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<br /> I /a�} I �\ W � � �,_: {,rI � (�� ����.1, WRITTEN PERMI5510N OF 51ALER DESIGN LLC.
<br /> ` � RIDGE -.y �:,.'^t"-% USE OF THIS DRAWING IS LIMITED TD A
<br /> W F J � ; SPECIFIC PROJECT FOR PERSONS NAMED
<br /> HEREON AND FOR THE CONSTRUCTION OF ONE
<br /> DOUBLEJOIST Q W W 0 Q BUILDING. ANY ❑THER USE ❑R REUSE IS
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<br /> �I � � -U, CONSENT FROM 51ALER DESIGN LLC.
<br /> � O � Z COPYRIGHT 201 5
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<br /> 5�6 HANGER HU 3.25/12 Q��� `�F I PICA �o JQ'��� `�FJ- � REVISIONS
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<br /> HANGER HU 3 5/12 K r , ( 6:12 a a g:
<br /> �_ 09/30/15 PERMIT SUBMITTAL
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<br /> ROOF FRAMING PLAN �2, CS16X24�� CLIENT :
<br /> N SCALE 1/4�� _ ��-O�� @ CUT DBL TOP PLATE p I AZ WA LT E R &
<br /> UPPER FRAMING PLAN
<br /> N sCALE 1/4 - 1 -o BAUTISTA NANCY
<br /> 19208 48th AVE W
<br /> LYNNWOOD, WA 98036
<br /> SHEET NAME:
<br /> UPPER FRAMING
<br /> FLOOR FRAMING NOTES P�� AM�
<br /> . �oF,�sy,�ti PLAN , FLOOR
<br /> • WRITTEN DIMENSIONS TAKE PRECEDENCE
<br /> OVER SCALED DIMENSIONS. VERIFYALL �
<br /> DIMENSIONS AND CONDITIONS IN THE FIELD ~e � F RAM I N G N OT E S�
<br /> h
<br /> • PROVIDE TEMPORARY BRACING AS
<br /> REQUIRED UNTILALL PERMANENT
<br /> CONNECTIONSAND STIFFENERS HAVE A �G�SE��O ��� ROO F F RAM I N
<br /> BEEN INSTALLED. � Q�
<br /> F���NA L ENG\ O F
<br /> • ALL HEADERS TO BE 4 x 10 DF#2 U.N.O. P LA N VC RO
<br /> • ALLGLBTOBE24F-V4DF/DFUNLESS ROOF NOTES TRUSS NOTES OVER-FRAMING SPANS �„�5��„
<br /> NOTED OTHERWISE • WRITfEN DIMENSIONS TAKE PRECEDENCE OVER N OT E S
<br /> SEE FLOORAND/OR FRAMING PLANS FOR TRUSS DESIGN DRAWINGS SHALL BE PROVIDED WITH FOR LATERALAND
<br /> ' SCALED DIMENSIONS.VERIFYALL DIMENSIONS • THE SHIPMENT OF TRUSSES DELIVERED TO THE JOd • 2x4 HF#2 RAFTERS @ 24"o.c. UP TO 5'-5"MAX.SPAN. GRAVITY ONLY
<br /> BEAM SIZES.
<br /> • PROVIDE SOLID BLOCKINGATALL AND CONDITIONS IN THE FIELD.
<br /> SITE AND SHALL BE ON THE JOB SITE. • �HF#2 RAFTERS @ 24"o.c.UP TO 8'-6"MAX.SPAN.
<br /> BEARING POINTS • ALL BEAMS AND HFJ�DERS SHALL BE
<br /> • • �DENOTES SOLID BEARING UNDER SEE PLA S OR BEAM SIZES ISE NOTED. ENGINEERING DATAAND DETAILS SHALL BE
<br /> . APPROVED BY THE BUILDING OFFICIAL BEFORE • 2x8 HF#2 RAFTERS @ 24"o.c.UP TO 11'-3"MAX.SPAN.
<br /> CONCENTRATED LOADS.USE(2)2x6 . PRE-MANUFACTURED WOOD TRUSSES @ 24"o.c. INSTALLATION. • 2x10 HF#2 RAFTERS @ 24"o.c.UP TO 14'�"MAX.
