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i , <br /> � � � ER <br /> DESIGN LLC <br /> RESIDENTIAL-COMMERCIAL <br /> PO BOX 1 3942 <br /> MILL CREEK, WA 98082 <br /> CELL:4ZS-877-7377 <br /> 1 � �.� 3 EMAIL:5IALERDESIGN@GMAIL.COM <br /> ROOF NOTES , <br /> • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER <br /> SCALED DIMENSIONS. VERIFY ALL DIMENSIONS <br /> AND CONDITIONS IN THE FIELD. � <br /> � • ALL BEAMS AND HEADERS SHALL BE , <br /> 4 x 10 DF#2 UNLESS OTHERWISE NOTED. I <br /> SEE PLANS FOR BEAM SIZES <br /> C — — -- � — — — � — _ � � — — � � � _ �, _ _ �� ADDITION ATTIC AREA: 570 SF . PRE-MANUFACTURED WOOD TRUSSES @ 24"o.c. <br /> I i - - - - - - - - - - - � � - - - � i i l- - --1_l— ` � � � I VENTILATIONREQUIRED: 570SF/150=3.8SF (TYP. U.N.O.) ' <br /> � � � � AREA PROVIDED AT EAVES: I . PROVIDE SIMPSON H1 HURRICANE TIE AT EACH <br /> i u I � 38 LF OF EAVE VENTS 5.2 SI/LF= 197.6 SI END OF EVERY ROOF TRUSS. PROVIDE(2) H2.5 � <br /> DOWNSPOUT,TYP. I � � � i 197.6 SI/144= 1.37 SF AT EAVE VENTILATION AT EACH END OF 2-PLY AND GREATER GIRDER <br /> I � TRUSSES. <br /> /'"���t E AREA PROVIDED AT LOUVER ROOF SHEATHING SHALL BE 7/16"OSB APPLIED <br /> � � f[__�\u...I � ! , ��I�Z�XZ'=4SF-20% REDUCTION =3.2 • THESE DRAWINGS ARE COPYRIGHTED AND <br /> 1'-6�� I4��"'T'!� � I WITHLONGDIMENSIONACROSSTRUSSESOR MAY N�T BE CDPIED ❑R REDRAWN WITHOIJT <br /> TYP I ��sr � V � I � I� TOTAL VENTILATION PROVIDEDATADDITION ROOF:45 SF>3.8 SF REQUIRED RAFTERS. NAIL @ALL PANEL EDGES AND OVER LHE WRITTEN PL RMISSION ❑F�sIALER DESIGN <br /> � — � ALLSHEARWALLSANDDRAGTRUSSESw/8d usE ❑F THIS ORAWING is LIMITED T❑ a <br /> T��� � 3:12 �-,-- - �1 �1- - - - <br /> NAILS 6"o.c.ANDOVERALLINTERMEDIATE SPECIFIC PROJECT FaR PERSONS NAM <br /> �� 3:12 � � HEREON AND FOR THE CONSTRUGTI�N ❑F ❑NE <br /> � � (I �` I � FRAMING@12��O.C. BLJILDING. ANY ❑THER LJSE OR REUSE IS <br /> 5TRICTLY PROHIBITED WITHOIJT THE WRITTEN <br /> PRE-MANUFACTURINGWOOD � C❑ NSENT FROM SIALER DESIGN LLC. <br /> I TRUSSES @ 24"O.C. <br /> � � I � CHANGE USE ATTIC AREA: 528 SF I C <br /> �I ( � I � i VENTILATION REQUIRED: 528 SF/150=3.52 SF • PROVIDE SOLID BLOCKING OVER COPYRIGHT <br /> SUPPORTS. siA�ER DESIGN LLC <br /> 5"GUTTER,TYP • ROOF OVERHANGS PER PLAN R EV I S(O N S <br /> -- - - - - - - - --� <br /> � I I 20"X30"ATTIC ACCESS i � AREA PROVIDED AT EAVES: • ROOF PITCHES PER PLANS AND/OR <br /> - - - - - - - -� � �1 � �! 22 LF OF EAVE VENTS 5.2 SI/LF= 114.4 SI ELEVATIONS. <br /> � � I j � � � —1 _ — — — — � — -- ..-- — — — — 114.4 SI!144=0.79 SF AT EAVE VENTILATION NO DESCRIPTION DATE <br /> • INSTALL SKYLIGHTS ON 2 x 6 CURB <br /> � I � �� �� I 2'x4'SKYLIGH AREA PROVIDED AT LOUVER I • ALL TRUSSES AND RAFTERS TO BE <br /> � � � � � X � (1)2'X2'=4 SF-20% REDUCTION =3.2 SPACED AT 24"O.C. MAX. <br /> I I � i f �� ��( UNLESS NOTED OTHERWISE <br /> i �I� II 2'x2�'�LIGHT, TYP.� L—� p C�� TOTAL VENTILATION PROVIDED AT CHANGE USE ROOF: 3.99 SF>3.52 SF REQUIRED <br /> • SHADED AREAS INDICATE OVER- <br /> I � � I �' •'••'• FRAMING OVER ROOF BELOW <br /> �� <br /> � � • ■ CONOCENTRAO EDBOADSGSEEDUPPER FLOOR <br /> I � PLANS FOR ALL BEARING STUD AND COLUMN <br /> CALL-OUTS P ROJ ECT : <br /> B � — — — — — _ st — — — — -- --- — — — — — — -- — --- — — — i— <br /> AMPUDIA - HANAOKA <br /> :.:.::.::.:.:.::.:.�:::�::.:. :: .:. :.:::::: .:�.:::.:.:.:.:: <br /> � �� � <br /> ... . —FRAMING SPANS <br /> � �. :-.:.-..:..:.:..:..:.:..:.:..:.:.:..:...��..-..:�. : .:.:.:.:.:�:�::::�:.:�:�:�:�:�:�:�:�::::�::�:�.�::�:::.�::�:�::::::::�::�:�:�:�::�:�:�:�:.�...�.�.. <br /> OVER <br /> :�:�:�:::�:::r:::::�:�::�:::�:�:�:::�::�:�:�::::::�:�:�:�:::::::::�::�:���:�:�:.:.::::.:::.:.:.:.:.:.:.:.:.::.:.:.::.::.:.:::..... <br /> �...............