINT .IS .50�.F �.:. ... .. : . 2 �.PRI�]R T� BACKFILLING: :.FCI RND D BY F O�R .: - MU$T HE .LAT�RALLY SUP . -- C�NSTRUCTION AT S�TH T�P �.BOT T[ 3 M� � R : .: . ,. ..... .. . . ... BY :. AT1Ei�UATE :� TEM{�ORARY .. BRACING� . .. . :. .. � ... . . � :. : 3: F�UNDATION :DRAIN ..TILE : � 24 4 �R AN w/ `. .... . . . . �. : . .. U�C .. APPEND3X .1824�3 8� .18 APPi�dVEl� �DUAL. :: .:. .. : °: ... . :..... ....... . AN ANNUAL FL�OD LEVEL . Ys FOUNbA IO �N ::. ..: : 4. ME 822.6 FEE7. TOP .OF : CUN�RETE �� WALL . MUST 8E A MINIMUM OF..12 : ABDV� THIS :.... .-. ELEVATIDN. . . . . LL .. FRAME a►A . -:.::...- :: ..:... .:::: W�[]D , . ;:::...,;;, :::.::..:::::: :::::.:::: :::::>:;.; S . . ; : : :: ; :::- .< .:::::.: :. :::. .:::. :<?:;.;;::;::; .> �::: :::�.� : :::._�:::; BY t1THER , .: .. __. _ _.- _. : : ::. :::::::: .:.:: ::...: ::::SEE;::-S4::::F'�R:: SILt��: �::::::_:;_- �::;:::�::;,.. ,_..:; .;. :_.:_:.:._�.:;.:_..:.. ::.:. - ::� ;>:;.. :;:: ;:;__ :::.: : ....::..--. . .�. 24 GA CONT. ; . PLATE 6� FLD�R � F�,ASHING CONNECTII7NS C, - 4�� TH CK CON STEM IWALL .. Z x 12.. FLDCtR FRAMING . . .. BY : l�TNERS . . � . . � ELEV: = 823:6� .. : FL013R ELEV. - 823.9' : . . ECTI... : 10".:..:THICK :C�I.P.. � C�ATING 7�] MEMB�ANE e. ': SEECS4TFORALL :. • REINFORCEMENT + ... . : SEE S6 FOR..JDINT . �WL . . . SPACE. � DRAIN TIL� . =o e SEE S6 FC3R SLAS - � DRAIN g� . HOOKS = 819.9' :. TILE -= ELEV. — . � . � �l I ��I �� Q . SAND CUSHION .. . . . _�� r��I .� �L�4 . ., , ��,-"L ` � ... . . .... . . : : : .....: ::... . � :... . , z ;2°.::::CLR ::; <.:: ... :..;:;::..: ., :: � ::>: .: .... . . : ..:..: ...::: : ..... ..: : . ,.,,, ;:;: . ::-::.-:::::.::, :.. . ..... �,.., . . .:....� ...........:::...:.::. : ..... ,::: . ;. ::::;. :::?:`: :;: `::: "'::`<:° ::�.;....,,` :: �-0 .. DOWELS .: : :.. : : .; :::::..:: ..: .: , . ' .::: ..:..:....::..:: .:. .: . ...:: ..: :. .::::: .:� _ : :: ,: : �►�TE� : , - .. C[�NlP 48„ ; • � F�LL.... ��C. @ : � � WIDE � SEE .S4 FOR .. 8'` .DEEP x �0". .. . � MEMBRANE STRIP FD�TING . � ° ° PRPVIDE MINIMUM �F : p - 42' FROST C�VER TO FLIOTING BOTTOM : . . : . .. .. �❑ .. . : .. . . . . . U:S� : & : GAR .WA L:L - SECTI�N BETWEEN � . ,; ...... . �,�oN: . ;�...H. :Dahlrrieier .:.. Engineering.Inc::. :S .� 5. RESYDEiVC�E .UNDER : CONST.RUCTI�N . �,�3 ; ' gsa��2��4fi .i2ii7%oi 608 CHERYL STREET °' 2494� Comraerce:: Bouleverd ..:' ,�.. MN . c►�c�o ar : Mouna. . MLY b5864 , Faz:982-472=4?61 .. FRIDLEY, . ` . :� f o,,. AN1�IA :.&.. TRt7Y.. PE.ABOD . ,.. � .... I Ol/08/02 15:19 FA% 9529360555 15320 PQbi �j008 , Nar i. MAXIMUM WALL LENGI'H ALLOWED WITHDUT A CONTROL JOINT IS 50 FEET, 2� MUSTR BE� ATERALLYNSU P[]RTED BY FL47DR CONSTRUCTION AT BOTH TOP a BOTTOM OR BY ADE�UATE TEMPDRARY BRACING, 3� UBC APPENDIXR 824 3I & 824 4 COR AN w/ APPRDVED EQUAL. 4. MEAN ANNUAL FLD�D LEVEL IS AT ELEVATIUN 622.6 FEET. TOP DF CONCRETE F�UNDATI�N WALL MUST BE A MINIMUM OF 12" ABDVE THIS I ELEV ATIDN, ._. _._.._....-----_........... _.........._ .._.__ ._. .....�.__.._..____... -_ " WClOD FRAME WALL BY OTHERS 24 GA CDNT.� FLASHING ELEV. = 823,6' SLOPE GRADE AWAY � �� FRtIM FDN. , �1�1 I 1=r1 STUCCO OR CDNT, MEMBRANE TO 12" � BEL�W GRADE . e �4 x 4`-0" HOOKS - e 48" O.C. TYP. ALL GARAGE WALLS SEE S4 F�R � s MEMSRANE 0 RESIDENCE UNDER CONSTRUCTION 608 CHERYI.. STREET FRIDLEY, MN � �flr ANNA & TROY PEABODY Q _. . Q : 3/ " X 3/4 �� SPACE w% BACKER ROD & SEALANT TYPICAL e ALL SLABS ON GRADE CAULK JUIPI'i CONTINUOUSLY SLAB ON GRADE _._.. _. __....: .;�.:..: . ._.: 6" . : MIN� THICK C.I.P. . COIdCRETE WALL SEE S4 F�R REINFORCEMENT �SEE DETAIL ABDVE F�R JOINT -DRAiN TILE • 4" SLAB ON GRADE �p/ �4 L 12" O�C. E� ELEV� = 819,9` -�1=� � �- ' • ' ' SAND CUSHI�N I_IJ�, ;.1 ! � 2�� CLR 4" .: C�-R . . .:. .