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HomeMy WebLinkAboutFax concerning hse structure-1995 ' F=i4i'15;'1'���5 4=id: �_��, ��1'�4l'�_;4=1F9 OTF'E'�' ��=,i_,OI_IIlTIIl�:� F'��:�E �=i1 2�{�S �UNwc�o,D ��► X T R �1 �1 S M 1 �' �'A L S �-I � � � J�r� J.�I. Dahrmeier Engxneerir�� �'r���. 2434 Commerce Boulevard Mouttd, Min�tesota 553b4 Fhone (b12) -472 -4746 �a�c (612) � 472 -47b1 TQ: �v V ~� aF: FAX�: _ �1 � Q � L� ,..,. ..�..TELE. �: DA'�: v� TYM�; �ROM: _,,,, PRa]. �•�� � , . , . - SUBj�EC`T: �.,�l RFMAR�CS: INCLUpING CaVEI�SHEET SHE�TS � _ . Z`�j S r0 v-n�w-�o�� � � i . GEiV�ERAL STRUCTURAL NOTES - _ . DESIGN DATA STRESSES: FC = 4000 PSI COMPRESSNE STRENG`�-i AT 28 DAYS —SLABS 4% - 6% AIR ENTR.AINIVIENT; 4 -6 SLUt� FC = 3000 PSI - COMPRESSIVE STRENGTH AT 28 DAYS - ALL OTHER CONCRETE FY= 60000 PSI - REINFORCING STEEL -ASTM A615 GRADE 60 20 TON WORKING STEEL PILE LOADINGS ROOF SNOW=40 PSF (BASIC) GARAGE FLOOR= 50 PSF CODES ALL CODES TO BE LATEST EDITION OR REVISION CONCRETE - CONCRETE - AMERICAI�1 CONCRETE INSTITUTE (ACI) BUILDIivG CODE BU`ILDNG CODE - STATE OF i�LINiv"ESOTA SITE WORK ALL SITE WORK TO BE PERFORMED IN ACCORDANCE WITH ADVANCE SURVEYING P�ND ENGINEERING DATED O�'TOBER 24, 1997. FOU'1YDA'�ION WAI,LS ADEQUATELY SUPPORT ALL FOUNDATION ALLS BEFORE AND DURING BACK FILLING AlvD COIv1PACTION OPERATIONS. TEMPOR.ARY BRACING SHALL NOT BE REMOVED UNTIL ALL SUPPORT SLABS, BEAiv�S, STRUTS, ETC., HAVE BEEN PLACED. i HEREBY CERTIFY 7HAT THIS PLAN, SPEC(FlCATION, OR REPORT WAS PREPARED 8Y hAE OR UNDER MY DIRECT SUPERVISION ANO THAT I A�A A OULY REGiSTERED PROFESSIONAL ENGINE�R UNOER THE LAWS OF THE STATE OF MINNES�TA oA� Ec �. 212 �, �����= r S-1, -2, S-3 dc S-4, S-5, S DATED 11/3/97 � ��1.,��� M�1[ C0""'�0" N0- J. H. Dahlmeier RESIDENCE 9722s `405 DUNW�ODY �� � Engineering Inc. S - 1 JHD ❑RON�, MN qiEq�p � 2434 Commerce Boulevard 612-472-4746 11/3/97 JHD Mound, MN 55364 Fax 612-472-4761 CONCRETE FORM WORK FORM WORK SHALL CONFORM TO TF� IZ�.COMIv�ENDED PRACTICE OF ACI 347. CONCRETE FORMS SHALL NOT BE REMOVED UNTIL TI-� CONCRETE HAS CURED TO A SUFFICIENT STRENGTH LEVEL TO ADEQUATELY SUPPORT DEAD WEIGHT LOADING AS WELL AS ANY APPLICABLE LIVE LOAADS. REINFORCING DETAIL AND PLACE ALL REINFORCING ACCORDING TO ACI 315, "NLANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." REINFORCING SUPPLIER SHALL PROVIDE ALL ACCESSORIES TO SUPPORT AND SECURE ALL REINFORCING ADEQUATELY. PROVIDE SPLICES IN ACCORDANCE WITH ACI 318. AS A MINIMUM SPLICES SHALL BE 30 BAR DIAMETERS OR 1'-0". CONCRETE COVER PROVIDE CONCRETE COVER N ACCORDANCE WITH APPLICABLE PROVISIONS OF ACI 318. UNLESS NOTED, NIlNIMUIvI CONCRETE CLEAR COVER OVER ALL REINFORCEMENT OR TIES SHALL BE: FOOTINGS: 3" WALLS: 1 1/2" (EXPOSED TO EARTH OR WEATHER 2") SLABS: 3/4" PLACEi�IENT PROVIDE ADEQUATE EQUIPMENT FOR HEATING CONCRETE MATERIALS A1�1D PROTECTING IN PLACE CONCRETE DURING FREEZING OR NEAR FREEZING