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Permit File BLD-2020-0104 3850 Rock Ridge Parkway
DESIGNED BY PROJECT DESCRIPTION PROJECT INFORMATION MIKE TRAFTON SCALE LL NEW SINGLE FAMILY RESIDENCE CONTRACT DATE: PROJECT ADDRESS:ZONING TYPE: R-2DATE r@pw7-\\- 00/0 /2020 3950 Rock Ridge ParkwayFEB 2 k 2020 Anacortes, Wa. 98221 Z"GL) CITY op aNACORTE° PARCEL# P134326 CODE COMPLIANCE ��.: - ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND - ���~ PLAN AREAS ORDINANCES AND THE FOLLOWING: �' ,---", CD - 2015 INTERNATIONAL RESIDENTIAL CODE MAIN FLOOR 1 ,672 SQ.FT. Lis 6 2015 WASHINGTON STATE ENERGY CODE (1)- 2015 UNIFORM PLUMBING CODE BASEMENT 1 ,025 SQ.FT. W NE _ - � ■ �� 4 .. ... '.� TOTAL LIVING AREA: 2,697 SQ.FT.DEFERRED SUBMITTALS I -� - l GARAGE 471 SQ.FT. i I _¢ ��- )17:3 ' li ,a. COVERED DECK 437 SQ.FT. MECHANICAL HVAC SYSTEM DRAWINGS ..ai �ta1111 � -4 ELECTRICAL POWER DISTRIBUTION DRAWINGS lt)♦�' NATURAL GAS DISTRIBUTION DRAWINGS PLUMBING DRAWINGS ROOF TRUSS DRAWINGS / CALCULATIONS ai FLOOR JOIST DRAWINGS / CALCULATIONS ifLANDSCAPE PLANS Lmm LIGHTING PLANS � CABINET SHOP DRAWINGS - CUSTOM HARDWARE / BRACKET SHOP DRAWINGS FIRE SPRINKLER (IF APPLICABLE) FIRE AREA: N/A 3,605 SOLAR PANELS (IF APPLICABLE) FIRE FLOW REQ. = NIA ,750 ELEVATOR PERMIT (IF APPLICABLE) �~ ,. . _ L. NEAREST HYDRANT = r��lE Cu - L. o DESIGN INFORMATION ... kwaHYDRANT: N/A 7S/J �� ��� N BUILDER: STRANDBERG CONSTRUCTION, INC. U P.O. Box 319 �� 3 II moir . FLow TEST = N/A CITY �F ANA�ORTES ANACORTES WA 98221 1= - 0 1 ilk ANAL 3 7431 PLANNING & BUILDING DERT;° oEs PROJECT TO HAVE FIRE APPROVED PLANS w a X 2 . . DESIGNER: MIKE TRAFTON - STRANDBERG CONSTRUCTION INC. N SUPPRESSION SY up ^�ZD I o y o m° o ° m MIKET@STRANDBERGCONSTRUCTION.COM � / OR HAVE HYDRANT ACCESS 305U i ck tzar. 6,4 221 = 6 c } TO MEET CODE ADDRESS: m a ¢ a 3950 Rockridge Parkway, Anacortes, Wa . 98221 "7 APPROVED-By: y/ - >, COMMENTS REVISION TABLE SHALL NOT BE AL INSPECTION. APPROVEDAUTHORIZATION. CO PAGE INDEX SHALL NOT BE ALT INSP CTNiitiHOUT AUTHORIZATION. PG# TITLE PG# DATE DESCRIPTION Lca _ 0 N z N 03 COVER SHEET �' Cl SITE PLAN C2 STORMWATER BMP'S w ° C3 CURB , SIDEWALK, AND DRIVEWAY 0 o cz Al ARCHITECTURAL NOTES o I A2 FOUNDATION PLAN a)co LO A3 FOUNDATION DETAILS aoo< i <m k A4 BASEMENT FLOOR PLAN 0 U U ZN.LL OLLZO UUQ)U A5 FLOOR FRAMING PLAN wg00 x o o� w=E 3KW< A6 MAIN FLOOR PLAN W %w� = x k_rca`o A7 ROOF FRAMING PLAN I Ewa=w QpU6 ix=wwwR0 o rUZ- �FNU' Q A8 ROOF PLAN wiE "9_ A9 BUILDING SECTIONS W a m Kw„jp z „ oWoo A10 BUILDING SECTIONS O g =c=wo EXTERIOR ELEVATIONS U =ova npii A11 ZpwZa U ¢Ow of Al2 EXTERIOR ELEVATIONS m'= _§o.OWNER APPROVAL a A13 EXTERIOR PERSPECTIVES I it A14 EXTERIOR PERSPECTIVES u INITIAL t S1 STRUCTURAL NOTES PAGE# w z S2 ENGINEERING INFO BASEMENT PLAN zu PAGE S3 ENGINEERING INFO MAIN PLAN 1 of 21 is DESIGNED BY • ,/4/1♦ MIKE TRAFTON PROPER •ORNER SCALE CF Ntt ' , 444.5ELEV. 1/8" = 1 ' U.N.O. 411 =A DATE 00/00/2020 "ma`s ..„ ,/41 =, �` ir � \y\ � Z� Z( Z/y'�.,,., . . . Rock Rldge Summlt 1 ' � SD STUB • ` / • 444 443 442 LOT 15 J Q" API • 44, 1678 sf i � ' SD . � _ aa6�5 440 ;92tockRud9e0 ZCD i -- 447 439 l (� y • aazsrVl Ira yy� 438 ark�/ay • • He ' -___________ / . \ ' •��' {, I Enclosed Living Area � W �$ WO • -� 448 , moo, �► 437 y 2,697 sf 44t9 �T \ 436 �� ' \ 7 i ID .0 ,tTT&t1Ntt-CycIt" / C .a 43 • J{66' }4 \ \pR akorMAX.HT.17.T FROM JLv�•1P .. li� �plti�, �T -�� ),(f� "' �S�R 1 1.)i° /7/ HIGHEST -l:.!:!.�:�:!:!:ly� /� S POINT OF PROPERTY 450 }� ' ' ','.� � MAIN FINISHED FLOOR: 451 .0'i 433 EST.AT 450.0' '_'��'�• 'lit ', 1• \rC4' s . J J te i i PI •aretaL..;..;.... ( J � ' •�%a::4:!' � AVG. ORG. GRADE: 443.56 1 _ moo' "F SEE PAGE C3 FOR ws�iv �1.-!'vw'••C!•�.' 1milmi AIZ Ai:co 414.�4.4��>.4•4•1 's 452 ( --_________ C O �r�i t•i•!'vi Si•:y;!!r'� * \ �Iu ,Fe, _A i 411, ,* al" �•, MAX 20' ��;!::i:'���tyl.ya + DRIVEWAY _rtif WIDTH P t:,l:tlL'}4• !• : ari 43 O _ - __ \•� • !•_ I .1 389 SF / EOSSTANDARDS. ii.!'i�:•,;•.i�:i�'rf — • !7 r•:�l l !:i!'•�lii �i 5%DRIVEWAY 5 f!I/ STORM AND 'j I s`�`�"` -- ��!!!w!�l;.gAlt GRADE r — 1%, i .i..•,�...�.• •vi•:••.r �� SEWER PUMP '* � c..li/i �r<,, �. r 1 t LOCATION '\ y 1 '••�• y4 2 CAR GARAGE 4 ,FINISHED FLOOR: 451.0' ��\ ` v P• % •ERN . ' . ' 451 r 451.0 ELEV. AI f �\ �� 6 • \\ 73 N ` • OD N Ittle CATCH AU, I // Ci/ �, \ w �' o 11111 BASIN \R IhaltC �\ \ �l► wm Allyit:' ,� ♦ SUBDIVISION \ aMF pie w o �� 452as /, i / G«7 /` �\ • SLOPE LOT # 15 ,:,,.,<<.;,(• e,� \ o li o� o o W N WATER Ina t Cm • / \ • 0 \1::::-:-rc ' ROPERTY CORNER I M o_ ¢ a_ M .• METER& SOIL STOCKPILE— 1� — — \ lib lVALVE [.I7 -- � FIRE HYDRANT#2 GAS 1'uS (T.B.D.) GPM SERVICE \'� �� @ 20 PSI - DISTANCE<50.0' \ \ /II t:::: :Iii ii 0 0 CV CO a s . i - CO N J W NOTE: pRo • if `° I 1 1 l 1I IH1 CO - CLEAR G LIMIT TO BE EN �E LOT R� ,\ ���, d � o = 2p,e 2p,p„ N/ W � STANDARD HIGH VIZ. CONSTRUC ONlai /CO/�G J _ FENCE TO B STALLED WHERE HIG • VIZ. g ' Kr , ` ACK il rn SILT FENCE N/A. \ / J� 0 W O UT AND FILL AREAS a BE ANYWHERE OUS• , / (� D. VEWAY, OR PATIOS LO. •TED. CUT A D FILL ' / Qw APP"OXMATE, DEPENDENT FINAL G' • DING. �� Q < o,[ a LL -CONCR' E WASHOUT AREA LO .TED A 1 \\`� / a� DICK RID . DEVELOPMENT WAS •UT L• ATION. \•\ >� �-, CD / y\•, M 1 *\ i PROPERTY CORNER smpa W ` z. U \ WSw00 U y syz� ouzo UO¢> wgh 0 0. 1 Ow FO 1rcwa ) i 1 i aWUGvj N v) ywOf �kosE z � On Uya SITE PLAN NntiN • wwrcz ��U2� SETBACK & HEIGHT LIMITATIONS Q Q E5-11 SCALE: 1/8" = 1'-0" ,oEWP NOTE: SOIL TO MEET BMPT5.13 REQUIREMNETS 11 Clef z MINIMUM TREE DENSITY MAXIMUM FRONT SETBACK 20 FEET A za6�p MAXIMUM SIDE SETBACK 5/10 FEET Q LL <iyzo AIUCORiES MUNICCOE-1fi.50.0]0 NOTE: FINAL LANDSCAPING DESIGN TO BE A DEFERRED SUBMITTAL. < <zz Calculation of the Total Tree Units Required.The total number of MAXIMUM REAR SETBACK 20 FEET Z �o o�0 tree units required to be provided by a regulated project or tree FINAL LANDSCAPING DESIGN TO MEET ALL CITY REQUIREMENTS. MAXIMUM BUILDING HEIGHT 35 FEET z J o2 NpZU, conservation permit approval listed in Section 16.50.100 shall be (FROM HIGH POINT OF LOT) ;`;° calculated by dividing gross site area, minus any public or private PLAN AREAS w z m z Minimum Requirements #2 BMP'S ow§a street rights-of-way, by one the t housand Table 16.50.120(D).The result of the calculation will be the total number of tree units z a o< required for the project pproval within the building site. COVERAGE CALCULATIONS s§=< ® BMP T5.13: POST-CONSTRUCTION MAIN FLOOR 1 672 SQ.FT. .fow v LOT SIZE : 9,678 SQ.FT. TREES REQUIRED: 10 s SOIL QUALITY AND DEPTH SQUARE FOOTAGE OF THE LOT: 9,678 sf '^ ooFo . BASEMENT 1 ,025 SQ.FT. COVERED PATIO/DECK: 430 sf U) =r=,-. - LOT INFORMATION -. .•�_ C3 BMP C233: SILT FENCE BUILDING FOOT PRINT: 2,203 sf $�� LOT SIZE : 9,678 SQ.FT. .,, ROOF OVERHANGS GREATER THAN 2': 00 sf OWNER APPROVAL o CLEARING LIMIT AREA : 9,678 SO. FT. ` ' BMP C105: STABILIZED CONSTRUCTION BUILDING COVERAGE(27.0%): 2,633 sf . Deciduous Trees • ' e TOTAL LIVING AREA: 2,697 SQ.FT. ° MAX BUILDING COVERAGE (35%): 3,387 SQ.FT. Quantity: 3 " ''�� ENTRANCE/EXIT ALLOWABLE BUILDING COVERAGE (35/o): 3,387 sf 02 02 ACTUAL BUILD. COVERAGE (30.7%) = 2,203 SQ.FT. i g i ® STORM DRAIN INLET PROTECTION GARAGE 471 SQ.FT. WALKWAY: 65 sf wmu: o IMPERV. ROOF AREA WI OVERHANGS : 2,985 SQ.FT. s 1-40.20-00 DRIVEWAYS: 413 sf PAGER IMPERV. DRIVE & SIDEWALK AREAS : 413 SQ.FT. COVERED DECK 437 SQ.FT. ROOF OVERHANGS: 720 sf w TOTAL IMPERVIOUS AREA: 3,831 SQ.FT. �.�`�k"'h`%'0' a BMP C123: PLASTIC COVERING/C/24, C 1 TOTAL IMPERVIOUS COVERAGE: 3,831 sf V zii ti Quantity: Trees • TOTAL ALLOWABLE IMP. COVERAGE (50%): 4,839 sf PARCEL# 134326 = o Quantity: f ADDRESS: 3950 Rockridge Parkway,Anacortes, WA. s. a BMP C154: CONCRETE WASHOUT AREA PACE: ,,, IAi1,,`� _ CUT& FILL: cu yds OWNER: Strandberg Const. .. 2 of 21 ID BMP C1230: Surface Roughening © BMP C235: Wattles O BMP C105: Stabilized Construction Entrance / Exit BMP T5. 13: Post-Construction Soil Quality and Depth DESIGNED BY ry MIKE TRAFTON 6 Purpose Purpose Purpose Purpose and Definition SCALE11 Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity, increases infiltration, and Wattles are temporary erosion and sediment control barriers consisting of straw, compost, or other material Stabilized Construction entrances are established to reduce the amount of sediment transported onto Naturally occurring (undisturbed) soil and vegetation provide important stormwater functions including: E provides for sediment trapping through the provision of a rough soil surface. Horizontal depressions are created by that is wrapped in biodegradable tubular plastic or similar encasing material. They reduce the velocity and paved roads by vehicles or equipment. This is done by constructing a stabilized pad of quarry spalls at water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration; water 1/8" = 1' U.N.O. operating a tiller or other suitable equipment on the contour or by leaving slopes in a roughened condition by not fine can spread the flow of rill and sheet runoff, and can capture and retain sediment. Wattles are typically 8 to entrances and exits for construction sites. interflow storage and transmission; and pollutant decomposition. These functions are largely lost when DATE grading them. Use this BMP in conjunction with other BMPs such as seeding, mulching, or sodding. 10 inches in diameter and 25 to 30 feet in length. Wattles are placed in shallow trenches and staked along Conditions of Use development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only the contour of disturbed or newly constructed slopes. See Figure 11-4.2.14 Wattles (p.378) for typical Construction entrances shall be stabilized wherever traffic will be entering or leaving a construction site if are these important stormwater functions lost, but such landscapes themselves become pollution 00/00/2020 Conditions of Use construction details. WSDOT Standard Plan 1-30.30-00 also provides information on Wattles paved roads or other paved areas are within 1,000 feet of the site. For residential construction provide generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and - All slopes steeper than 3H:1V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches (http://www.wsdot.wa.gov/Design/Standards/Plans.htm#Sectionl) stabilized construction entrances for each residence, rather than only at the main subdivision entrance. household/industrial chemicals, the concentration of pet wastes, and pollutants that accompany roadside /zcn.oprior to seeding. Conditions of Use Stabilized surfaces shall be of sufficient length/width to provide vehicle access/parking, based on lot litter. Establishing soil quality and depth regains greater stormwater functions in the post development Zl� -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. Use wattles: size/configuration. On large commercial, highway, and road projects, the designer should include enough landscape, provides increased treatment of pollutants and sediments that result from development and - Slopes with a stable rock face do not require roughening. - In disturbed areas that require immediate erosion protection. extra materials in the contract to allow for additional stabilized entrances not shown in the initial habitation, and minimizes the need for some landscaping chemicals, thus reducing pollution through - Slopes where mowing is planned should not be excessively roughened. - On exposed soils during the period of short construction delays, or over winter months. Construction SWPPP. It is difficult to determine exactly where access to these projects will take place; prevention. - On slopes requiring stabilization until permanent vegetation can be established. additional materials will enable the contractor to install them where needed. Applications and Limitations - The material used dictates the effectiveness period of the wattle. Generally, Wattles are typically effective Establishing a minimum soil quality and depth is not the same as preservation of naturally occurring soil for one to two seasons. and vegetation. However, establishing a minimum soil quality and depth will provide improved on-site01) �� - Prevent rilling beneath wattles by properly entrenching and abutting wattles together to prevent water from management of stormwater flow and water quality. Soil organic matter can be attained through numerous Z -�' `�•`="a` .74.` - materials such as compost, composted woody material, biosolids, and forest product residuals. It isLa-._- _.�� .� passing between them. I{ ,a„....„.... ��=„J�..�jt a. r�or TO SCALE (J =.a a. p,3 ra ,_ F...0‘.. Design Criteriaimportant that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to rti _ '� 'u Install wattles perpendicular to the flow direction and parallel to the slope contour. the plant cover to be established. Likewise, it is important that imported topsoils improve soil conditions and terra a Q .� 0W - taFFFF ��� - • l F Narrow trenches should be dug across the slope on contour to a depth of 3-to 5- inches on clay soils and do not have an excessive percent of clay fines. This BMP can be considered infeasible on till soil slopes p a sa a ci -� a �. soils with gradual slopes. On loose soils, steep slopes, and areas with high rainfall, the trenches should be greater than 33 percent. "`Fa- dug to a depth of 5-to 7- inches, or 1/2 to 2/3 of the thickness of the wattle. Design Guidelines ma .- I mil - Start building trenches and installing wattles from the base of the slope and work up. Spread excavated ` Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent \ , u dF \ate. material evenly along the uphill slope and compacted using hand tamping or other methods. Jr' practicable. In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a t -'ice - Construct trenches at intervals of 10-to 25-feet depending on the steepness of the slope, soil type, and • designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other - Nhmad+reryupab�•+ F�� rainfall. The steeper the slope the closer together the trenches. ..t4Z portions of the site where feasible. ma the Rope prmrees acoves:hat MI sra •3 .a sea. la•a-a .��.�:.r•-.e catch seed.!3 WA a-d reduce runoff i3F OFF eses - Install the wattles snugly into the trenches and abut tightly end to end. Do not overlap the ends. __�!: at:•0.110 - Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, Install stakes at each end of the wattle, and at 4-foot centers along entire length of wattle. ��N c%fi•�1�•:I�, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, - If required, install pilot holes for the stakes using a straight bar to drive holes through the wattle and into /� a �,AI �Wit: War Mrs demonstrate the following: Tracking the soil. �S� a,iitir �. 1. A topsoil layer with a minimum organic matter content of 10% dry weight in planting beds, and 5% - Wooden stakes should be approximately 3/4 x 3/4 x 24 inches min. Willow cuttings or 3/8-inch rebar can t-•Agf fficaf■ \ organic matter content in turf areas and a pH from 6.0 to 8.0 or matching the pH of the undisturbed soil. CO also be used for stakes. ham& a 4..1 10..a.;1.�. \ The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of ''' - `. illi�.eai... \ incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be L n=i=i Stakes should be driven through the middle of the wattle, leaving 2 to 3 inches of the stake protruding aided re!re sa :•�•.•��� ��;� 1• t rz above the wattle. roadside d"G "e5""` "' :'•'' `. "� scarified at least 4 inches with some incorporation of the n_I, s-E Gory r- p upper material to avoid stratified layers, where oilil nrr= `, I Maintenance Standards �'"` .4� ri feasible. N� J 111 �+R�.r•I dl' - Wattles may require maintenance to ensure they are in contact with soil and thoroughly entrenched, •i�t�i •. . it 2. Mulch planting beds with 2 inches of organic material. ;1 , ' , ' ,II._ especially after significant rainfall on steep sandy soils. se,..ew. •'•-_:• r _• 3. Use compost and other materials that meet these organic content requirements 5u Smn i-n-I _�-�yi= -_� _� a. The organic content for pre approved amendment rates can be met only using compost meeting the i1 d=n . (Rim) (15OF. 1 i--11= ��•!