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4220 COLBY AVE 2016 Plans 2022-11-30
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4220 COLBY AVE 2016 Plans 2022-11-30
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Last modified
11/30/2022 11:36:22 AM
Creation date
11/5/2019 3:41:18 PM
Metadata
Fields
Template:
Address Document
Street Name
COLBY AVE
Street Number
4220
Permit
B1611-042
Year
2016
Notes
CONSTRUCT 4 STORY MULTI FAMILY
Address Document Type
Plans
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i <br /> ROOFOVERFRAME I <br /> (E) 2x6 ROOF JOIST � <br /> I <br /> I <br /> , <br /> , , i <br /> / I <br /> � � <br /> EXISTING BUILDING � <br /> / p \ � EXISTING BUILDING .yc. L'�' ry <br /> � , � , � � \ -,- <br /> O � � cD � � ;�\ <br /> / m / � � ' � �/ ��. <br /> w / ,.-.--.�.._ .�_-%%�'� ____ �)�,. <br /> � � � \ -/ ( � � <br /> � / \ ��`-%% .�'� <br /> w �' �'�t `� ��,.-'', <br /> , , 7' \v I �r <br /> -�,�/, � �:, <br /> A � B ' C �, D E F J H <br /> , � �j ;� ; <br /> � ; ; � � /� � �, � � � <br /> 1 3/4 11 1/4 MICROLLAM LVL 1 <br /> , <br /> ,' 1 3/4 11 1/4 MICROLLAM LVL � 1 3/4 x�11 114 MICRON�AM LVL � ROOF � <br /> / (E)2x ROOF JOIST / (E) 2x6 OOF JOIST \ OUTLINE <br /> ., <br /> ,' <br /> � � � � � <br /> 4x8 HDR 4x8 HDR � <br /> -- — -- <br /> 1 .2 - ---------- -�_---- <br /> � � � � <br /> � � , , , � � � � � <br /> , <br /> I SWl Q N N O N <br /> � � , <br /> I I \ � SW1 /' / � cv �ri ao O <br /> � � � \ o 0 0 •- <br /> � � � � � � <br /> / I <br /> � � � � N <br /> , � \ \ ; w w w � <br /> ' _ \ � /'� � � � � / o � O o O O <br /> � <br /> � �� _ � U U U U <br /> i // � � Z Z Z Z <br /> ; \\ \\ /� � � � �_- W W W W <br /> a � � � � <br /> i � � r � � ` <br /> U <br /> � Q � Q Q <br /> ' \ � � � / � � 0 0 � 0 <br /> � // C9 C� C9 C9 <br /> 2 - - - - - -� - - - - - - - - - �- - - - - - - - - - - - ;-� 2 0 0 0 0 <br /> `\ 2 N SW� W i i i ' J J J J <br /> � SW1 S602 � > > > > <br /> SW1 -- -- -- -- -- -- - -- - -- -- -- -- m m m m <br /> - �- <br /> � <br /> H � <br /> w � � � � o <br /> � w / i Z <br /> W �. � Waaaa <br /> 3 Z /� � � � <br /> / v I 1 I I <br /> Z <br /> W <br /> � <br /> � �/ � � � <br /> a -�-f--� <br /> / , � � � � -- -- I I . <br /> II <br /> ' � I � II <br /> � � <br /> I ' ' \ <br /> � � � ' � �` � � � � � � , <br /> \ I <br /> ii ii ���EY �. <br /> � � / \ i i � °+ � <br /> � <br /> i i � � � , � i i �� �,� � <br /> I i / ,, I .. \ i i � x� ' �, � � � `� <br /> ii <br /> �' �. t�' o ce e; o <br /> I�----------------_ 4x8 H R � � � 4x8 DR ---------_ � �����6+ 4�p� w <br /> � i � <br /> 4 �' SEE 2/ 501 ' 4 �Q�'� �„ <br /> -- -- -- -- -- -- -- -- -- -- -- --�--- ---f--- -- ----T-- - ---T--- ---T-- -- -- -- . Q ' <br /> __ _ _ .