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WALL FRAMING PER PLAN,
<br /> ----IL-7/ SHEAR WALL WHEE OCCURS fillelibliNrili
<br /> P.T. SILL R & ANCHOR BOLTS PER
<br /> SHEAR WALL SCHEDULE & NOTES (2) 4 TOP "`' '� A III s..
<br /> 8" 2500 PSI CONC WALL r' ,r
<br /> .:,,,,,it::;-
<br /> CENTERED TO FiG PANEL EDGE NAILING PER SHEAR 4 �
<br /> ,,,,, 'll:;",i-\!::_...,_
<br /> w/(2)-#4 TOP WALL SCHEDULE OR NOTES }
<br /> #4V 0 12" O.C.
<br /> #4H 0 10" 0.C. - lir\
<br /> � ' ♦ ALLO$'ABLE BUILD/NG HEIGHT ELEV. 134.19' ,
<br /> •
<br /> ' o
<br /> 'n
<br /> `l
<br /> °. . 11. i- SIDING, GUTTERS, WINDOW TRIMS, ROOFING HAVE TO MATCH EXISTING - �' `
<br /> s -flJ
<br /> o f •
<br /> SLAB-ON-GRADE d I- ACTUAL BUILDING HEIGHT _ rn
<br /> PER PLAN ; -I - ASPHALT SHINGLES PROVIDE: Q ti
<br /> T/SLAB �'. i - o
<br /> 1. 15/32" APA RATED PLYWOOD OR 7/16" OSB APA RATED N
<br /> l SHEATHING; o 0
<br /> a �p 2. USE CLASS "B" OR BETTER MATERIAL; >" c - O
<br /> 3. STORE PRODUCT FLAT; N EL O
<br /> ♦ ......
<br /> :>1 :_ a.';, :,. ..:.,:. o� - 4. DO NOT INSTALL ON WET SURFACES; Q
<br /> = IIIIII I!i� I I- 5. PROVIDE NON-PERFORATES 30 ASPHALT SATURATED FELT
<br /> =III=II=1I1= = I-
<br /> ON SHEATHING;
<br /> # co
<br /> cm at
<br /> \ 1 I I-�I I 1 ' [1. � 0 'I I. .III - 6. USE CORROSION RESISTANT FASTENER MUST BE LONG
<br /> v •
<br /> I ir);11....,so I` ENOUGH TO PENETRATE AT LLEAST 3/4:INTO SHEATHING. �" a� ct
<br /> 4.o �� ./ R 0
<br /> A a • _♦ ♦ ,11 ,1 I O
<br /> RI
<br /> m' dP� ° FIG DRAIN �° ELEVATION NOTES .=
<br /> FIRM AND UNYIELDING NATIVE
<br /> II (-- A 4
<br /> SOIL OR COMPACTED STRUCTURAL 2.-0" I 2500 PSI CONC FTG \ Cl-f X C�
<br /> FILL OR PER GEOTECH REPORT W/ (3) #4 CONT (04 -
<br /> tn EGRESS - 1.ALL EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE U o
<br /> FLASHED AT THE HEAD WITH MIN.#26 CAUSE Q
<br /> CITALL STEM WALL CORROSION-RESISTANT METAL BUILDING PAPER TO BE N- - - - _ _ _ _ _ _ E--MAIN FLOOR ELEK 100' LAPPED OVER HEAD FLASHING, TYP. USE "MOISTSTOP E-Z
<br /> scale : N.T.S.