#4:.X;:.��.� DDWELS '.: .. @ 48" D�C. �8" DEEP x 20" W� MIN, STRIP F�OTING PROVIDE MINIMUM �F 42" FROST COVER �TO F�OTING BOiT�M �J. H. Dahlmeier Engineering Tnc. S - 6 2434 Commerce Houlevard 952-472-4746 �2/17/Qj Mound, MN b6S6�! Fsx 952-�!?2-4761 � w..�,.. ` � \ � \ 1 � � � Mrs. Anna Peabody 591 Belland Avenue Mail Box #4 Vadnais Heights, MN 55127 Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 551 1 4-1 776 (651) 645-3601, Fax: (651) 659-7348 DATE: January 23, 2002 PROJECT NO: 032011 PROJECT: RESIDENCE 608 CHERYL AVENUE FRIDLEY, MINNESOTA SOIL OBSERVATION AND TESTING INTRODUCTION This report concems our recent observations and testing of soil conditions for the residence currently under construction at 608 Cheryl Avenue in Fridley, Minnesota. You authorized our work in the field on January 17, 2002. Our authorized scope of services was limited to the following: 1. Observe the soils exposed within the mass excavation for the planned structure. 2. Put down shallow hand auger borings to explore the local subsurface �oil conditions. 3. 4. Provide judgments regarding suitability of the observed soils for support of the anticipated structural loading. Perform intermittent field compaction testing of engineered fill soils. CONCL!!SlORlS Based on our limited observations and hand auger borings, the soils exposed within the observed excavation were judged to be sand (SP) or sand with silt (SP-SM). The exposed soils were judged capable of supporting the anticipated fill and foundation loads for the planned construction. PROJECT INFORMATION We understand the construction in progress will consist of a single-family residential structure of poured concrete foundation and wood frame type construction. Overall plan dimensions for the structure are approximately 39'6" x 25'. The structure will have a crawl space and garage floor at approximately 819'. The first floor elevation will be at approximately elevation 824'. We understand the structure was designed to exert an allowable soil bearing pressure of 2000 psf and will be supported on perimeter strip foofiings placed at normal frost protection depfih. Informatian arid stazemer�ts in this report are derlved from materiel, iMormaUon and/or spec{ficffiiorta fumished by the c�ient and exclude any expressed or implied werran6es es ro the fitness of the material tasted or analyzed lor arry particular purpose or use. This report Is the confldentlal property of our cllsnt arM may rrot be us� for advertising purposes. This report shall rtot ba reproduced except in 1WI, wkhout wrllten approval of this laboratory. The r�ordfig oi false, fictltlous or traudulent stetements or enMes on this document may be punished as a telary under Faderal Stadnes including Federal Lew 7ttle 18. Chapter 47 � PROJECT NO: 032011 DATE: January 23, 2002 PAGE: 2 After our initial observation and recommendations, the logs of finro soil borings performed by Braun Intertec (Braun #BPDX-95-012A) in February of 1995 were provided to us. The soil boring logs indicated a generalized soil profile of sandy silt or organic silt underlain by coarse alluvium and fine alluvium to the depths explored. Please refer to the