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HomeMy WebLinkAbout01 T1 W Carmel�����: Mr. Cra Creiner y �rimro5e S�hoo I�ran�h i5 in Gom an g p y �660 Gedar�re5t izoad �cworth, C� 30 I O I �hone (��O) �2�-4004 e22b ��G� I T�GT: Mar� l�. i�a�e ,� I�-�r�h ite�t y C�ildren's 1� esi n G ro up g I I I 4�a I e5 Gree� l�la g y ��worth, C� 30 I O I �hone : (��O)-48�-84�b �ax: (20b)-3�0-0��3 �h i I d.de5 i n@ m ind5 r in .�om g p g G I �ll � ��lC I �1���: �l�lG �n ineerin g g I�I 1�. 1�elaware Street, Suite 800 I nd iana o I i5, I�l 46204 p �TTI�: �randon T. �ur�Ce, �.�. i��01��: 3I �-82b-6403 bbur�eC�hw�en ineerin .�om g g General Notes 1. The contractor shall examine the drawings and shall notify the architect of any discrepancies in elevations, dimensions, and site conditions before proceeding with any work. Ommissions and conflicts between vaxious elements of the drawings an specificatons sha,ll be resolved with the engineer/architect prior to the start of work. 2. The drawings and specifications represent the completed structure. They do not indicate the method of construction. The contractor shall provide all measures and means necessary to protect persons and the structure during construction. Such measures shall include, but not be limited to, bracing, shoring, etc. 4bservation visits by the architect or engineer do not include inspection of those items. 4. Notes and details on the drawings take precedence over these standard notes. Typical details shall be used whene�er applicable. Refer to the specifications for information not covered by these notes or drawings. 5. All work not de�tailed or noted shall be constructed in accordance with other similar work shown on the drawings and typical details. Dimensions shall take precedence over general notes and typical details. 6. No pipes or ducts shall be placed in structural members unless specifically detailed and approved by the engineer. 7. ASTM and similar references are for latest revisions and issue, unless otherwise noted. S. Contractor shall investigate site during clearing and excavation for unsuitable conditions: unconsolidated and undocurnented fills, buried structures, utilities, etc. and shall immediately notify the architect/engineer of any site conditions not reflected on the drawings or different from maximum and minimum dimensions indicated, including conflicts in grades, adverse soil conditions, ground water present, deepened footings, unco�ered and unexpected utility lines, etc. 9. Construction materials shall be spread out if placed on structural frame. Load shall not exceed the design of live loads. Provide shoring and bracing where design strength has not been attained or structure is not complete. 