The URL can be used to link to this page

Home My WebLink About023-93. Foundation and Roofing� z � � O 0 Q � � � -tt5 HOOKS AT -2�12" � 4'-0" O.C. ----------�--- � -s -�' - .t o "r '^ o - ---- ° r°GROUT TOP BLOCK Q � ° P � a � SOL �D AT HOOKS ---- --- --- — — -- v -_ , 4" CONCRETE SLAB - -_ i v o _ WITH FIBERMESH fi � RE i NF�RC I NG °------ i�� -, - g" CONC. BLOCK �, ° i I FOUNDATION WALL ' 4" pRAINAGE � o o� N F I L L - --- ----- - - - � APPRCVED � � TYPE F I LL --�� i v o _ -- � - - � - - - _- - -� — -- CONC. FOOTING PIER AND ' � °° i WITH 2-tt5 BARS � °, PAD BEYOND . ; . i CONT. `_ I —, — — --- -� ------ -- , 4 -- I S E C T I 0 N � SCALE� 3/4" = 1'-0" A_ j 8 3/e �� A T 35/" 3 1'-p�� 3 A8 �� A � PLUMBING CHASE 35/8° CONC. BLOCK SEALED i�2" EXPANSiON JOINT 4° CONCRETE SLAB WITH FIBERMESH REINFORCING o--p -Q -o--- �--Q-- o = o � . P. . c . �. ° v 4" DRAINAGE FILL APPROVED - 75�g�� C�NC. BLOCK -HORIZONTAL WALL REINFORCiNG EVERY ?WO BLOCK COURSES l----- F ACE BR I CK �FLASHING � � N TYPE F I LL � J'' � � _ 1 1 5/8" CONC. 4" TYPICAL ° " BLOCK o FOUNDATION v o WALL d ° -CONC. FOOTING 0 o WITH 5-tt5 BARS o � � CONT. AT 3 - G � P � P � I�- CONC. FOOT i NG WiTH 4-�5 BARS t'-8° CONT. AT 3A S E C T I 0 N 3 3A �rALE: 3/4" = 1'-0" �' � Q- j ' :?�4'�"'269�ali'dl'!'k?!{?_•±��5*�".'�i?'I�IP�$id'L�: .... .. . . _,.. R 0 0 F F R A M I N G P L A N SCALE� � /4 = 1 -0 NOTE� ALL �RAMiNG �UMBER S TO BE tt2 SOUTHFRti PINE -- OR BE � TER, NOTE: ALL EXTERiOR WA�LS TO BE 10'-8�� Hi�H WITH BOND BEAM. - - BOND BEAM � S CONT '� N��,��5 W i?H 2- tt4 ''�NT i NUOUS REBAR. � 5/e �� -- I I _ �� Sr.ALED '/2" EXPAhS!ON �OINT 4° CONCRETE SLAB WiTH F�BERMESH REINFORCING � 4" DRAIhAGE F I L L °�-�_ —e — —,� — v e 8" CONC. BLOCK WALL WITH HORIZONTAL WALL REINFORC�NG EVERY 2 BLOCK COURSES �-�---- v --o- v � � � o CONC. FOOT I NG o. ° W I TH 2- tt5 BARS �, : o . CONT. � �_q�� S E C T I 0 N 2 SCALE� 3/4" = 1'-0" A- j SPECIAL GENERAL NOTES �, rHE DA��+G iMDi[�7ES THE GENERIL SCOPE 0� TME oap,�E[T �M 'ERttS pi 1RCNITEC'UA�L DESiGN COMfEPT. TNE DIlEMSIOqS OF iHE BU�IDiwG, THE IuJOA �RCHi7ECTURLL ELEME�+TS �MD TNE 7rPE OF STRUCTJR�L, �ECH/.NI�4 aN0 ELECTRiC�L S�5'EMS. �5 SCOPE DO[WENTS iHE DR�YIMCS GO NOT MECESS�RiLf IHDIC�IE