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<br /> REVISIONS BY .
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<br /> GLAZING SCHEDULE 4016 Hoyt Lower Residence _
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<br /> ROOM 1#OF WND. WND. MANUF. FRAME WDW. MODEL AIR GAS LO-EJ-VAL AREA • ON • '
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<br /> WNDE W. H. (2) TYPE TYPE NO.(2) GAP (2) (2) (1) (2) S.F. (2) -_-___ , -__
<br /> LOWER FLOOR cc ••
<br /> kitchen 1 6.00 6.67 CASCADE vinyl S.G.D. 9700 1/2" arg yes 0.27 40.02 10.805 c=szi
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<br /> bedroom 1 1 6.00 4.00 CASCADE vinyl slider C9100 1/2" arg yes 0.28 24.00 6.720
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<br /> GLAZING TOTAL: 64.02 17.63 W
<br /> DOORS WITH MORE THAN 50% GLASS N ---119 -r--. (R 1 -T -- 1- '..v.,/s\--rie.-DAN - ,r/NJET c K A ) ,----• L. _.....-- VAT I C)
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<br /> DOORS WITH MORE THAN 50% GLASS-TOTAL: - -- eAi_.fa ', Vifil = i I-e," I
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<br /> AVG. U-VALUE (VERTICAL GLASS): 0.27 ' In v e co
<br /> SKYLIGHTS AND SKYWALLS gi SI lei 1:', •
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<br /> SKYLIGHT TOTAL: 4.
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<br /> AVG. U-VALUE (OVERHEAD GLASS):
<br /> AREA UA
<br /> I 64.021 17.531
<br /> TOTAL 1 TOTAL 2
<br /> GLAZING % = TOTAL 1 = 64.02 S.F. = 0.08 = 7.81%
<br /> HEATED AREA 820.00 S.F.
<br /> AVG. U-VALUE= UA TOTAL (TOT. 2) = 17.53 UA = 0.27 U-VALUE
<br /> AREA TOTAL (TOT. 1) 64.02 A
<br /> *THESE WINDOWS TO HAVE EXTERIOR AIR PORTS FOR FRESH AIR ACCESS.
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<br /> - - - ELEVATION NOTES: ,.,•
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<br /> 0`.X.42-5/ . TY E A rils)
<br /> 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN &SCHEDULE
<br /> . PRIOR TO INSTALLING SIDING. .. iiimo
<br /> • •---(.7: e2. OVER j7/1(.0" -
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<br /> , 1 i 2. CAULK ALL EXTERIOR JOINTS& PENETRATIONS.
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<br /> ( 3. PROVIDE WEATHER STRIPPING& FLASHING AT ALL DOORS&WINDOWS 41% mile-
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<br /> --0 ' 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING & t
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<br /> , ,,,, _, , N.or Civil&Strudital Engineering COUNTERFLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS, &SKYLIGHTS. - t
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<br /> ,--,' ---' a, 19828 781h Ave.W.ISA, Lynnwood, WA 98038 5. PROVIDE CONTINUOUS GUTTERS& DOWNSPOUTS @ ALL EAVES, TYP. -1 MI
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<br /> • , , 46ALE% WI 7111-OH I Office(4Z)778-2793 weraireed-assoc.com 5. ' 1 ii il I ii
<br /> (..41/41-. , Act --I -4: c 0 ., •
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<br /> GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2015 EDMON,OR 'WIND DESIGN CRITERIA: •
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<br /> fi,f-v-4-129c,4 a• • ii---) ,,z- - , OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. RISK CATEGORY: II •(1) ,,>,. U..
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<br /> --. 4/V' a v '1 giL, _j_er•_ , -.,,_ DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. • ULTIMATE/NOMINAL DESIGN WIND SPEED: 110 MPH/85 MPH NOMINAL . istwai egt , .
<br /> INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS WIND EXPOSURE: B CD iliaa e .
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<br /> / 11 1 . --- 4. FiJR.P-11,16.182-4-0 . - REQUIRED BY LOCAL JURISDICTION. INTERNAL PRESSURE COEF. +/-.55
<br /> -_-_ 6.,.\LA.44-r e,c..14,-e.- , it. _1-.4/..fz-1.1 ikiGuL. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR COMPONENTS&CLADDING: 16 PSF(min) -
<br /> • METHOD: ASCE 7-10, MWFRS ENVELOPE PROCEDURE 021) ›N t., ... .
<br /> FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE
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<br /> COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC OCCUPANCY CATEGORY: II .• ..