referenced soil boring logs for specific details. OBSERVATION METHODS AND RESULTS Our observations of the mass excavation were perFormed on January 17 and 18, 2002, on an intermittent basis. �esides observing the exposed soils, we placed several shallow hand auger borings to explore the localized subsurface conditions to aid our judgments. The soils exposed and retrieved by our hand auger borings were classified in accordance with ASTM:D2488 and estimates were made of their strength properties. At the time of our initial observations, it appeared the mass excavation for the house extended approximately 3' into the existing soils. In our opinion, the soils exposed in the excavation bottom consisted of natural sandy silt or organic silt that we judged to be in a soft condition. The bottom of the excavation was at approximately 813.5'. Our shallow hand auger borings indicated the soft soil extended to approximately elevation 811.5' and was underlain by medium dense sand coarse alluvium. Therefore, we recommended that the mass excavation be extended approximately 1.5' to 2' more to expose the sand coarse alluvium at approximately elevation 811'. On our January 18, 2002, visit we observed that the soft silty soils had been removed, exposing the under�ying sand coarse alluvium. The bottom of the excavation was generally level at approximately elevation 811'. We judged the exposed sand to be in a medium dense condition. Based on elevation and location information provided in the field by the excavating contractor, it appeared that the excavation was provided with the recommended 1:1 lateral oversize for the structure where necessary. This oversizing is required for support of the lateral loads exerted by the footings throughout the fill sequence. After the exposed soils were judged suitable, engineered fill was placed to attain footing grade. Therefore, based on our observations, hand auger borings, and compaction tests, it is our opinion the soils observed are suitable to support the anticipated fill and foundation loads up to 2000 psf. InlormaUon arM statemerrts In th� report ere derlv� from materlal, Nformatlai arW/or sp�iflcretfona fumished by the dient az�d excWde arry expressed or implied wartandes as to the fitness of the material te�l or enelyzed tor arry particular purpose or use. Thls report fa the confldentlal property af aur clfent arM may not be used for advertising purposes. ThIs report shall not be reproduced except in full, witFmut wrltten approval oT this laboretory. The recording of falae, flcUtlous or fraudWerit statertcerits or enMes on tlils document may be punlshed as a telorry urttier F�erel StsURes Includtng Federal Law Tlde 1 B, C�apter 47 PROJECT NO: 032011 COMPACTION TESTING DATE: January 23, 2002 PAGE: 3 Three (3) soil compaction tests were obtained on January 18, 2002, on an intermittent basis. The compaction tests were evaluated according to the Moisture-Density Relation of Soils as designated by ASTM:D698-91 (Standard Proctor). The test results attached indicate the recommended minimum compaction level of 95% of Standard Proctor was attained or exceeded at the test locations and elevations. REMARKS It must be recognized that we do not practice in the field of surveying. Therefore, we must rely on elevation and location information provided by others. Also, if the construction is redesigned or otherwise moved subsequent to our work, we should be informed so our firm can assess if additional engineering observation is required or suggest engineering altematives. If you have any questions or if we can be of further service, please do not hesitate to call us at 651-659-7385. Sincerely, STORK TWIN CI TESTING CORPORATION oward Peterson Senior Engineering Assistant F:\BMC12002CME�032011 �EO.doc 4/ 'f� � G�� ..