DR DESCRIBE �LL �ORK REW IREO �ON FIRL FERFOQIUMCE �ND COMPLETION OF TME PEW IREIENTS OF TME CONSTRUCTION DOCUIENTS ON TNE B�SIS Oi TME GEMER�L SCO�E �NDiCRTE� ON DESCpiBED. THE TRLDE CONTRI.CTOR$ SH1LL �UPNISfI LLL ITEMS REOUIFED FDR TME 7a0PER EaECU7�ON u�D COMPLET�On OF TNE yORK. t. THE 1D.1�. REOU�REMENiS �RE kOM-SPEC�FIC iN XI.Nt lRE�S �ND �RE � Civil RiCN75 ��r �r+D N07 � CDDE. UIT�M�TELT �uHr SPECiFiCi n�L BE CIIRI�IED BT LITIGITIDN. THE �RCNITECiS DO NOT YIRp�NT CONPL��MCE vi7M TNE �.D.�. REOUiREME�+TS. NOyEVER B�SED ON OUR uwDERST�HDi�.G DF TME 1.�.1. REOUIRE!ENTS ♦MD GUIDELINES IT IS OUA OPiN�ON TH�T TNESE PI�NS SEEM TO BE IN [OWIiA.vCE vITM iHE LIr, I. �LL vOaR ON THiS FRQIECT XU57 CO�I'I VITN 1Ll CURREMT IDC�L. SiITE. 41� H�TIOr,�L CODES /�PPLiC�BLE. �, YERIFT �L� EM'�ST�MG CONOITIJ�.S PR:Oit TO ?ME S'lRT OF C�;:�SrRU." OM u+D NOTIFf iHE �RCN�TECT Ir�+E^'�.�TELr OF •Nf C�F�i�TS �� Jp '0 PROCEEGING YiTN V�tK. — " — ' _' —_ —_.. � 1'-4" 1 15/R " 11'-q�� 3'-10�� 3�_8�� o � -- - �' L----- -- `�' .- 7 _8�� ' _ _— — -- - � - ------ -- ___- � � q„ �, q„ _3'-10" OM�T TOP BLOCK COURSE AT D�OR O��NING q ' g �� 1 i YP. - —� - 1 3 -- I i A� I I ---� �— —--- � � _. � I --- --------- --- ---� L._ �-------- � � � � �-------------- --- � � � ; - .-- - �UNEXCAVATED � I UNEXCAVATED !� � 1 �4° CONCRETE SLAB � I 4° CONCRFTE SLAB � I �ON GRADE WITH ( � ON GRADE WITH � I o^ I FIBERMESH FIBERMESH � -' j �REINFORCING ON � � REINFOR�.NG ON � `�' �VAPOR BARRIER AND TYP. � VAPOR BARRIER AND � � I �4" GRANULAR FILL 2 � � 4" GRANULAR FILL �. I I � � n A-1 � I L- -r— I I o I I o � Q � � I ��-�j�8�� 75�S�I I 10�-43�8�� 5�8�� 5�-43�8n � - I I � � I I I I I �— � � � � I I I o � � � ----- I � _ I — _ — _ _ — _ _ _ _ —I � _ _ '_ — _ _ _ _ � _ I I _ M _ — _ I FRAMING PLAN NOTES� �j 8" X 8" X 4'-0 1/2" PRECAST CONCRETE L NTEL WITH 8" OF BEARING A T E A C H E N D. FI L L B L O C K W A L L S O L'� D Wi T N G R O U T B E L O W B E A R I N G. O8" X 8" X 4'-8" PRECAST CONCRETE LINTEL WITH 8° OF BEARING AT EACH END. FILL BLOCK WALL SOLID WITH GROUT BELOW BEARING. PROVIDE 4" X 3 1/2" X 3/8�� STEEL ANGLE LINTEL. Og" X 8" X 4'_4" PRECAST CONCRETE LINTEL WITH 8'� OF BEARING AT EACH END. FILL BLOCK WALL SOLID WITH GROUT