3732 24TH ST 2019 Plans 2023-04-11

Iffy:-7''-t.- *141111 Irmal OW4111.0 Ari A /1 ., 1 A10 liMit! Itibc � NOTES ROOF 1 PLANS SHOULD BE REIIEWED BY ALL SUBCONTRACTORS PRIOR TO BE14M SCHEDULE STARING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE CONTACT - N GABLE VENT LSsgF *ER/CONTRACTOR. TRUSS @24 O.C. 1/EI/BER 817 SIZE SPECIES CONNECT/ON COWENTS 2 ROOF (ANT CALCULA 110N,' SEE CHART THIS PAGE o R02 4X10DF/' Ce N D.S. c NU-j 1 — • --� - o D.S 3. ROOF OVERHANG AS NOTED N O 1 F -1 RO1 - - - GIRDER- TRUSS U o4 PROVIDE VENTED BLOCKING AT EAVES 0 - o IG-4)2 RO2 4 X 10 DF/2 - HEADER r cv Io 5 TRUSSES SHALL CARRY MFG. STAMP AND SHALL BE INSTALLED Q o N- �, ROJ 4 X 10 OF,¢�2 - BEAM = co --� o ,, 1 AND BRACED PER MFc. SPEC/RCA 110NS DO NOT ALTER r{'l1NOUT rn at �I A S4 RO4 4 X 10 DF¢�2 — HEADER PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING Q 5:12 TO MATCH I I 5. 12 TO MATCH CALCULATIONS. DESIGN DETAILS AND DRAWINGS SHALL BE ON EXISTING SLOPE I EXlS17 G SLOPE SITE FOR FRAMING INSPECTION. - ill I N STRAP(N) TOP PLATE TO(E) TOP PLATE T - --- CONNECT TO DOSING GUI M R Z.? 6. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT — m -i I IS E-D.S BRACING AND POSTING AND PROVIDE ADEQUATE BEARING TO = at o I FOUNDATION. .+-0 _J ..� —- —] c— - -J (- c o I a BUILT-UP 2X HIPS, ALLEYS AND RIDGESNAIL TOGETHER 16d 1 R01 GIRDER TRUSS I I • w I 7. N W/ .� co • ,_ _ _ i� - VI 016 O.C. TOP AND BOTTOM STAGGERED AND (2) 16d AT ENDS U o ' { ] C - E C - D . L N f / / / 1 1 -I 7 -- o AND SPLICES. (2)2X6 1 1 l� / /I // r �y X)/� /�/� / MST27 I = I 8. ALL ROOF COPINGS SHALL COMPLY WIN THE PROVISIONS IN a N j j (2)2X6 — w� CHAPTER 9, 2015 I.R.C. / I/ / / L.L N I g ALL CBLING JOIST TO BE 2x8 24"0/C UNLESS N OVERFRAME / / / o • OTHER SE NOTED. BY TRUSS @24"O.C. - /I/ ,I% j I o = I '41W44AV)/7// Pe I f XI/ / 17/ / ,7 -1 O w f— ,iH I /j / /i ti.A// 1 fi I n v0 '� / Q• I— CAI L� (� 1I CO GABLE VENT 1.5sgF CO I 0 [ ___� e 5 p___ EXISTING ROOF SYSTEM CD L- --- - - - - - -- I I� I— ' - -� r n N 1 J oz 1 -- — cV W N' TRUSS @24"O.C. I h W I 5.12 . 5.12 ROOF FRAMING NOTES: CD LLI II EXISI7NG, dS77NG, 1. VERIFY ALL EXISTING CONDITIONS PRIOR TO FABR/CA 170N & CONSTRUCTION n VERIFYR/FY 2 DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS AND ELEVATIONS {LIMN THE O I ( ARCHITECTURAL DRAWINGS W I I 1 I I 3. SEE GENERAL STRUCTURAL NOTES FOR FLOOR LOADING CONDITIONS. L_ J L — ___ - ,L — 4. ROOF FRAMING SHALL BE MANUFACTURED TRUSSES MAXIMUM 24"0.C. AS PER PLAN. . - • `�- --- - - I C I 1 I o E-D.S HANGERS INDICATED ARE PER MANUFACIUURER. Roo 4XfovF27 I ‘TM S T2 7 I I 5. ROOF DIAPHRAGM APPLY 1/2 CDX OR OSB PLYWOOD (24/0) ON ROOF, NAIL 8d6" L J " . I 0 • 1 IC. ALL SUPPORTED EDGES AND 