�-°' Leonard A. Rasmussen, P.E. Senior Geotechnical Engineer Attachments:1-Density Tests of Compacted Fill #1-#3 (1 page) 1-Standard Proctor Test #1 (1 page) Informatlon emf statemenffi In thfe report ere derived from materlal, InfomiaUon and/or specfflcatlone fumished by the dient and wcclude arty expressed or Impli� wartantles as to the fltness oi the materlal teated or enelyzed for arry particular purpose or use. ThIs report Ie the conflderitlal property of our client end may not lte uaed tor adverdaing purposes. Thls repoA ahell rrot be reproduced except In full, wfthout wrltten approval ot thls Iaboretory. Tha recordfng ot false, flctlUous or fraudulerrt statements or endies on this dacumeM may be punished as e felorry under Federel StaMes Including Federal Law TiUe 18, Chapter 47 � STO I� I�° TO: Anna and Troy Peabody 591 Bellard Ave Mail Box #4 Vadnais Heights, MN 55127 DATE: Twin City Testing Corporation 662 Cromwell Avenue, St Paul, MN 551141776 (651)645-3601,Fax(651)659-7348 January 21, 2002 PROJECT NO: 032011 PROJECT: RESIDENCE COPY TO: 1-Fridley Building Inspector, Ron 608 CHERYL STREET FRIDLEY, MINNESOTA DENSITY TESTS OF COMPACTED FILL TEST NUMBER: 1 2 3 DAT@ TAKEN: UNIFIED SOIL CLASSIFICATION: (Moisture-Density Sample Number) LOCATION: ELEVATION OF TEST: DEPTH BELOW EXISTING GRADE: FIELD DENSITY DETERMINATION: 1-18-02 Sand, fine to medium grained, brown (SP)-1 NW corner of garage 813' 4" 1-18-02 Sand, fine to medium grained, brown (SP)-1 SE corner of house 812'/z' 4" 1-18-02 Sand, fine to medium grained, brown (SP)-1 Middle of house 815' 4° Method Nuclear Density Direct Transmission, ASTM:D2922-91 (-#4 Basis) Dry Density (pcfl 109.5 109 110.5 Moisture Content (%) 4.1 3.6 3.8 Plus #4 Material (%) — — — LABORATORY COMPACTION CHARACTERISTICS OF SOIL: Method ASTM:D698-91, Precedure "A°, (-#4 Basis) Maximum Dry Density (pcfl 110.7 110.7 Optimum Moisture (%) 13.4 13.4 COMPACTION TEST RESULTS: Compaction (%) 99 Specified Compaction (%) 95 110.7 13.4 98.5 100 95 95 REMARKS: Density tests are valid at the locafion and elevation of the test only. No representation is made as to the adequ cy of fill and co action at locations and elevations other than those tested. test locations and num r of tests wer s ec d by Twin City Testing. , TAKEN BY: G G" '�� REVIEWE� SY: Howard Peterson Leonard A. Rasmussen, P.E. Project Manager Senior Staff Engineer G:12002CM E\032011 �D 1-3.doc Infortnedon end atatemer�ts in thla report are derived from material, hiforme8on and/or spacificatlmis fumtshed by the ciieM end exdude any expressed or impii� wartanUes as to the fitness of fhe material tested or enalyzed for any partieular purpose or use. This report ia fhe confldendal Property ot our clieM and may not be us� fw advertising purposes. This report shep rmt be reproduced exeept in full, without wrilten approval of thls leboretory. 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Z v ° � m �6"- 1 � � � � � � �� N f�n C c C C N N W� �(D O/ Ol 01 .-► O Q, � -$ � v� m c�o c� ��. O � p� o� � � � � � � � � � � � �?. c � = � d � � � W N � C r N, �� (/1 C � � �G � � 7 � Z m co � � m -o � m • � m N � � d � � � �. � � m * A c�i � � � m � c m o. .