2802 VICTOR PL 2020-06-03 - Laserfiche WebLink

A ID A:,.1 cli *CUTOB2) CS115X24. LTOPTE S I L E R 4"CUTLER,TYP RILL HEIGHT(2)2X6 Ark HATCH ARFTtAMUNG ®sx4 AlalI I H.F.p2�16"O.C. RAKED 2X6 PONY WALL OVER DESIGN IIACOMMERCIAL o (AT FLOOR OPENING) GIRDER TRUSS ` ©$1M. C2) CS16X24• _ e Es* CUT DBL TOP PLATE } METAL GUTTER �p\�A / L ' 20 END RAFTER.TAP. 5"CONT. 11� TH AVE W. ::. :,. r1;177.1E:1:::T nvevlvv vnul.cvnssI 433 .9 II /// _ OOUB^JQIS] �y IIIII1��Y '11 J UHANGER HU 3.25/12 r"--,,, I O ¢ ®i— (3)2X P05T°516 .__/_. __-_ ,• �� I . ❑ D O2RAFTER ii II /� Ij I X qi- 6TARE IN il ii 14, Y I� ..A1011.4!x12 RAFTER o, I L/N��' ,.. ., , f � 12 RAKED 2X6 PONY WALL OVERill ❑o I Q J I . I L`� i ■■■//// % $3 GIRDER TRUSS �- T' £ �} 09,---'''i I / \\ :ili I l 1--_ �'� ^ w = ❑ RIDGE �- _-.___.- ___ _ w WRITTEN PERMISSION OF SIALER DESISN LI-C. _ _ _JOIST-- , USE OP THIS ORAWING IS LIMITED TO A - DOUBLE JOIST AL _— r--_ io I TIL ___ SPECIFIC PROJECT FOR PERSONS NAMED El'ITILED'I" ANT OTHER OrELTRVErStalt I-1 C THE WRITTEN ® _ _•� 2x/2 FLOOR JOISTS _ _ J _ _ nr'Li _ _ _ --I-5— . °I _ _ ® O _ �� — 0 ©s°a EaTOEs1°M i1.cl W`sa DESIGN LLC. AT 16•-O.C. -l� T0I OO • HANGER HU 3.25H2 CS% (( )j _ \ — ► - irl PI � �`� REVISIONS �%L �,J1,1- ,11110 FLOOR JOISTSI— IjI' 1J , I ,1�'rAT 16"O.C. J O O DATE DESCRIPTION HANGER HU3 5/12 .``w O w ❑0n I IAll 2x12 RA 912 RAFTER 09/30/15 PERMIT SUBMITTAL AI1k % --�Ir ®T P. I L �. I to iL MI I II� • . 20615 CORRECTION PER CITU y mi. --._ GL.ii ...._--_-_. ....- DopBLEJasr I-._ E 6 o 6:12 ......:... 4-X12" .................................................................................... F 777' , ✓ 3\� I - .. F RAKED 2X6 PONY WALL OVER I 646.E END l © I_�� -I —F GIRDER TRUSS 9 5.CONT ! i..==.....• � . PROJECT GLO/T0G' METAL GUTTERDIAZ RESIDENCE . ..: 4,. �••r 9. / m ,_��GAB.E END vsM (z) csl6xza•�/ 2802 VICTOR PL ®BH 0 ® Om @ CUT DBL TOP PLATE ` (3)2X POST Wm. ® RAKED 2X6 PONY WALL OVER EVERETT,WA 98201 GIRDER TRUSS OROOF FRAMING PLAN (3)2X POSTCLIENT: UPPER FRAMING PLAN N 2) CS16%24 DIAZ WALTER& SCALE 1/4"-1'-0" ®CUT DBL TOP PLATE (1)SCALE 1/4"=1'-0" BAUTISTA NANCY 19208 48th AVE W LYNNWOOD,WA 98036 SHEET NAME: FLOOR FRAMING NOTES UPPER FRAMING •WRITTEN DIMENSIONS TAKE PRECEDENCE P�`vas,. + PLAN, FLOOR OVER SCALED DIMENSIONS.VERIFY/ill .4wAp..H' DIMENSIONS AND CONDITIONS IN THE FIELD " g FRAMING NOTES, •PROVIDE TEMPORARY BRACING AS '": REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE '• '0 NT,E '5.4 ROOF FRAMING BEEN ADERSED. F�/ONAL ENG\ •ALL HEADERS TO BE 4 x10 DF#2 U.N.O. •ALL GLBTOBE24F-V4OF/OF UNLESS ROOF NOTES TRUSS NOTES OVER-FRAMING SPANS1�,��„ I PLAN & ROOF NOTED OTHERWISE •SEE