- = compost specification for BMP 17.30: Bioretention Cells, Swales, and Planter Boxes (p.959), with the 1=d=d=u=u- -il P compostmayup 35% P u-11 -nva ,) exception that the have to biosolids or manure. The compost must also have an -It=nn-_ • Naas:`3 1, 15r.,;t, organic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen I=11II11r11_ --.-I' Contour Furrows1 Oheeney shall mat \f ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands I ii=ii =1 blaxirrinh dn_mqui.a.amortue 1z,minimum oscines; C =u-it-il region. n 11=11 b. Calculated amendment rates maybe met through use of composted material meeting (a.) above; or %uHarr, E n=u=r=n=„ - 3-4 _ k!s•eccr-mendecttx FVeade`iallvndtt 9 P o Grxwesnll catch seed.�t,rs lI II r=11=ii- 1 c =,1=1,-,I-,I „_,1-,i-, +sm1 the etaancebe a:,■ressiegress other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the pith,rainfall,and decrease trot i=d-i1:-11-11 -II-11=11=II `� - , mimed so that rural area o =lii-11=1=1i-• 1Hkiu=u Vl „a � ,,epa, contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220. =ii=11=u-n=N=n=a=u=u= o n_d_n=Ili=,,l-n NOT opt a.= v or The resultingsoil should be conducive to the N�� type of vegetation to be established. N s,avr alsm�sbe �,� I Implementation Options: The soil quality design guidelines listed above can be met by using one of the a) o Figure 11-4.1 .5 paced abnrskre yr At�aonttrots methods listed below: p 3 0 Surface Roughening by Tracking i' Figure II 4.1.1 1. Leave undisturbed native vegetation and soil, and protect from compaction during construction. Z o o co a and Contour Furrows �1/ ' 4 , a Stabilized Construction Entrance 2. Amend existing site topsoil or subsoil either at default pre-approved rates, or at custom calculated rates m a w i n QEPA3-VENT OF Revised:.ne 201` '� " , ' , �` DEPAR-NENT OF Revised...me 20+' based on tests of the soil and amendment. o Z p o ti; ECOLOGY prase-"h�;•vyw.e Ny, lARefcr- no cendua permission as re s. ECOLOGY 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be -1 0°• Z N 60 s tate or Washn sr Imnalicn cf labil' and dsclannr. � t y inducing ;� :� Pose see MlpJ/xAm:ecy wa.goWcgoyright hPrr/fcrroFygM ncx:e reducing germs. Q �Z w 8 ^ti \ atate or Washing:sr rntscncf lability.and dsclainr. amended if needed to meet the organic matter or depth requirements, either at a default pre-approved rate m a n a a M �' c-zs(3-ern) ! 41 or at a custom calculated rate. CoBMP C 154: Concrete Washout Area D 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. >, Storm Drain Inlet Protection i-40.20-00 More than one method may be used on different portions of the same site. Soil that already meets the CO _pacing deems depth and organic matter quality standards, and is not compacted, does not need to be amended. a-e°• tre and r Purpose sbr_steecress !•/ •• 1. Size the below inlet grate device (bigd) for the storm water structure it will service Maintenance Prevent or reduce the discharge ofpollutants to stormwater from concrete waste byconductingwashout off-site, or ' a"t°�"` r' g 'r� maoreseedsare - Establish soil quality and depth toward the end of construction and once established, protect from performing on-site washout in a designated area to prevent pollutants from entering surface waters or ground water. `N / �1idtheroils. 2. The bigd shall have a built in high-flow relief system (overflow bypass). compaction, such as from large machinery use, and from erosion. rriL ••• - Plant vegetation and mulch the amended soil area after installation. O Conditions of Use 3. The retrieval system must allow removal of the bigd without spilling the collected material. - Leave plant debris or its equivalent on the soil surface to replenish organic matter. Q. N Concrete washout area best management practices are implemented on construction projects where: �-- - Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than 000 - Concrete is used as a construction material. 4. Perform maintenance in accordance with standard specification 8-01.3(15). continuingto implement formerlyestablished practices. 1- a) 67 3'-E-;75-l2sm P - - It is not possible to dispose of all concrete wastewater and washout off-site (ready mix plant, etc.). W CD cd - Concrete trucks, pumpers, or other concrete coated equipment are washed on-site. Note: If less than 10 concrete i _ e--tvoia. s�swc r, trucks or pumpers need to be washed out on-site, the washwater may be disposed of in a formed area awaiting s. -y r •f Q°0�0ni'� U concrete or an upland disposal site where it will not contaminate surface or ground water. The upland disposal site -, Mate OWE "�' N shall be at least 50 feet from sensitive areas such as storm drains, open ditches, or water bodies, including wetlands. msate * ;""""""", I-- LL T-- _ \ // 1'x 1'Stake '�li ORATE FRAME i IMP ci r o cc c t� ND7E >�Rlgp■�■■ 3rr Mrnm.;m �.. 1 Steed In a tends, ( 2.tnnt,deep. 4111 Oyp�;pwOyy�p Ce a Rurolmtst^ct be Wowed a run a rr around rot NOT-0 exit r• IN Lath arc lagging ra O i_i I—I 1— - % CIi$saes p '.-yrrl a.%- ` - - -" 'Ti 1 Samba 0 Figure 11-4.2.14 �all,■at,N■rt■oa�l - �` �. a Wattles — a • a — I I 14 I I� Ben7 r Sarcbag DEPA4-WENT CF Permed November 201_` CO •= `j-- to mil plastic Fang ECOLOGY hap.:; r yc:;tprght - g„ i„gp -'�•� /r Pease see -..Avm:ec .a. yshre for nvice mcluc \ ' stets ofNashintar 6nnaEcncflability.and dsclam.r. �� =r�z� vas I I A} II �A BMP C233: Silt Fence <woz 111 I. (� <m w ZZ,U - - C - I 0 BMP C123: Plastic Covering Purpose _ _� I �\ I I Berrn Use of a sift fence reduces the transport ofLI-o P ,dn.m Nam Incm sh•x street w c Z _ 1i �, J-\ N\ _ Purpose . . coarse sediment from a construction site by / apes..u.smaa.ewar a„off , UJ i / l¢.dCCIDaf3L.Fip'CbpO$ =sl-U 1 - - I I Plastic covering provides immediate, short-term erosion protection to slopes and disturbed areas. • a , n providinga temporary physical barrier to �• ,.°i,�„�,; ,� _ 2 mw< ' ' ' ' ' Section A A P rY P Y ra�ad�.tsnt are , OZOOW — 'C m panic fining p c p sediment and reducing the runoff velocities of m capon Plan Notes: Condition of Use overland flow. See Figure 11-4.2.12 Silt Fence I r. - �/ 3� 1. AM 31 anti Plastic covering may be used on disturbed areas that require cover measures for less than 30 days, except (p.369) for details on silt fence construction. I.L o5a�o del nned in tt,e fiec as stated below. tllCTIONel 1 gw w Type "Below Grade" a A concrete washout Ea xa sign shall be installer Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively rapid ttortotruti Conditions of Use - W �w w:hn re n,of the breakdown of most polyethylene sheeting makes it unsuitable for long-term (greater than six months) _ Sift fence may be used downslope of all _ --- -- 1 1 ;- I— 'i 6 r�rr�ttr�tynar nr►.J 3rn Min mian tefmrrwy concrete applications. disturbed areas. t lit- w=�h wasneut facility. ... 1 en-a,' 1 I z?aoo - Due to rapid runoff caused by plastic covering, do not use this method upslope of areas that might be __ Silt fence shall prevent soil carried by runoff to treed f r 1 I < �� __ adverselyimpacted byconcentrated runoff. Such areas include steep — _f1_ a-wwo p and/or unstable slopes. - water from going beneath, through, or over oar recur frame '•� xe'rA'be aluear_• - 2b7 cad Posts.ebeel -/ 0<rew - Plastic sheeting may result in increased runoff volumes and velocities, requiring additional on-site ■..: {� the topof the silt fence, but shall allow the b=':rerea eroep pews or =a B B • sexirey fastened -- ,_ ��o ° fir, a v�entire measures to counteract the increases. Creating a trough with wattles or other material can convey clean o `� r— water to pass through the fence. C �w 1 o I /; perimeter wert o water away from these areas. \ i Silt fence is not intended to treat C -FoF=-rz / stakes 7y'M 14 Gawre.x egeiel, u5��� JII To prevent undercutting, trench and backfill rolled plastic covering products. , concentrated flows, nor is it intended to treat x9atlrtl x.Kz6k..ed \ mzzmz Varies 1� mil ooy plastic linra u - While plastic is inexpensive to purchase, the added cost of installation, maintenance, removal, and substantial amounts of overland flow. Convey - - yg�� M disposal make this an expensive material, upto $1.50-2.00per square arc. Z ;Joa P P q y any concentrated flows through the drainage =e,ah< y a sg�a - Whenever plastic is used to protect slopes install water collection measures at the base of the slope. system to a sediment pond. 2 =a�� s�ketyp ; These measures includeplastic-covered berms, channels, and pipes used to coveyclean rainwater awayecww■raxntoerea Do not construct silt fences in streams or \ <w�� P P ae■rattrrrwfrrr� gm0z c. Section B-B from bare soil and disturbed areas. Do not mix clean runoff from a plastic covered slope with dirty runoff use in V-shaped ditches. Silt fences do not 3aGfil1 exhe� -_____ - __. To oo � j from a project. provide an adequate method of silt control for 1.%.aredg 1Ze;, o ; 10 ml rAas c linng .caeca anything deeper than sheet or overland flow. tim-/ ` Two-stacked =' 202retigh Plan 411nd rm""'11"a' tee'bench OWNER APPROVAL teed frame W ra w---'n clrncr z.z poor pog.as / v race ,aarwale+: ACT SCALE x Type "Above Grade" with Wood Planks MARK W.MAURFP NOT-o SCALE �111�C t1� ee■rtrrwne NO.anew m I anearm,r Figure II-4.2.12 m �w�wsrs w�a�• —I INITNL O `w.war...�..,..�.._.rs.aww.J ..ratwe_ aw•r.� � 0 Silt Fence PAGE* z al DEP OP Figure I I-4.1 .7a � ORRIN Ma 1 Pease ` er nave M��nSH V Concrete Washout Area eel-eee-YMM�ff^eeleYNDARD r _YeweeYe. ECOLOGY 9go � p1 np� 5 /w- A PLAN CMG at lYasAh;]vr MrtiECndlyliGly.yp'JSpla,rly. ` / q 1402040 Remised:;rid 2015 161 Mr ■V G DEPAT"WENT OF - I E '® E'�'w"� PAGE q ECOLOGY Pease see htp:.1/4v..ec .■•a. lxhrd for nocce inch. fissions, Pato°1 kollat X °"°°' Y �t<' r �p}tellt inducing perm .e....,..r a 3tate or Wasting:°r hmitaEcn cf lability.and dsclatmer. •vs..al.e,..lmsd*mp..•. 3 of 21 5 am DESIGNED BY cr STANDARD PLAN F-10.12-03 - CONCRETE CURBS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE MIKE TRAFTON SCALE MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS 1/8" = 1 ' U.N.O. FACE OF CURB -_, VARIES 17 TO 24' C FACE OF CURB I +_-- FACE OF CURB c - FACE OF CURB VARIES;SEE CONTRACT; DATE VARIES I B lit S 1ir VARIES FROM 6'IIN) TO IT ITN)- PRCOMED (Ste %OIt 1:' VARIES!SEE CONTRACT)1" 10"TO 22" ,_ ,-- MAINTAIN in 0V SI OPE FINISH;TYP•; �j 1'(IN)R (SEE CONTRACT) r 1-GPO R. I S VT. W -. ': 1"(IN; / ON SIDE OF CURB ' / G , St(IN)O(PANSIDN JOINT Mot,: - rKUOMEC DRIWWAY O0/O0/2 OL O \ R. / E AFN: C.JNC,PEDESTRIAN CURB f'YP,j ISt_NOTE 11 INISII("VP.) MATCH ROADWAY _\ I MATCH ROAONiLY Y(�R' MATCH ROADWAY I^d1EN n"'':IFIFO IN CONTRAC ; SEE STANDARD PLAN F•56.10EN-HANCt IC'ON) R. - TCH ROADWAY - r STANDARD PLAN F•10,12 SIDEL'Yhl K SLOPE SLOPE PE ,IR,(RgR SLOPE II2 ! P .I�° ' EMENT CONGSIDEWALK CEMENT CONCRETL - ° bi 1R'(IN) ROADWArROADWAY . F.3a,'o ` La �e •�� tV b ( ani • •° ° •. I. • y • :iir � .° . > r •, m� •� ' •° . � SIM �� MATCHSIOEWALKL4IDT- � Si ► • ° •r , • ► a M� • .o ;SEE CONI RAC!) - .\\` \ ,.\ b e ° .II' I 1 ° b FLUSH WITH GUTTER PAN AT CURB � � e I I O7 RAMP ENTRANCE-1i2' ;INi VERTICAL r '�- • 71 tit 11 tft I I i•-8" I tO.: t•_S- LP AT DRIVEWAY ENTRANCE ---i5rc CONTRACT! \ ; ��� \ 01) DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION TRAFFIC CURB AND GUTTER TRAFFIC CURB AND G - AT CURB RAMPS AND DRIVLwwAv 0 W DRIVEWAY ENTRANCES PLAN VIEW CEMENT ceNCRFTL-CURB wo L — — — J CEMENT CONCRETE , 9_d' 2'-S' TAPER(TYP.) VIEW \- DADSSIAYF 'TH TYPE 1 CURB AND GUTTER AND GUT IER ISEE NOTE„) C DRIVEWAY ENTRANCE - USE THIS DETAIL - - (SEE N,E 3; NOTES (TYP,) (TVP,) •. When the driveway width exceeds 15 (tt), construct a full depth TYPE 2SI) _ 15 MAX(SEE NOTE B) VARIES iS MAX..(SEE NOTE 6; expansion;DIn1 with 3r8 (In) joint tiller alongthe d•Ivewd centerline. 1'(Aiy R. GRAG£ (7YP„ (SEE CON f 1iA'r.i (TvP,) Y •,'2•'(IN)LIP BETWEEN iQ'OM R. a• CEMENT CONCRETE NOTE See Standard Plan F.300 D, Conti-tic; expansion 'Dints parallel ROADWAY GUTTER CURB RAMP LANDWG BREAK GRADE ORAUE BKEAR w lh the centerline as •equl'ed at 15' f1t -nazi:m n spacing whe•1 AND f :LAES! 1:3 CEMNTCONCRETE OR tn"(IMR. P g stt CGNrHACIIb r ASPALT CONCRETE1• OR❑RIVEW/lY * :s-C COh RAC.TI 7 SIDEWALK DR PATH R ENTRANCE 1 Sea Standard Plan F•]0.16 for Cunt Exp8rs10n and ROAD GRADE. - b , VARIES FROM _ ConL ad an Joint Spacing and see Standard , - 2. See Standard Plan F-36.10 tar sidewalk details, -12' :IN)R.(TYP,) ^�I - 6'(IN)TO Cr'tIN) Specification Sections -04 and 9-04 for - • • '•.:,... . r,. :•; •.:•.,., • • . • I DEPREsseD CURH ANU ri• •> - ( •ill ♦ • u additional ••equlrements ' , 3, Curb era Gutter shown' see the Contra:1 Plans for the p`__ - b GUTTER(SF=NOTE 3; ►� 6` P'CES-RIAN RAMP b 0 PEDESTRIAN IiAMI tutu deslyn specified, Sae Standard Plan F.10,12 fal F--_ C (it T S'S'(IN)PREMOLDED JOINT FILLER -- CEMEN-CONCRETE CurbUelalls, _ SIDEWAL•r I-1'P.) SECTION /1 1 7 MANSION JOINT;TYP,;- U'NOW ?; - ' MlHEN ADJACENT TO CEMENT __ &A' (IN) PRFMOI DFO ,`,/ `•-.- JOINTFILTER SEE STANDARD PLAN FdD.10 4. orAvoia placing drainage front of dri:unction aye boxestrans (SF=NOTE 7; SIOEVTALK CONCRETE SIDEWALK) DRIVEWAY RAMP or other obstructions in front of driveway entrances. T,� :IN)EXPANSION JOINT ;rrr.; U2'ilN)LIP BETWEEN SEE STANDARD PLAN F30.10 ROADWAY CUTTER 5, Where "URAf]F BREAK" Is called out the entl•e length of the SECTION C CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB !SEE CONTRACT; tsEE CONTRAC II AND CURB(OR SEE line between the two adjacen' surface planes snail be Mesh. LMN - AT CURB RAMPS, LANDINGS, 1f2"(IN)R. - CUNT RACT) 6. The Pedestrian Ramp lergth Is not required to exceed-IS feet LEGEND MIIMIAND DRIVEWAY ENTRANCES [TYP.) a DTPRESSED CURB (unless otherwise shown in the Contract Plans,. Wher applying --o--a-- SLOPE IA EICHER DIRE C-'KTN J (SEE CONTRACT) T AND CJ I•ER the 15-foot max. length rmeasj•ed from back of sideway) the w ,. --+__ 11r` m o ;Srr NGTF 3) fi 1 °.(,Ca FLATTER RECOMMENDED FOR •. ::-•,:.y... , • • N•tnlra slope of the peaest'lan ramp Is allowec to exceed 8.3%. * DESIGN,TORMWORK 12%MAX,) �& yATRIi . . •-• : C•' - - •r,• : .. • • Use a single constant slope from bottom of ramp to tec of _ •S•[ z Q to 1,LVy DRIVEWAY RAW- - ramp TO match Into the 51.nPWBIk over a horizontal dlstanw,. * * T.YA DT't I-LAI TER RECOMMENDED FOk - f_ 1 FACE OF CURB --� FACE OF CURB ti !'� fA:' �y Y _ of 15 fBeL 'SEE ROIL ;d3%MAX.) / �,01 r•rM! u l VARIES 12'T02r - FACT OF CURB /. gg� -5a DRIVEWAv ''s' (IS; EXPANSION JOIN I (TYP.)- (SEE NU7E 6; !� FACE OF CURB et " K-- "•' SFF STANDARD PLAN F-30,10 , ib 1 C~ C t- '70 (SEE NOTE 7) 7. Beyond limits Snaten, Pay Item does not Include driveway, , , VARIES rue :] ii ttSee Canrac: Plans. r 1(r ro 2r r a i12 * $ SECTION 1 B 1 1 •e '3., a- \./ "CEMENT CONCRETE DRIVEWAY ,a{ Nei ' {SEE CON7RAC 1. t iR'(INI R �' ' '� z ENTRANCE-TYPE 2'PAY LIMITS 1 >7'� I� Off, ,F! ii• • �O ,, cr. Y;F.MFNT CONCRETE DRIVEWAY <> CONTRACTION JOINT(TYP,)-SFF STANDARD PLAN 6-30.10 O ,+ ze�nc D R 1•'(IN)R. - 1"(t00 R 1Q. R 1'Ord R• _ F M!STB* \� LL tNl RANCE TYPE I'PAY LASES R RAMP LENGTHS GREATER THAN a PROVIDE 'A��r7 STSp$ \� E _ Ire(IN; R S C1 F _ 'S S '(+ CON TRACTI04 JOINT FOUAI I Y SPAC`�3 E •if MIN.or, S D O 4 1 /ON64 i' ik SJOSAL �tk u ROADWAY T ROADWAYROADWAY b b - ROADWAY m ./ c • lb w� r !a m Hour.P.c! DRIVEWAY `/ /.16c r.•- v -- ' - • _ `�. - - N1ay 620i43-}i PM (SEE NOTE ^''..+ ` URIVtK'AY - /'. `' (- 1n1 I++nm :-. •e cv 2 "lir, CEMENT CONCRETE m o s r ry - (g. SEE NOi� '; aN0 a 73 ' • ` CEMENT CONCRETE CURBS , / DRIVEWAY ENTRANCE o m > • ° • r. ,aBa�t eNr.Rr r� d,cnf. C.ONCRFT TYPES 1, 2, 3, 8 4 z o ° n a`) • f STANDARD PLAN F-10.12-03 PER STANDARD*aPEC.1LOa,a 1--' ,, EK STANDARD SPEC.a-06.3 / — Q I I I /0 STANDARD PLAN F-80.10r04 ce X 1 9M• I " .- �1 SM' i tAY I I S 1K I SHEEP 1 OF 1 SHEET - _ O OCp O Z N N •••111 III"' """111 ttl"-"--- ---"""III '` SHEET 1 OF 2SHEETs Z_ O APPROVED FOR PUBLICATION _� J /� APPROVED FOR PUBLICATION J J O Q O o w I �) j�� odds.'