� � � v Z „ �I I I I � r C � W Z � T --I C � m D m � � � � � b�A �� Efl � Efl Efl Efl {fl Efl Efl EA � C71 O S� O �I p _ �! �I V .<1 . !.J� :A �+! - - - - � _ --- O O O O O p O O O O O O O O O O O O p O O O O O O O -o m � � � z Q c� � 0 O � � � � � � � m � � -� ti � . � � W � n � � � c � � a y � � � � � � � . . � � � � � � � N lO � � � Ci N -� � fD � c m � Q Q- m �D � N. rn � �� Q. � � O � a � o .� n� � � � o � � N 3 � v �- � � . c� o � ' 0 0 Q� . � � � -a �� rt "„ 3 � � � m ? c� � `� o � � o �- Q- �- � � � � � D r � O W D v v � m � � � \ ° � � � � � � D � � COMMON VENT. VENT CONNECTOR AND COMBUSTION AIR VERIFICATION When replacina an existing furance, the undersigned hereby verifies that the venting has been examined and is free from rust, deterioration, obstructions, and is securely supported and firestopped where required. Yes () No () The venting system is plastiGPVC and meets all current codes and manufacturer specifications including sizing, length, number of elbows and termination. Yes () No () The undersigned also verifies that the replacement unit is a listed assembly and meets the current codes and manufacturer's spec�cations. This does include AGA-GAMA Category I Central Fumace Venting Tables for fan assisted and natural draft appliances. The existina combustion air is sized and installed to meet the current codes and manufacturer's specifications. When required to i�stai0 a��wr caenbust€�s� aic. it vvill be size� an� ir�stalled to meet the current codes and manufacturer's specifications. Yes( ) No( ) Yes ( ) No ( ) Yes ( ) No ( ) When installina a new ventina system, the undersigned hereby verifies that it is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Fumace Venting Tables for fan assisted and natural draft appliances. Yes () No () Is the common vent and vent connectors sized and installed correctly after an appliance has been removed from the common vent and vented separately as per current �odes. Yes () No () A�pliance T�pe and SizelCommon Vent and Vent Connector Information Appliance #1 Type BTU Input Fan Assisted or Nat Appliance #2 Type BTU Input Fan Assisted or Nat Appliance #3 Type BTU Input Fan Assisted or Nat Total Appliances Total Btu Input Common Vent Type Vent Height Diameter inches Appliance #1 Vent Connectar Height ft Length ft Diameter in Type Appliance #2 Vent Connector Height ft Length ft Diameter ir Type Appliance #3 Vent Connector Height ft Length ft Diameter in Type ALTERATIONS: (Describe) HEATING CO: Signed By: Date : �* D rt � � � o v � 3 0' �,' � N � 0� N �� O � � o .« a� 0 �•�a �• oi 00 � c� 'v °' � �. v° u, �N � a o fD � d �1 a i r+ � 0 C rr � m z � -D m n -� O Z � m m 4�9 �P v 0 0 � _ � 3 c -�'n' z �'�3 C m�3 oorn Z � aa� rn�z N n '< CZs � p 2"'�� aoz mz� �O �v o � r 3� =i � < �m �� N � tn � o� Z �� : .___._ � ;, � D �D D zn � n � o O N � � � �- 0o m W � c ,� Z T' � � m �� <r .� 1�7 -T, v � Z � Q OZ Z < � O c oq � � � � � Cn 2 � � a z G�. � O . � � � � � � m � < ?� r � � � {.I 1 � Q ...� O � � z N n �� -.� � � r N � 0 D r � m m � d rn � c � s d Op m � o a iv 3 '-' _ cn� �o � �n o s o c ~' �D � < °� °► � n�C �� cCD p, O � �� Dy. a v : d �° Q° 'a w' D .. �,• � � � �D d m o .� � o O �y o x � "- -�'i 0 Z � D C� v D � � N 0 0 � O � � ;� D N m N � � .c.Nn o °o a° G) G) D -n � N N � C 1/� �n v� o . � e: w -� ^ � c�i � � �°• cn m �D = m a p m w N°-� �� < � m � � � � � � a . > > o, � � .,. o. 0 ro a _ � p — C d � � ,� c �, � � rn � � � o � f � � �� ._'�.