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1632 46TH ST SE 2017 Plans 2022-11-28
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1632 46TH ST SE 2017 Plans 2022-11-28
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Last modified
11/28/2022 4:13:04 PM
Creation date
3/19/2019 2:16:31 PM
Metadata
Fields
Template:
Address Document
Street Name
46TH ST SE
Street Number
1632
Permit
C1702-007
Year
2017
Notes
NEW SFR DETACHED
Address Document Type
Plans
Imported From Microfiche
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W <br /> C� <br /> � � <br /> o � � <br /> W <br /> � o � <br /> �� Z <br /> ATTIC VENTILATION: VENTED BLOCKING AND GABLE END � � J <br /> VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT � .a a <br /> OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR � <br /> OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. (/� <br /> � 3 � <br /> N � <br /> � � <br /> � 4 <br /> � � <br /> � <br /> �_ - - - - � = = - - -� - �� �� _ � _ �� .- \.� - _ _ � _ - -� m <br /> I � ( I k�� 111 I <br /> I } I � II � _ ��f I I � <br /> IIII z I — II- — — — — 11 I <br /> a � � � �� I � l� � � � I <br /> I �7 I I I I, �I I � � � � ,� MANUFACTURED TRUSSES AT 24 OC. � <br /> -� DESIGNED AND ENGiNEERED BY I <br /> Z I r � I � `Q �- r- � - TRUSS MANUFACTURER. INSTALL I � <br /> TRUSSES PER PLAN J � � PER MFG SPECS. 6:12 PITCH TYPICAL. <br /> FULL HT PT 4X4 POST PER PLAN o I II� III / � I � — � � I /a/� I / n I I � � I � <br /> I II I � I IL-- -=J � II I � _ I� pN_ I `t�J�, I � II I I I W <br /> DECK JOIST PER PLAN � � L � _ _ L _ � I <br /> WITH LUS210 TO BEAM I ' � — � — -- — — � I Q <br /> H1 AT EACH TRUSS TO BEAM � � � � _ � <br /> BEAM PER PLAN � /� I I I I <br /> BEAM PER PLAN � I II ( — � <br /> � _ _ _ _ _ _ _� �_� �, _ �LJ � _ _J o <br /> o i i i i �ii i i i ii � i � <br /> � <br /> o C44 COLUMN CAP HUC410 BEAM TO POST r�L– = T = _ � � _ -Ji � � I IIII I I I II / O <br /> �% _ _ r� 16" PLANT SHELF _ J I ATTIC SPACE CROSS FLOW VENTILATION. I W <br /> � - �' -�- VENT BLOCKS AT EACH TRUSS BAY AT PLATE. � � � <br /> LUC210Z END JOIST TO POST � `t� I I I I II � I I I EACH 7X7 VENT EQUALS 36.75 SQ. IN. I II I Q W <br /> 4X4 POST EMBEDDED PER DETAIL '- �- EACH GABLE END VENT EQUALS 75 SQ. �N. _ <br /> I � I I I I I I � NUMBER OF 7X7 VENTS EQUALS I II I �N <br /> � �e� � I I �- , � ATTIC AREA 144/300/2, I I >� <br /> I `t� I I I I I I L E S S G A B L E V E N T S'`75 , /36.75= 7 �J <br /> � � � <br /> � 2 L�J J �, I I I I I I I I II� I I ► a� <br /> 3 COVERED DECK TOP CONNECTION 3 BEAM AND POST DECK CONNECTION - �� , I I I I I I I I I I li �Q <br /> I I I- - - — -I I I I I " I <br /> l- - - — �I L - - — � � — — — JL..J — - - - - —� <br /> — = = — — - - — — — _� - � - — - - — — _ _ _ _ — <br /> TYPICAL OVERHANG <br /> AT EAVES 14" ROOF PLAN <br /> SCALE 1/4"=1 FT <br /> sr����T��� �:�v��vr� <br /> TNIS QF2AWING HAS BEEN REVIEWEG FGP, <br /> �TRUCTURAL REQUIREfv1ENTS ONLY PER <br /> FASTENERS INTO OR IN CONTACT WITH THE ATfACHED RELEVANT DOCU ENTS. <br /> PRESSURE TREATED OR FIRE RETARDANT TREATED JOB# 4� DATE� <br /> WOOD SHALL BE OF HOT-DIPPED REVIEWED BY +� � <br /> GALVANIZED STEEL, STAINLESS STEEL, SILICON UPSTATE ENGINEERING <br /> BRONZE OR COPPER. EXCEPTION: 1/2 INCH <br /> i2�Fi)280-4715•servir.es@upst8.c�:m <br /> DIAMETER OR GREATER STEEL BOLTS. vvr�1F s r.