.1's.,• / r� r Client tell Q Z 2 /La .8.2` ar tin II mr I I PM _ / . ,�� engrain. Peg hi iMNib,• MI m 2 a Q e- M DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT '" DM!."""n ISOMETRIC VIEW l ��ISOMETRIC VIEW 0..EJ3 i13.MINE 4 W..hl,sa an Stain Dopannell al Tmmspartmfms f! hushummil Slob. Depoblmenl of Twnsparimier CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB TYPE 1 - PAY LIMITS C TYPE 2 - PAY LIMITS ' CO STANDARD PLAN F-30.10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE L o ^C6 LL I..L N ,'-Il" SIDEWALK MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS - CON .. FOR SIDE TREATMENT SIDFWAtK S t�" SEE © S 1R' I VARIES I— (SEECONTRACT) -_-- ------K ----- - _. RA A BROCMED 5 IIN)NDARDrXPANSION.GIN- '-YP,: 1'•a' t'-7 SEE OTHER SIDEWALK SECTIONS SEE CONTRAC FACE OF CURS > ;SEE CONTRACT MANS; t L1.1 Z }'1•N ( T) JOINT 2 1' 1 Al,ri FINISH( I ► t Er STANDARD PLAN Fa0,10 V� (� ROUNDING 2.0% 1,2•(INi R (TYP) -.,, A` \ \ • -' ----__---- MATCH SIDEWALK WCTII J 1�2'Oil R[TYP.! CURB NOT INCLUDED IN BID ITEM- :SEE CON'RAC I I 0 F. 1 i • /� 20%IfAJ( It .CC�G'?-r- �+ ', - r I 2,Q7L SW SEC STANDARD PLAN F10.R _ ` �, - ° r —r SLI-PTALK 1p 54?s11t+,! • \ • ,1,( R b ROADWAY - I A, f.1ATC-SIDENNLK WIDTH — a t'('Y'' SEE RAISEp EDGE yg'(IN)PriEMOIO® � S�IAIRB FML[fTll< a - - -I ( CONTRACT E VARIES _ 6 .0'311 U ',SEE COHTRACTI • W -Y O DETAIL-THIS SHEET KW"FILLER •° • - y - __ I U (O WITH RAISED EDGE f ���\\\\r" It; - r ` an dro Fx!'A NDAR DOw I -30, - \ fY O Q ! SrF STANDARD PLAN F-00,1D \ \ Ni MtU1/41 FINISHED GRADE 1' (IN;BELO,N MONOLmtICCEMENT CONCRETE 1v: • AE9 I IrvP,; 7-7 SK)EWAIK O 'oh Of CONCRETE SURFACE CURB ANb SIDEWALK S S 1T - rdN1t'Z I - 1..1NOTE .y r 0" r 0�+ MIK (SEE CON7R acT) CURB FACE DETAIL , \`r 1 IL 1 Four feel of iho sWLTwalk widCt shaA be it1D mirnm m odostnan afressible O' ^cn ROU 1OING1n'(IN)R.(TYP.) C;.RB Nor INCLJDCD IN BlD -'EM - route trite OF vortigl and horizontal obstructions. G'ating5, Access Covers, E%TEND SIDEY'dALK TRANSVERSE EXPANSION ' '" �� ` ` N.1 —. �ZD,!< 1 2OR MAIL SEE 9TA NDARD PLAN F-10.12 Juncton Boxes, Cable Vaul , ?J11 Boxes and other appurtenances within the JOINTS TO INCLUDE TRANSVERSE UIL DEPTH; ' _1 — y sidewalk must have slip •essrant surfaces. be flush wit surface, and match CO grade of the sidewalk (SEE NOtt 1) ;SEE NOTE t- AJ ' 1. 3.'S'(IN) • BUFFER STRIP(Typo 1 T-%' 7.0' C.FVF%T CONCRETE- DRWFWAY ENTRANCE :'FVF\T CONCRFT 5#�.� E {NUJ {!YPJ CURB AND GU'TER SIDE SLOPE{IY+'.I F C..KB AND UU I(ER o .0. ' PREMOLDED f . WALL OR BARRIER 1 irve JOINT FILLER ' ; , SFF MITE 1) :SEE hr:Tr= T; ¢�og A :J PLAN VIEW PLAN VIEW Q am d ADJACENT TO CURB + DRIVEWAY EN RANEE .o 1 A S'EWALK a I TYPE 3 SIDE SI OPF 'TYP,; w z o z (STEEP F IL L St DPrs) ._ __ , TYPE4 �wo Cr BROODED FINISH(TYP) , z tozLL Y Z ` oLLzo LL ALL C1lT MN. (SESIDEWA Kin 1!L'(IN)R -� �,"0" �, / II pE(R!I() EA,SMOOTH TROWELED ' THIS _NTRANCE 'YPE SHALL VOT SE USF�A_ONG A PEDESTRIAN ROUTE /� o 7 • \` o /- IT �";- > , ' -� /''d La �� 1 CEMENT CONCRETE CURS Ewa % CI J 1 (CURB AND Gl1TTFR SHOWN' w o o azo¢ ozo w 2.07L O J 2.096 MAXSEE 6TA CURB TNDARD PLAN F 7012�M- NOT INCLUDED IN LID I EM (SEE CONTRACT) "w"2 i. bt _MATCH SIDEWALK WIDTH -__ 9'B'(IN)PREMOLDFD 0. ► SEE STANDARD PLAN F•10.12 (SEE CONTRACT) logo m 4`L ' '• . • . . JOINT FILLER ;•• - 7 "'e"(IN)K.i'rm.) 3B m JN `� DRIVEWAY SEE CONTRACT; w,zzo 'T" ',T1/� •2';IN)LIP B_KNEEN ROADWAY wazw f _ �� � ..- (Stt `FDIt ly * o n 112' a, a of 1,2' IIN:UP I'xil'WEEN ROAU'WP.Yptiwa air 6N)PR9IOLDEO \ / ' �•� l --r-r- . - CONTRACT;D C.,R6.OR SFF (IN)R•iTY ! b ? _{` GUTTR t GUTTER AND CURB(OR SCE Q zaFYa CONTRALTI "w y JOINT FILJER I/ -, i um,i 5 w o ADJACENT TO CURB SIDEWALK ADJACENT TO WALL DETAIL �.' • • '• LLI s U z w�jv� RRIDGE OR PEDESTRIAN f .• �' SIDEWALK DRNEYAY •• • : I I i°x Q o 0 RAILING Jam. UHIWA/AY (BEET.NOTE 71 LLI t �j 3T8'"(141 EXPANSION SSTANDARD JCIN 1 .:TYP,)- RAMP DEPRESSED ORIVEWA" DEpRFcSED a 3 - ,� Caring)GUT'FR RAMP Q w ' CONTiLACT10NJOINT SFr SECTION F CLRHANDGUI-tK zn��z BARRIER-SEE SIDEWALK ``� � _ IN SIDEWALK ONLY ;SEE NOTE 3) (SFF Nor.- s: C. y z;;o L.L. a CONTRACT PLANS '-4'I (SEE CONTRACT) -�' lit 4p� ''' SECTION O L (0 0 z W w 3 a LEVEL .noz,_M • J EXPANSION JOINT�N BOTH `1A RiF' _ z ywo I i 1f2'(IN)R. (TYP,) 1rz,pro • CURB AND SIDEWALK toll �, r .•. w z?= tl CURB NOT INCLUtTCON BID ITEM - R , // 0v 06 r'LVYI d FLUSH 1[ ,'I :p� 2 ,I, � SEE STANDARD PLAN E-10.12 ml \ r�� �l� t° +- •Y,p -.r1-`�, �g. f,�� M g Q 41 eiv , - u 1'(IN)R. ISOMETRIC VIEW � - 'CEMENT CONCRETE DRIVEWAY 1 .�� CK zoop.iZ m VERTCAI WA.L- _ ` SIN'(IN)PREMOLDED 'N'�Y' ! •� ��-'• =NTRANCE TYPE 3'FAY LIfdIT I �zow V SEE DETAIL ,, JOINT FILLER(TYP 1 JOINT AND FINISH �+ • F 'CCM'NT CONCRETT DRIVTVYAY �' t mt-iz m DETAIL O,p .*tG3.1363��� �Q' DRIVEWAY �'�., i 0ENIHANOE TYPE f'1'AY Ladll O ,rN. ta1> O /\t .�o ¢U ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL cpfs'v�N8T6 <a�\ [SEC NOTE j . /' // ' �BFSeOTbT��G\� r , ��PQ o i L •-I ,ICCO CONCRETE 's / 1 /� OA'A L �,J i / // DRI]-WAY EXTEND SIDEWALK TRANSVERSE PER STANDARD SPEC.NU - , iSEE NO"E tl ,..........„,.• � ' J 7-0'YIN JOINTS TO INCLUDE RASED EDGE ILsrn.IA s / 74 ter,Stun OWNER APPROVAL L FOR SIDE rREATMENT SIDEWALK BUFFER STRIP Air:a]nu jai Pm /• • / •jL��NL InI I4`nlr.-In and ;, SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) y� hA' TO tie' / C1-SJ"M--ENT CONCRETE CEMENT CONCRETE CL. LU?]CONCRETE DRIVEWAY ENTRANCE SECTIONS {� - Y, -____2 1f2'(IN)R. CURB NOT INCLUDED :N BID REM- I SIDEWALK r- DER STANDARD SPEC,Ba0,3 _ y TYPES 1, 2, 3, 8 4 INITIAL a 2.DahMAx. [TYP) SEE STANDARD PUNF-10.12 ' p , : !/ STANDARD PLAN F-80.10.04 o '.aA- J T—' '�e►' • STANDARD PLAN F-30.10-03 PAGE N' z - •• - \ q 9� L >• r0 SHEET 1 OF 1 SHEET / ,u p • •p _ `'•' S11Ett 2OF 2St.IS n • FINISHED CHAOS 1'(IN)BELOW ,OP OF CONCRETE�_. • APPROVED FOR PUBLICATION -` \ .+� APPROVED TOR PUBLICATION u -ill SURFACE FOR PLANING-FLUSH IF PAVED � as."'•'-" sa errxr.'h , ! id:11.01413 MA /! PREMOLDED_=� $ .... .r '1... ISOMETRIC VIEW ISOMETRIC VIEW Cattier gig lot IA Yds•I'71 PAI JOINT FILLER a n.a cesysebxveen \ TYPE 3 - PAY LIMITS TYPE 4- PAY LIMITS er.I:-. 513.,'H NEEa E ADJACENT TO BUFFER STRIP ® EXPANSION JOINT IBC CONTRACTION JOINT w w°'hi'o"" Stela D.paerturI o1 Fr th p°"°l°" Wush,npron Slat. Daperlmno ar Trnnrpo lolier PAGE 4of21 t c_ WINDOW SCHEDULE Headers TYPICAL HEADER FRAMING FLOOR PLAN NOTES DESIGNED BY o Structural Callouts` -Copyright CoustructiouCalc,Ine (Ca) DetaultheadermaterialsDougErNo.22orbetter MIKE TRAFTON 0 PA Per Architect # FL. QTY. SIZE W. H. TEMP. EGRESS DESCRIPTION W 1 1 1 3050 36" 60" YES CASE. 2x headers must be in tall orientation wfh flat 2x naffed al bottom n l'configuration a SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR * Structural Item: This item and related connectors shall be per architect designer- Default Tr tumor.use 1,2x stud or Simpson LUC hanger,each end. LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE SCALE o W2 1 1 3050 36" 60" YES CASE. HEADER LESS THAN 5' La SW Simpson Wood Shear Wall Detail Default King Stud,amino 6-feet wide and less use 1,full height stud each end(plate to plate.; CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN z * _ _� W3 1 1 3050 36" 60" YES CASE. 1 NEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = 1 ' U.N.O. a �W ood Shear Wall: Use WSW_#. Width= 24". Height_ see below. D8 Default King Stud,opening wider than 6-feet,use 2.full height stud s each end!plate to plate.! PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A * W4 1 1 3050 36" 60" YES CASE. BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON Height: Foundation to bottom of header beam. Okay to order WSW tong and cur to height as necessary. Trimmer.each king Smd.each EACH LEVEL OF THE STRUCTURE. DATE * Alignment: WSW creates edge of rough opening. Remainder of wall section may be filled in with standard framing- W5 1 2 3050 36" 60" YES CASE. Callow \lie.use Mil milt.ase Alt 2 min..use end(if blank use end(if blank use - Position to align with outside exterior face of studs. Fun-out as necessary to flush upwith remainder of wall. W6 1 2 3050 36" 60" YES CASE. default above.; default above.; 00�00/20`LO (exterior) axe 2 SHELF AND HANGING ROD. * Top Connection: Header beam to extend over entire WSW. Connect with portal straps WSW-PS- Also connect header beam to WSW with WSW-TOW A 7 1 1 3050 36" 60" YES CASE. 2cH S6.•L' canhg portal plate. ziH 241C,'L ccnhg z-as 4x8 Z /� izetzi) * Sheathing: Sheathe header, WSW, and wall similar to 2PNV. W8 2 1 3018 36" 18" NO NO PIC. 22H 6x12 5.5x7.5 Warn3.5x9 glulam 2 HEADER LESS THAN 5' 3 BUILT IN SHELVES. ^� Bottom Connection: WSW sits direction on stab or stem wall. Anchor bolts_ use all-thread. 1" diameter. extendedtofootingbottomrebaranduse W9 2 1 3050 36" 60" NO NO PIC. 23H 5.5x10.5glulam.Use 3kmg studs+I trimmer at west end.Bear over top of8SW and connect per that * W10 2 1 3018 36" 18" NO NO PIC. callous at east one double nut and 3" x .25" washer on embedded end. Suggest using Wood Strong Wall Anchor Bolt template, SSW. 4 CABINET-OWNER/CONTRACTOR TO VERIFY. 11 RD Roof Diaphragm W11 2 1 3050 36" 60 NO NO PIC. Beams CD* Shear Capacity: Good for Eh= 230 plf- seismic: a= 322 plf-wind-Max aspect ratio = 3:1. W 12 2 1 3018 36" 18" NO NO PIC. Default sawn material s Doug Fir No 2 or better (1)KING STUD FROM EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY * Framing: Trusses or rafters: 2x at 24 OC, max. W 13 2 1 3050 36" 60" NO NO PIC. Default Odom.LVL.PSL tuataras-see Standard SWduml Specs haven Default LSL s 1°E.2.300 psi.tun Ft. c TBOTTOM PLATELATE Default5 EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE Defaultwall connection'_• bearing in pocket or on plate with mdn_2 studs bolo:; 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. • Framing Connection at Support: W14 2 1 6050 72" 6043" NO NO PIC. 0-(1)TRIMMER Default end post connection:LCE,ACE,EPCZ, ECCQ.or similar. l Z - Where connected to shear wall, connect per shear wall callous - top of wall_ W15 2 1 3040 36" 48" NO YES PIC. 6 TEMPERED GLASS o Default corner post connection wlth mitered beams over LCE4,LCE4Z,or RTC44. - Where misses or rafters connect to beam,use H2.5, or A34 with screws, or similar. typ- W16 2 1 3040 36" 48" NO YES CASE. - At ledger, connect per ledger Calhout. Default mid-post connection.LPCZ,PCZ CDC,or sender. ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE W17 2 1 3040 36" 48" NO YES PIC. (I) W Default beam to beam connection:HU.HOC.HUCQ or sing. INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES Sheathing: 7 16" thin-, OSB or CDX plywood. W18 2 1 3060 36" 72" NO YES PIG. 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO 0 Connector iif / * / TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND. POINTING DOWN. Sheathing Layout Case 1 per IBC _306-_.(1 j W19 2 1 3060 36" 72" NO YES CASE. ('about ]lit.,use Alt 1 min.,use Alt_min..use blank use default. Notes TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT * Nailing: Use Sd at 6" edges, 12" field- 1 OVERTURNING IN AN EARTHQUAKE.MIN. EFFICIENCY OF 91% 1:1) W20 2 1 3060 36" 72" NO YES PIC. 30B E.Ext0.5 glulam 3.5x12 glulam * Blocking: Not required except at supports and at connections to shear walls below'. F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. W21 2 1 3040 36" 48" NO YES AWN °1B 6x10 E5x9glulam 12 FD Floor Diaphragm EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE'r GYP.BD. NO FURNACE W22 2 1 2040 24" 48" NO NO CASE. 40B 5`x12 glulam 5.2x113 PSL r 8 SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A 170) * Sheathing: With joists at 24" or 19 2" OC,use min.. 24 oc rated, APA Sturd-I-Floor; either 3.4 BEDROOM,BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE or plywood. Good for 130 psi'. TL 2 L•360 deft- W23 2 1 3040 36" 48" NO YES CASE. 419 t s7Extt tvL IN FRONT OF FURNACE. W24 2 1 2640 30" 48" NO YES PIC. 429 S.5x12Prgluten C Sheathing: With joists at 16" OC, use min.. 16 oc rated, APA Sttud-I-Floor, min._ 19 32" thick. Maybe OSB or plywood- Good for 245 psf TL t . t 5 PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF * W25 2 1 2640 30" 48" NO YES PIC 4„B x9 Pr glulam CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A L.360 deft. TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM * Sheathing Layout: Case 1 per IBC 2306 2.1(1 j W26 2 1 2060 24" 72" YES NO PIC. Joists and Rafters 9 (I LENGTH A5- W27 2 1 5080 60" 96" YES NO PIC. Default rafter or deck joist to beam connection is coat or skip bbdng and H2.5,or H1,or A3.4 with screws AND 5 FEETOF TENDER DUCT EACH 90-SH DEGREELLBE BEND.REDUCED A2.5 MINIMFEETUMFOR 4-INCHEACH DIA4METERDEGREE EXHAUSTBEND Orient sheets continuous over nvo or more spans_ with the long dimension across supports. 1 DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK- * Nailing: Glue, and connect with 8d ring shank nails or'9 screws, at 6" edges, 12" field. W28 2 1 7050 84" 60" NO NO ARCH Default sa';n material is Coug Fir No 2 or better DRAFT DAMPER. * Blocking: not required except at supports (beams) and connections to shear walls below. Default sawn face mount hanger is U.LU,or LUS Use sloped r skewed where appropriate MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ll .. Default deck joist hanger e U or LU'pot LUS;with gate screws trio nails.) HEADER MORE THAN 5' PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 13 DD Deck Diaphragm Default sawn top flange hanger a JBA.LB,BA,or B(welded app.use LB.BA,or B; C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. 4(:1f05 • Decking: Use wood or composite decking per Arch., min. actual dims: 3 4" x 3.5". Any national I-joist brand.equal or stronger may be substituted 1 0 DRYER, KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. * Decking Attachment: Use decking screws, length to ensure 2" tutu., embedment into framing below INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST Defeat I-joist face mount hanger is R.S or IARJ FANS TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. - Use 2 screws per deck board per framing member. At decking splices, center splice over framing menber and use 2 screws per spliced end. Getout Hoist to flange hanger s I'S.lir,or L1 APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED i P B B (2)KING STUD IN CONNECTION WITH DOMESTIC DRYER EXHAUST. • Blocking: not required except at support beams. Connector(if o-FROM TOP PLATE TO Callous Min.use Alt l min.,use Alt'_min..use Notes BOTTOM PLATE 17 HD Alt 1 - Holdown -Embedded Strap Type. blank use default. r-(1)TRIMMER WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC * Min. Capacity: Good for 2185 lb uplift. 611R 11.8 BCI 90 @ 16 11 CONTROL,SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. * Holdown: Use LSTHDB for no rim joist condition. 61R 11.8 BCI6000 G 16 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED - For rim joist condition use i.STHDBRJ. 65J 2x10 PT©16 at ledger U or LU&screws at holes lied 12 HEADROOM.FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD.ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE * Nails: Use 16, I6d to full-height stud as follows. Posts ` WEATHER-STRIPPED OR SEALED TIGHT. E * Stud: Use larger of:king stud as speed elsewhere; or choice of 2- 2x, 3x, or 4x. GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR Default materials Doug Fe No 2 or better. 13 NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE o jr Alt 2 -Moldova) -Bolt Type Default bottom connection on plate:2.FC or 2,A34 with screws.or 4, 16d face naffs. TO PASS THROUGH PER I.R.C.SECTION 312.2. * HOldowv: Use HDU2. PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER N Default bottom connection on beam:2.FC or 2,A34 watt screws,or PCZ go * Lags: Use 6 SDS 1 4 x?S to full-height stud per above c 1 �t FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO rn C __ Default bottom connection on concrete:PB.or AB,or ABU,or AM.or CBSQ `'F MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE CI)w Q a Anchor Bolt: If wet set_ use 5 8 diameter SSTB 16, or 5.8" all-thread with nut and 3" washer on embedded end. Min embedment= 12". If too long to WINDOW W/ 6" POST SURROUND&HEARTH MATERIAL. b Y 0 * Alternate bottom connection on concrete:2S rebut or 5/8`al.thread,epoxy 6"S.into past butt,and 6"mn_ .