�`� W � c � � � � rn � � � � � � W 0 0 0 0 0 0 � O O O p tf1 t!� �1 ffl t� t�i tfl E�1 � �, � �°' � 0 � Q �° _ . _... _,� . _ � � _ r-- �� . � � � � N � , '� c�� - � � � c� ' ��c�� a � � ° a � , n� .+ n► N � o � � .�. � � � � � � � c. �' a °� °: .+ c�o f.+D �. ..0__ � a °° Q v ' '•�o� � rt C• � � �- cn' n� � � o N � � p> � � > >' a �,a�� • n; �- r+ �. � D � � � h o- o m', d.�� m a � -� � � A � O c � fl- n� � -i °1 -p ro � , ' j N � (D D- '"� � �c� nsi � •,: o .-+ ? -.. �� , � o � — � .+ '�; :-* � m �- m C� fD �; m � o N O � d a �" cD � Q � N � � � � � C � � m � -� � o. � Z m m _ � � N c� Z O m' 0 � 'T1. W -1 Z �,�� o - Q' o m � d � 3 � -�<° � 00 C ? � 2 o � C� h 1 D) � � � a O > > � � m .-�+ ^ � o- cn m r rv . n, d m z � a p :L] �.. 2 �o n�� ° r 3 � � N w o � c � � o m D z m � � C � o -� ,� �D m �7 � "-� Z O � D� � m, v� �'1 � m' B � t v-nrnc� waw�� N� � O �-•-n � Z m � o �+ v � � ,�: r' �� m "� ,. N� z Z � ' .. c^ m � -.. O Z 0 � a � � z '� r �� z m .,, �O �� O� Z O � Z � v .� a� � �� o N, ;,za = v_ z, : , ;. �.�o -o= � Zm a°o z -Di a �Z N � � c� m� 3r� N z D Z -n vm vZ � � nD N O Z � �.. � < m O !,�:. ` v � c n� � r N O O � COMIbAON 'VENT VENT CONIdECTOR AND COMBUSTION AIR VERIFICATION When repiacing am existing furance, the undersigned hereby verifies that the venting has been �xamined and is free from rust, deterioration, obstructions, and is securely supported and firestopped where required. Yes () No () The venting system is plastic/PVC and meets all cuITent codes and manufacturer specifications inclu�ding sizing, length, number of elbows and termination. Yes () No () The undersigned also verifies that the replacement unit is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA+ Category I Central Fumace Venting Tables for fan assisted and natural draft appliances. The existing comuustion air is sized and installed to meet the current codes and manufacturer's specifications. V1m�n e��ir_ed xo imstall a new corv�bustion air, it will be sized and installed to meet the current codes and manufacturers specifications. Yes ( ) No ( ) Yes ( ) No ( ) Yes ( ) No ( ) When installing a new ventina svstem, the undersigned hereby verifies that it is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Fumace Venting Tables for fan assisted and natural draft appliances. Yes () No () Is the common vemt and vent connectors sized and installed correctly after an appliance has been removed from the common vent and vented separately as per current codes. Yes () No () Appliance Tvpe and Size/Common Vent and Vent Connecto�r Information Appliance #1 Type BTU Input ' Fan Assisted'or Nat _ Appliance #2 Type BTU Input _ Fan Assisted or Nat _ Appliance #3 Type BTU Input Fan Assisted'or Nat Total Appliancc�s. Total Btu Input Common Vent Type Vent Height Diameter inches A liance #1 Vent Coranector Hei ht ft Length ft Diameter in Type Pp — - Appliance�L �Tent Connector FTeight �t length ft Diameter in 1`ype Appliance #3 Vent Connector Height ft Length ft Diameter in Type ALTERATIOtJS• (�escribe) HEATING CO: Signed By: Date : � . . IAL.LIANT MGCMANICAL HFJ�T LOSS CALGULATION � BU1LOEfi: TROY AND ANNA PEA80DY _�i.� - J09 SITB: e0e CML�RY� STRE�L�I". FRIDL[Y v Mu�ri �� so�� ROOM: FIRST LEVEL WINOOW - IN�1L TION AND Ell __ __ N0. ��YVDTH HGT LNL FT nkCa _.. .. ., 1.0 �.� ��1 1�,2 1Q�9 Z.0 1.