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Permit#: B1709-0Z9
<br /> 5ite Address: 3409 NASSAU ST
<br /> Owner: ROBERTS PHILIP&JESSICA
<br /> Tenant: [TenName]
<br /> '•• ��� App•Cate_ 9/21/2017
<br /> � : ��� ���3 Prapcsed Use: SFR DETACHED
<br /> �� f� ��'� DescnGtion: REINFORCE LOAD CApACITY IN BASEMENT
<br /> ` � l°l ��9 W/COLUMNS&FOOTINGS
<br /> - - � ' ----- GENERAL STRUCTURAL NOTES
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<br /> ; Reviewed By: Date: �/
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<br /> t ' i ' THE F�LLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.
<br /> I CRITERIA y�Office Set
<br /> Jo�Site Set Fire/Planning Set
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<br /> ;_ , ; i 'I � i ; ; 1. ALL MATERIALS AND WORKMANSHIP bESIGN� AND CONSTRUCTION SHALL CONFORI� TO THE REQUIREMENTS OF THE
<br /> i DRAWINGS, SP�GIFICATIONS, AND THE INtERNATIONAL 9UILDING CODE (1.B.C) (2012 EOtTiON).
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<br /> i 2. DESIGN CRITERIA �� (��
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<br /> ; � i . ; R�F LIVE LOAD . . . 25 PSF
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<br /> �� .r I N�w ' FLOOR LIVE LOAD (RESIQENTIAL) . . , . . . . . . 40 PSF
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<br /> � � ' � I ' i � ' . ' ' ' ALLOWAB{.E SOIL PRESSURE . . . . . . . . . . . 1500 PSF (Natural soits or compacted fill) Ev E R E1-T, wa 9 e 2 a g
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<br /> ; i �- , , p � ; , ; � i ; SOILS ENGINEER OR BUILfING OFFlCIAL VERIfY TE�: (4 2 5l 3 3 9 O 3 y`L
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<br /> ; , I - , ' - 3. CONTRACTOR SHALL PROVIDE TE�IPORARY BRACING AND SHQRING FOR TWE STRUCTU(i� AND STRUCtURAL CO�IPONENI�
<br /> 2 � � ' _,. . =-_ : � : ', UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED (N ACCORDANCE WITH THE PLANS• H1B8 61TE: 9A9CGEN6INEER8,E4M
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<br /> . � �. 4. CONTRACTOR SHALL BE RESPONSIBIF FOR ALL REQUIRED SAFEIY PRECAUTIONS AND THE METHODS, T�CHNIQUES,
<br /> � ' �`� , �b. � SfQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK.
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<br /> � , �y �: . ,- j i , _ ��t � I 5. CONTRACTOR-INITIAtED CHANGES SHALL BE SUBMITTED IN WRRING TQ THE STRUL'TURAL ENGINEER � � ��
<br /> Q �� L�� ; FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. �r c- C y a ,
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<br /> ` � � - /� � �,, ��'���7'� ; �� 6. DRAWINGS iNDICAT� GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. VYHERE CONDITIONS ARE NOT ,,;� � `-�:r�1�`�
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<br /> : �' SPECIFlCALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIYILAR DETAILS OF - � `� `^' ��' r E,.
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<br /> CQNSTRUCTION SHALL BE U$ED, SUBJECT TO REVIEW AND APPROVAL 9Y THE ARCHITECT AND THE STRUCTURAL - � �
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<br /> ' ' : ' 7. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF fc = 3�000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2 �'b'�"�'_����,'���
<br /> � ' � � � I' SACKS OF CEI�ENT PER CU81C YARD AND NO MOR� THAN 6 GALLONS OF WAYER PER SACK OF CEMENT. '��`�"`� �`
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<br /> ; � CONCRETE DESIGN IS BASED ON A CONCRETE STR6NGTH OF f'c = 2500 psi
<br /> � � ; -' � = � ALL CONCRETE EXPOSEO TO WEATHER SHALI BE AIR-ENTRAINEb WITH AN AIR-ENTRAINING AGENT CONFORMIN� TO
<br /> � ' 1.8.C. THE AMOUNT S}IALL BE 4% +/- 1 X BY VOLUME.
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<br /> ! � , � , 8. REINFORCING STEEL SNALL BE GR�DE so, Fy = 60,000 �sl.
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<br /> ' ` = - - _ -� _= = ' , 9. C4NCRETE PROTECTION (COVER) FOR REINFORClNG STEEL SHALL BE AS FOL,LOWSt
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<br /> ' ' ` 5 `t'(�R r t�� , FOCITINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3"
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<br /> � ' - , ' 10. BOLTS SHALL CONFORM TO ASTM A307. EXPANSION BOLTS SHALL BE "PARA60LT" OR APPROYfD EQUAL INSTALL.ED ��j�
<br /> ' I _ i IN STRICT ACCORDANCE WITH THE I�IANUFACTURER'S PUBLISHED RECOM�IENDATIONS.
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<br /> SG���` � �/��� � � �^ �� TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE �STRONG-TIE" BY SIMPSON COMPANY, AS C�
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<br /> SPECIFIED IN THEIR CATALOG N0. C-C -2015. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE �
<br /> SUBSTITUTED, PROViDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUI�BER
<br /> AND SIZE OF FASTENERS AS SPECIFIED BY MANUfACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE �
<br /> WITH THE MANUFACTURER'S RECOMMENDATiONS.
<br /> ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. W ❑
<br /> � PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED � N
<br /> OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE �- [a
<br /> (MINIMUM) AS MEMBERS CONNECTED. W W �
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<br /> � j v� �! ; 1 THE SCOPE OF WORK IS TO ELIMINATE A WALL ALONG GRID OA AND BETWEEN GRIDS to & O2
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