- fit in footing, bend 90-degrees at bottom of footing, maintain 3" cover at bottom of footing. embed m conc.Conc embed may be wet set or epoxy. GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE Z 00 0' w M n If rotohammer, use 5 S" Then HD or all thread epoxy, 6' min concrete embedment. centered in stem wall. Connectorrf 1 rj FLOOR MIN. 1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDSCC Q ° F c Callout Min..use Alt 1 min..use Alt 2 min-,use t Notes FLOOR DRAIN. llJ X cc m 77 NI Mullion blank use default. t7 ? m 0 Z en a 70P 2-Lti� f<- J '� Q O o m 3 * UST 2, 2x6S, continuous bosom plate [o top plate. \ 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. 5 Q O Z = LLij 3 - Header(s) may hang on this with HUG, LUC or similar. 71P '2-zx4 2-2x6 -x6. 1 m a ¢ a M 80 L Ledger-Roof Diaphragm TIP ?- x6 lax` x4 GENERAL NOTES >' R h7?P 6x6 CO * Ledger Connection: ere a ledger is called for below, if connecting to rim or header, use SDS, or LedgerLOK at ma 12" OC, staggered. If connecting to studs, use 2, SDS or LedgerLOK per stud. - Length of SDS or LedgerLOK= full depth penetration into rim. or 2-5" min embedment into solid framing. DOOR SCHEDULE 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. - Min distance of connector to end of ledger or splice= 2". Min edge distance to top or bottom of ledger=2" # FL. W. H. DESCRIPTION 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. L * Framing Connection to Wall, General: Use any of the following, whichever is applicable. 001 1 6080 72" 96" EXT.SLIDER 3. VERIFY HEADER HEIGHTS WITH SUPER. c- NOTE: ALL WINDOWS MUST HAVE U-VALUE OF 0.28 OR LESS (2)KING STUD O 1. N- Rafters Perpendicular: Use 2x or L1.1 ledger_ min height to match rafters. Apply ledger over wall sheathing. Use hangers to hang rafters on ledger. General notes: D02 1 6080 72" 96" CLOSET O FROM TOP PLATE TO 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. LL N - Parallel Rafter or Truss TopChord: Ledger may be topchord of truss or last rafter or similar- Ledger to beplaced over wall sheathing. 1. Window sizes area approximate unit sizes and NOT rough openings. BOTTOM PLATE g PP 9D03 1 3080 36" 96" INT. HINGE Z CO ti 1 TRIMMER 5. ALL INTERIOR WALLS ARE 2 z 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. • Roof Diaphragm: Connect roof diaphragm to ledger with Sd ring shank or screws at 3" OC. Manufacturer shall dictate required rough opening requirements after Do4 1 3080 36" 96" INT. HINGE O H 0 CD field measurement is verified. 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER DISPENSERS. 81 L Ledger-Deck Joists to Rim. Z j 2. Where windows are bound tight to floor and frame above, adjust vertical DOS 1 6080 72" 96" CLOSET MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. W * Ledger: Use min., 2x_ PT ledger at least as tall as joists. dimension accordingly to accommodate for gyp crete and floor finish D06 1_ 3080 36" 96" INT. HINGE Ledger Connecion: Connect to rim with ?_ SDS or LedgerLOK at max., 16" OC and within 3" of ends and splices. thicknessp gegress, FRAMING NOTES 0 co D07 1 3080 36" 96" INT. HINGE U - SDS or LedgerLOK to be of length necessan for full penetration in rim. 3. Where specific sill heights are listed for or adjacent to stairs, n/ * Joist Connection: Connect to ledger with U or LU hanger LUS , all holes filled withgalv screws, Simpson SD9 or similar. adjust sill or mull height to be in compliance of 44" max for egress D08 1 3080 36" 96" NT. HINGE 0 LLL joistg (not ) P- (to operable control) and 42" min. adjacent to stairs. U ' O 95 S Slab 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. W U * Sub grade: Use structural fill or native material, compacted to 95P%o relative com action. It is strongly recommended that all structural fill be checked by D09 2 3080 36" 96" EXT. HINGE 0 U Q (rc P P - 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS 0 0 a geotechnical consultant. D10 2 10080 120" 96" EXT.SLIDER BLOCKOUTS. Q' 011 2 6080 72" 96" EXT.SLIDER WINDOW W/ 3" POST �/ * manufacturer's Insulation: -\fay use'sY -_S or EPS rigid foam with min 25 psi compressive strength under slab. If used, provide and install per insulation 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC manllf D12 2 3080 36" 96" EXT. HINGE DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE ufaCCllreC S recommendations. - BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. O * Slab Thickness: Use 4" min- D13 2 3080 36" 96" POCKET 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY 1.0 * Reinforcement: Use any of the following: D14 2 3080 36" 96" POCKET MANUFACTURER - Min-_-3 rebar at 24" OC, each way, centered in slab. D15 2 3080 36" 96" INT. HINGE 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL WI RING M CD - Welded wire fabric. min_, W2.9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8" min. D16 2 3080 36" 96" INT. HINGE SHANK 8d's @ 6"EDGES&12"IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. t' J - Fibermesh per manufacturer's recommendation. D17 2 2880 32" 96" POCKET ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. - Helix micro rebar, min.. 5 lb . per cubic yard. D18 2 3080 36" 96" POCKET 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND Q o * Control Joints: Maximum recommended spacing= 8' OC, each way. This is a non-structural item and may be changed or omitted by Owner orBETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. _,„,pi- _ _ w pD19 2 3080 36" 96" INT. HINGE CONCEAL FLANGE PDfo HANGER EA.SIDE 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE w architectural designer_ D20 2 3080 36" 96" EXT. HINGE i-LL° * Vapor or Barrier: Suggest a min., 6 mil., plastic vapor barrier under interior slabs. Ibis is a non-structural item and may be changed or omitted by Owner THERE IS A LOAD BEARING WALL ABOVE. i u-z,� P P D21 2 18080 216" 96" GARAGE owzo or arch itec ural designer. 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. J 0 o >. D22 2 2680 30" 96" DBL.INT.HINGE (2)KING STUD uzoff _ o FROM TOP PLATE TO 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS o= 18 EU Existing- Unchanged D23_ 2 _2380 54" 96" DBL.INT.HINGE BOTTOM PLATE FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. Q ; w a * Structural Item: This existing item and related connectors are unchanged and need not be analyzed or upgraded. General notes: n/ a=o It OzoLLw 19 EIi Existing- OK as-is. 1. Door sizes are unit sizes and NOT rough openings. 0W�2iE Super shall determine exact RO required for door and FOUNDATION NOTES D .p o 0° * Structural Item: This existing item and related connectors are okay as-is. frame. ° z z o Cl) ZW<NW 2. Where exterior doors are bound tight to floor and o��w 1. ALL FOUNDATION FOOTINGS TO BE 18"BELOW GRADE FROST DEPTH. m x a ; frame above, adjust vertical dimension accordingly toLLI @ wws2 �.w2 accommodate for gyp crete and floor finish thickness. 2. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. 1- wo>m� 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. w i i<o 0 a~zii 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. 1- 'F u. CwuJO z ailw 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. e Z z z.'4? o. WINDOW FLASHING INSTALLATION TT 0owoo 6. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. i i w ig a 9 U "�_ � ENERGY CREDITS 63�w= STEP # 3 J' w==� � mmaQNOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGYQt1 Mrmmum CREDITS TAKEN Q � a;r. GA ENERGY CREDITIa = ?„C �►O�W �f�0EFFICIENT BUILDING ENVELOPE :11:1181 oWINDOWS: U=0.28 <b~,r� -FLOOR: = R-38 INSULATIONoSTEP A- SLAB ON GRADE - R-10 ENTIRE SLABOWNER APPRO INSTALL TYVEK I r ENERGY CREDIT 2a -HOUSE WRAP ' 44/, all N. „� AIR LEAKAGE CONTROL & EFFICIENT VENTILATION STEP A- v AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR NiTiAr o STEP B- IOC' OVAL WHOLE HOUSE FAN PER SECTION M1507.3 PAGE tt z INSTALL TYVEK TAPE �" ifrif aINSTALL TYVEK APRON BELOW �Z+�Zog� WINDOW SILL Lama tV2o ENERGY CREDIT 3a e 01‘ , , STEP B- HIGH EFFICIENCY HVAC EQUIPMENT y INSTALL WCOR ACROSS WINDOW SILL �,L 4s 1 fi6Q1S $E,aA -GAS FIRED, PROPANE, OR OIL FIRED BOILER A 1 • WITH MINIMUM AFUE OR 94%. - IS fait ST Qua it.. o STEP C- T en-4 LY . ENERGY CREDIT 5c PAGE m STEP A- INSTALL WINDOW&4"WCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS =' £"'`s EFFICIENT WATER HEATING 5 of 21 - GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. 47'-7" GENERAL NOTES DESIGNED BY s MIKE TRAFTON c Beams / 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SCALE LL Default sawn material is Doug Ft No 2 or better. 0 Default galam.LVL,PSL meteries-see Standard Snot/oral Specs herein.Default LSL la 1 5E.2.300 psi ran Ft. 3r_7n 4i_On 16'-0" 24'-0" _ 1 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 1/4 r r - 1 1 U.N.O. a Default wall connection.t bearing it pocket or on plate rah min.,2 studs below. / / / Default end post connection:LCE.ACE,EPCZ. ECCQ.or simian. 2,-O D 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. C 14'-9" DATE Default corner post connection wth E.eredEPC teams over LCE4,LCE4Z,or RTCdd. _ I A10 / '10 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. Default mid-post connection LPCZ,PCZ CCQ,or simian. O e 7_ ® 5. ALL INTERIOR WALLS ARE 2 x 4- 16"O.C.STUDS,UNLESS NOTED OTHERWISE. 00/00/2020 LINE OF- 17 HD Default beam to beam connection:HU.HUD,HUCO or sitar. NAge 17 HD �.0' , DISPROVE MEDICINE IN CAL BA ETC. COORDINATE WITH OWNER FOR LOCATIONS. / fzoo ¢ LOWER DECK 434.0' � ." ) Connector C. - -.a. ,: . , : . \ 6. PROVIDE BACKING ALL BATHROOMS FOR TOWEL BARS,TOILET DISPENSERS,M CABINETS,E r.� 2-0 Callon; Min..use Alt 1 min..use Alt 2_min..use Notes _ - .. blank use default \ I -C� -� • - •213 4-GLtlLAlsf= • - • 4 308 5:5x10.5glulam 35x,2gialam - ` ` - FOUNDATION NOTES 5 \ I 3�r N 65J 2X10 PT DECK 408 i2 gl 2x1 .8 I 73P-PT 6X6 I FRAMING @ 16"O.C. 408 5 5x12 glulam 5.2x11.6 PSL O I COMPOSITE DECKING ® • 1. ALL FOUNDATION FOOTINGS TO BE 18"BELOW GRADE @ FROST DEPTH. 41B 1.75x91.6 LVL ZO © H 2. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. 428 5.5x12 PT gluten 4 I 17 HD v • I , e _ 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. 43B 5.5x9 PT glulam 01) 73P-PT 6X6 1433.0' _1 LEDGER 81L Z Joists and Rafters I I N 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. Or Default rafter or deck joist to beam connection a cont or skip blacking and N2.5 or H1 or A34 wit screws. \ \c-- :\ CNI M Default sawn material a Doug Fir No 2 or better. 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. (I) (n o �\ :Ili 0( .. f/ p/t/� W Default sawn face mount hanger Is U,LU.or LUS.Use sloped skewed where appropriate (V ✓KN,u( u� �"'J"I - ,;I _ 6. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. Q Default deck joist hanger a U or LU not LUS)win gale screws tno mils.; o� V'ff,G S F^ ""'r,• iCefautt sawn top flange hangerla JBA LB.BA,brB v;ekled app,use LB.BA,cr Bi2rOrr I11) Any national I-joist brand.&dual or stronger maybe substituted 3'-Orr ,� • Defaut I-joist face mount hanger is IUS or WU Defau It l-joist top flange hanger is ITS.Nf',or yr eConnector;ii L J --�- 1) CaBout ]fin.,use Att 1 min,use Sit I miu.,use blank use default bores I I 1 6c3R 11.5 BC190© 1E 0 �40.0 F.F. ELEV.JEIR 11.8 BCleocc© IC a' BASEMENT SLAB \ L J oc°1 2x1C P- 1 al kdgerU or LU Bsaews al holes Tikd 1025 SF - NO 0co Posh N 2'-O"Default material u Ccue Fu No 2 or befer. . \ ei 17'-0" 7'-5" 4-4 7-1 .Cefautt bottom connection on plate:2.FC or 2,A34 wih screws,or a,16d face nets. LEN -I / / s1" 1 / /Default bottom connection on beam:2,FC or 2,A34 wih screws,or PCZ 1 2'-2" Defaul bottom connection on concrete:P9.or AB,or ABU,or ABW,or CBSO IAlternate bottom connection on concrete:#5 rebar or 5/8"el-thread,epoxy 6"min.ido post butt,and 2'min_ I 6embed m conc.Cone embed may to e:et set or epoxy. 91-4" I ® I o Connector(if / - - / I I I rn Callout Min.,use Alt 1 min..use Alt 2 min.,use blank use default. Notes 439.0' • 70P 2-2x4 4x4 -_ -. \ i - ( 1 6 . 6 d46 \ 71P 3-2x4 2-2x6 O� As 72P 3-2x6 ex& 4-2x4 -- I M I I E 0 73P 6x6 PT CRAWLSPACE I I I E el ACCESS - _ c 0 24"X 30" MIN. I ( O u O l ::CgS ' \ t Ct0 �In O® • O 0 Z � �� � • I_� X � n m O _ I W C9 O p di M J Z co z ..II ., \T \ Q Z 6> to O Q w _ _ _ _ _ r " - • SLABS w 2 0_< o co > 3 7'-O" 1 6'S 8-7 * SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, / / COMPACTED TO 95%RELATIVE COMPACTION. IT IS STRONGLY 7I A3 RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A ., GEOTECHNICAL CONSULTANT. (73 I B * UNDER SLAB INSULATION: MAY USE XPS OR EPS RIGID FOAM WITH MIN,25 I CO PSI COMPRESSIVE STRENGTH UNDER SLAB.IF USED, B AlO PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. AlO * SLAB THICKNESS:USE 4"MINIMUM. 444.0' REINFORCEMENT:USE ANY OF THE FOLLOWING: L MINIMUM#3 REBAR AT 24"O.C.EACH WAY CENTERED IN SLAB. /r CRAWLSPACE WELDED WIRE FABRIC,MINIMUM W2.9 X,6 X 6(6 Ga.) CO r \ 605 SF • CENTERED IN SLAB.SPLICES OVERLAY 8"MIN. O CV I''`• - FIBERMESH PER MANUFACTURERS RECOMMENDATION. Ll o._. CV • - HELIX MICRO REBAR,MIN SLBS PER CUBIC YARD. Z OD • * CONTROL JOINTS:MAXIMUM RECOMMENDED SPACE=8'O.C.EACH WAY. - 1 0/1 THIS IS A NON STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY Z 451.0 F.F. ELEV. OWNER. CRAWLSPACE GARAGE SLAB • • • VAPOR BARRIER:USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY W 472 SF O INTERIOR SLAB. .J V a o N CRAWLSPACE VENTILATION REQUIREMENT H I � o .,, W C) © CRAWLSPACE (A) AREA: 233 SF o U c 233 / 150 = 1 .55 SF OF VENT IS REQUIRED. Q wg a USING 6 X 16 FOUNDATION VENTS, 3 VENTS ARE d �/ aN REQUIRED. I , coI CRAWLSPACE (B) AREA: 379 SF CD 379 / 150 = 2.53 SF OF VENT IS REQUIRED. CD USING 6 X 16 FOUNDATION VENTS, 4 VENTS ARE 0 REQUIRED. A <E,_< 0 0 d0 a • GARAGE CKOUT. A10 <¢o= ONE SUCH VENTILATING OPENING SHALL BE '�`'- HOV cen WITHIN 3 FEET OF EACH CORNER OF THE Z o,[3a \ \ - \ BUILDING. 2015 IRC - R408.1 ozo 447-$ ® 8SW 456.0' FINAL LOCATIONS OF FOUNDATION VENTS TO Q aoo� 04V V BE DETERMINED ON SITE. J *LA) . 1 D10 18'-0" ^ uazo¢ A10 O L.L N°'Ij Ija 1 ENERGY CREDITS ,,,g° .v3zzo J A I. 3/4" OSB 1 17,_7" y 8'-0 22'-O" it MO 1,40 NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY 0 Nwy I+ R-38INSULATION CREDITS TAKEN MO $J&, 47' 7" ENERGY CREDIT 1a',Y- 4 ~�•� CONTINUOUS BLOCKING NM , EFFICIENT BUILDING ENVELOPE =� �o -WINDOWS: U=0.28 � :� I�, -FLOOR: = R-38 INSULATION oapwo t ' -SLAB ON GRADE - R-10 ENTIRE SLAB 0 ?N a i IIII. FOtU,ii cc O ENERGY CREDIT 2a Z iwoo§ ZINUO AIR LEAKAGE CONTROL & EFFICIENT VENTILATION -azzog FOUNDATION PLAN AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR D oo<m� w Auct 2X6 STUDS 16" O.C. W/ -WHOLE HOUSE FAN PER SECTION M1507.3 0 =0=z DOUBLE TOP PLATE aozj 2 ENERGY CREDIT 3a za= HIGH EFFICIENCY HVAC EQUIPMENT scow 4 Qleol 1 �• GAR'? -GAS FIRED, PROPANE, OR OIL FIRED BOILER0 CCOm f y q= WITH MINIMUM AFUE OR 94%. i CS 1/4" X 3 1/2" DRIVE RAWL '� 48" O.C. F o1 ,- beg � �* f r�O ENERGY CREDIT 5c sal . TREATED SILL PLATE Y M , 1 EFFICIENT WATER HEATING OWNER APPROVAL ` " i -GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. 111* 6" X 16" CONC. FOOTING W/ 2111173, Er (2) GHOR AR 4 • ,,a,A,• NITIAL ‘6.' WALL TYPE LEGEND amPAGE# �` 2c am 2X6 WALL W/R-21 0 6 MILL VAPOR BARRIOR VMS IV30 20 INSULATION A2 = UNDISTURBED SOIL E� t ufiER 5 SE�I4 2X4 FURRED OUT IS Fat �1S turret- WALL W/ R-21 INSULATION E flSTRIP FOOTING & PONY WALL T£A4T btILY . 2X6 WALL PAGE 2X4 WALL6 of 21NNTS DESIGNED BY Ei MIKE TRAFTON I f SCALE PI. SIDING MATERIAL II, SIDING MATERIAL 2J 3 BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION I• 7/16 OSB 1 BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 7/16 OSB 1/4" = 1' U.N.O. K ! II NAILS OR SCREWS DATE 1/2" SHEET ROC _0I NAILS IN BLOCKING 1/2" SHEETROCK a 2" OC. STGGD 3/4" SUBFLOOR Oval3/4" SUBFLOOR al 2" A B C D E F G V W X Y Z Le, A B C D E F G V W X Y Z OPTIONAL 4"SLAB -. CAI �_ , 1.f_ 1 PATIO)I! [(GARAGE, /70Zo __ A--, A FLOOR JOISTS j LENGTH A 11!I.