<br /> ---- SEAL" AT PERIMITER OF DOOR AND WINDOW OPENINGS
<br /> - ---- - - - INSTALL PER MANIFACTIRERS RECOMENDATIONS AND IN
<br /> Illse menu item Settings>Pr npaTitleBlock Title searrRWwlshea0SC tape:1 -1 ACCORDANCE WITH IRC;
<br /> be set these five lines of Information Job#: Daacmr. Pis Date. 29 AUG 2019 ./
<br /> for„a„program, 2. FLASHING AND COUNTER FLASHING TO BE MIN. 26CAUCE
<br /> '9-'� I -_ OF CORROSION-RESISTANT METAL, AND SHALL BEI
<br /> 5
<br /> This Waf in Fite:d.twit icbs120191N7-128 a ereCadditim Nadimirktonch k Niconcrete wafs119 O
<br /> Rebavt.i•11,•7-=om.ai,a411-1�1/.,2 i INSTALLED IN COMPLIANCE WITH IRC;
<br /> certsero:Zvee22I1,dtteerltlt.1 Design.PLLC Restrained Retaining Wail Gone, Bd2015,ACt3i814,Acts�ols - 3. FLASH AS INDICATED AND REQUIRED. FLASH ALL ROOF
<br /> PENETRATIONS; -
<br /> Criteria I [Sour Data ---
<br /> Retat:,dtre 550R Asawr2oieearrg 1, gpsr ,: I 4. ALL ROOF VALLEY FLASHING, STEP FLASHING, WALL n
<br /> Waft heahtepin = 6.00ft AailvaHeelPleasur5urekte0sod ROOF FLASHING SHALL BE GAKVANIZED OR 160Z COPPER. 1 N rail was tiepin 6.0O ft A2 rest Heel Ftb5allre = 35J1 pa!!it - -
<br /> T� t, t = 4So,r _ 400.0 P�+t I _ _J No COPPER FLASHING SHALL BE IN CONTACT WITH OTHER 0
<br /> Sol Density = 110.00 ptf '.. . AVERAGE GRADE ELEK106.19' Q
<br /> Slope d3ehMwal = D_oo PooUgiisoiFrkticr 0.350 i - --- METAL. IF CONTACT CAN NOT BE AVOIDED USE
<br /> ♦ E-LO{�ER FLOOR ELEV. -
<br /> tieyntaf3MovvxToe = 12.00 In sail he,dMtol�ote _ _ _ .. - ____J _ _ PERM-A-BARRIER AS AN ISOLATOR PROVIDE FLASHING W
<br /> tor
<br /> passive
<br /> J5 ep`e'sure = D°° "' E-GARAGE SLAB ELEV. I,__ - 105.66' WITH DRIP STRIPS ABOVE ALL WINDOWS AND DOORS;
<br /> \--PROPOSED GRADES --,
<br /> ThunnbnaM. � CD CY)
<br /> " I - _ ^HOUSE ADDITION I EXISTING HOUSE / I--- Q
<br /> Surcharge Loads I Uniform Lateral Load Applied to Stem �AtfjacwM Fooling Load �0�� I' `t d-
<br /> _ Q I I I
<br /> _-
<br /> Surcharge Used T desLat Skim.Overton Lateral Loed Q 210 re A acent Footing Load = 0.0 ris --
<br /> Surchatge Over Toe = 0.0 pot _Heim to Tor _ 3...0 ft Eccentricity
<br /> Sty = 0 00 fn ---------- n
<br /> _ es
<br /> NORTH ELEVATION N
<br /> NOT Used tar Sliding&OverM aKl Height to Bailor 0 OO ft Walt to Fig CL Dist = 0.W ft -1\ E-GRADE 1► 1 1/
<br /> Axial Load Appled to Stem Load Type = seismic tE) footing Type Line Laid /�
<br /> Arabi Dead Load - 393.0 IDS ta'oengtn Level Base At, et0s Sol > D t1 A scale 1/4' = 1 -0
<br /> Mal Due Load =a 393ES.0 IDSlbs iN nd on F�osed Stem= Q,0 f at back of V:lalt )
<br /> Mal Load Eccentricity = 0.0 inP1>fsstars ratio = 0.300
<br /> Earth Pressure Seismic Load \ Kh Soil Density Mu6plfer= OM Added Mimic per urt ems 0.0psi I I I