� 3.3 20.0 11.2 0.0 ► O.G � �' o,o a.o � 0.0 �0.0 . HTG NTG CL� C�G . o,o o,o COEF BTUH COEF BTUH . ►NFI1.7�► �Olv-GIAS ��.Z �,.o Y � e2.o e.o � Ao,Z AI�A •,G A5S _ � 22,1 50.0 1105.5 � 38.0 tl40.2 000as - z.c �.0 7.0 40:0 �.o _ . . _ . . . . _ . .... o.o o.o ' lNrILTRA lON•D00 S � 42.0 4i.0 �� 1'8i4.0 0..'� Z73,Q •� .. ARE�► - D OAS as.o 3s.o ta�o,o e,o ��52,p r•ir�Sr l• -� wn�� w0o0 n,G G�G.o ..�.... NE'TFIR6 LEvEL W LL -A.G. � , 55�.e 4.s 2ana,5 ��,� � G07.1 CCtLING ~ 0.0 2.1 0.0 t.0 0.0 FLOOR 0 Eli UNCO D SPACC 528.0 2.A 15�1,Z p.p � p,p � BASEMG W/1LL- 00 W. Q, .. .. �.- 0.0 A.5 Q.0 1.1 0.0 .�... BASEME WA�L-w OD �.0. A. .._. 0.0 a,5 0.0 1.t � p,p Bns�nE wnc�.o ocK �.o, q G; o,o �4:s -`- o.o o.o o.o AASEME WALL-B aCK 0.0 3.6 0.0 0,0 �0,0 _..�._ ... . � 9ASEM ' i FLOOR 0.0 2.1 0.0 � Q.0 O.0 DASEME PERIM � ON �� 0.0 t9.0 0,0 0,0 vCNT1I,n'�ON . ... � �. . .°° . . . �� LC. AO 900.0 _... ... .--- E 0.0 Kif�CHEN LGWE�N . . _ - � � t ne.o u�TCnIT oo�.�NG ... ��s2.5 HEAT LO S 6 OAIN NW�N �Ev� �_„ . � � �5� .0 � i i Roo�: �cvE�s a, � AND � •v� WINDOW -1NFIL TION AND CA �.. NO. WDThI I�IGT I.NI. 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BLOCK TRACT OR ADOITION SEE ATTACNED oescA. 29-31 X Riverview Hei hts SNEET 2 PiiOPERTY OWNER MAIL ADDFESS ZIP PMONE Anna & Troy Peabod;� 608 Cher 1 Street NE 763-783-1182 3 CONTFACTOR MAIL ADDRESS Z�P PHONE LICENSE NO Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PMONE LICENSE NO. S ENGINEER MAIL ADDRESS ZIP PHONE IICENSE NO 8 USE OF BUILOING Residential 7 CLASS OF WORK O NEW Q ADDITION � ALTERATION ❑ REPAIR � MOVE � REMOVE 1� B DESCRIBE WORK Construct a 12' x 20' Deck• aa 8' x 8' �anding; 5.5' �c 5.5' Corner unit 8 CHAN(3E OF USE FROM TO STIPULATIONS See notations on plan. ` �'�� efoP� cligg�ng call fo� �II utilrty location� 454•0002 �� SEPARATE PERMITS ARE REOUIqED FOR ELECTNICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCV LOAO VENTILATING OR Alq CONOITIONING TNIS PERMIT BECOMES NUIL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT CU FT AUTHOR12ED IS NOT COMMENCEO WITHIN 80 DAYS, OR IF CONSTRUCTION OR WOiiK IS SUSPENDED OR ABANDONEO FOii A PERIO� OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO DWLG. UNITS OFFSTREET PARKING I MEREBY CERTIFY THAT I MAVE REA� AND EXAMINEO THIS APPlICA710N 1 STAILS GARAGES AND KNOW TM� SAME TO 8E TRUE ANO CORRECT. ALL PROVISIONS OF LAWS yALUATION SURTAX AND ORDINANCES GOVERNING THIS TVPE OP WOfiK W�LL BE COMPLIED WITH WHETHER SPECIFIED MEFEIN Ofi NOT. TNE GRANTING OF A PERMIT �2��95 �1.'3g DOES NOT PRESUME TO GIVE AUTHORITV TO VIOLATE OR CANCEI TME pEqMIT FEE SAC CMARGE PROVISIONS OF ANY OTMER STATE OR LOCAI LAW REGULATING CON• $97�25 Fire SC �2.79 STRUCTION OR TME PERFORMANCE OF CONSTRUCTION PLAN CMECKFEE TOTALFEE $101.43 � S�GN4TUpE OF C� CRACT Op oUTMOA4E0 OGENT iD�iEi W EN PROPER�Y VALIDATED TMIS IS V Up PERMIT V � �{JL �l �GNaTUQEO� WNEQ��FpWNEpBURDEF7i iDAiE� BL G �NSP �i�TE S / MRY-01-'2�3 ia = 55 FRbM C 11'Y C1� �� I DL�Y �'0 s52826750� P. ez� ,. CI'1Y O� �7'tIDLEY Eiie�'ve 1N/2003 qppN � 8431 University Ave N�� rtdley� MN 554�2 � (rs�j 672�3604 Bldg Insp �u.TER C� s11NaLE �AMIbY AND DNP�a R►1 AND R-2 (l63) �T1•1Z��T �a�c BUILD(Nc� P�NIIT APPLICAYION Construotlon Address: _ �eg�l, D�scrrp�ion: ,..� Owner Name & Address: •---- ,- s�' CQ-� To�. � 7 (03-- 7�3 - CohtractOC ` v MTV LICEN6E � � � �b 3 - yb�/-- � �1l p Addr�s• Tei. �M Attach to tt�l� appllcatlon* a Cettificate of Survey ol'ths lot, with the proposed construc�ion dravm an It to scele. DESCitli'TJON OF 1MPii0VlM�NT LIVINO AitEA: Let�qfh Wldth Hel�ltt�� Sq. ('t. . oa�►o� ate�a: �cngtn vV�d�n � Mal�ht `.