<br /> AT 6"WALLS. USE(2)2x4 AT 4"WALLS.
<br /> UNLESS NOTED OTHERWISE. (TYP.U.N.O.) SPAN.
<br /> TRUSSES SHALL BE DESIGNED BYA REGISTERED
<br /> • � DENOTES POINT LOAD FROMABOVE • PROVIDE SIMPSON H1 HURRICANE TIEAT EACH . WASHINGTON STATE ENGINEER. STRESSANALYSIS,
<br /> END OF EVERY ROOF TRUSS.PROVIDE(2)H2.5 DRAWINGSAND DETAILS SHALL BE STAMPED BYAN
<br /> • CROSS HATCHED WALLS INDICATE AT EACH END OF 2-PLYAND GREATER GIRDER APPROVED STATE OF WASHINGTON RESISTERED
<br /> BEARING WALLSTO BE FRAMED WITH TRUSSES. ENGINEERAND FABRICATED FROM ONLYTHESE
<br /> 2x STUDS AT 16"O.C.MAX.U.N.O. DESIGNS.
<br /> . ROOF SHEATHING SHALL BE 7/16"OSBAPPLIED
<br /> �77� SHADED AREAS INDICATE SOFFITED WITH LONG DIMENSION ACROSS TRUSSES OR ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE
<br /> � �L1LLJ AREAS. SEE PLANS FOR DEPTH RAFTERS. NAIL(a�ALL PANEL EDGESAND OVER FRAMEWORKAND SUPPORTING WALLS SOAS TO ROOF VENTILATION
<br /> HATCHED AREAS INDICATE OVER FRAME ALL SHEAR WALLS AND DRAG TRUSSES w/8d • FORM AN INTEGRAL PART OF THE WHOLE BUILDING. AP P ROVE D
<br /> � �AREAS. SEE PLANS FOR DEPTH NAILS @ 6"o.c.AND OVER ALL INTERMEDIATE R8062 MINIMUM VENTAREA
<br /> FRAMING(i�12"o.c. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTEDAND THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150,OF THE AREA OF THE VENTED SPACE.
<br /> ' • ALL VOID SPACES TO BE FIRE AND DRAFI' SHALL HAVE TENSION MEMBERS WELL TIGHTENED
<br /> STOPPED PER IBC • PROVIDE SOLID BLOCKING OVER BEFORE ANY LOAD IS PLACED UPON THE TRUSS. EXCEPTION
<br /> . FLOOR SHEATHING SHALL BE 23/32"T&G O.S.B.
<br /> SUPPORTS. • DIAGONALAND SWAY BRACING SHALL BE USED TO THE MIN.NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE SPACE PROVIDED ONE OR MORE OF THE
<br /> SUBFLOORAPPLIED WITH LONG DiMENSIONACROSS BRACEALLTRUSSES. FOLLOWING CONDITIONSARE M :
<br /> • ROOF OVERHANGS PER PLAN
<br /> JOISTS,STAGGER END JOINTS.GLUE AND NAIL @ ALL • ROOF PITCHES PER PLANS AND/OR PRE-MANUFACTURED TRUSSES TO BE STAMPED BY 1-IN CLIMATE ZONE 6,7 AND 8,A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE
<br /> PANEL EDGES AND OVER ALL SHEARWALLS w/10d ELEVATIONS. THE MANUFACTURER OR BYA QUALITY CONTROL CEILING.
<br /> NAILS @ 6"o.c.AND OVER ALL INTERMEDIATE AGENCY SUCH AS THE WASHINGTON STATE TRUSS
<br /> FRAMING @ 12"o.c. • INSTALL SKYLIGHTS ON 2 x 6 CURB 2-AT LEAST 40 PERCENTAND NO MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY
<br /> • ALLTRUSSESAND RAFTERS TO BE FABRICATORS COUNCIL.
<br /> . VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE.