-FLOOR JOISTS G ' JOISTS PARRALLEL ONLY) LENGTH 1 I - RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING A36TYPONLY' G ( RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING ' `7 HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR Q REBAR REBAR TRANSV. CONT. L ` HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR REBAR REBAR TRANSV. CONT. F 1I 111IS--I ICI 6I I _REO IFA>4' JI- BOT.L BEND -.1� r " OPTIONAL 4"SLAB BOT. L BEND , r _ (GARAGE,PATIO) . I 6 IM INS 1111 1111 _I f SIMPSON HANGER 6" 6" 72" NOT 6" 24" 24" F '�A ` r 4' 18" 6" 6" 72" NOT 6" 24" 24" I III=III I I I I1—ICD 0 - 4' CENTERED 18" REQUIRED #4 @ #4 @ N/A (2) # 4 1F JOISTS PARALLEL w Q - CENTERED NOT #4 @ #4 @ N/A (2) # 4 IF JOISTS PARALLEL E TIE }o p INSTALL"G"BLOCKING I' 111—IIII-1 I 1 I-1 ~ = -INSTALL"G"BLOCKING E - ¢¢ IN (2)BAYS. W I O IIII IIII1 U= Z IN(2)BAYS. , ,, -K= u 6' 5" 24" 8" 6" 56" 48" 6" 24" 24" 24" -SCRES OR NAILS 1` •Is" MIN. -V' - i u i 24" 8" 6" 56" 48" 6" 24" 24" 24" -IN (2)B YS NAILS I 4"TK31iTLINE W- 4 1 - #4 @ #4 @ #4 @ (2) # 4 3"O.C.THRU SUBFLOOR W ; i— o= 4 1 6 6.. #4 @ #4 @ #4 @ (2) # 4 3"O.C.THRU SUBFLOOR I EXT•wAus ONLY -= m= C3 =IIII=1 A =IIII- 1 �I: I I III I q. , IIII=W N1= i —111= W= 1=1 111= A I I I= za) . n _ , " " " ' 1= 18'MIN. _11 = - r n , n n n n n n n n n n a_ 6 1 8 6" 32" 10" 8" 28" 28" 8" #4 @ 16 #4 @ 18 #4 cD 16 (3) #4 X `j o — I I I_W y 6 1 - 8 6 32 10 8 28 28 8 #4 @ 16 #4 @ 18 #4 @ 16 (3) # 4 I a it"i*i I I_J O _ X I - IIII BELOW GRADE Q Z1- 1" _ r 8" 42" 10" 8" 18" 18" 8" 14" 18" 14" 11 O EXT.WALLS ONLY -1 1 =�- r n - r u 42" 10" 8" 18" 18" 8" " 18" 14" 1 X 4 P.T.EXPANSION JNT. 11 e I 1 1—IIII 1 1 1 11 n OF 8' 10 #5 #5 #5 (4) # 4 1 X 4 P.T.EXPANSION JNr. I I: ; 8 1 10 8 #5 @ 14 #5 @ #5 @ (4) # 4 (' _En. ¢ @ @ @ CO CONDITIONED AREA SLAB ID II o I I 1 IIII 1 I I IIII 1= CONDITIONED AREA SLAB II I I I IIII III I _.1= 1.0 IIII—IIII -o= 1 MIN LAP Hirt:= I, MIN LAP ON GRADE ON GRADE I. 1 I I-1 • r SPLICE=24" l0 SPLIICE=24I z _ 1 _ Z _ Y _ I - III III 1 I I 1 11- 1 _ Z Y , ° III IIII I I- GENERAL NOTES: NOTE #1 - �'� I ° GENERAL NOTES: NOTE $ 1 sLABORFall.-SEE •TEx1 AT I B III=III — - -�SLABORFlLL-SEE •TEa«a �`' •I B• 11 —III a a a �\' .I * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE �� d ` yI: * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE I= R-10 FOAM WHEN NO SLAB IS NEEDED. R-10FOAM D 1 0 _ m WHEN NO SLAB IS NEEDED. D I11 a a DRAINRocK= * W/10 MIL FOAMDRAIN ROCK- * COLUMNS F, G ARE MAXIMUMS. MAY LESS. '^(��o"�"L� sssst - e COLUMNS F, G, ARE MAXIMUMS. MAY LESS. UNDER,MIN. ' d -. '3• 4 n 4"PERT. - ' UNDER,MIN_ a a". f_. 4„PERF. alli * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED Hi.(A) FRLREQUIRED - !_ 6MIiSLAB 1'-" — LA11I I I - * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED 4-FNOSLA `b_ „ 0 ,=IIII- IF NO SLAB - I - I IExr.wnus rna.Yl- I IF NO SLAB I I 1 I 1 1 -T V— rill 7n _ IIII—„ ,—III =1 �1 tV- IIII I11- * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. D'-4' NONE I "—""— r * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. o -4' NONE III—IIII ' I I I -�' =1I I1 I I I 111= _ _ _ IIII—IIIIIII � III IIII—IIII= � * REBAR MINIMUM GRADE 60. 5'-6' 12" TOE HEEL REBAR MINIMUM GRADE 60. 5' s' 12" TOE — HEEL IIII=III I IIII IIIIIIII-IIII=IIII IIII-IIII—IIII=IIII— IIII-IIII-IIII-IIII IIII IIII I I I I * CONCRETE MINIMUM fc 2500 psi 7 -8 18" 11*ASSUMED SOIL BEARING PRESSURE: 2,000 PSF I: * CONCRETE MINIMUM fc 2500 psi �'-8' 18" 1 1*ASSUMED SOIL BEARING PRESSURE: 2,000 PSF I1- ** 9'-10' 24" I ' I ' 1 111—IIII " ' "' 1 "' 1 ' 11 " ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' -10' 24" I I I I I I I I I I I'I I I I I I I 111111111 I I 11111 111111 11111111111111111111111 - ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. IIIIIIII11I IIIII11I I11 I I—1 l I I11 I II 111 NOT TO SCALE NOT TO SCALE [4 NO FLOOR SIDING MATERIAL L' SIDING MATERIAL RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12"�' 7/16 OSB 2 CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM r 7/16 OSB 12" MIN. PONY WALL E A B C D E F G V W X Y Z 1 X 4 P.T.IXPANSION JNT. • 2 X 6 WALL A B C D E F G V W X Y Z 2 X 6 WALL R-10�: c BASEMENT PERIMETER a o N ABOVE GRADE AREAS \ �all o-CONDITIONED AREA SLAB ON GRADE F LENGTH ; 6" MIN. p ¢ �, UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING aLENGTH "S� ` RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING ! l Z O w 2 HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR @ REBAR REBAR TRANSV. CONT. b Nor e o T HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING ** SPACING REBAR al REBAR REBAR TRANSV. CONT. e : I 1 `III— ¢ v BOT. L BEND SLAB OR FILL 4 'a 1 I w BOT. L BEND X R E r =IIII I I_II 1111=1 � ° •W gi �.. _ Z m0 NEt) 5 RAO FOAM - o , SEE NOT n n i 2 c0 0' - 4' CENTERED 18" 6" 6" SEE NOT 6" #4 @ 24" #4 @ 24" N/A (2) # 4 W/10 MIL VB =I I —11 IL E A o 0 - 4 CENTERED 18" 6" 6" SHEARWALL REQUIRED 6" #4 @ 24 #4 @ 24 N/A (2) # 4 • : E -III 1—III =o- m P a¢ a SHEARWALL REQUIRED UNDER,MIN. ( v r IIII—IIII IIII I W I. I- ` w I - II � : 4' 1"- 6' 3" 24" 8" Err SEE NOT 6" @ 18" @ 24" #4 @ 18" (3) # 4 IIII— R-10 FOAM ill I •' = m 4' 1"- 6' 5" 24" 8" 6„ SEE NOT 6" #4 @ 18" #4 @ 24" #4 © 18" (3) # 4 111 I 'O "" ""—I I= SHEARWALL REQUIRED - I� - v C7 p - y #4 #424"MM. SHEARWALL REQUIRED 1 I111I1I�, , IIII-(' �I= IIII=IIII—IIII 111 111. I- e - I _ W -- 6' 1" 8' 6" 36" 10" 8" sEE NOT g" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 CD I I 1I 1 1I �111 , _1 S 6' 1" - 8' 7" 36" 10" 8" SHEMALL REQUIRED 8" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 I I 1I I I A , I a SHEARWALL REQUIRED 1111—I 111IIII—IIII=X 11 , , ,, >-- a 0- X I 1 111111 IBELow 11 lei—I 1 �1= s. SEE Nor IIII1 I I 1IIII=IIII � ( 24"ail I I=_��- ' " _ ' 'r 48rr 1 Orr 8rr SEE NOT 8" #5 9" #5 18" #5 @ 9" (4) # 5' 1" - 10' 8" 48" 1O 8 SHEARWALL REQUIRED 8 #5 9 #5 18 #5 9 4 # 5 =1I I —IIII I riCLR 1 10 8 SHEARWALL REQUIRED @ R11X0462:P.T.T.EXPANSION JNr. II _z^Clt z O N @ @ @ O IIII I I I I1 I I —IIII I zl 1 IIII1 I I IIII I SCREENED 2"PVC— -CONDITIONED AREA SLAB 1 �- Z GD WEEP Hat.ES50.C. -O- ON GRADE II III=IIII ro= - CD 111I _ IIIIIIII-_III =LL= I LAPI111= I /1♦ IIII I I I I t I- a"nGHTLINE'� y1, _ b _ a Y j� . I sill dal 1 1111 co - w 'C IIII=1I I ? IY I� —I111=IIII I W GENERAL NOTES: IIII IIII—III IIII �n B 1124" FOR = .1 GENERAL NOTES: NOTE #1 62LABORFrla-SEE •tE#a g ll I/ B 111=111 II.E n V ter * COLUMNS C, D, E, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. IIII 1111= I I S = 11 WALL 11: * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE 11 1 W, R-10 FOAM I -' a F- t `� DRAIN * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB IS NEEDED. RA OFOAM I _ I DRAIN ROCK- 0 * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. IIII—IIII 11 I .J.�� UNDER,MIN. D =t '���� e U V _ D - . c - r 1 1 PERF. 11 LLJ i IIII—IIII= _ 3 • O4"PERF.=I111 * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED !UNDF4LV8 t ' Q_O —IIII- * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF IIII 1I I V= IIII MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0'-4' NONE dirs. , as FIAB I iCT _JTnII v= III ° a * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. - C * I I I I I I I I • I 1 I 1 1 1: IIII=IIII WI 11 I I I 11 I I I I I I I I I 11—IIII= IIII=IIII IIII IIII—± I I I—I I I I-1 EL * REBAR MINIMUM GRADE 60. _ _ _ _ * REBAR MINIMUM GRADE 60. IIIIIIIIIIII--IIII=IIII—IIIIIHEEL —IIII= 5 -6• 12" TOE = HEEL I _ — IIIIIII * CONCRETE MINIMUM fc 2500 psi III* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF I_ * CONCRETE MINIMUM fc 2500 psi s 18" 111* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF I I- 0 —" —I 111-1111—IIII 1111-111 I-1111—I 11 ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9'- 10' 24" 11111 1 111111 111111 1111111 11111111 FIT 111 I 1 11 I I I 11111111 - ** ANCHOR BOLT SPACING USE LESSER OF THIS OR SHEAR WALL CALLOUT. IIIIIIIIIIIIIIII—IIIIIIII—IIII—IIII—IIII— NOT TO SCALE NOT TO SCALE CASE 1 6 X 6 P.T. POST CO SIDING MATERIAL 1/4" X 3 1/2" DRIVE C—t- 12" SONO-TUBE 1 � RETAINING WALL - 4' MAX RETAINED - CENTERED REBAR NO FLOOR I 7/16 OSB RAWL 48" O.C. ,� j\ 2 X WALL Lli \ � ? f ABU66 POST BASE rn °- 5 WITHIN 12" I 2 X TREATED PLATE 0 -III —IIII—, 4 -I I I I—I I I I—III I,-111 _ r Ph INSULATION g aL e4a — ill! 1XaP.T.EXPANSION JNT. • ! I IIII—III - a - . 1_(4) GRADE40 = J 2 X 6 WALL (WHERE NEEDED) C� #4 REBAR ° �° A B C D E F G V W X Y Z R 10 @. III °Oa' RBAS MENT PERIMETER CONDITIONED AREA SLAB )�1/2" SHEETROCK 0 —IIII- �: '`e VERT. HOOKS III Q 0..0 ABOVE GRADE AREAS ( ON GRADE -I I i2-IIII—III �r "•"4 I IIII—IIII—IIII- 2 4 -CONDITIONED AREA SLAB - o _ o _ _ _ _ a z ON GRADE F a.°I ` 4 4 v e e 4 a a a n m IIII IIII=+ ' 1 0a -.IIII (4) GRADEII ! gzg22 LENGTH 4"SLAB - _ . _ . _ UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING a e v c e - c w c ^a � 0 n °3° HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR REBAR REBAR TRANSV. CONT, e - �Y Iy O ' e • e I} q -IIII-III - •" Q I ##a REBAR E.W. =sa°m BOT.L BEND / SLAB OR FILL `� --e IL A W C- I I I I=r to= • .. .e -4 .4 I R-10 FOAM : 7_ 111- A • a' . e,, �eI I IIII=1 I I 1 �� Ca! - - -0- T �I I I I—► I 11 , 1 I 1 III =W/ 10 MIL VB ;��ro . ,,` f, °. 1 IIII 1 111— z Pan i r n n n SEE Nor n n u R-10FOAM R-10 FOAM - o E III III _�_ R-10 FOAM I—I 16", -I UNDER, MIN. =1 11 e a -- e e e a a 1111-1111=111 O Pan wiloMays W/ 10MILVB —1 0 - 4 CENTERED 18 6 6 6 #4 @ 24 #4 @ 24 N/A (2) # 4 — IF[-. o- — I — I — — `Soyw� SHEARWALL REQUIRED UNDER,MIN. (.BASENENT F- - (2) GRADE 40 IIII IIII- PERIMETER I. IIII IIII—IIII_ I �I: UNDER, MIN. —1 I I— I #4 REBAR 11 - III 11111111111 I I awo —IIIII ,�VEGRADEAREAS, IIII=IIIIIIII=11 = m_ " = Y Y P = Qii��MAY VAR PER LAN 24"MIN. w- L I I IIII IIII—IIII 11 °.. o IIII—IIII IIII I I. IIIIIIII—IIII=W ��- / THICKENED FOOTING ( POST FOOTING Q n -1111-1111 111 —IIII . 1 1=IIII—IIII=11= g= 6 $ < yr,16 a SCALE: 1 " = 1 ' K SCALE: 1 " = 1 IIII1 I I III I I=1 I I I=x I I _ ;IIIII I I1 I I I=Q off: �_ —1111—IIII-1111—IIII - ,'. M ,LA 24" -IIII Ira z g4Pa I11 IIII 1 1I I —IIII I I 1—III 1 �I= BUCK OUT GE FOR ORGARAGE DOOR w7z .,, SCREENED — =111 I WEEPHOLEsIs°.° 11 1111�1IIII=III4" w�� Z �/ 0 4"TIGFRLINE — w CONC. SLAB OVER 6 0 .0 a IIII III I , I I 1 IIII—IIII 0,1 MIL VAPOR BARRIER ON u.... R GENERAL NOTES: —IIII—IIII—III IIII = 1 - - B 111=III ` GRANULAR FILL �orwatria � � a IIII—IIII 1 I I I e I o a a o. a a �e OWNER APPROVAL o * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. _ �1 1= =IIII=I 4 h. * ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF IIII-I I I I D 11 I e DRAIN ROCK- 0= •" C e „ - - e (2) GRADE 40 `" * - PSF MAX SNOW. IIII IIII r. f . O 4"PERF. =IIII= I I I I II 11111I I o ` 16 —#4 REBAR :� MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 _ _ = 1 I IIII—IIII 2°°" N —-IIII—IIII—I I 1 -1 I 1111=- V—III 111 I I IIII I - ' e IIII IIII IIII—III 4 PAGE -_ * REBAR MINIMUM GRADE 40. _ _ _C - ioNAL siz,fr, w * CONCRETE MINIMUM fc 2500 psi 1111I I I III1111I1I IIIIIIII—III IIIIIII III = TYPICAL FOUNDATION WALL ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. III ,0 I—IIII— GARAGE DOOR ensa A3 III ASSUMED SOIL BEARING PRESSURE: 2,000 PSF ySCALE: 1 " = 1 ' _le 111111�111111111111111111111111111111�111111'111111111 I1111"1111111. NOT TO SCALE PAGE Q 7of21 N FLOOR PLAN NOTES DESIGNED BY o 47a MIKE TRAFTON / SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LL LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE SCALE o 3'-7" 4'-O" if, 16'-O" 24'_0" CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN i / 1 NEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = 1' U.N.O. a / / PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON DATE 4'-0" 6'-0" 3'-0" 3'-0" 3'-0" 6" 3'-0" 3'-6" 3'-0" 6" 3'-0" 4'-6" EACH LEVEL OF THE STRUCTURE. • ® 143,r/if md �s, ,'-o" 2'-0° 2 SHELF AND HANGING ROD. 00/00/2020 C MO (re.2 �\ A10 W4 3050 CA W5 3050 CA W6 3050 CA W7 3050 CA C/ vl l(J D 3 BUILT IN SHELVES. DECK 180 SF El El a 10'CEILING BEDROOM BEDROOM Cr 4 CABINET-OWNER/CONTRACTOR TO VERIFY. 0 136 SF 138 SF 10' CEILING 10' CEILING EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BECr) 12'-1/2" 1 1'-1 1 1/2" 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. DOS 6080 SLIDER W3 3050 CA _ m L. Z /(��� N 6 TEMPERED GLASS - Yf- 61 6r r""' CO ®® ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE f0 ¢ (V ,/ 7 X4,rw r,mh, INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES Qy RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO 0 TRAPPING,END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. N o , " TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT 0 Lo m �� 7-11 1/2 OVERTURNING IN AN EARTHQUAKE.MIN.EFFICIENCY OF 91% co 2" 1/2" !� 000 F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. 0 3 7-8 Op, EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO ' FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY N D02 6080 ' ,� D05 6080 0 8 THROUGH A BEDROOM,BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF © �' ji:D WORKING SPACE IN FRONT OF FURNACE. __ CLOSET© __ 1'-10" 4'-2 1/2" 2'-1 1/2' __ CLOSET _ _ HOUSE TO HAVE MINI-SPLIT UNITS. NO FURNACE SHALL BE INSTALLED IN ANY 14 SF - 14 SF O CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM,BATHROOM,OR ".? al El :cf? BONUS RM (V CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF FURNACE. Eo 424 SF 9 Cn 10' CEILING N N "•_ a...- M c7 07 (."1 MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL N BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE 1'-11 1/2" OF 50 C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY 1 • OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 cai 9'-10' 4'-7 1/2" , 11 -5 1/2" 4-2' 7-11 1/2" 10 INCHES.DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE.O NSEX UST FANS T BE C N TRUCKED O FSM FRAMING o INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, in to I. NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT r ink � EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC N 3 0 b Z 7 MECH RM 0 DRYER EXHAUST. �106 SF ' ® " 8 11 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC • _. _ _ _ _. . ,. _ CONTROL,SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. omme IT 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED • �'�1" iV 1 O I i 1 O 12 HESSADROOM.ill"P FRAME OULYWOOD.T ACCESSACCESS HOLECOVER TO DEPTH OFGARAGES INSULATTOB£IONHI WITHAND NOT 7 7/16 RISERS LE THAN INHINGED 11"TREADS BATHROOM CRAWLSPACE �00 UP 17 SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. Eo o ACCESS O� en I I I I 10'CEILINGI ilk O GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIRd 24"X 30" MIN. O \ L�U 1 3 NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER p O / s , SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2.ED N ._ <O tto PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH in UNDER N STAIR 14 OWNER FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. 1n rn c 1 TUB/SHWR REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON- (/) Q I A4 24 SF COMBUSTIBLE SURROUND&HEARTH MATERIAL. Ir rn GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE z p W c) a O 1 1 5 FLOOR MIN. 1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR w < X E M o 10 TOWARDS FLOOR DRAIN. O lL r- 0 z m0 Z N N 16 m g 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. COm a ¢ =a M �j 1 III B GENERAL NOTES >AlO A 10 1 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. S. w _ CRAWLSPACE 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. r OOSF N O 0. 