�., sq. F� bECK AIt�A: Langth 2 D' Wldtb I 2. � H�t/Grow�d �� Sq. �'E. �� X •4 Z � � . � S' x g ° (,� � � � q �OGa�►o1 � d� �THER: " o V , Con�Yruction Type: - I r�� Estlmated Cos� � �%�S,— � DtiveWay Cutb Cut Wldth Naeded: �t. * 6 Ft a�t x� ' a unr�: � 1- C�3 APPLICANT: ��° � T•r. �' 76 3-� � 3-1► �� I�c�ftion. Fau to 76i-6T1�IZa7 if uain erod16 raN �nd we +WIII � Catl (76s) 6TZ�36o4 for �P�mfk Faes If r�allin� in app " � �1� you for card n�tnt�er. CI`tY U9E ONLY - Permit �ee Fire Suroharge �7.� State Surc�iarpe SAC Charge� License Surcharge Curb Cu� �scrow �rosion Control park Fee S�wwer Main Cher9e TOTAI. $ . 2.5� $ 7 �, `� $, �.�� _ �''r,_,.� $ , � $ $ $ S $ � �• 3 z°d E@6°ON Fee Sch�dule on Rev�rae 5ide .001 a� Permit Valu�tiah (1/1 oth�� $.501$1,000 Valuatlon $1275 per 5AC Uri�t $5.00 (S#aie Ltcehsad Residential Cot�tractars) Aik "A" vr Alt "8" Above �450.00 Conservetlon Plan Reviewr Fee Detetmined by Englnaering �reement Necessary C] Not Nace�ary [ j ,- .,. � SI�O�d3NNIW d1S0�d 701'AL P. m2 WdBb : £ E00Z ' I ' 1,dW ' ' 4/30/2003 Vesig� �#`; 4�bZ4 _ ; �� Take this sheet ��he Building Materials desk to purchase your materi�is.' '! You have seleeted � 12' x 20' deckl3 of�F the g�ound. ��o� ��:eo�ion of t e rei ing:ty e� Pressu�e Treated Framing Material opfion: you have:eleo�ed �or your deo Norizon�al Deeking S/4" x 6°' Pressu�e Treated Deck Boards 36" Spindle Railing 2"x2"x42" Pressure Treated Spindles, Beveled 1 End 4"x4"x48" Pressure Treated ChaMfe�ed �ailing Posts 2"x��`' Pressure Treated Hand R�il Concrete and a Post F'ootings Premium Qold Philiips Drive Se�ews B�Iv�ni�ed Framing Fasteners 2" x 8u Joists �'�-�'� r�' � 2" x 10" Beams 40 PSF Deck live load � D ' ` � I,�QAm • � 'd?am Sc�.�'QdY�' �r �` ',.� ,, ��' • � 6 � �ln �cn�n. �tck ��^� ,� �..�w•.l�tm � - �2� � � � � �,,,e� c� « y 4�► u� Q" —�0" wi� �y $ ►� s�,�rtiv+n � . E°d �06'ON . :1`� �° a� Zp s�� - �� t,�,ro 1� z, �� (�v �s � W;�,. i�1�t5 �� b� � �� ,�� 4� ��k�' � � ' . r+ y o d a •� $ s s i. e d a di �1'i"�~'� �C°�"w� �`—�.� „ SI'lOdd3NNIW d1S0�1� Wd6b:E � a'' d� E00z ' S ' �ldW � , i, i � , , �_ - .-, - _�_- . -�. + • .I -. � ► . . � .. � . 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I s � � �, � ,s• � f°i •: �ac� ' 8/�91 Q14 6 CO �' . aie.�� "�" ' � �5 74ro3'29" W 84.99 ( 01e'�a p�,� ' �. 4jB8I �l� � I p�,"�► I �� 4i�' f � � �� ero a�4� � � I ,e. a. � L�OT 3 I M��cfN� +�e� �' �a7� s (* a�s,r� • I. �11Eo LOT 9 � � ADDRESS PIN LEGAL DESC PERMIT TYPE PROPERTY TYPE CONSTRUCTION TYPE CITY OF FRIDLEY 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 572-36U4 FAX: : 608 CHERYL ST NE : T000066 : RIVERVIEW HEIGHTS : LOT 29 BLOCK X : ELECTRICAL : RESIDENTIAL : ADDITION/ALTERATION 571-1287 PERMIT NO.: 2004-01783 �a� � DATE ISSUED: 10/OS/2004 VALUATION . NOTE: ELECTRICAL PERMIT BECOMES VOID 12 MONTHS AFTER PERMIT ISSUE DATE. INSTALL A SAVERS SWITCH. # INSPECTIONS 1 APPLICANT HUNT ELECTRIC CORPORATION 2300 TERRITORIAL RD ST PAUL, MN 55114- ��/�'-`I �:� ANNA PEABODY 608 CHERYL ST NE FRIDLEY, NIlV 55432 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of worl� will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Applicant Date Bldg Insp Date ELEC PERMIT FEE - MIl�T (RESn STATE SURCHARGE, ELEC FLAT TOTAL PAID WITH CHECK # 118132 �i:rru�i r, rniuvu i� tcc�utic�l� t' ViC W Vlclt V 1 t1CK 1t1AN 1J�JC:lilt3�ll Ai3UV�. 20.00 0.50 20.50