<br /> Stem Weight Seismic Load ‘Fpr WPWeigra Malt tiei a 0.000 p Added seismic per te t aiea a 0.0 psf Ne' N) Li
<br /> [Design Summary II Concrete stem Construction
<br /> Total Bearing Load = 2141 lbs Traceless = 8.00in Fy = 40,0 0Pst >
<br /> _est/tare err. = 1.10 in WaA Weigh= 1flo.0pat fc 2,500psi CD
<br /> W
<br /> Sell Pressure 0 Toe = 1,384 psi OK Stenl n FIXED to toy c ta°ttg
<br /> Sall Pressure Hee = 777 pal OK
<br /> AllowbPir
<br /> eisure Less Than Allowable ig Top Suppoet MTop Behtmen
<br /> &Sase a Base of Wi t
<br /> ACt Farlded pp Toe = 1,964 psi it.m on Sam on Seem on
<br /> ACI Factored Heel = 1,129 psif Design Height Above Fti = 4.500 2.60 ft 0.03A
<br /> Fmtaig Obear a Toe a 2.6 par OK Reba Sine = a 4 # 4 aA 4 W
<br /> Foor,41Q Shea wrers = 12 psi OK Rebar spacing = 12.00 M 12.00 in 12 0O1n J
<br /> Allowable = 75.0 psi Reba.Fla tad at = Center Center Canter
<br /> Reaction at Top e 211.1 Ms Reber Depth'd a 4.03 in 4.00 in 4.03in
<br /> Reaction at Bottom = 5935 Os Design Data
<br /> STirfinc SCAN My Ratio = 2.14 OK !b'FB•fa5F2 = 0.010 0-129 0.2E8
<br /> Sitting Cedes M.L..Aetuat a 23.4 fttt 2970 ftfi 616.911-11
<br /> Lateral Sliding Force = 083 5 iS Mn•PM.._.Nto5vade a 2,3055 We 2,305.6 it-is 2,305.6tt-a<
<br /> less 10094 Passive Force=- 57221bs
<br /> less 10016 Faction Force= - 749A tie Shea Force CI this height _ 2927 TM 773.1 lbS
<br /> Adds Force Req'd = 0 0 be OK
<br /> _..rot 1.5 Stability = 0.0 ties OK Shea....Aduat = 6.10 psi 19.11 psi
<br /> Vertical component d active lateral soil pressure IS Shea_.M r v is = 75,03 psi 75.1kP01
<br /> NOT w,sdered ntt a calWatkn of sot hexing Other ANone Spec'ble Sites&Spec ASSEMBLIES
<br /> GABLE VENT 1.5s F
<br /> Toe:None Speed -or- NaLrL'dd:Mu.phi`5 t4mbJasgrtifey'Sm
<br /> Load Factors noel.Nana Speed -or- Not rebid.Mu.pbillanbda'sg4(ic)'Sm
<br /> Building Code IBC2015,t,CI Key:Nakey dinned .or- Nokeydinned Q
<br /> Dead Load 1.400
<br /> Use Load_ 1.700
<br /> Earth.H 1.700
<br /> Wind,W 1.300 ROOF CONSTRUCTION:
<br /> Sois'``e 1 C
<br /> "0 *COMPOSITION SHINGLES INSTALL PER MFR'S SPESIFICATIONS;
<br /> Use menu Item Settings>Printing a The Block Title riew RW WTSlab'SOSC Page:2
<br /> totrotifwsefirehne,a1kifoentation Jab#: Dsgrr ps Date: 29 AUG 2019 *30# BUILDER'S FELT;
<br /> for yos r program. Description_..
<br /> 19-128 * 1/2" SHEATHING
<br /> Des Wall in File:d:levelttot512 0 1 911 9-1 2 8 everen-addton vladmirleenchik trzoncete wattssl9 * TRSUSES @ 24"0.C.;
<br /> R.tanPro jo]1edr.2016,Build 11.11.11.12 C)
<br /> licenseW46061tEngrrreeringDeslgn.P[Le Restrained Retaining Wall Code:IBC 20t5.ACi318-14,AC1530-13 * 5/8" GYPSUM WALL BOARD;
<br /> Concrete Stem RebarArea Details * VAPOR BARRIER- PVA PRIMER; 'it .