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<br /> MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8'LOOSE LIFTS AND COMPACTED TO A MINIMUM OF SEISMIC DESIGN CRITERIA:
<br /> • -.)e-, Co 601•-14-.grE1-1 - - It4.e P7r, w/ 1-1/2-r 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURE USED:SIMPLIFIED(ASCE 7-10, 12.14.8)
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<br /> L.L. 4_ F.T.,,, . . , pip ,p,i,,r- Hops PROCEDURES. .11:7
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<br /> ._.„) " C CoY Co CONCRETE fc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 IMPORTANCE FACTOR, 1 „,.
<br /> 4, ,‘ RISK CATEGORY,II R=6.5
<br /> GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4. SEGREGATION OF MATERIALS TO BE
<br /> • -Al 11 OCCUPANCY CATEGORY: II Ss= 1.25(CURRENT USGS) , cD 6
<br /> 4 (01-14. , [ oki°) ,, PDCoCo PREVENTED. • SITE CLASS,D Si=0.40(CURRENT USGS) •.
<br /> . . r---- - -PE.S. r L-tb\kJ REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE MINNA ,
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<br /> SEISMIC DESIGN CAT.,D Sos=0.83
<br /> .17 . L. GRADE 40,IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL
<br /> G.L.. . . 1 ' c., CONFORM TO ASTM A-185 AND SHALL BE 6X6-W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. SEISMIC FORCE RES.SYS A15., SD1=0.43
<br /> DESIGN BASE SHEAR= 3,868 lbs Cs=0.13
<br /> .. /, •"\--`,/,&•:;. : TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
<br /> 1 ,.\2's\N- , • 4.0• _ _ - 1\ , BEAMS AND POSTS(4x_AND GREATER): DF-L#2 ROOF SNOW LOAD CRITERIA:
<br /> FLAT-ROOF SNOW LOAD=
<br /> SNOW EXPOSURE FACTOR= 25PSF ' ' 1 ‘mm'''' •
<br /> ' till g-10 P-let• , • JOISTS/STUDS(2x_): HF#2/STUD 1.0 • -
<br /> 1 Ex.F-Tc/. SNOW LOAD IMPORTANCE FACTOR= .80 - ,
<br /> roAvi 11.4Gui_ . GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) THERMAL FACTOR= 1.0 f
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<br /> PSL BEAMS 2.0E 8,-;;,i1.2-11-1.5,11.-c,••,-S 1,4,' 1 l', Date (0 -. --.:1 i
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<br /> 2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"VVWPA GRADING RULES FOR WESTERN LUMBER", (42i)
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<br /> LATEST i•EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH'THE T.P.I.AND THE IBC. ALL .i.... 4. •- Scale AS 407E.P.•,,
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<br /> CONNECTIONS PER IBC TABLE 2304.10.1. ,, ','' `)- - r 1:".:•Vr,,-.V•-'
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<br /> I, . /6\ _, 1, 5 -_,C:1 I C) - PLATE WASHERS TO BE 3"X 3"BY 1/4"AND SHALL EXTEND TO WITHIN 1/2 INCH OF THE EDGE OF
<br /> THE BOTTOM PLATE ON THE SIDE(S)WITH SHEATHING. ANSI/AF&PA SDPWS 2015-4.3.6.4.3-
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<br /> ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32116)OR 7/16'OSB SHEATHING NAIL ALL SUPPORTED '4
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<br /> - ex-A•1--E. : ;x4-,1 =-- II-o EDGES AND BOUNDARIES WITH ad AT 6"0.C,AND INTERIOR SUPPORTS WITH 8d AT 12"0.C.;BLOCKING NOT 4 0,1"7,--' ,. •44 ti ,'.• ',,1-,(,s41,12T ,. '
<br /> 1 m ' ---'' r;*-'''' '1 :1//,-'L -4 1 Job ..
<br /> REQUIRED. l' TY_Zeit, ''... f/ -'
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<br /> FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL i, ii' .-..-„1- -' „ * ----‘1 -
<br /> SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"0.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"0.C., ; ;-,.i %,.., i y . c c.f.i. ,,,,,,,•>
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<br /> BLOCKING NOT REQUIRED. f
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<br /> MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR
<br /> SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS CITY OF EVERETT 40)-Ay-,if
<br /> HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER REWED FOR PERMIT
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<br /> MANUFACTURER EVI Of
<br /> S RECOMMENDATIONS.
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<br /> 24X3e CLEARPRINTe
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