BELOW BEARING. PROVIDE 4" X 3 1/2" X 3/8" STEEL ANGLE LINTEL. Oq CONTINUOUS 4- 2 X 12 HEADER W/ 2 X 8 PLATE ON TOP WITH SLPICES CENTERED ON BEARING POINTS. FILL BLOCK WALL SOL�D WITH GROUT BELOW ALL BEARING POINTS. GLUE AND NAIL. O3- 2 X 12 PORCH HEADER. GLUE AND NAIL. O4" X 3 1/2" X 3/8" STEEL ANGLE LINTEL WITH 8" OF BEARING AT EACH END. O3- 2 X 12 HEADER W/ 2 X 8 P�ATE ON TOP WITH 4" OF BEARING AT EAC�! END. F�LL BLOCK WALL SOL�D WITH GROUT BELOW BEARING. THIS HEADER IS RFOL'IRED FOR 0?TIONAL TRUSS FRAM�NG ONLY. NOTE� A'�L r'RECAST CONCRETE LINTELS M�N, ��OAD CAPACITY OF 600tt/F00T GENERAL FOUNDATION DESIGN NOTES� ?. ALL CONCRETE SHALL BE STONE/GRAVEL AGGREGATE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, AS NO�ED BELCW F007 I NGS, WALLS, P I ERS, TO BE 3, 000 PS I. �NTERIOR SLABS ON GRADE TO BE 3,000 PSt. GRADE BEAMS AND SUPPORT COLUMNS 4.000 PSI. EXTER I OR SLABS. AND CURBS TO BE 4, 000 PS I. (PROVIDE AIR ENTRAINMENT FOR EXTERIOR CONCRETE) 2. ALL REiNFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS OTHERWISE NOTED. ALL REINFORCING MESH SHALL CONFORM TO ASTM A185. 3. ALL WALL FOOTINGS AND COLUMN PADS ARE DESIGNED TO BEAR ON UNDISTURBED SOIL OR COMPACTED FILL HAViNG AN ALLOWABLE BEARING CAPAC I TY OF 2, 000 PSF. 4. PROVIDE HORIZONTAL WALL REINFORCING IN ALL BLOCK WALLS EVERY TWO BLOCK COURSES. TNIS WALL RE�NFORCING SHALL TERMINATE AT CONCR�TE PIERS. PROVIDE DOVETAIL Sl_GTS AND ANCHORS. SEE DETAIL ON SHEET S-3. 5. PROVIDE EXPA�ti�S10N STRIP FULL DEPTH OF SLAB AT ALL INTERSECTIONS OF FLOOR SLABS WITH VER?iCAL SURFACES, BOTH INTERIOR AND EXTERlOR. 6. INTERIGR AND EXTERIOR BACKFILLING SHALL BE ACCOMPLISHED S MULiANEOUSLY, 7. CQNTRACTOR IS TO EMPLOY A SOIL TESTING FIRM TO INSPECT AND TEST THE SOIL AT THE EXCAVATED SITE, PRIOR TO PLACEMENT OF CONCRETE FOOTINGS. ALL COM?ACTED FILL IS TO BE TESTED BY A SOILS ENGINEER. SOIL PREPARATION IS Tp FOLLOW THE RECOMMENDATIONS OF THE SOILS REPORT. 8. REV I EW ALL DRAW I NGS ( ARCH I TECTURAL. PLUMB I NG, H. V. A. C. AND STRUCTURAL ) CONCERNING ALL SLEEVES, OUT'�ETS, BOXES, ANCHOR VENTS, OPENINGS ECT. THAT MAY BE REOUIRED. EACH RESPECTIVE TRADE IS RESPONSIBLE FOR FOR PRCVIDING AND INSTALLING THESE ITEMS. 