�.�....�..�.....�.�.......�....�.�.�.�....�.�.......... <br /> ........c. ...................�.�...�.�.�.�.�.�..�...�....� ..�........................... <br /> ........ .................................................................... <br /> ... ........... . . ...... . ................... .......... ................... . <br /> ,�. ,�.__ =_,1f ,, : ;; ; ; : < , RESIDENCE ADDITI <br /> ... ................................... ....................... .................. .... ............ ......... .. ........... <br /> ........ .... .. .. ............................. . ...... ... ................ ............................... .. . : : __ <br /> ............... ........... . . ...... . .......... . ............ ........ .. .... .... ..... ......... ... ..... . <br /> � I F� , <br /> ;, �_..�LL::�-"��"_:��,.=�� .-�<._s • 2x4 HF#2 RAFTERS @ 24"o.c. UP TO 5'-5"nn,vc. sPaN. 1005 91 ST PL SE <br /> � II �::::.:.C::.G::. :.:.:.:.:.:.:.:.::::.:.:.::.:.:::.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.::.:.:.:.:.::.:::::.:::.:.:.:.:: ' �3 ; <br /> � � ? �`� �..-_ � . 24"o.c. UP TO 8'-6"MAX. SPAN. <br /> .......... ................................... <br /> •. ........ ..................................... <br /> "'••..•.; ; •.•.• .•..•..... . •......._..•..• .•.�..LL�.�.�. ............. ......................................� q r 2x6 HF#2 RAFTERS @ <br /> � 2'x4'�KYLIGHT,TYP. �rv�� j ;� ` EVERETT, WA 98204 <br /> � ................................................. .�, �� � �� <br /> ..........................i�l�`.. .'""�..G....................................... .......... <br /> � OVER FRAMING � �. .•.•• � �' It � ��`�.----'�� • 2x 8 HF#2 RAFTERS @ 24 o.c. UP TO 11-3 MAX. SPAN. <br /> � ............................(.�............••...•....�.�.�.�.�.�.�.•.•.•...•.�.�........�. ..�� �� , <br /> .................................�.�.�.�.�.�.�.�.�.�.�.�.�.� . . ...................................... a � C L I E N T : <br /> !� ....................................................................... .' �' '! � .__. _� • 2x10 HF#2 RAFTERS @ 24"o.c. UP TO 14'-4"MAX. <br /> .�.._����.. �.. ,...�.�� ,� ...�... .... ....... _=�_.� 1' ! SPAN. <br /> ....................... ,i €j � � I <br /> ... .. <br /> , � � � � � -� � . � __ ..._ ___ __� __ E R I C K AM P U <br /> .. <br /> ...................... ,� k� ;;. � t .— ' �__ r <br /> � ..... <br /> , � .�..�....'.'.'...�....'..'..'.....'.'.'.'.'.'.'...�.�... ' 3 , , a 1 <br /> Q ;. _ __ _, � _ v� � , � M IZU KI HANA <br /> :....�...�.....:.:.:...:............:..� � ,,!� ,1 ; , , � � t <br /> � ����--=�=�� r .. ,; s; � � : : <br /> _ �.:.. � � � <br /> � { <br /> i I ��� I � �� �_ ._ � ��� I <br /> � ; ( — � � I I EXISTING RIDGE TO REMAIN <br /> � — � <br /> -- --I � � I <br /> ,� = � � ! i � �x� � E ISTING ROOF T REMAIN ► ,X� i SHEET NAME: <br /> ��1�'�1 I I � I � � � � <br /> � �� - - - � I— _ � c� L�—�-n I I � � � <br /> — — — — — — — — — — � _._. __� �_ �.�__. �_ : _. __. . _._ 20"X30" EXISTING <br /> 20"X30"ATTIC ACCESS c� ATTIC ACCESS � <br /> � ROOF FRAMING <br /> . � <br /> , _ � , , - - - � PLAN AND NOTES <br /> � --- -� � <br /> ► � _ <br /> � � � �� <br /> i � � i i ; i <br /> � � <br /> � � I I <br /> _ �_ �— �--- — -- —s-�— __ � L ._ — __. __I _ � — -- — �-- — — — — -- -- — — --- — — <br /> A _ � —��- - -- _ .— _ _ _ __ - - - - I � -- — -- - - . <br /> � <br /> ROOF PLAN <br /> SCALE 1/4" = 1'-0" <br /> APPROVED <br /> PROJECT NUMBER: 2018-124 <br /> DATE: 08/15/18 <br /> CHECKED: LS <br /> DRAWN: LS <br /> STATUS: BUILDING PERMIT <br /> . <br /> �,ii'�� %�� ����� i i <br /> ���61 E1�4f�� � � ��I�2 i'�I I� <br /> ■ <br /> PLOT SCALE: 1:1 <br />