10. The contractor shall determine the location of utility services in the area to be excavated before digging. Exercise extreme caution when excavating and trenching. � ����OV I Y� �V�� I �� L I TTL� TYK�S GOMM�RG I�L PLfi�Y 5Y5T�M5 ON� I RON MOU1�T� I N�O�C � DR I Y� P05T O�� I G� �OX 8�� �fi�RM I l�C TON, M I 550UR1 63640-08�� 800-32�-8828 (�'HON�) �rt 3-�60-�4�4 (�fi�X) � � / GO�Y� I CC�T � 20 I 3 �zi� sc� �cHisir� co��rnr • �G �IR GONDITIONINC ��� �80V� � I N I 5H �LOOfi� �HU � I R f��NDL I NG Ul� I T �L �LUM I NUM �SP� �5�'H�LT �T �LUM I NUM THi�SHOLD 8D �O�RD �LKT �L�NK�T 8T ��55 THR�SHOLD GJ GONTROL JO I NT GLG G� I L I NG GMU GONG�T � Mfi�50NRY Ul� I T GOL GOLUMN GONG GONG�T� GONT GONTINUOUS GPT G�R�'�T GT G��MIG TIL� G/L G�I�T�R L I N� D8L DOU�L� D� DR I NK I NG �OUNT� I N D I fi� D I fi�M�T�R DIM DIM�N510N DN DOWN D5 DOWN SPOUT �� ��GH �J �XP�N51 ON JO I NT �L�G �L�GTRIGfi�L �L�Y / �L �L�Y�TION �Q �QU� �X15T �X15TINC �D �LOOR D� I N �� �I� �XTIl�CU15H�R ��G � I��XT I NGU I SH�R G�81 l�l�T �� � I N I 5�+ �LOOR �ND �OUNDfi�TION �R � I � �T�D Cfi�L1� C�LYfi�NIZ�D CYPBD CYPSUM �Ofi�RD HG ��ND I G��'P�D HDW ��RDW�� HM �OLLOW M�Tfi�L HY�G ���T I NC, � I R GOND I T I ON I NC, � Y�NT I N�O I N�O�M�TI ON I NSUL I NSUL�T1 ON L�G Lfi�Y- I l� fi�GOUST I Gfi�L G� I L I NC Mfi�S M�50N�Y M�X M�XIMUM M�GH M�GH�I�IG�L SYM�O�S / ��C�l�l� - EL�YJ�TION N�UMBER - SHEET NUMB�R DET�eIL, S�GTION — OR PL/�N NUMBER � v _ — WAeLL SEGTION NUMB�R, BUILDIN6 SEGTION L.�TTER SH�ET NUMB�R , . : _. .��� �.1�:��' M�GR / M�R MIN MO MR MT MTL �� NIG NOM NT5 OG OPP PLYWD ����� P5� PT QT R ���R �� ���� �Q'D RO 5� 5HLY5 SIM SP�G 55 5TL STOR 5U5P T T�L� TPD T5 TYP ��� VGT V�RT � WG WD �� �� � � NOTE NUM�ER M ER - WINDOW NUMB�R - DOOR NUMB�R - REVI510N NUMBER M�NU��GTU�R MINIMUM M�50NRY O�'�N I NC M I RROR/MO I STU� �515T�NT M��L� TH�S�OLD M�T�L NOT �PPL I G��L� NOT I N GONT�GT NOMIN�L NOT TO SGfi�L� Ol� G�NT�fi� OPP051 T� PLYWOOD P����RIG�T�D POUNDS P�R SQUfi�� �OOT P� I NT / P�SSU� T��T�D QUfi��RY TIL� RI 5��fi�D I U5 � I N�ORG I NC ��R ����NG� � I N�ORG� �QU I �D ROUC H OP�I� I NG 5PL�5H�LOGK SH�LY�S SIMIL�R 5�G I� I Gfi�TI ON ST� I NL�55 ST��L ST��L STO�C� 5U5P�ND�D T��D T�L�PHON� TO I L�T P�P�R D I 5P�N5�R T�N51 TI ON 5TR1 P TYPIGfi�L UNL�55 NOT�D OTH�RW15� VINYL GOMP051TION TIL� V�RT I G�L 1�INYL TH�SHOLD W�T�R GL05�T WOOD �������� W�LD�D W I����R I G WITH - INT�RIOR �INISH wUMBER - Ex-rER�o�z ��H�sH Nur�1z - ROOM N/�ME 0 RooM Nu�z 10 EC�UI�NT NUMBER I I6'-0" ��y, DAeTUM POI NT � �. 