�I <br /> SW1 SW1 SW1 <br /> � � 13 � � � <br /> S601 v � <br /> Z N <br /> A C D E F G H � W M <br /> � � N . <br /> � Z M <br /> (FLOOR 4 SHEARWALLS ) � m . <br /> a�o � W � <br /> ROOF FRAMING PLAN � > N <br /> — � o0 <br /> 1/4"= 1'-0" � T <br /> � v�i <br /> �"L � � <br /> LEGEND TYPICAL PLAN NOTES: _ � <br /> 1. � 4x4 POST TYP. U.N.O. <br /> ~ J � <br /> SECTION DETAIL Z � O ^ <br /> 2.4x8 HEADER TYP. U.N.O. a � <br /> (F.B.) FLUSH BEAM 3.VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. (REFERENCE ONLY) z � U I..� <br /> � ` <br /> (P.T.) PRESSURE-TREATED BEAM 4.WALL OPENINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWING MUST BE APPROVED BY � rN � W <br /> THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. p L.� N � <br /> � O <br /> � COLUMN BELOW(4x4 U.N.O.) 5. PRESSURE TREAT ALL EXTERIOR WOOD MEMBERS AND MEMBERS IN CONTACT WITH � N � <br /> CONCRETE UNLESS NOTED OTHERWISE. z � <br /> O STEEL COLUMN BELOW z � > <br /> 6.ALL CONNECTIONS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT o <br /> DIPPED GALVANIZED OR STAINLESS STEEL. � �- W <br /> �Q•� KING POST W <br /> 7.WATERPROOF ALL EXPOSED DECKS AND ROOFS PER ARCHITECT. v�i <br /> � HOLDOWN AT END OF <br /> SHEARWALL ABOVE 8. REFER TO TYPICAL STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. : <br /> ��� 9. PROVIDE FU�L HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR <br /> STRAP HOLDOWN AT <br /> WALLS AND BEARING WALLS. DESIGNER: LUIS MARTINEZ <br /> ��G-4- END OF SHEARWALL ABOVE 10. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR OPENINGS GREATER THAN 24"ON ONE SIDE. <br /> �`� ENGINEER: WADE DAMEY <br /> ��- DIRECTION OF BEAM SPAN 11. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER - <br /> MORE THAN HALF THE JOIST LENGTH. Z <br /> --�-- EXTENT OF BEAM � PROJECT NAME: APARTMENT BLDG.ADD'N. <br /> 12. COLUMNS SHALL BE DOUBLE STUD MtNIMUM, UNLESS NOTED OTHERWISE. PERMIT STAMP HERE(2 1/2"x 2") �4 <br /> 0 <br /> 13.WHERE POSTS CONTINUE THROUGH FLOOR, PROVIDE SOLID VERTICAL GRAIN ~ <br /> gW SHEARWALL vWi PROJECT NO.: 160001 <br /> BLOCKING THROUGH FLOOR TO MATCHING POST BELOW. ►- <br /> � <br /> 14.TYPICAL HEADERS AT BEARING LOCATION SHALL BE(2) 2X8 UNLESS NOTED a DATE: 01.19.16 . <br /> OTHERWISE SUPPORTED BY A MINIMUM OF (2)-CRIPPLE STUD AND (1)-FULL HEIGHT � <br /> STUD.AT ALL SHEARWALLS PROVIDE DOUBLE TOP PLATES AND SPLICE. � <br /> � <br /> Q SHEET NO.: <br /> 15. STAIRS, HANDRAILS,AND GUARDRAILS BY OTHERS. DESIGN SHALL BE SUBMITTED AS DEFERRED c� <br /> SUBMITTAL TO EOR AND CITY FOR REVIEW BEFORE CONSTRUCTION BEGINS � <br /> w <br /> � <br /> 16. EXTERIOR FTG. SHALL BE MIN. 18" BELOW FINISH GRADE. � <br /> d <br />
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