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 0 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. Z 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Z }}���� DISPENSERS,MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. w VJ Q GARAGE SLAB _ J -o 472SF FRAMING NOTES N O , , 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. w N o 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF 0 w —) U C 1 FOUNDATION/SLAB/JOISTS BLOCKOUTS. CC0 Q m r _ (7 g 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC d /L11/ u.co DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO CL CI THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND N INSTALLATION. CD I 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY LI MANUFACTURER T L-1 i 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ CD RING SHANK Sd's Cg 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO C J A SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. /gyp\ 0�' Al 0 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND arc 9 D AlO — BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. $ 5 . o .- .._- z z a i 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE i° �� \ THERE IS A LOAD BEARING WALL ABOVE. i"-_" CK oLL o UOQC) 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. O a o g gUg ' 1 ? 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS z c o co U D18'-0" FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. 0 <a'W' y I A10 1,10 / o:0LLLU _0t ,t 17'-7" 8'-0" 2' -- ENERGY CREDITS _1 tEogW = � o • 22-0 1/2" SHEETROCK / oa� a T7! / / NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY Z Mnr9 ' CREDITS TAKEN ..wwz R-21 INSULATION 47 T t � / ENERGYCREDR1a Q wiry$ 2 X 4 WALL @ 6" FROM / EFFICIENT BUILDING ENVELOPE Z < et o CONCRETE BUILT OUT ONLY -WINDOWS: U=0.28 §L z IN FINISHED AREAS FLOOR: = R-38 INSULATION oazwo It -SLAB ON GRADE-R-10 ENTIRE SLABy ax0 iw��a ENERGY CREDIT 2a �oywo BASEMENT FLOOR PLAN 1 ,025 SF AIR LEAKAGE CONTROL& EFFICIENT VENTILATION yzzm`= -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR eo�N -WHOLE HOUSE FAN PER SECTION M1507.3 z��< m • 8" CONCRETE WALL OE'::ill § jJ ENERGY CREDIT 3a zaogw a1 T. HIGH EFFICIENCY HVAC EQUIPMENT go 1w�� pw:a GAR*" -GAS FIRED, PROPANE, OR OIL FIRED BOILER oo=g s .i ,�'' 1/4"X 3 1/2" DRIVE RAWL 1 f WAS tr WITH MINIMUM AFUE OR 94°A. =>-iF o O w oa f 48" O.C. ` O ENERGY CREDIT 5c 1_ a EFFICIENT WATER HEATING OWNER APPROVAL TREATED SILL PLATE ° GAS FIRED, PROPANE,WITH MINIMUM EF OF 91 /°. $ SILL SEAL k ' �` • A , WALL TYPE LEGEND ATIAL CI l'1GE it z 2X6 WALL W/R-21015 WINN LLD INSULATION A4 = F �rL iiy�6/;�S S�•a/ 2X4 FURRED OUT S Foft rt¢�u t WALL W/R-21 INSULATION E I 1 TYP. FURRED OUT WALL IN BASEMENT ='rS.aks oN LY . 2X6 WALL PAGE Nti A4 NTS 2X4 WALL 8 of 2io to 4T-7" GENERAL NOTES DESIGNED BY a N DECK MIKE TRAFTON 3-7 4'-0" 16'-0" FASCIA 5/4"- 24-0„ S COMATIERIP. ALT ,_ 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SCALE INSTALL 12'-1/2" 11 11 1/2" 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O.W/SPACERS 1I4rr = 1' U.N.O. ' C D 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. A10 Al 0 DATE 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. A { 17HD I 17 HD 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. OO/00/2020 D 6. PENSER , 4EDICI E ALL NETS,ETC. FOR TOWEL BARS,TOILET FOR ER �, JZI/Z0yT_ _ �� DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. �`./ V b Lirxi 2 PTGLULAM 204 _ J I-246_ - - _ --20H4X6 -LA -20R4 .J-II II III r - - - - - - _TI' - 65J 2X10PTDECK II 1111' FRAMING NOTES I73P-PT6X6 / FRAMING @16"O.C. II IIII �' 117 HD I - - COMPOSITE DECKING I I IIII 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 1 II 73P-PT 6X6 1.... 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF0) II I IIIII '"� • As _ L. ° ii DGER 11 L I I 1 e • IIII FOUNDATION/SLABIJOISTS BLOCKOUTS. Z 1 11 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC21H 4X8 { lJ 2OH 4X(S_ I IIIII DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO sl THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION ANDSIMPSON l3 _ --- SIMPSON DTT2ZI 61J- 11 7/8° BCI 6000 III INSTALLATION. DTT2Zel-:8-"I"=JOISTS @ 16"Of' III - 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BYW111te -T SUBFLOOR 12FD z III MANUFACTURER 17� 3 III5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ flDECK X O m III RING SHANK 8d's @ 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO FASCIA 5/4"- 1 I I r - III SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. COMP. EXT.' SIDING MATERIALMATERIAL I 0 ' I III 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND . _ '�IIPINSTALL ` J I3 BEiTWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. TYVEK HOUSE WRAP W/SPACERS ,gt 0 __p I I �¢u L7 Lc15 r ► ,�. U Z J I b z _ TT�. 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE se ' U •OI 71P-(2)2X6 I \ I� B ill THEREISALOADBEARINGWALLABOVE. z7/16 OSB SHEATHING Q ,I-��m = I - As8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. FLASHING4" BOTH ba ,N ao = I ro III O 9. INSTALLHURRICANETIESATALLTRUSSORRAFTERTOPPLATECONN.ASWELLAS R-21 INSULATION WAYS u-iZpFROM TRUSS OR RAFTER TO BEAM CONNECTIONS. 12"DRYWAL ,n 61J- 117!8" BCI 6000 = Headers a; COMPOSITE DECKING � re 116 O.C. - a nai Default header materials Doug Fir No.2 or better • 3/4"OSB / SIMPSON Ir SUBFLOOR 12FD DTT2Z % ' I D 2x headers must be b tall orientation with flat 2x naiad at bottom n"L' configuration _ - f I I • Default Trimmer.use 1.2x stud or Simpson LUG hanger,each end, g BCI JOIST GRACE VYCOR DECK 1 I ` I ���/// .11 PROTECTOR OR SIM. X to �B ` • I I Default King Stud,opening 6-feet wide and less use i,full height stud each end(plate to pate: "�--- TO WRAP TOP OF \/ jv m As Default King Stud,opening wider than 6-feet,use 2,full height studs each end p plate to plate. ft +� BEAMS ( �'{/� I I Td 9,-4„ ov 7 C--- U tv I Trimmer,each King Sind.each N I l r i ¢ Callous )fie.use Alt 1.it use 1lt'_min.,use end(I blank use end(if blank use +' ir 1/2" HDG THREADED .4 ktROD W/NUTS AND 3 e I I default above.) default above.: • '� • • • iffir.. WASHERS ! I I `-^---- +Irl_ 2 - 11 r 20H 2x6,'L'config axe ULP • i��•-' DTT2Z W/1/4"X1 1/2° SDSI - --"�� r��T T -i u 21H 2x10,'C'conhg 2-2x8 4x8 'MartannirS SCREWS • I m-`- I 22H 6x12 5.5x7.5 gblam 3.5x9 glulam 2 • I �. I E I 5•5x10'5 gluten Use 3 kng studs+1 tri mner at west end.Bear over top of 85W and conned per that a �=• I In • -(2) 2X6 23H SOLID 2X BLOCKING AT �r • a 4X12 P.T. JOIST 16" O.C. • `� ` SIMPSON ZMAX LUS410 0 I o calm at east end. O LATERAL LOAD • rcq CONNECTION I / =lef ,r Beams N ` _ FASTEN 2X PT LEDGER I I Default sawn material s Doug Ft No 2 or better. ADDED 2X BLOCKING / I WITH (3) ROWS OF 1/4" ,I II I I II Default glutem,LVL.PSL materials-see Standard Structural Specs herein.Default LSL s 1.5E,2.300 psi,rein Fb. W Q g FOR DEPTH X 4 1/2" SDS SCREWS @ D • I I Nr51- I I II Debut wall connection 3'bearing in pocket or on plate wth min.,2 studs below. u_ 2i rn BOISE RIMBOARD 1 Al 16" O.C. A5I Z p °' cp 0 .,L, OI I II BLOCK OUT FOR STAIRS I I Default end post connection:LCE.ACE.EPCZ, ECCO.or smlar. C w M ds" r - I L _ _yam . � _ Defautt comer post connection wilt mtered beans over LCE4,LCE4Z,or RTC44. W 0 X O � ' a- E PLANK DECK TO HOUSE CONNECTION -Z( IIII -� 1 I Ceteutt mid-post connection LPCZ,PCZ CCO,or sin 1,1 ner ra ? m° Z N Default beam to beam connection:HU.HUG,HUCO or similar. 5 ¢ di 20 o w 1 A5 NTS Connector if 03 2 a ¢ a co Callow Mill,ase 31t 1 min.,ase AIt 2 mia,ase Notes �'`!m I I I 6'-5" 7'-9 1/2" blank use default. 1- • •-• .� -j FF v •". I I I I I 308 5.5x10.5 gluten 3.5x12gbsm a..� t 3!4" OSB B B 3113 6x10 5.5ac9 Miriam `u TI A10 BCI 6000 II 61J- 11 7/8" I I A10 OD 5.5x12 Our 5.2x11.8PSL 41B 1.75x11.8L/L t. T. - f R-38 INSULATION 1 8"I"JOISTS 1 V SUBFLOORI2F I. --1 f i;- '_ '' CONTINUOUS BLOCKING �•� g. I_ I I - 42e s xt2 rgutem {/� CO r t f - + . III4313 5.5x9PFglam l IS: t- 71 _i1 I i 11 _ Joists and Batten Z �• •'4 ' I I I Default rafter or deck joist to beam connection s cent or MI blocking and H2.5,or HI,or A34 with screws. 1 ^, C01 O +•. - I ¢ ' Default sawn material a Doug Ft No 2 or better. Z V! Q - +•.,,,,: l i _ Default sawn face mount hanger s U,LU,or LUS.Use sloped/skewed where appropriate. CO • •:�r� I I - Defaut deck joist hangers U or LU(not LUS)wit gaW screws(no nab.) U 2X6 STUDS 16" O.C. W/ _fie' - - -- - -- m e4 Default sawn top flange hangers IBA,LB,BA.or B fwaided app,use LW BA,or B) - Q N DOUBLE TOP PLATE �\ Any national I-joist brand,equal or stronger may be substituted U 0 +1, i• - Default I-joist face mourn hanger is IUS or la W `' BOISE RIMBOARD 41 I C1CD -1 P I • CAC) • • e Defaut G-joist top flange hanger's ITS,HR,or Idff U = 0-3 '-wCoaaector(if OQ 48'' OC.1/2 DRIVE RAWL I ' I CaLLoat )tia,asr till ' blankusedefault- mwe • a \mete-FliiimEn 1' TREATED SILL PLATE j NAIL BOISE RIMBOARD 61R 1.888CI00 016 Jodi- 61R 11.B SC16000 @ i6' 6"X 16" CONC. FOOTING W/ TO BCI JOIST WITH 8D O NAIL INTO EACH FLANGE. 651 2x10Pf 16" at ledger ' ^ (2) GRADE 40#4 r' - ' V J HORZ. REBAR I I \III H Pods r ' - - - - - - - Default material s Doug Ft No 2 or better. M 6 MILL VAPOR BARRIOR A I I I I A Default bottom connection on plate:2.FC or2.A34 with screws,or 4,164 face nab. • A10 l I I MO Default bottom connection on beam:2.FC or 2,A34 wih screws,or PCZ a o zo a ' - UNDISTURBED SOIL \ t. t I •I I ` J Default bottom connection on concrete:PB,or AB,or ABU.or AIM.or CBS() Z o w ▪ U I 7,/- _� Aternate bottom connection on concrete:#5 rebar or 5/8"at-thread,epoxy 6•'rm.into post butt,and 6"Si.. o oC STRIP FOOTING & PONY WALL D RIMBOARD embed nconc.Cone embed may be wet set°repoxy. Q =w=w �OQO 8SW Connector Of mzrz A5 NTS A5 NTS Callow alin.use 1ltlmia nse Alt?mia,aar blank use , Notes CL <NgU C D 70P 2-2x4 4x4 <wzpp A10 10' TIP 3-ha 2-2x6 4x6 ozoww Nw U0re ` 72P 3-2x6 6x6 4-2x4 � oUo ,� 17'-7" 8'-0" 27-0" 73P 6x6 PT z t"aww !ww z • BCI JOIST 47'-7" 2 i'5io ,\v SILL SEAL ` / zIiio ��� ¢ BCI JOIST BLOCKING �� * `• MOISTURE BARRIER 4.1441r azy"o t 30 LB FELT OR SUITABLE i' LL 0000 4 NAILING PER LOCAL CODE BARRIER TO BE USED ti • _���` "► "�► PROVISIONS Nat BETTWEEN HANGER AND SF � t nwo ACQ-D &CA-B TREATED SILL " ►� ` • °�:=m= r +' ooruiLlQgd i .,r. SIMPSON STRONG-TIE - gocta d, is ITS 11.88 O owza POSITIVE ANGLE NAILING, �.• f 08 x• � s • NO WEB STIFFENERS ARE ! OF WAS ,t.�i cote 'S ,... ,, • REQUIRED UNLESS USING --e. INTERMEDIATE BEARING „its.* R� i§8~ o wo r " ' OPTIONAL NAILING FOR .t - A' :• (WALL OR BEAM) MAIN FLOOR FRAMING PLAN rl•I s OWNER APPROVAL "_ 4 r INCREASED UPLIFT. - .. f 1 r r r CORRECT NAILING - ____, i • - !)+-. R APPROX. 45°ANGLE 2Y13 ,- , INITIAL o Pow. tit,/ PAGE# 3 FLOOR JOIST BLOCKING PER 502.7 (SEISMIC DESIGN CATEGORIES D1 & D2) Ileellill 4/Nth v, U 6ti t yEER'T A� A5 A TOP PLATE HANGER B CONTINUOUS BLOCKING Is sr13.l�`'�'L. E Tre.m.s am IA . PACE: g A5 NTS A5 NTS 9 of 21 . 4T-7" FLOOR PLAN NOTES DESIGNED BY o zci MIKE TRAFTON 3'-7" 4'-0" 16'-0" 24'-0„ SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR 8 6,r 6" 6" 6" LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE SCALE ea 2'-0" „ 3-O" 3-O„ 3'-O" 4-O„ 3-O" 3-O 3-O" 3-O" 3-6„ 3-O„ - CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN _• 1 GIVINGNEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = r 1 U.N.O. E n o ,- PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON <Cr) I D A10 EACH LEVEL OF THE STRUCTURE. DATE i 2 SHELF AND HANGING ROD. 00/00/2020�� / p N W183050 PIC W193050 CA W20 3050 PIC W213040 CA U/tt / wz 0 3 BUILT IN SHELVES. LL((((// L`! o DECK iv) -1 in I 4 CABINET-OWNER/CONTRACTOR TO VERIFY. 0 257 SF 10'CEILING �q t0 - /C %Q O �'• EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY I/ "Q.� �� 5 EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE01) ' • 1/1 10 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. I W153040 PIC W163040 CA W173040 PIC MA. BATH O Z N MA. BDRM. I •I 103 SF TEMPERED GUSS (} If / 210 SF 6 r 9' CEILING • 9' CEILING 11!HWRII O - 4 --� ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE W it) NI.INK F INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES a) 00 DW - - w RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO I 0 _ �'- I 1 - 3 o WC _ 7 TRAPPING,END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. O TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT CV 'l c N OVERTURNING IN AN EARTHQUAKE.MIN.EFFICIENCY OF 91°k 1 o r, p o HOUSE TO HAVE MINISPLff UNITS. NO FURNACE SHALL BE INSTALLED IN ANY ED 0111 ID Oatil' OD � S W.C. o • 8 CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM,BATHROOM,OR 3 Oi y •_• •" - �y9 0 19 SF N CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF FURNACE. o 3 c' O� 9' CEILING 3 KITCHEN PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT 8 COLD 71:3 214 SF I D014 3080 POCKET SHUTOFF CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT Oi 10' CEILING • _ EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. II-3 1/2" O 9 THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45- r CO N q _ PWDR. RM. I © ' DEGREE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH r I _ _ %�� N DIAMETER EXHAUST DUCT OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS (15 N r J. 1 WC 27 SF d `'O, M REQUIRED WITH BACK-DRAFT DAMPER. to 2'I.O.. 9' CEILING n a I 6. r ' — "'WO WALK IN MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL W cO I• '" 91 SF _ BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE ' _ _ D0172r -� Ka N o ! - - -- -- -- . %I� CO OF 50 C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY 115 co 9'CEILING N OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 MIMMI 111 10 INCHES.DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED TO THE in N D023 2380 1'-10 1/2" OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, o 16'-0" III3� 4'-0" 2-5 4'-0" El 10-1 1/2 NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT HALLWAY ril 96 SF EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC 41_3 1/2" DRYER EXHAUST. I WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC 9 4 9' CEILING D016 30:r 11 CONTROL,SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. iI /� 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED ® 1 Z -- \ ci - HEADROOM. FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT 01_O r 9 0 - 12 LESS THAN 1/2"PLYWOOD.ACCESS COVER IN GARAGES TO BE HINGED AND . 1 \ 7 ) O� ' O o - SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. E O O - • LAUNDRY ; m - GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR q 72 1 NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER o a a A b -I ao 9'CEILING 4 3 O 3 SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2. co a 9 N z �p O o o I I O 1 O ® in PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH N t "m 7 7/16 RISERS r I m m en a e) i 14 OWNER FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. ai 0) c 3 k- • 11"TREADS REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON- N 0 UN 1/ % 4 SINK I COMBUSTIBLE SURROUND&HEARTH MATERIAL. OccU_ „ rn O c.> ,, � I O GARAGE FLOOR SURFACES SHALL H MIN.4"CONCRETE. SLOPE CONCRETE z p °r W ,y .:1) a a DINING AREA I I I 'b— -��_ 1 5 FLOOR MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR Q M F- c in O O o 0 349 SF 83 TOWARDS FLOOR DRAIN. w O O lLl MT. i1 0 10' CEILING '� 0 ? m n Z N m 33� 3 /,-,O; q 16 16 20 MIN. FIRE RATED DOOR W/SELF-CLOSING DEVICE. m < a Q a L 3 © " GENERAL NOTES ix1 . coo m m 1 11 CO cb B 33 B A10 • A10 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. • 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. L 3'-0„ 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. O 4. ALL EXTERIOR WALLS ARE 2 x 6-16"0.C.STUDS,UNLESS NOTED OTHERWISE. O N N Z co -O 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 1— a _� cNo CO 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Z 0 Q N <O DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. U.I Cfl N 4 6 CAR -13 FRAMING NOTES " co - is? SF I v N in 9' CEILING ' a io (V ~ 1.L� O - 3 I zn® -c N 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. W /- � O N ,O ENTRY - - --- I3 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF Q U C 105 SF FOUNDATION/SLAB/JOISTS BLOCKOUTS. w0 < MAIN LIVING ,n c0i 10' CEILING 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC D_ , r 269 SF cO DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO L.