<br /> • FLOOR JOISTS ARE 2x10 HF#2's @ 16"o.c.(TYP. U.N.O.) SPACED AT 24"O.C.MAX. TRUSS INFORMATION PERMANENTLY AFFIXED TO UPPER VENTILATOR SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE
<br /> UNLESS NOTED OTHERWISE EACH TRUSS SHALL CONTAIN TRUSS MEASURED VERTICALLY,WITH THE BALANCE OF THE REQUIRED PROVIDED BY EAVE OR CORNICE VENTS.WHERE THE
<br /> � USE SIMPSON HANGERS FOR SINGLE AND DOUBLE • � SHADEDAREAS INDICATE OVER- MANUFACTURER'S IDENTIFICATION,DESIGN LOADAND LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS,
<br /> •'•'•'•'•'•'• FRAMING OVER ROOF BELOW TRUSS SPACING. INSULATION MORE THAN 3 FEET BE�OW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED.
<br /> JOIST CONNECTION AND SIMPSON HU HANGERS
<br /> FOR ALL BEAM CONDITIONS. '
<br /> -. �, ,.
<br /> • ■ DENOTES SOLiD BEARING UNDER �
<br /> - CONCENTRATED LOADS. SEE UPPER FLOOR • TRUSS MANUFACTURER TO NOTIFY DESIGNER 925.0 SF = 6.17 SF OF NETVENTAREAREQUIRED , /
<br /> . -
<br /> ALL WINDOW HEADERS TO BE SETAT 6' 10' PLANS FOR ALL BEARING STUD AND COLUMN OR ENGINEER OF ANY SIGNIFICANT LOADS
<br /> AT 8'PLATESANDAT 8'-0"AT 9'PLATES, NOTACCOUNTED FOR IN THEARCHITECTURAL 150 �w
<br /> UNLESS NOTED OTHERWISE PER ELEVATIONS. CALL-OUTS C ' PROJECT NUMBER: 2015-13
<br /> ,
<br /> D.S. DRAWINGS.THESE SHALL INCLUDE BUTARE � / �0��''
<br /> NOT LIMITED TO POINT LOADS AND (12) AF50 ROOF VENTS AT.35 SF EACH=4.20 SF PROVIDED � �/ ��
<br /> • PROVIDE'PB'POST BASESAT POSTTO FDN. ,;- " v DATE: 09-30-15
<br /> E_ � =DOWNSPOUT TO GRADE UPLIFT LOADS.IF NECESSARY, PROVIDE ` � � �
<br /> CONNECTIONS U.N.O.AND'AC'POST CAPS AT p,g, TRUSS DRAWINGS FOR REVIEW BY ENGINEER. 88.0' L.F.OF EAVE VENTSAT 5.2 SQ.IN.I L.F.=457.6 SQ.IN. ` Q� CHECKED:
<br /> POST TO BEAM CONNECTIONS U.N.O. �— � =DOWNSPOUT TO LOWER ROOF 457.8 SQ.IN./144=3.17 SQ.FT.AT EAVE VENTILATION � �� (i
<br /> — BASED ON(3)2-1/S"-HOLES IN EVERY TRUSS BLOCK. ��`-J �--�'" DRAWN: LS
<br /> • NONBEARING WALLS SHALL BE HELD AWAY FROM PROVIDE METAL MESH W/OPENINGS OF 1/4"IN DIM. � .
<br /> �=ATTIC VENT-SPACED PER PLAN THE TRUSS BOTTOM CHORD WITH AN APPROVED S� STATUS: SUB-1
<br /> F
<br /> (#PER ATTIC VENTILATION CALC.) FASTENERS(SUCH AS SIMPSON STC)TO ENSURE 1 � �/� ��TM
<br /> THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR TOTALVENTILATION PROVIDED=7.37 SQ.FT. d M
<br /> ON THE WALL.
<br /> • TRUSSES SHALL BE DESIGNED FOR UNIFORM P
<br /> LOADING AS FOLLOWS:
<br /> , TOP CHORD: 35 PSF OF TRIBUTARY AREA. BOTTOM
<br /> CHORD: 5 PSF OF TRIBUTARY AREA.
<br /> ■
<br /> PLOT SCALE: 1:1
<br />
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