<br /> Top support VerticaRenicrcn lsomi g Honze tilRenng * INSULATION PER SCHEDULE; N
<br /> an Pt:intent):(based applied rltent): 0.0021 inn _ UPPER FLOOR T,PL ELEK ♦ CO
<br /> Mai'As: 0.00281n2111 Min Stem TbSRekif Area 0.9t14et2 * CARDBOARD BUFFLE AT ALL EAVES, RIDGES, AND WALL
<br /> 2000d'ry:200f12)wy+000D: 024 M121t t;+iitslem Taft.Reef area peril arrant ttegrn:a.l92 rtzm VENTS TO MAINTAIN 1" CLEAR. AIR SPACE ROM ROOF _ -- O CVO 0.0„..,..0 0018(12118): 0.1728 In2m Honiaetat Reinforcing Opt era::
<br /> One layer a: Teo layers of SHEATHING- SEE DETAILS.
<br /> Required Area: 0.1728 kt211 1.422 12.53 In #40 25.00 In
<br /> Provided Area: 02 i1211 1153 1928 In #50 38.75 in 1-
<br /> Mlrmrrn Area: 0.8125 iron 27.50 in #M MCC in WALL CONSTRUCT ION
<br /> Minas BebrsenErre Viatica Reinforcing Hone.adRenfoi erg * SIDING PER ELEVATIONS; "- o Q Cs
<br /> (Wised an applied Moment): 0-027 koala I ........
<br /> ■ ■
<br /> (4r3t•As: 0.035rri2m Win siemTBS Reid Area o,364ki2 * 7# BUILDERS PAPER OR 60 MIN. PAPER; oz.
<br /> W W
<br /> 200tiaa':2t10t12)14y4000D: 0.24 kt21R Mn Stem T6S Reef Area peril or stern Height:0.192 t1211t * " �4
<br /> o 00111d11:0001ei171te1: 0177e Wirt Horizonte Reenor ndoptions1 2X6 WALL STUDS AT 24 O,C, AT EXTERIOR U.N.O.; SG. --I
<br /> I-
<br /> RequredArea: 01728irem- One layer Ton�l.,,a'2.00in * 2X4 WALL STUDS AT 16"O.C. AT INTERIOR U.N.O.;
<br /> �A = 02in2ft Oa19.38in #5fp38.75it * SOLID WALL SHEATHING AS PER SHEAR SCHEDULE; Q Provided
<br /> k4amttrn Area: 0.612em21tt frt227SOg1 f1*.1C.55.00m * INSULATION PER SCHEDULE; o
<br /> Base�:Dvart Verbal f�1 Ausrg FianzontaP Reinforcing
<br /> _ E-k4IN FLOOR ELEV. 100' ♦
<br /> As(based cmappR®drtorriert): 0.0559inQ/rt 1/2" GYPSUM WALL BOARD;
<br /> (413)•As: 00745ht2111 llkkn Stem T83 Reed Area us00tna * PROVIDE 15# FELT @ CORNERS; - _ - - ♦
<br /> 200bdify:200(12)(4140002: 0-24 inn Win SIeml&S Reef Area per ft la Stern l#ethl:0.192 in2111
<br /> 00018bh:00018412)(8): 01728Inn HddzonlalRenfbrcingOptleits: * PVA PRIMER - ALL WALLS
<br /> a*_ Ore law of: Teo layers or. _
<br /> Required Area: 0 1720 In21ti eta 12.50 in 1rdtg 25.00 in
<br /> Pmvidtvi Area: 02 kt2lft Sria 19.38 It #50 38.75 in
<br /> M mas/1 Area: 0.81281rt2M 27.50 In #60 55.00 i1
<br /> Footing Strengths&Dimensions I LFaoting Design Results FLOOR CONSTRUCT ION 6" f
<br /> Toe WeIIh' - o.a.6 .L31f: CONC. WALL
<br /> Heewdth = t.33 FadaedPre,a = 1,961. t.29psi * FINISHED FLOOR PER PLANS AND SPESIFICATIONS; _
<br /> Total Fddmcutela ' Z°° ",�.upward = 473 272ft * 3/4" TONGUE-AND-GROOVE PLYWOOD SUB-FLOOR GLUED -