� K 10' CEILING • Q THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND w Dy INSTALLATION. O b 0 y' 6 ��80 �O 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY r a II _ , ' MANUFACTURERo TT ) o W26 2060 PIC 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ M RING SHANK Bits 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO - J p _ A SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. A 5'-5" 2'-7" pi- -v'. A10 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND <cc 4 A10 b- 0 BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. F 2 CljL D021 18080 GARAGE ,z"z a z r -I _-- - - - . 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE 123 • THERE IS A LOAD BEARING WAIL ABOVE. Z �"�" W27 5080 PIC °Z 4> N 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. a m 8 0 I-r0 r' 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS s a o a) C D FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. d i o WC. 2" rJ CL ozo,. AlA,O 10 ENERGY CREDITS N i Joy Z OUm NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY I..L ozza CREDITS TAKEN y.g$h wg5LIfp ENERGY CREDIT 1a Li 0 EFFICIENT BUILDING ENVELOPE °,-2„ -WINDOWS: U=0.28 p r -FLOOR: = R38 INSULATION ....1 `ewk- -SLAB ON GRADE -R-10 ENTIRE SLAB z'a o ce az,"zo PMy-Q02 18-0 0oo0P- 5.0" 2 2w81-< • ENERGY CREDIT 2aZ �oz�� 6" 11-0" 10" 2'-0" 2'_0" AIR LEAKAGE CONTROL 8:EFFICIENT VENTILATION y w 1'-O" 22 Q„ AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR ow>o - 5'-8" 6'-11" 5'-0" - -WHOLE HOUSE FAN PER SECTION M1507.3 9 5goa t ENERGY CREDIT 3a 5 owzd $ 47'-7" HIGH EFFICIENCY HVAC EQUIPMENT ` aw-0 2 GAR*, -GAS FIRED, PROPANE, OR OIL FIRED BOILER < a, . �Of W y/ If►, WITH MINIMUM AFUE OR 94%. wkzk a MAIN FLOOR PLAN 1 ,672 SF AT1,j11NERGY; EEFFICIENTW TER HEATING ° OWNER APPROVAL 1' , PROPANE,WITH MINIMUM EF OF 91/°. iI ' a . . \ ot'l3 WALL TYPE LEGEND INITIAL PAGE A ba 8/30/ 2/2r/qp 2X6 WALL W/R-21 w INSULATION E, 04EER'S SE4� J` .1.11111111111----2X4 FURRED OUT A6 IS F» Sitter WALL W/ R-21 INSULATION E E 2X6 WALL PAGE: =TsM.S •DP-4 L 4' . 10of21 al al 2X4 WALL m 12 ENGINEERS ROOF CONNECTION PITCH i $0 MAARK TO SHEAR WALLS VARIES 47'-7" GENERAL NOTES DESIGNED BY r MIKE TRAFTON it 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SCALE LIT2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. FLAT ROOF OVER 3'-7 4'-0" 16'-0'" 24'_0" w ROOF DIAPHRAGM EDGE NAILED TO BLOCK. 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 1 Y/A u r U.N U.N.O. p NAIL BLOCK TO BLOCKING BEHIND SHEATHING DECK 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. W/16d @ 6"O.C. STAGGERED TSPOEFINISH Al 0 Al 0 13'-9" 1 U' 3" (V 4. ALL EXTERIOR WALLSALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. DATE • 1/4" IN 12" - 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 00/00/2020 2 X 4 BLOCKING CONTINUOUS ROOFING PER PLAN WITH POLYISO ROOF BEHIND TOP CHORD OF TRUSS 7/16"SHEATHING SHEATHING 2-0 NAIL TO STUDS W/(2) 16d \ 77M(2 2X6 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER i 1 I - _ _ DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. -�/ 2 X 6 BLOCKING CONTINUOUS MANUF.TRUSS F: ®-�( 31B 6X10 GLULAM r - _ 1( 20H 4X6 L . 20H 4X6 Q 20H 4X;6 - _ _ 1, 20-I 4X6 _ `7 b� FOR HANGER. 1 ""ILTOSTUDSW,(3) ,6d FRAMING NOTES NAIL WALL SHEATHING TO LU26 OR LUS26 ( ' I 73P-PTBX6 BLOCKING W/8d @ 4"O.C. FOR SLOPED TRUSS 2X 2 ROOF •'RA ING @ 24"O.C. 'I '� A 0 1. II co 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. USED SLOPED HANGER SHEARWALL I '� PER PLANI o- 2. COORDINATE WI MECH.&ELEC.FOR LOCATIONS&SIZES OF ol / I 77 (2)2X6 (- I I FOUNDATION/SLAB/JOISTS BLOCKOUTS. CY) MONO TRUSS CONNECTION TO BEARING WALL r' I I 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC NOTE: D X6 ]Q 4X6 1■ 20H 4X6 I - - DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO Z THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND C7 FASCIAS I I I I I I J INSTALLATION, 2X 12 - 1 t L_ - - Al 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY I 31) I jJ LEDGER PER WITH 2X8 ji I I 0 I MANUFACTURER Q CALLOUT SCREW OR RING SHANK I 1 I I LOWER ROOF PER CALLOUT SHADOW 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI FLOOR T&G,GLUE AND NAIL WI BOARD / IT �� RING SHANK Ws @ 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO so SDS OR METAL ROOF Q SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. SCREW OR LEDGERLOK RING SHANK PER CALLOUT v ¢ 1,683 SF ! 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENFATH ALL POST LOCATIONS AND PER CALLOUT t_r,3 Mr LEDGER STANDING SEAM BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. 111:13 ■IN A !'., 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE io THERE IS A LOAD BEARING WALL ABOVE. TOP CHORD OF TRUSS OR o .12 - J - P MIN. HEIGHT TO MATCH RAFTERS. LEDGER LOK OR HANGERSIMPSO" - m I 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. SDS LAGS PER SHEARCA WALLT _ / r- l I I I I I 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS SHEAR WALL `- r7�r9,,' FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. PER PLAN PER PLAN r I II I I I NOTE: - S[adtrs aS PERPENDICULAR / I FASCIAS Default header material NDoug Fr No.2orbe8er LIM PARALLEL CONDITION CONDITION _ J J 2'-1" iX F-- f- ��TI �__ , I I 2X12 t headers must lrenfaBoreniahonwYh flat 2xneiedat bottom n'L'confgureton OVERI(N(' I= I WITH 2X8 • _ I I I I I I ei I SHADOW Defaut Trimmer.use 1.2x stud or Sinpson LUC hanger.each end. t� --1 / Li L1 I I 0 L>_ a I I BOARD Default King Stud,opening 6-feet wide and less use 1,full height stud each end(plate to plate.) I = U _w I O I Default King Stud,opening wider than 6-feet,use 2,full height studs each end(Plate to plate.) T- A ■oIIg Callartt Trimmer,each Cog Stafftacb CI r - -.I■■I I W u) Min, Alt1ai.use AY_'Mt,ue ead(Wblankuse eed(Wblan4-use s r T default above. default above.) -n �=l Ir 20H 2x6,7"confg 4x6 p I I - - Una ■o I I et Q I 21H 2x10,1'anig 2-Zx8 4x8 r N - LL __La - 7dl 6xt2 5.Sx7.5 gWlem 3.5x9*ism 2 A It COLL - 5.5x10.5 gallant Use 3 bog studs 1 trmner at west end.Bear over top of SSW and connect per thatE II O O T3H Cabot at east end. 1 U LL Z I Default sawn material o Doug Fr No 2 or better. N 2 Q cc y tO ij I 1- . I Defaut gallant LVL,PSL materiels-see Standard Shuctural Specs herein.Defaut LSL is 1.5E,2.300 psi,min Fb. co Q O / , CIJ r I Detault wall connection:3"hears n plat0 in 9 g paint or on a will nil.,2 studs blow. t. CC 2' FLAT ROOF 71 P- 2 6 I Default end poet connection:LCE ACE,EPCZ ECCq or sinter w a U 13023F L _ 3-T30 FINISH - OefauA comer post connection w•h miered ixarm over:LCE4,LCE4Z,or RTC44.SLOPE pz Defeut mid-post wnnecUon:tPCZ,PCZ CCq or sirir. ? m Z N m I8 W1 7/4"IN 12" Defaut bean to beam connection:HU,HUC,HMO or*Jar. Q O Z WITH POLYISO ROOF _ CO a Q it r�i 0 SHEATHING i Calbut Sti.,me Alt 1 uri,ase ?lit:aia.,'se if blank use defecter ault Notes N Bsi _ I 30B S.Sx10.5gblam 3.Sx12glulam .. .. . ovEgHnNG I ABO 378 hk10 5.5x9Ilem A10 I 21_0„ lIBC( CM 5.5x12 glulem 53t11.8 PSL o I I ' h I 41B t75xt1.BLVL STANDING SEAM 12 -- II I I 426 S.Sxl2Pfgilam �• METAL ROOF 438 S.SxsPfglutem O CO r- //�� 7/16 OSB SHEATHING 1.5 I� Joists and Rotten LL CO I..i.. AIR BAFFLE W/ 1" GAP Default rafter or deck joist to beam connection's coot or slip hbc ling and H2.5,or H1,or A34 wih screws. //��� Q) XW I Cl) y. Default sawn material la Doug Fir No 2 or baser. (OMIT IF USING FOAM INS.) METAL ROOF 2 Defautsawn face mount hanger"sU,LU,orLUS.Use shoed/skewed where appropriate. UJ H STANDING-SEAM N BCI RAFTER 24"O.C. Defeat deck joist hanger e U or LU(not LUS)wit galv screws(no oats.} R-38 HD FOAM INSULATION tr "` Ill ` I I (' U ui 3/4"WEB STIFFNER ° U il 'i 3:12 . . is Default sawn top flange harper b IBA LB,BA or 8(welded epp,use LB,BA,or B) ��/' 2 X 10 OUTLOOKER ■� I TPO FINISH I I = L` SLOPE • . II_ Any notional Hoiat brand,equal or stronger may be subslblted h ��.�. ----__ • Default 1stfacemount : .rt ��", ___--------- GUTTER WITH POLYISO ROOF o `-' CoN Ho hsngersAlSorAIN W U _-- : 1 I SHEATHING rn � 11 Default l-joist top flange hanger is DS.HIT,or tiff03 0 C Mt I nit,au----- 07 1.._. I I Cancan Min, , Alt Ise Notes �� 2 X 8 SHADOW BOARD g - W Coaaector(if _ IY 0 Q CIK ^ - -2 X 12 FINGER JOINTED• irlmt use defauh 5/8" SHEETROCK \ ENCLOSE*SOFIT PRE-PRIMED CEDAR q4 IL ' I 61R 11 eas6a�'ts O VENTED BLOCK (VENTED r ce f1 INppII UNLESS I III 6.0 2x1D Pr 16" at ledger U or LU 8 screws el holes filed SPRAY-FOAM x o I II L+ , to 20H 4X6 20H 4X6 INS. USED) I I I Eall1111111111111111111111U1 CODefault is�. VARIES ,f A Illin Defaut bottom Bonne gitiar on op{a<e 2 FC or Z q34 wih screws,or 4,t6d Tate naffs. ( SIDING MATERIAL A _ 1/2" SHEETROCK ) ' A10 I 71 ET If LEDGERSOL IHIJIPPIJI_I_I. 10 Defautbottom connection on beam:2,FCorZ434 wit'screws,orPa z0za TYVEK HOUSE WRAP a�oa R-21 INSULATION r _-20H IX6 -1 _ _ I I ■I■I I�LI■��� Defeat bottom eonrrecUonon concrete:PB,or AB,orA.BU,orABW,orCBSO ,_zap II -) , 7/16 OSB SHEATHING ___ 23H:$.5XID:6 Lepoxy 6"min.ido post butt and 6"Si.. o o 0 .��_ .'�� Alternateerreed m cen a�Canc embed may be wet set or epoxy. or SfS-all-thread, z y z LL rc o u-zo C)ROOF SAVE DETAIL @ JOIST RAFTER I� 7 I Commor(W W=g� + SW oo Q> Cabe Mia,use Alt 1nm.,use Alt 2■ia,me Notes J <°zog blankuse default_ cs u,,o NTS 12 p A10 C D 70P 2-Zia 4x4fa (V • 10 71P 3-2x4 2-2x6 4x6 oio°w 1.5 2 X 12 72P 3-2x6 6x6 4-2x4 irco T m 2 X 12 SHADOW BOARD OUTLOOKER i ��> FLAT ROOF OVER 73P 6x6Pr o zoo S� z 0�a=w 2 X 6 BUILDUP w/ STANDING SEAM ENTRY �i�xa 2 X 10 FINGER JOINTED F W .1 z 4` PRE-PRIMED CEDAR METAL ROOF SPOEINISH S/ w �o 7/16" SHEATHING 1/4" IN 12" s WITH POLYISO ROOF z o /r o < gNM- SHEATHING `rewwo 0 L �VENTED BLOCK '� `�< _ W - 5/8" FUR DOWN h IugouF a i�o2$ cc 6OZ5a Li_ wzzz2 o ENCLOSED 11 OVERHANG �� �� " �� 22'-0" oo1�R , SOFFIT 5 $ 6-11 5-0 8-0 o OVERHANG ti U Z n 41 4/14inn ZOV.., Q (VENTED \--MANUFACTURED 2-0 g�zj < al a S =w=; UNLESS TRUSSES GAR*, Ct Q SPRAY-FOAM INS. USED) %�% \ g R-49 INSULATION , of W,sk fwD oorcu -S / VARIES - -/- \ t LLZy 0 4�1� '� A wQ0~ N ROOF FRAMING PLAN ' OWNER APPROVAL SIDING MATERIAL \-- 5/8" SHEETROCK + TYVEK HOUSE WRAP-_ 2 X 6 WALL x 1/2" SHEETROCK 7/16 OSB SHEATHING �'• �VOSTAL 2 INITIAL z R-21 INSULATION �u[12.0 N ..�. so A7 A 2 X 12 TRUSS EAVE ON MANU. TRUSS Eav�4.Ise2`s sE4� 0 A7 NTS IS rep_ 5riu li- 0 PAGE: T£M,S 61-4Li . 11 of 21 q N GENERAL NOTES DESIGNED BY s / a7-7 / MIKE TRAFTON z 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SCALE a 3'4" 4'-0" 16'-0" 24'-0" in 1/4" = 1 ' U.N.O. a C D 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. 10 A10 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. DATE 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 00/00/2020 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. y,IZ I/ 20 CKROOF OVER \ FRAMING NOTES l/ TFO FINISH p SLOPE 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 1/H" HI ib WITH POLYISO ROOF 2. COORDINATE WI MECH.&ELEC.FOR LOCATIONS&SIZES OF i) S SHEAA THING FOUNDATION/SLAB/JOISTS BLOCKOUTS. I 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC \ DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND 6 INSTALLATION. 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY aY J 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL WI RING SHANK 8d's i 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TOID METAL ROOF SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. 1,683 SF 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. STANDING SEAM illit) 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. 3'12r. - - 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. O 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS CO- . r FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. FLAT ROOF 0 - 1302SF TPO FINISH SLOPE 1/4"IN 12' _- ---WITH POLYISO ROOF - SHEATHING \ r - - - E 3 o 0 g (O to 10 N 2 ai a o Led3 m Z 0 coto M .0 cc __ _ - - H W C7 XK n 23 i c Z m0 WON m m J J_ 5 a Qz 2 S m 2aa aM B B CO A10 A10 FLAT ROOF TPO FINISH -_ - L \ - SLOPE iR 1/4"IN 12" r- WITH POLYISO ROOF Z Cl.L. cI SHEATHING METAL ROOF w 0) STANDING`SEAM 13 U u1 c 3:12 LLN F- O LU ...0 o O0 0 Q ti - a FLAT ROOF O' ^ TPO FINISH V J SLOPE II 1/4" IN 12" WITH POLYISO ROOF ` J A SHEATHING I A NOTE: A10 Al MANUFACTURED TRUSSES TO HAVE R-49 INSULATION. zoza smra WFF �- __ \ I-JOIST RAFTERS TO HAVE R-38 HD FOAM INSULATION. A \ \ 12 ENGINEERS Op LL z O y UOQ> LOWER ROOF CONNECTION " PITCH 'I' MARK wN.2g TO SHEAR WALLS VARIES $ po 1 Zr ) 1 ' O L gazorc '1O 1O OZOLLW 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. Ergo ROOF DIAPHRAGM EDGE NAILED TO BLOCK. < zogm 17'-7" 8'-0" 22'-0" NAIL BLOCK TO BLOCKING BEHIND SHEATHING f z z o / / / / W/16d @ 6"O.C.STAGGERED J oa:Va WUilfluzz 47-7" ROOFING PER PLAN w 6 V g / / 2 X 4 BLOCKING CONTINUOUS w5>y 7/16"SHEATHING 00,wc, BEHIND TOP CHORD OF TRUSS ;; ------------ zi 20 NAIL TO STUDS W/(2) 16d .3/V V 2 X 6 BLOCKING CONTINUOUS I OFOR HANGER.NAILTOSTUDSW/(3) 16d. O u000_ NAIL WALL SHEATHING TO LU26 OR LUS26 `;Lu o°f BLOCKING W/8d @ 4"O.C. FOR SLOPED TRUSS 1..` gild w o USED SLOPED HANGER It '2z2al" mzzmz SHEARWALL oZN) PER PLAN =DO< f ai< 2 MONO TRUSS CONNECTION TO BEARING WALL s�Qea 4 oily o ?azti L. '481 I- ROOF PLAN LEDGER PER SCREW OR RING SHANK OWNER APPROVAL CALLOUT PER CALLOUT LOWER ROOF SDS OR SCREW OR LEDGERLOK % RING SHANK PER CALLOUT PER CALLOUT INrrwc 9, LEDGER PAGE* z y w TOP CHORD OF TRUSS OR /� n 8 MIN. HEIGHT TO MATCH SIMPSON (,)► }( z LO RAFTERS. LEDGER LOK OR HANGER \�,J SDS LAGS PER CALLOUT i SHEAR WALL SHEAR WALL E PER PLAN PER PLAN PAGE. '3 PERPENDICULAR 12 of 21 PARALLEL CONDITION CONDITION Q T OVEAVGER BUILDING SECTIONS DESIGNED BY m=c, J43 Ns- O ORIG. MIKE TRAFTON j NOTE: VERIFY ALL HEADER � 1 STANDING SEAM METAL ROOFING SCALE LL HEIGHTS WITH SUPERVISOR 12 (COLOR TO BE DETERMINED) = o 9 \3 1/4" 1 ' U.N.O. Ez 1 2 TPO WATERPROOF ROOFING MEMBRANE OVER SLOPED ISO FOAM OVER 3/4" EXT. SHEATHING OVER BCI 9.5" JOISTS 16" O.C. DATE 43 1X 6 T&G TK CED3ENCLOSED SOFF BOARDIP= ������2020(VENTED UNLESSED)• - - - 020��i_ ♦ 4 CLEAR BEVELEDEATHER± i!Lt_ _ 460 00 _._..- -© _ 29 ----- .._.._.._. - - - - ----- - - - - -- -.. _ \ FIBER CEMENT PANEL SIDING TYP. WINDOW - 0 5 INSTALL WITH ALUM. TRANSITIONS, PRIMED SPRUCE HEADERS MAIN KITCHEN - _ w @INSIDE CORNERS, 'X' METAL @ OUTSIDE CORNERS FLOOR 8' ABOVE _ - °O w c� FIBER CEMENT LAP SIDING INSTALLED WITH 7" OF (3) 3 \ - r 0 EXPOSURE, PREFORMEED METAL CORNERS FINISHED FLOOR ----I24 24— = 24 24 - w ap - d 6 0 0 IT o in > - b. o N ¢ Z = I °° Z_ °' 7 r 3 ° dy] Q =98 6 X 6 ARCHITECTUAL GRADE POST 15 4 34 I �� R 26 IIII 1111 11, lq ��"� — I1 1��� 12 i! , ;1 -I��L EL�� 1 ��� MI ���� 9 ENCLOSED SOFFIT FIBER CEMENT SOFFIT mri) _ 00 II+=H+I-1I+F—IHI—HI'F =33 I1�11i-�hfH-1 —ii+I-hHI-hH1-1+1I�i11-11_II-11I = 33 - - ♦ 0 4501NAOLOGRADE 33-- ICI _ �_ Imo- � ' �1111=IIII=IIII=IIII=IIII=IIII=IIII-IIII=IIII (III IIII= - = II III ___ IIII 1-1111111=IIII a —IIII— =1=11=III —III =IIII=IIII= 10 5/4" X 6" DECK PLANKING - TYPE AND COLOR T.B.D. t I1=33I=III =IIII— —IIII=1I IIII....IIII....IIII IIII IIII=IIII=IIII ORIGINAL GRADE-) III IIII=III =IIII=1111=1111— III—IIII—IIII=IIII= III=IIII= CABLE RAILING - 36" HIGH TO CODE IIII—IIII—IIII—III IIII IIII- — — — IIII—IIII—IIII—Illlllnlll ;III 11 - FINAL DESIGN T.B.D. mil . .. 1 .. ... -11=IIII=III III=I I I I—I I I I=1111— III ems 111IIIIIII--I11I 11IIIIII111�I IIIIIIIIII111IIIIIIIIIIII II-IIIIIII-IIIIIIIIIIIII 1 -IIII III II11-1111 -IIII-IIII-IIII-IIII DECK FASCIA 5/4" - COMP. EXT. MATERIAL _��J�UI �II���W�lil_ I�L�441�U1�U!