8d®12 O.C.AT INTERIOR SUPPORTS STRAP(N) TOP PLATE TO(E) TOP PLATE E-D / 6. PROVIDE STRAPPING CSI6 AT ALL FLOOR AND WALL OPENINGS. EXTEND STRAP MIN.. CS4 _/ 2'-O"EACH SIDE UNLESS NOTED ON THE PLAN. CONNECT TO EX/SUNG GUTTER LEGEND A HOUSE ADDITION EXISTING HOU SE D.S. A/C ,1___ — — —q— — — -p 0 DOWNSPOUT LOCA110NS z < O • SHALL BE FACTORY FABRICATED TRUSSES DESIGN AND FABRICATION SHALL CONFORM W TH THE ---I CAI REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE AND DESIGN SPECIFICATIONS FOR LIGHT a, N NOTES: METAL PLATE CONNECT WOOD TRUSSES PUBLISHED BY TRUSS PLATE INSTITUTE. ENGINEERING O ATTIC VENT CALKS DESIGN AND SHOP DRAWINGS BEARING THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND SHOWING ALL DETAILS OF CONSTRUCTION REQUIRED OR A O R806.1 VENT1LAl1ON REQUIRED. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED MERE CEILINGS ARE APPLIED COMPLETE INSTALLATION SHALL BE SUBMITTED TO THE ARCHITECT FOR REI4EW 0 DIRECIZ Y TO UNDER SIDE OF ROOF RAFTERS SHALL HAVE CROSS VENI7LAT10N OF EACH SEPARATE SPACE BY VENTILATING TOTAL 1 NO. OF EAVE 2 " . LENGTH 3 NUMBER OF 4 TOTAL WINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW VENTILATION OPENINGS SHALL HAVE AT LEAST DIMENSION OF AREA VENT VENT BLOCKS OF RIDGE, ROOF GABLE VENT O MINIMUM AND 1/4 MAXIMUM VEN11LA11NG OPENINGS HAVING AT LEAST DIMENSION LARGER THAN 1/4 AREA PROVIDED VENT REQD VENTILATORS VENT AREA REQ'D REQUIRED PROPOSED Q PROVIDED WITH CORROSION-RESISTANCE WIRE CLOTH SCREEN/NG,HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS (a FT) HAVING A LEAST DIMENSION OF 1/16"MINIMUM AND 1/4 REA SQ FI THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTS/DE AIR. MARK ( ' ) (SQ. FT.) #EAVE VENT (SQ. FT) (SQ. FT.) • 0 809 5.39 20 0.98 20 25 - - - 3.0 6.48 R90511 UNDERPAYMENT FOR ASPHALT SHINGLES, CLAY AND CONCRETE PIE, METAL ROOF SHINGLES, MINERAL-SURFACED ROLL ROOFING SLATE AND SLATE TYPE SHINGLES WOOD SHINGLES, WOOD SHAKES AND METAL ROOF 1. TOTAL VENT AREA CALCULATED AT 1/150 OF TOTAL AT11C AREA. PANELS SHALL BE APPLIED IN ACCORDANCE WIN TABLE R90511(2) AND ATTACHED IN ACCORDANCE Him TABLE R905.11(3). 2 00492 SQ. FT NET FREE VENT AREA PER(3 2 0 VENT BLOCK 3. 0125 SQ. FT NET FREE VENT AREA PER LIy FT. 4 0. OF ROOF VENTILATORS. , (0347 SQ. FT NET FREE VENT AREA PER ROOF JACK) • �Ro Ewa tiLA `�j ZVELT ENGINEERING DESIGN, PLLC o' c 'Ii'tf .f C. Structural Review 2019 17 H A it r Udfri This review is for general conformance to the • 7/ ;I' 1 structural design criteria, red lined mark-ups, -p0 ) 52184 ,, � concept and contract documents. e��I` ONAL C.- By 9 Job#: AOS/'1 '-1.8 Date ?/a/.Z019 EXPIRES: 07-07-20 ROOF PLAN ��, CITY OF EVER ETT " .. scale 1 /4" = 1 ' A08-0" REVIEWED FOR PERMIT