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It ar� emergenc�, �c��p�r�ts �rill �€it cl�ssroom daars. Less than 3� occup�rits �rill u�� the ��Il�r� for egr�ss ��ffic���taff�R�ceptian�. 0 �_��' ���' � � � �� ��.�t. 0�����IBtu per piece of equi�m ent 0 � 1 �� s�.�t. B Ta bl e � �� .� � T� �I � � �� .� No Y�� Yes Yes l�e s �0 �,��� sf = �� � p��ple ��0 �,��9 sf �� p��ple 3�9 �� inches ��0 inches � Q ��a � Q��f� 1 �3 �iagonal distar�ce betv���n ��€its ��0 feet r�a� ��rou� E - �J nsprin4�l�d� �� pro�rid�d � 1�0 l�es ����.�.� �.� E�€ception �- nat required in r�oms v�rith one ��€it 1 �B -� �egre�s �600 Degree Da�s �0 psf �r��r�d load �� �,��, E�����,�: � C � � ��ere �� inches H e �r l�e s FI RE �U P� RE��I ON �1��TE�VI �H�LL BE DE �I �N I N���OF�D�N �E V�fl TH N FP� 13 FI RE �U P� RE��I �N �1��TE�1 �H�LL BE � �1 PEF��I �E � PER I .B .� ���. �1��TE�11 �H�LL E�TEND INTO THE �TTI� &. E�TERIOR ��N�PIE�. �LU�VIBIN� FI�TURE F�EQUIRE�VIENT�: O��U P�N T L��D ��I� . D�I L� �TTEN D�N �E: INF�NT� &.1�O11N� TODDLER� = 38 T���LER� TH R�1 P RE��H ��L = 1 1� S�HOOL��ED 30 �SE E TH E�H�F�T ON LI �EN SI N��E�RESS P L�N FOF� TH E BRE��DOU�N �F TH E��E �ROU P�� FI�TURE� RE[�UIRE�: P RES�H OOL �N D LOV�fEF� ��E: �D�1� N�1 RSERI ES� � �L��. �. �.�.� PER ��: � ���� � _ � � _ � � U�.�. �N� � � LA�. RE[�UIRE� ��HOOL ��ED �HIL�REN: �EDU��TION�L� 1 U�.�. PER �0: 30��� = 1�I�LE �. 1 FE�I�LE 1 LA�. PER �0: 30��0 = 1�I�LE &. 1 FE�I�LE FI�TURES PRO�IDED: �����oa� ���s = �� ��� �eq��� �I�SSRO��I LA�'s = 1 � �1 � Req��� � T�FF TO I LE T R�I . Vlf �'s = � �T�FF T�ILET R�I. L��'� _ � � EFE F�F�E� �� Bf�l ITT�L� PRO�IDE �HOP DR��NIN�S TO THE �R�HITE�T�ND ��PRO�IN� ���EF�NIVIENT�L�UTH�RITIES FOF� THE FOLLOV�IN� S1�STE�II�: 1 PREF�BRI��TED �O�D TRl1��E� � FIRE �L�R�I �ND SIVIO�E DETE�TION S1�STE�IS 3 FIRE �UPPRE��I�N �1��TE�11 - NFP� 13 �LL �THEF� �H�P �R��NIN�� �H�LL �E ��1�PIIITTE� T� �N� �PPR�1fE� �1� THE �ENER�L ��NTR��T�R. �N1� �E�fI�TI�N� �R �UB�TITUTI�N� T� THE PLAN� OR �PE�� �H�LL BE �U��lIITTED TO �ND �P�R�ED �1� THE �R�HITE�T � PE�I�L I�1�PE�TI�IV� THE ��NTR��TOR �H�LL�RF2�N�E �N� �O�RDIN�TE REQ�IIRED �PE�I�L IN�PE�TI�N� T� BE ��ID FOF� B1� THE THE IN�PE�TOR�S� SH�LL QU�LIFIED T� PERFOR�I INSPE�TIONS �S DETER�IINED �1� THE L���L BIJILDIN� �FFI�I�L. �NOR� � LL �E IN ����R��N�E �ITH �00� IB�. REP�RT� �H�LL BE �I�TRIBUTED T� THE OU�NER, �ONTR��TOR �ND �R�HITE�T. GONTR�eGTOR 1 ��N�RETE �H�LL BE IN�PE�TE� &. TE�TED �ER ��E�IFI��TION 030� � �HEET �0.� �TRU�TUR�L � P E � I FI ��TI � N � �N � 1 � Q4 .� 1 ���������� � �EOTE�HNI��L &. 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