WEATHER. LOCATIONS AND SIZES OF OPE�ING, SLEEVES, ETC., REQLTIRED FOR OTHER TRADES MUST BE VERIFIED BY THESE TR.ADES BEFORE PLACING CONCRETE. PROVIDE SLTITABALE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING STEEL IN PROPER POSITION WHILE PLACING CONCRETE. FOR CONSTRUCTION, CONTROL AND EXt'�NSION JOINTS 1N WALLS AND SLABS, SEE DETAILS. C04Y�" �- J. H. Dahlmeier �ESIDENCE 9722 � � Engineering Inc. S _� 2405 DUNW��DY JH ❑RON�, MN o+E JH 2434 Commerca Boulevard 612-472-4746 11/3/97 Mound, MN 55364 Fax 612-472-4761 PiLnvG �scx�w azvcxoxs> CONTRACTOR SHALL FURI�IISH ALL LABOR, EQUIPMENT, SERVICES AND PERFORM ALL OPERA.TIONS AS NECESSARY TO INSTALL PILING AT THE PROPER LOCATIONS TO TI-� PROPER DEPTH OR BEARING VALUES AS SHOWN ON THE DRAWING. PILING SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND SAFETY CODES. PILE SHALL BE GALVANIZED SCREW ANCHOR DESIGNED AND INSTALLED ACCORDING TO STANDARD INDUSTRY PRACTICE. PILE CAPACITY PILE TO BE DESIGNED FOR WORKING LOAD SHOWN ON DRAWINGS W�TH A FACTOR OF SAFETY OF 2.0. A NIINIMUM OF 5 KIPS HAS BEEN RESERVED FOR DOWN DRAG ON THE PILE. ANCHORS SHALL HAVE SUFFICIENT STRL�IVGTH FOR THIS A1�1D SHALL WITHSTAND INSTALLATION LOADS. PILE PILES WHICH ARE DAI�IAGED, MISLOCATED, OR DRIVEN OUT OF ALIGNMENT SHALL BE ABANDONED. A TOLERANCE OF 3" FROM THE DESIGNED LOCATION SHALL BE PERMITTED IN THE INSTALLATION. 97228 C0""�10" N°� J. H. Dahlmeier RESIDENCE 972 $ �,►, � Engineering Inc. `405 DUNWO�DY JH S -� ❑f��N�, MN ct+E JH 2434 Commerce Boulevard 612-472-4746 11/3/97 Mound, MN 55364 Fax 612-472-4761 , __ _ __ . ___------___------. �\ —---------------_._ �. � _ � � � �_._.. '_ .'. � �� - -:--.. . . - - -�-�'-�'�°' — -=`----.... _ _ "' ,, � .__� . _ _ , � 1 �{ � S L� (�L-i�,c-��. ' ._.__..... � ��- S� _ ___-- ----- � ---- — . u, • . .. _ _ _ _ _. . � _.�...__ p�, _ - - - - - �- - o_ ... � - r . , .-- � � � � ��T ----�- ----- I � C6���1� ; > � P � --- � ' -��-ta��_ �..___. ...�. : +� , _ ._. _. . . -�-- -r�- -_ _. . _ .- --. .-- — �,._ . �G ,, � � __ �� _. . ._ ____ . - a.... ... � ---�.. C-?JFvt�.__. � . � _ . _ ' � ' � ---- . .. 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Dahlmeier RESIDENCE � Engineering Inc. 2405 DUNWO�DY S � �R�N�, MN ct+Eac� D 2434 Commerce Boulevard 612-472-4746 11/3/97 Mound, MN 55364 Fax 612-472-4761 . , . - -- - �� " D�STa<L ----- ` . 11 �. lZ PE _ . _ 4 -� � ---- - - - - - - - - �- , ��1LM . �q-x z-� D� e _._._._ - - - - �� _- . � � - - �b X l'-E3 ��w- - -- _ - -- -- �rt Ta�✓1s. g�r ---- � � �,� 24�x 24`��AP ----� - ------ - - SG1ZE W ANcu°R` u�� _ -... -- �� 1'�t � SEE _ P�A�' �'�lLS+�� ?YP - �i�� � CA�P -. ._.. - - ----- -- --- ----- - -- - _ _ ._ . ..- - - --- -- 0�3 c��o w�c•� __ _- --------- __ �A�H. . _ __ _ _ C0""`�70N "0- J. H. Dahlmeier RESIDENCE 9 228 Engineering Inc. S _� 2405 DUNW��DY �RON�, MN 2434 Commerce Boulevard 6I2-472-4746 11/3/97 Moand, MN 55364 Fax 612-472-4761