67'-q" 9'-q�� I � � � � � � , 5/8 �� UN�XCAVAI�U 4" SCORFD CONCRETE SLAB ON GRADE WITH FIBERMESH REINFORCING ON 4" GRANULAR FILL OMIT TOP BLOCK COURSE AT COOR 0 P E N I N G°--------__ 1'_4 � ( � � I � � 115/a�� 4 q'_g�� 23'-0" 3'-4" 15'-q�� 1'-0" GROUT BLOCK SOLID OMIT TOP BLOCK FULL HEIGHT AT COURSE AT DOOR BEARING OF WOOD OPENiNG -- - — BEAM OR CONCRETE LINTEL TYPICAL = � � � 3'-8" , q�_�� r--------------� �--- ---------, oI ------------�-- . � � � I1'-0�'M � � I I -- � � UNEXCAVATED � � UNEXCAVATED � 4" CONCRETE SLAB � � 4" CONCRETE SLAB --- - � ON GRADE WITH � � ON GRADE WITH I �,� � FIBERMESH I I FIBERMESH I o^ � REINFORCING ON REINFORCING ON I _ I � VAPOR BARRIER AND � I _ VAPOR BARRIER AND I I "' � 4" GRANULAR FILL I I � 4" GRANULAR FiLL I --� I I � 2' X 2' X2' DEEP I i i I _ � ( � SUMP PIT I o � 5�-43�° 75�g° 10�-43�8� � �75/8�i 10�-03�8M � � 2�_�� ( � � � M 3 5�8 n gx I I F� I I I � I� I � � - I FD I , °� I I ------------- � � � � I � L — — � ~ — J I— — — — — — — — — — — — i I— — — —N ----�--------------q-�Ie � 15'-4" � � -- --------- -------\�j8i �i_0u � � _ �' a�' --I 3a o � � ( � �----� �----� I � p-1 � � ' � °- � ' ( � ' � _J ' � 4" BRICK LEDGE � I 1 rt I -( TYP I CAL __� � _r--- -----_ — L— —r-----�— _i-----�— — 115/$" CONCRETE BLOCK � ,� FOUNDATiON WALL WITH " 75/e° CONCRETE BLOCK TOP COL'RSE TYP. 1'-8" WIDE X 1'-0" DEEP POURED CONCRETE FOOTING WITH 3- #5 BARS CONT. TYPICAL 27'-p" 1 I _OII � � 11'-q" 67'-4" F 0 U N D A T I 0 N P L A N SCALF� 1/4 = 1 -0 28'-p" 7'-q�� 7'-4" � 0 _� OI _' CENTERLINE 1'-4" X 1'-4" CONC. BLOCK PIERS 1 01 FILLED SOLID WITH GROUT & 3'-0" X 3'-0" X _ i'-0" DEEP CONC. PADS WITH 5- tt4 BARS EA WAY 12'-4" ( ( � l � � 5�8 n 0 _� ��i�+.!iiir,,y,� `,L .�`��,� .��p�� , � D ; • �G A 5 T E,q�"�e,� �i�� ` Q� : � P ��,.''� � �� N .�+ � �� = * =,�r` 296 : * = � ^--� ATE OF � � ,•��''t., � N D i PN p�'`' `\�� q��,,, „�. ��M�i � i i i�� `��\\\\ � m � � � O � � V� � � � � � Q Q n�� V � Q � a a 0 � � � � � � Q °` � �p�� O �uul o '��—% � n , G 7 U� .n „ n p� Q��ru� a � ..�J a � � lu� � � � � � � � � Q � � � N O N O � � r- �:, 0 Q N � Q z � U o Z a N — � r ° w N � �- w — � = Q o U U N Q o � N •- N v7i C = oiS } �o m o � +- � � DATE ISSUED MARCH 18, 1993 REVISED SHEET NUMBER N0. A- 1 OF 4