<br /> Fooing TWtlmei5 . 10.00 in Mat:Downward = 73 :245114A -
<br /> Mir.Detiat = 347 -2sa.# AND NAILED; _
<br /> Key Depth = 0.00 in Actual 1-Way Shear = 2.61 122 psi _
<br /> Key Distance iron Toe = 0.odft Allow l.Wny Shear = 75.00 750O psi * 2X10 FLOOR JOISTS & TJI PER PLANS; --_
<br /> ft - 2.5000 Fy= 40.0(lOpsi * INSULATION PER SCHEDULE ON SHEET A01&A10
<br /> Fooirg Concrete Density = 150.00 pet M-n fooling T&S reef Area. 0 43 ire
<br /> Mot.As% =(�S tamstamsMin dootng TSS rein(Area per foot 022 ire oft
<br /> Lcover @ Top - 2.00 in tin ti t 3.00 In one Payer o1 hortontan tors: If Ne layers d ndnzamct bars: --
<br /> *40 11.11 In #1®22.22 in
<br /> GARAGE SLABELEV
<br /> eta 1722 it R5�.34.44 in
<br /> 20 9-17-HA
<br /> a60 24.44 m ti6(g 48.69 in
<br /> ',summary of Forces on Footing: Slab is NOT providing sliding,stem is FIXED at footingI 08.23.2019
<br /> t•utcee acavg un tuutin tut sluing A soil plessulo..,.
<br /> Sliding Forces Lead B(Moment 5tnunary For Footing:Far SOU Pressure Cates
<br /> Stem She Top of Footing- -477.7 tbs Maned all Top of Footng Applied from Slam = -382-Safi
<br /> Heel Active Pressure = -185-8 Surcharge Over Heel
<br /> EXISTING HOUSE HOUSE ADDITION planning review
<br /> Sliding Force = 663.5lbs Adjacent Fooling Load a bs it ft+tl - . - - .
<br /> Anal Dead London Stern = 781.0 in 1.00 ft 781.01143 -0-
<br /> Net Monett User For Sal Pressure Cal cua5em Soil Over Tee .= 73 3 its D 3111 244-041 �
<br /> 196.0 rt# Stern Wei area roe = be ft ft-it NO WORK IN THIS AREA '
<br /> Stem Weight a COO be Lent 87228 i 1 ,.
<br /> Soil Over Heel = 403.3 bs tent 872.2nfi / / °6+' '�
<br /> Footing Weight = 2'001bs 1.00n 250Oftfi 1'f`
<br /> Total Vertical Force c 2141.0 Its Base Moment* 1.945.0Rfi
<br /> w �f
<br /> '1, ,menu Item Settings a Printing&Tale Block Tit* 8"16'@"RW W,SIabt50SC Page:3 ��,f �J
<br /> to set these ttve tines or information Job a Dsgrr: Oa Dale. 29 AUG 20 t9
<br /> A'.:
<br /> for Poor Megrim Desaiplial.•.. .- v.
<br /> SOUTH ELEVATION ��,...sp s21e.
<br /> This oral In Fie:trivia ktbst2017.19-128 evereAaditon vladmk!concha tskencrete watsil a 11 1 11 S V�_ � A09
<br /> Rebne1.1.119a7-2016,su11 11.16.11.12
<br /> scale 1/4 = 1 -0 �
<br /> Restrained Retaining Wail Code:IBC 2015AC1 318-14.ACI 530-13
<br /> cene :aroc dripneeting Design,PUG
<br /> Verdes tompoun!of alive 4lteral lot pressure m NOTdanided in
<br /> EXPIRES8S8 - 7-Gill De calculation at Snp Resistance.fid
<br />
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