�MY�NK,�or�;Et�. <br /> - - - - - - - - - - - _ - - r�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� <br /> — — — — — — - - - - - - - - — � - - —� = l II r� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � r = _ _ _ _ _ _ = I i <br /> � � , � �_ i;L -� � � � � � � � � � � � � I HUSC410 ' 2 <br /> I � = J I I LI I I I I O O I I I ROO BEAM �� 3 '/ <br /> � - � 3�1/8 X 12 24F GLB � � � � � MIN 18X24 CRAWL SPACE � � � J J � � � \ 1 <br /> / �— — - - — � — - - - - - - - - - - - <br /> ACCESS. INSULATE AND m m - - - - - - - - - --- <br /> - � -� �- - - I I I 3 I I I I WEATHERSTRIP. I I � = I I � J <br /> i - � � �'" - - I1 (�I 4X4POST � � � � � � f� o o � � {� _ _ _ _ _ _ = = = = =1_ � <br /> Il N <br /> - � � � � � � �� � � � � � � � � � � � lL - - - - - - - - - - - I � �... <br /> I — fi � r� � � I ��� III I � � � I II II I II II II II � <br /> I � <br /> I SOLID BLOCKING � rl� _ I I III � � � � U `� I I I I I I I I � SOLID BLOCKING I I � - - - - - - - - - - - � I � Z <br /> I 4X6 POST OVER BEAM 4X6 POST -UP- � � - - �r � a - _ <br /> _ _ _ _ _ _ _ _ DOUBLE JOIST � 4X10 DF#2 _ LU210 HANGERS TYPICAL � m � � � I I I I I I <br /> - OVER BEAM W <br /> � 1 1 �� � _ _ _ _ _ _ _ _ _ _ _ � � °° O <br /> — — — — — — — — ¢ �Z = � I I I I I I II I I ° C� <br /> � ' 31/2X91/42.OEPSL 2 ��- v ~ � <br /> � 5 1/8 X 16 1/2 24F GLB LU210 HANGERS TYPICAL �ER WALLKING � 4 � W w a Q �. I I I I I I — J — � —J I� „�-� _ _ _ _ _ _ _ _ _ _ _ � L� � <br /> i � ��_ / I I � �_� � � I I I I I ( I I I I � =DECK FRAMtNG TO BE = i �� � W <br /> m <br /> �� p w U � d� � � � � � + � � I I I I PT 2X10 JOISTS AT 16" OC � I ' W �""' J <br /> � u � z � w �U WITH LUS28 AT EACH END_ _ �-- -o � /^ <br /> � I � Q � � p � � � � � � � � � � � - - - - _ - _ _ _ - - � � V <br /> Q��C� mV � � � � � � � � � � � - - - - - - - - - - - � � O Q� <br /> � � ti. Z� �+- O � � � � � I � ( � � �� � � ♦ 1 � <br /> � � — � � � ( � � � � � � � � � � � v T" <br /> FLOOR JOIST TO BE Z ��-,� � N °z m FLOOR JOIST TO BE _ _ _ _ _ _ _ _ _ _ _ <br /> � — 2X12 HF#2 AT 16"OC � o� a � 2X12 HF#2 AT 16"OC W <br /> I I I I IIII � I II II I II II � _ _ _ _ _ _ _ = = = = � 1 J Z <br /> � � � � �� , 1�� � � � � � � � � � � � � � � � � �� � t c� a <br /> � ( i � T iLL � � � � - - - - - -4X4POST� 1 � � � � � � � � � � _ _ _ _ _ _ _ _ _ _ _ �� W a. <br /> II � � - � - - - - - - - 3 � � � � � � � � � �- - - - - - - - - - - - <br /> � � � L �� � � Il I � 1/8X1�224FG�L6 � � ) � � � � � - - - - - - - - - - - / - I . . � <br /> I I I / �` I IIII \ I II II I II II I � � <br /> q = LU210 HANGERS TYPICAL HUSC410 � W � <br /> I I I � I � I ( II � II II II II I I I I � _ J ( SOLID BLOCKING I I I 4X4 POST TO � 2 Q W <br /> - - - - - L - - 31/8X1224FGLB _ J II L - - - - - - - - - - - - - - - - - - - - - L - - - - - - -_ OVERWALL _ _ I ROOFBEAM 3 J � <br /> L�= -1 - - - - - - - - - - - - - - - - - -� - - - - - - - O <br /> 3 1/8 X 16 1/2 24F GLB �ti N s.�� <br /> OR51/8X1524FGLB �� �� <br /> - - - - - - - - - - - - - - - - � <br /> ' � - . - - ma <br /> �� _ � � <br /> ��6: ,2 6: ,2�� = =CO = - <br /> N �N CANTILEVER DATE: <br /> "' �� 4X4 POST N 4X4 POST�� � FLOOR JOIST <br /> � �- o UPPER FLOOR � -1 � -1 LOWER FLOOR <br /> X� _ _ _ _ -`—° _ _ _ _ �X FRAMING PLAN - — — — - � � FRAMING PLAN 5/3/2017 <br /> � 4X10 DF#2 � SCALE 1/4"=1 FT � — � —� SCALE 1/4"=1 FT <br /> � � � � EHD JOB: <br /> i i i i <br /> 2014 <br /> SHEET: <br /> 3 <br />
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