FLOOR AND/OR FRAMING PLANS FOR • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER • TRUSS DESIGN DRAWINGS SHALL BE PROVIDED WITH FOR LATERAL AND NOTES BEAM SIZES. SCALED DIMENSIONS.VERIFY ALL DIMENSIONS THE SHIPMENT OF TRUSSES DELIVERED TO THE JOB •2z4HF#2 RAFTERS/224"o.c.UP TO MAX.SPAN. AND CONDITIONS IN THE FIELDGRAVITY ONLY •PROVIDE SOLID BLOCKING ATALL . BEARING POINTS • ALL BEAMS AND HEADERS SHALL BE STIEAND SHALL BE ON THE JOB SITE. •2x6 HF#2 RAFTERS @24"o.c UPT08'4i"MAX.SPAN. ••DENOTES 5050 BEARING UNDER O x 10 OF#2 UNLESS OTHERWISE NOTES. ENGINEERING DATAAND DETAILS SHALL BE • 2x8 HF#2 RAFTERS 24"o.c UP TO 11'-3"MAX.SPAN. CONCENTRATED LOADS.USE(2)216 SEE PLANS FOR BEAM SIZES • APPROVED BY THE BUILDING OFFICIAL BEFORE ATE.WALLS.USE(2)24 AT 4•WALLS. • PRE-MANUFACTURED WOOD TRUSSES*24"o. INSTALLATION. •2x10 HRI2 RAFTERS*24"o.o.UP TO 14.-4.MAX. UNLESS NOTED OTHERWISE. (fVP.U.N.O.) TRUSSESSHALL BE DESIGNED BYA REGISTERED SPAN. •0 DENOTES POINT LOAD FROM ABOVE • PROVIDE SIMPSON HI HURRICANE TIEAT EACH • WASHINGTON STATE ENGINEER.STRESS ANALYSIS, • CROSS HATCHED WALLS INDICATE END OF EVERY ROOF TRUSS.PROVIDE(2)H2.5 DRAWINGS AND DETAILS SHALL BE STAMPED BYAN BEARING WALLS TO BE FRAMED WITH AT EACH END OF 2-PLYAND GREATER GIRDER APPROVED STATE OF WASHINGTON RESISTERED 2x STUDSAT 16'O.C.MAX.U.N.O. TRUSSES. ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. •I -//I ARES .SEEPLPLANNSICATE FOR DEPTH EO . ROOF SHEATHING SHALL BE 7/16.WITH LONG DIMENSION ACROSS TRBAPPLIE USSES ORD ROOF TRUSSES SNALL BE FRAMED AND TIED INTO THE HATCHED AREAS INDICATE OVER FRAME RAFTERS.NAIL*ALL PANEL EDGES AND OVER FRAMEWORK AND SUPPORTING WALLS SO AS TO ROOF VENTILATION •(':."'"'"'"'7I AREAS.SEE PLANS FOR DEPTH ALL NAILS SHEAR o.c.ANAND DRAG OVERALLNTERMESIATE SES • FORMAN INTEGRAL PART OF THE WHOLE BUILDING. RBO6.2MINIMUM VENTAREA APPROVED FRAMING(4112"Sc. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150.OF THE AREA OF THE VENTED SPACE. •ALL VOID SPACES TO BE FIRE AND DRAFT STOPPED PER IBC SHALL HAVE TENSION MEMBERS WELL TIGHTENED • PROVIDE SOLID BLOCKING OVER BEFORE ANY LOAD IS PLACED UPON THE TRUSS. EXCEPTION •FLOOR SHEATHING SHALL BE 23.32.TUG°.S.B. SUPPORTS. • DIAGONAL AND SWAY BRACING SHALL BE USED TO FTHE OLLOWING NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE SPACE PROVIDED ONE OR MORE OF THE S JOISTS, STAGGER WITH LONG DIMENSION ACROSS • ROOF OVERHANGS PER PLAN BRACE ALL TRUSSES. FOLLOWING CONDITIONS ARE MEET JOISTS,STAGGER END JOINTS.GLVEAND NAILtH ALL • ROOF PITCHES PER PLANS AND/OR PRE-MANUFACTURED TRUSSES TO BE STAMPED BY 1-IN CLIMATE ZONE 6,7AND B,A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE PANEL EDGES AND OVERALL SHFARWDLAE ELEVATIONS. THE MANUFACTURER OR BY A QUALITY CONTROL CEIUNG. FRAMN 6"12AND OVERALL INTERMEDIATE FRAMING�72•o.c •INSTALL SKYLIGHTS ON RAFTERS TCURBO OK AGENCY SUCH AS THE WASHINGTON STATE TRUSS •ALL TRUSSES AND TO BE FABRICATORS COUNCIL 2-AVENTILSTATORS S PERCELOCATED IN D NOTHE PERORE 50 PERCENTTHE TI OR RAFTER D VENTILATING AREA IS PROVIDED BY •FLOOR JOISTS ARE 210 HF#2's®16"o.c.(TYP.U.N.O.) SPACED AT 24.0.C.MAX. • VENTILATORS LOCATED IN THE UPPER PORTION OF THEATTIC OR RAFTER SPACE. UNLESS NOTED OTHERWISE TRUSS INFORMATION PERMANENTLY AFFIXED TO UPPER VENTILATOR SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE EACH TRUSS SHALL CONTAIN TRUSS MEASURED VERTICALLY,WITH THE BALANCE OF THE REQUIRED PROVIDED BY SAVE OR CORNICE VENTS.WHERE THE •USE SIMPSON HANGERS FOR SINGLE AND DOUBLE TA,SHADED AREAS INDICATE OVER- MANUFACTURER'S IDENTIFICATION,DESIGN LOAD AND LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS. JOIST CONNECTION AND SIMPSON HU HANGERS l:':':':':':":1 FRAMING OVER ROOF BELOW TRUSS SPACING. INSULATION MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. FOR ALL BEAM CONDITIONS. •I•DENOTES SOLID BEARING UNDER •ALL WINDOW HEADERS TO NE SETAT 6'-10" CONCENTRATED LOADS.SEE UPPER FLOOR • TRUSS MANUFACTURER TO NOTIFY DESIGNER SOOT SF =6.17 SF OF NETVEMAREAREOUIRED AT B'PLATESANDAT 8,0.AT 9^PLATES. PLANS FOR ALL BEARING STUD AND COLUMN OR ENGINEER OF ANY SIGNIFICANT LOADS i`A UNLESS NOTED OTHERWISE PER ELEVATIONS. CALL-OUTS NOTACCOUNTED FOR IN THE ARCHITECTURAL PROJECT NUMBER: 2015-13 D S. DRAWINGS.THESE SHALL INCLUDE BUT ARE - --- •PROVIDE'PB'POST BASES AT POST TO FUN. E-D =DOWNSPOUT TO GRADE NOT LIMITED TO POINT LOADS AND (121 AF50 ROOF VENTS AT 355F EACH=420 SFPRONOED DATE: 09-30-15 CONNECTIONS U.N.O.AND'AC'POST CAPS AT UPLIFT LOADS.IF NECESSARY,PROVIDE -- OS. TRUSS DRAWINGS FOR REVIEW BY ENGINEER. MG LF.OF EAVE VENTSAT S 2 S IN./LF.=45].6 SQ.IN. CHECKED: POST TO BEAM CONNECTIONS U.N.O. _ LL-D =DOWNSPOUTTO LOWER ROOF U457 ASfi0ONN./144=31OLSINE EAVE RYTRLISS BLOCK ------ • NONBEARING WALLS SHALL BE HELD AWAY FROM fl4SE00N(3)2415'-HOLESIN EVERYTRUSS BLOCK DRAWN: LS Q.ATTIC VENT-SPACED PER PLAN THE TRUSS BOTTOM CHORD WITH AN APPROVED PROVIDE NET/U.MESH W/OPENINGS OF 1/4.1t4 DN --- (#PER ATTIC VENTILATION CALC.) FASTENERS(SUCH AS SIMPSON STC)TO ENSURE STATUS: SUB-1 THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR TOTAL VENTILATION PROMDED=T3I SEPT. ON THE WALL. • TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADINGCRD FOLLOWS: /� CHORD:5 PSF PSF TRIBUTARY TRIBUTARY AAREA. BOTTOM �l ■ ■ A CHORD:SPSF OFTRIBUTARYAREA. L •4 PLOT SCALE:1:1