_ _l4GI�U1 �����' ♦ (It AVG. ORIGINAL GRADE 12 - INSTALL W/ SPACERS II-IIII-IIII II I I-I I I I-I I II-III I-IIII IIII-IIII-I III-IIII IIII-IIII I III=IIII=IIII- 443.56 - =1111-II11 IIII-IIII----IIII-IIII IIII IIII-IIII-IIII-IIII-1111-IIII-IIII-IIII-1111-11 13 5 1/2 x 12 EXPOSED GLB WITH NATURAL FINISH LA IIII IN 1111_I111 IN IIIL...II11....1111....IIII....IIII.,,.IIII....IIIi..,. f=1111-1111- I� IIIIIIII=1111=1111=IIIIIIII=IIII= MANUFACTURED TRUSSES - 24" O.C. 11=IIII=IIII=IIII=IIII=IIII=IIII=IIII BASEMENT FLOOR 14 440.00 (I) 15 11 7/8" BCI 6500 1.8 "I" FLOOR JOIST- 16" O.C. 16 11 7/8" BCI 50001.7 "I" ROOF RAFTERS- 24" O.C. 17 9 1/2"BCI 5000 1.8 "I" DECK JOIST RAFTERS - 12 " O.C. S 0 18 N w 2 in 19 .:_r) w CC 20 o (9 -(5 ,: wa, N M J . U Z N 1 C Section 21to a oZ wm tea ¢ aM �1/4" = 1'-0" >, 22 (a 2 r R49 INSULATION RS MAX BUILDING HT PER COA. 35' ABOVE AVG. 0 N GRADE24 R211NSULATION Z co NOTE: VERIFY ALL HEADER I- 0 C) HEIGHTS WITH SUPERVISOR 25 R-38 INSULATION OVER UNCONDITIONED SPACE z 4" CONCRETE SLAB- IF CONDITIONED AREA SLAB ON U 43 2 2 43 na GRADE- R-10 ENTIRE SLAB LL t) I- O PLATE HOT. 27 W 313� PLATE HT. Q - - - - 23 24 .. _ a 0 aso.00 28 _ _ _--_--_--_-__--___ 1/2" SHEETROCK �/ g TYP. WINDOW TYP. WINDOW 9 HEADERS MAIN O HEADERS MAIN - Th, KITCHEN o cc FLOOR 8' ABOVE 29 5/8" SHEETROCK AT CEILING, 1/2" AT WALLS 1 u FLOOR 8'ABOVE 124 = 0 FINISHED FLOOR FINISHED FLOOR .- I ._ °° rr ¢ 30- - - y . lu . �' 0 -1l'f ..� 1 C LL CC z za 0 11 31 wic mQa 15 i d g u) oaoo 7 LLFZU 1 - _. MAIN 451 00 OR 32 z �� —„i, II- I I I I III I I I I _ ( I 17 <N6§ 0. IIII IIII 3=_ 12 _ - ORIGINAL GRADE 33 P.I.P. CONCRETE STEMWALL O �w< . — 3 17�.� 13 aso .00 "a 1=IIII=IIII—r II- ' . 24 - — oo�w ' .._..___�__.___.._.____ _ .._.._.._.._.._.._..- NWU�� IIII—IIII=IIII—II ull- 24 -- — ♦ TYP. WINDOW CONCRETE ENTRY PATIO FINISHED SLAB WITH 2X2 po4 Ill::: —I�I1=IIII—IIII HEADERS MAIN 34 SAW KERF LAYOUT PER PLAN 0�=0o -IIII—IIII-IIII III-IIII-IIII-111-IIII=IIII- _ w = FLOOR 8' ABOVE _ U �� — d W qJ I-IIII=IIII-IIII IIII=IIII=IIII—IIII—IIII—IIII=IIII IIII- _ �� ORIGINAL GRADE FINISHED FLOOR �w �ure III=IIII= Ill III=IIII "" ""—IIII=IIII=IIII—IIII IIIL-IIII—IIII— III II, V _ 35 w=I=o _"11-1 " 1 I I I=1 1= I I I=1 I =1 I I I=1 I I=1 I I =1 I I— III=1 I I—IIII—IIII IIII IIII=1 I I I=1 I I—IIII-1 I— 1= 3 w N 11It Itl1-=1t11 - m AVG. ORIGINAL GRADE oo�Wp =1tll=ttli=ni=lilt= �` _ oa z 443.56 2x12 FASCIA WITH 2x8 SHADOW, VENTED SOFFIT AT iwo tilt=ltll`=11•Ifi=�11=11.11=�11"1�11"=I�Ifi-I�Ifi=1�11"=1�11`=�11-� - - - � -, 36 Ur �� 's SLOPED ROOFS p �,� MIIII—IIII=IIII=1I1I—IIII=IIII—IIII-1I I=IIII=IIII=III33--11; ..-- 11o<w .0 =IIII=IIII—IIII—IIII—IIII=IIII=IIII—IIII=IIII—III =111 ♦ $ 2x12 FASCIA WITH 2x8 SHADOW, NO VENTING- SPRAY Z wzn=0 =IIII-IIII- T FLOOR 37 FOAM INSULATION AT CONDITIONED SPACE S'wo12`i III IIII— _.._.._.._.._..- - 440 00 26 10 IIII-r1t - - - - �,-- � HHBASEMEN 138 = A J IIII=IIII— II1=I1" "' — "' '"' =IIII-11 -r--j13 - Pe. III=IIII IIII—IIIL— az. 3 �1—IIII 8I - =a=< 39 CHIMNEY CAP- GALVANIZED, LOW PROFILE D scow a Mg 11=111I-1 33 COOfog „ UpU -IIII=IIII- 40 1 1/2" GYPCRETE FOR RADIANT FLOOR HEATING =9oa o =IIII—IIII= 1—IIII- 111IIII=-H1i_ OWNER APPROVAL I111-IIII--I -IIII-IIII-IIIIIIII=IIII-IIII- ♦ 41 1 III—IIII IIII- IIIIIIII-IIII,-IIII,-IIII III =uli p -IIII=IIII— 11 IIII= 11=IIII—IIII=IIII 42 N, ,A III IIII=IIII III IIII—III =IIII—IIII IIII—IIII PAGE _; (I-III --111 1111111111-1111IIII1II111 43 2x14 FASCIA WITH 2x8 SHADOW, NO VENTING- SPRAY o C Section FOAM INSULATION AT CONDITIONED SPACE A U A9 1/4,. = 11-0„ E PAGE 'U e 13 of 21 N s CAA.Bfi DI TVG NGH . R BUILDING SECTIONS DESIGNED BY 43 `- 1 ORIG. GRADE MIKE TRAFTON z 1 STANDING SEAM METAL ROOFING SCALE NOTE: VERIFY ALL HEADER (COLOR TO BE DETERMINED) 1/4" 1 ' U.N.O. - HEIGHTS WITH SUPERVISOR 12 = 1 3/ \\1 9 I r) TPO WATERPROOF ROOFING MEMBRANE OVER SLOPED ISO t FOAM OVER 3/4" EXT. SHEATHING OVER BCI 9.5" JOISTS 16" O.C. DATE 43 1X 6 T&G TK CEDAR 00�00�2�20 ©I �' ENCLOSED SOFFIT W/ 2 X 8 SHADOW BOARD I16 j PLATE HT. 3 - (VENTED UNLESS SPRAY-FOAM INS. USED) / 14 ®arr _.._ II . 461.00 Z/ I/Z1'� �a� N. PLATE HT. CLEAR BEVELED CEDAR 4" TO THE WEATHER 2g 24— 460.00 9 _ _ _ 129 • .._ ._.._ ._._.w _- FIBER CEMENT PANEL SIDING TYP. WINDOW MAIN LIVING E o TYP. WINDOW 5 INSTALL WITH ALUM. TRANSITIONS, PRIMED SPRUCE HEADERS MAIN (a�INSIDE CORNERS, 'X' METAL A OUTSIDE CORNERS HEADERS 1 269 SF o cc FLOOR 6' ABOVE GARAGE 8' 1FIBER CEMENT LAP SIDING INSTALLED WITH 7" OF01) ABOVE FINISHED 105 SF 10' CEILING a - FINISHED FLOOR w 60 �- 6 24 24—GARAGE I ENTRY T. c r - o EXPOSURE, PREFORMEED METAL CORNERS FLOOR 486 SF 1 ' CEILING I 6 o O) o N l 3 � wer _ 8 6 X 6 ARCHITECTUAL GRADE POST W p 26 15 I 2 + MAIN FLOOR ORIGINAL GRADE 11 _ 451.00 GRADE 9 ENCLOSED SOFFIT FIBER CEMENT SOFFITin II HII IIII--IIfI IIII IIII- --IIII IIII-- IIII III I —II III I IIN—IIII �� ORIGINAL T1T���� -1�1�11�1 '�-sITFI --�11IT—=1 `� 450 .00 I1 C • =IIII IIII—IIII—IIII—IIII—IIII=IIII—IIII-IIII=IIII 1 1 131I111 — - IIII-a 1111- IIII-IIII-IIII III gl1=11 . . ,...GRLSPAC E n 10 5/4" X 6" DECK PLANKING - TYPE AND COLOR T.B.D. IIII=111- 11=III =I I I PH 11= ® - `1 jC) -IIII-1111 IIII= _ CABLE RAILING - 36" HIGH TO CODE III-IIII - - - - -, � - - �" 11 - FINAL DESIGN T.B.D. 1 I11111 �� 3 _ ....... DECK FASCIA 5/4" - COMP. EXT. MATERIAL -IIII=IIII -IIII IIII III -11 It-III —IIII IIII IIII II II—IIII IIII IIII _ AVG. ORIGINAL GRADE 12 - INSTALL W/ SPACERS W_IIJJ_IIJJJ111[IJJL1:JI11I— UJ 1UJ�1111-1[J[11-1 —J1l�—JlU—Hain 44 .56 til l LI I I LI I I I IIII-IIII-IIII=IIII-IIII IIII-IIII-IIII-111 1-IIII- 111-1111-1111=IIII-1111-IIII-IIII-III'-I'I dill- 13 5 1/2 x 12 EXPOSED GLB WITH NATURAL FINISH - 111-IIII-IIII--1111-1111-1111_IIII-IIII -IIII= rCir I 1-1111-IIII-IIII-IIII, IIII= 111=IIII=IIII—I11 =IIII=IIII=IIII—IIII— III=IIII— T FLOOR 14 MANUFACTURED TRUSSES - 24" O.C. -.._-._l.- llll--l1JUllIN - - ._hll11_JIJl-. IIIL3.11- -IIJI_ 1 �. BASEMEN III,- 111-11�1-1�1 �I-IIII=1�11=111= aao.00 =IIII-IIII-IIII= 15 11 7/8" BCI 6500 1.8 "I" FLOOR JOIST- 16" O.C. 16 11 7/8" BCI 5000 1.7 "I" ROOF RAFTERS- 24" O.C. 17 9 1/2"BCI 5000 1.8 "I" DECK JOIST RAFTERS - 12 " O.C. g du 0 U 18 N (n T. N � Q� O 19 a § o 0) � a, 20 O Zm ° ZN _ 1 - 5 Q 01 Ox Fp W B Section o0 2 a. G a co .- 21 A 10 1/4" = 11-0" >' 22 CO _ 23 R49INSULATION - - AVG. (6 MAX BUILDING HT. PER COA. 35' ABOVE O N -�c ORIG. GRADE 24 R21 INSULATION z CL co __ �■w.......t C OA. 111�� 1 cn NOTE: VERIFY ALL HEADER III� ,� - - HEIGHTS WITH SUPERVISOR - 25 R-38 INSULATION OVER UNCONDITIONED SPACE w J 26 4" CONCRETE SLAB- IF CONDITIONED AREA SLAB ON 0 �/ u GRADE- R-10 ENTIRE SLAB CC 1= ATTIC ATTIC �I7 _ _.._ I..�� : T! T. 2 !l .._ -,._.._ - -._.._ . r11 HT. �I 460.00 0 I m� W 28 1/2" SHEETROCK a W - _..___- _. _. 2 TYP. WINDOW TYP. WINDOW GARAGE : , - w HEADERS MAIN Q HEADERS 486 SF 24 o FLOOR 8' ABOVE 29 5/8" SHEETROCK AT CEILING, 1/2" AT WALLS 1 GARAGE 8' ,_ _ o FINISHED FLOOR ABOVE FINISHED o v) FLOOR YCBUNG o o 7 o N o 30 CO hi: 3 ® a oaoo 1 a 10 7 �=LL _�' — _ MAIN 1510000R 32 Z !!!!. ,- . „ - r II - I Esion �iiia-i-i:i=t-i=i-i! 1 12 --IIII 1 1111 I I�II =nr=rlrr=lirl.lm—itli=ml=rrll—III— rrl =li —:IIII IIII—IIII— Ir.�®II—IIII 1 ' — � � � 111111I— I 33 P.LP. CONCRETE STEMWALL „ -IIII WI IIII- -IIII 1�1- 1= _.-.II JJ.1� ._ •- -• -••- - CONCRETE ENTRY PATIO FINISHED SLAB WITH 2X2 -.os, IIII IIII-III-111 IIII-IIIIIIII-1 7 1 111- - - TYP. WINDOW 34 SAW KERF LAYOUT PER PLAN r , -_,Um IIII I111IIII—III ORIGINAL GRADE SF HEADERS MAIN v aaLiw VW I I—IIII—IIII- E - - - pp FLOOR 8' ABOVE w yx `; _ _ ' 10'• r FINISHED FLOOR 35 W z 11 111 UNDER FWin Wp2 r nFNoQ -IIII_ STAIR —I 1 0 o AVG. ORIGINAL GRADE wo�wp z=c00 24SF _ �_ _ _ �_ 2x12 FASCIA WITH 2x8 SHADOW, VENTED SOFFIT AT ¢tz... — 443.56 36 �3 �- `� f SLOPED ROOFS 0 - 1111— 24 — I11 .1EWo _ zna.� 2x12 FASCIA WITH 2x8 SHADOW NO - �1=1 1 = 2 • ♦ ♦ 26 10 FOAM INSULATION AT CONDIIT CONDITIONED SPRAY z zWF ¢ -11 I- 37 =IIII=I 11�1 = - _ T FLOOR I1=�11� I BASEMEN 0 z=w20 — - - LI- I= 1-i II _ IIIIIIIII 00 NZyW — — _ I 4 oo��z m IIII—II�1 IIII—IIII—IIII IIII III `� m -IIII— I � 1— _ I 12 ���_ 1=IIII—III IIII=_ — III— III III—IIII 1= I IIII IIII.-III - _=o` - =IIII-IIII IIII II -III -1 I _III -III I-III - II IIII-III -IIJd llll =IIII- — sooQ u 39 CHIMNEY CAP- GALVANIZED, LOW PROFILE w_„ ZdzF I 1—IIII-IIII-IIII=IIII=IIII-IIII—IIII=IIII— Mr 33 cr., g _ m 2m_z ♦ I-IIII 00‘" SIII ICI 40 1 1/2" GYPCRETE FOR RADIANT FLOOR HEATING ii_zNy —CI Imo' z>z,_ zr —IIII- _-_ 081 16 = III 1 —IIII— 111--1 __ 41 OWNER APPROVAL _ IIII 11' ICI I— II—I iI-IIII---I I .IIII—III 1111,-11IIII- N IIIIIIII 11�111 NITIAL 11—IIII 11—IIII= 42 PAGE« iiI iiii= 11 1111—WWII 43 2x14 FASCIA WITH 2x8 SHADOW, NO VENTING- SPRAY 2 a D Section FOAM INSULATION AT CONDITIONED SPACE Al 0 A 10 I 1/4" = 1'-0" tL PAGE V !r 14of21 N 43 COA.B 5!ABOVE AVG. R EXTERIOR ELEVATIONS . DESIGNED BYkr I ORIG. GRADE MIKE TRAFTON NOTE: VERIFY ALL HEADER 1 STANDING SEAM METAL ROOFING SCALE HEIGHTS WITH SUPERVISOR 12 (COLOR TO BE DETERMINED) ' �3 1/4 = 1 ' U.N.O. 1 2 TPO WATERPROOF ROOFING MEMBRANE OVER SLOPED ISO FOAM OVER 3/4" EXT. SHEATHING OVER BCI 9.5" JOISTS 16" O.C. DATE 43 2 9 �• 1 X 6 T&G TK CEDAR 3 ENCLOSED SOFFIT W/2 X 8 SHADOW BOARD 0���0�2020 © 15 I--- 43 PLATE HT. (VENTED UNLESS SPRAY-FOAM INS. USED) $ 461.00 I2C2X) 9 6 7 }, PLATE HT. 4 CLEAR BEVELED CEDAR 4" TO THE WEATHER 460.00 Imo. - TYP. DOW FIBER CEMENT PANEL SIDING WIN 5 INSTALL WITH ALUM. TRANSITIONS, PRIMED SPRUCE TYP. WINDOW — = HEADERS HEADERS MAIN — a GARAGE 8' INSIDE CORNERS, 'X' METAL an OUTSIDE CORNERS FLOOR 8' ABOVE — R% — = 6 ABOVE FINISHED FIBER CEMENT LAP SIDING INSTALLED WITH 7" OF 0) FINISHED FLOOR — - W26 = `, _ • I�I = c r o FLOOR 6 EXPOSURE, PREFORMEED METAL CORNERS if`` ` 4 aicN. I I q o 7 0 en _ _ __ CO 3 °' N o 7 3X ARCHITECTUAL EYEBROW METAL FLASHING l (5 wv 5080 Pic — _-- _ �' o CC - - W _ • 1 o i 8 6 X 6 ARCHITECTUAL GRADE POST (10 p 1j l� J� MAIN FLOOR Y 7 451.00 9 ENCLOSED SOFFIT FIBER CEMENT SOFFIT NO -.._.._.._ ...so .. .-.......a..a a_:.a_.a_a- a.-•••••.a_a_a-.a.a_a. � 04501NOLGRADE .0 sus es ...... 1 Q 5/4" X 6" DECK PLANKING - TYPE AND COLOR T.B.D. 11.:3 ...... ...... ...... ..... ..... ORIGINAL GRADE_ _ � 11 CABLE RAILING - 36" HIGH TO CODE —LINE OF - FINAL DESIGN T.B.D. ....5, BEYOND FOUNDATION DECK FASCIA 5/4" - COMP. EXT. MATERIAL 1 ai .. + ` AVG. ORIGINAL GRADE 121 - INSTALL W/ SPACERS 443.56 13 5 1/2 x 12 EXPOSED GLB WITH NATURAL FINISH 1- 1 65 1 MANUFACTURED TRUSSES - 24" O.C. 1 + B FLOOR 4 ASEMENT 1 l 15 11 7/8" BCI 6500 1.8 "I" FLOOR JOIST- 16" O.C. 16 11 7/8" BCI 5000 1.7 "I" ROOF RAFTERS- 24" O.C. Li f 17 9 1/2"BCI 5000 1.8 "I" DECK JOIST RAFTERS - 12 " O.C. j d 0 18 N N 2 `1 to rn A L Q o 19 ° L _ � Pc Z O rnL N cc < � i- W 0 X m 20 _j Zmo ZN N J J m 1 North Elevation a o_ Z 0_ to > m - a ¢ d M 21 A11 va" = 1'-o° > 22 CO 23 R49INSULATION L MAX BUILDING HT PER 00 T COA. AVG.35' ABOVE `- —} ORIG. GRADE Si I 24 R21 INSULATION 1 Z oo CT) VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR 25 R-38 INSULATION OVER UNCONDITIONED SPACE W 0 1 1 11 I 4" CONCRETE SLAB- IF CONDITIONED AREA SLAB ON U Ct ' 26 GRADE- R-10 ENTIRE SLAB it - - - 9 - - 43 PLATE HT. 27 0as 461.00 460.00 8 0 Q LATE HT � ,. ..- .-. _ w 28 1/2" SHEETROCK D- �/ L.L s co 2 TYP. WINDOW TYP. WINDOW W25 W24 I, ' o ° HEADERS MAIN O HEADERS - 2540 zsaa 3040 .\ .6 cyg FLOOR 8' ABOVE 29 5/8" SHEETROCK AT CEILING, 1/2" AT WALLS GARAGE 8' PIc PIc il,CA - _ - ,- _ 0 FINISHED FLOOR 1.0 ABOVE FINISHED - I ' o a °ram° FLOOR 5 ram— n I v -6 7 o M Q 30 CO — I '"' �I I _ 1. N O 11 = 31 W _ ! MAIN FLOOR 32 z"za 45100 O wco 00w..>. 33 P.I.P. CONCRETE STEMWALL i mama Iowa Ewa 1 . _ cORIGINAL GRADE oioow LINE OF -i y CONCRETE ENTRY PATIO FINISHED SLAB WITH 2X2 _o�° FOUNDATION--i- CO TYP. WINDOW 34 > BELOW 1 — o HEADERS MAIN SAW KERF LAYOUT PER PLAN OwQOg _I w FLOOR8'ABOVE W x`-'Y� $$H _ _ FINISHED FLOOR 35 ww.=_z..wo L 1 O T 1 w-0._ b z o AVG. ORIGINAL GRADE w ao=Wn-woo i _� _�� 443.56 2x12 FASCIA WITH 2x8 SHADOW, VENTED SOFFIT AT ��<�3 0 36 SLOPED ROOFS w o it o<Ew a 11 2x12 FASCIA WITH 2x8 SHADOW, NO VENTING- SPRAY O w�Q¢o 37 FOAM INSULATION AT CONDITIONED SPACE zu3 �__ _ _ ` -------._.._.-_.. , - ` - _ _}, BASEMENT FLOOR -80tywo Y 440 00 1 ♦ 38 et wwC=.- pOQS ` , , 1 WULL'Z E-W C _ ` 6KZJ i ` 39 CHIMNEY CAP- GALVANIZED, LOW PROFILE XH scow 4 _ \ aw UZ p I ` I 40 1 1/2" GYPCRETE FOR RADIANT FLOOR HEATING=o ' W , � o Al OWNER APPROVAL T , , r ` a 4 INITIAL O' PAGE# 2 - 2x14 SCIA WITH 2x8 W, NO 43 FOAM ANSULATION AT CONDIT IONED ONEDVENTING- SPRAY o 2 West Elevation Al 1 U A11 va° = 1 -a' E PAGE. U EE 15of2147) DESIGNED BY ,9- ' - — - - COABbI B'OVEAVGR EXTERIOR ELEVATIONS m ♦ T ORIG. GRADE MIKE TRAFTON 1 STANDING SEAM METAL ROOFING SCALE LL ati (COLOR TO BE DETERMINED) 1/4" = 1' U.N.O. fi 12 9 TPO WATERPROOF ROOFING MEMBRANE OVER SLOPED ISO 3� 2 FOAM OVER 3/4" EXT. SHEATHING OVER BCI 9.5" JOISTS 16" O.C. DATE 2 43 3 ENC OSED SOFFIT W!2 X 8 SHADOW BOARD 00�00�2020 m PLATE HT. (VENTED UNLESS SPRAY-FOAM INS. USED) �'. -= 13— PLATE HT. 4 CLEAR BEVELED CEDAR 4" TO THE WEATHER • FIBER CEMENT PANEL SIDING 9 J — o TYP. WINDOW 5 INSTALL WITH ALUM. TRANSITIONS, PRIMED SPRUCE TYP. WINDOW W21' W20 W19 W18 ci j W17 _ 304 _ W15 � . 2 HEADERS @INSIDE CORNERS, 'X' METAL (a, OUTSIDE CORNERS HEADERS . 3040 3050 3050 3050 3040 73040 3040 I v w 0 GARAGE 8' GARAGE 8' CA © PIC CA PIC PIC CA - PIC a _ W - U ABOVE FINISHED FIBER CEMENT LAP SIDING INSTALLED WITH 7" OF ABOVE FINISHED C _ _ _ _to,-- r- p FLOOR 6 EXPOSURE, PREFORMEED METAL CORNERS CD FLOOR •' - a• Q o N a Z - .. �� Co 3 0 7 L 6 r ' — I I 11 I a = 8 6 X 6 ARCHITECTUAL GRADE POST 0 LLI _.._.._. „ r -li l,- �t t \ + MAIN 41 FLOORID 12r 5100 9 ENCLOSED SOFFIT FIBER CEMENT SOFFIT _.._.._ _ ORIGINAL GRADE 1 13 450 .00 L 10 5/4" X 6" DECK PLANKING - TYPE AND COLOR T.B.D. )71:3 . pp It .. • •• TYP. WINDOW TYP. WINDOW II I .f - HEADERS CABLE RAILING - 36" HIGH TO CODE HEADERS 3050 Ws 3050 — _ 16 I o8' GARAGE N 1 1 _ FINAL DESIGN T.B.D. GARAGE 8' 3050 CA , 5 CA 3050CA 050 I — `� FALOOR OVE FINISHED ABOVE FINISHED CA 6 — 3 DECK FASCIA 5/4" - COMP. EXT. MATERIAL FLOOR -.\ — o o___ o AVG. ORIGINAL GRADE 12 - INSTALL W/ SPACERS -- __ -� L T1 _ 2- lb-z �- 443.56 ict i{~- - Ii Ih 0 11 13 5 1/2 x 12 EXPOSED GLB WITH NATURAL FINISH •F illLE h - h —� I. - 111 ❑ Mill• HI I H I 1 MANUFACTURED TRUSSES - 24" O.C. 12 — + BASEMENT FLOOR 14 440.00 L . J (1) ORIGINAL GRADE ® — _ ® 15 11 7/8" BCI 6500 1.8 "I" FLOOR JOIST- 16" O.C. • _ 33 16 11 7/8" BCI 5000 1.7 "I" ROOF RAFTERS- 24" O.C. r' — — I �-4% 17 9 1/2"BCI 5000 1.8 "I" DECK JOIST RAFTERS - 12 " O.C. a U a — — 18 N 19 0 o m (1) r CD QMF 20 o Zm0 Z ° ,- J J Q O N �] 3 South Elevation =m2aQaM Q a Z cn 3 21 Al2 1/4" = 1'_0" >N 22 CO -'-_--- - MAX. NGEAVG. 23 R49 INSULATION CO N MAX BUILDING HT. PER ORIG. GRADE O 24 R21INSULATION Z CI_ Si I- Q� _z 25 R-38 INSULATION OVER UNCONDITIONED SPACE W �) J ila 26 4" CONCRETE SLAB- IF CONDITIONED AREA SLAB ON U N - GRADE- R-10 ENTIRE SLAB Q - U � PLATE HT. W U 461.00 27 ca NI _ - I _.._.. PLATE HT. a O Q 1_ '. 460.00 '' n 28 1/2" SHEETROCK CC Ct -_ -- W123018 ■ W103018 ■ W83018 _ in ■ TY:Aa _ = PIC ■ PIC ■ PIC ■II w HE Q TYP. WINDOW W+4605o PIC ■ I w FL 29 5/8" SHEETROCK AT CEILING, 1/2" AT WALLS In HEADERS MAIN \ W13 : W11 3050 ■ W9301 W ° II �I FLOOR 8'ABOVE 3050 PIC ■ PIC 1 PICE III = 60 ° FINISHED FLOOR TT FINISHED FLOOR ■ •■ •■ I ■ - 1 i> a V ■ a cq 2 30 CO /. cc '^ rr 11 /III � i III it 1 ila ■ }- _ 11� iII _ 31_ VJ .• - t II II I III C i Ili 11 i J g z no• 20 LLV MAIN FLOOR 32 0 ooQo I I I I — �� P.I.P. NCRETE STEMWALL - o ,L451.00 _ a N �� _ � � 0 � «� — 33 =ag -._.. -__.-.._..--_ _.._ .- - _ co 0 y 3 CONCRETE ENTRY PATIO FINI FINISHED SLAB WITH 2X2 �, S \ W2 W1 — _ 4 SAW KERF LAYOUT PER PLAN / iwz2c. w �, TYP. WINDOW 3050 3050 - w = < � HEADERS MAIN CA ' W ' 35 J =.... FLOOR 8' ABOVE _ w��= FINISHED FLOOR LU wi-NP` _ _ Q o o AVG. ORIGINAL GRADE 2x12 FASCIA WITH 2x8 SHADOW, VENTED SOFFIT AT <€ w� or. z 443.56 ft31 = - '� -- t\ 36 SLOPED ROOFS n/ ..0 I o 2x12 FASCIA WITH 2x8 SHADOW, NO VENTING- SPRAY O wp<== III I I / a 37 FOAM INSULATION AT CONDITIONED SPACE Iwo° II III I I / I BASEMENT FLOOR mum 440.00 38 ow3� IW �� d !! I 39 CHIMNEY CAP- GALVANIZED, LOW PROFILE �-- _wow 4 X 0. WWI r ♦ ♦ coCCOct L. ZNN 40 1 1/2" GYPCRETE FOR RADIANT FLOOR HEATING z,z, - ♦ OWNER APPROVAL ♦ 41 ♦ 1 42 o NI,wL o PAGE N. z wows swims q 2x14 FASCIA WITH 2x8 SHADOW, NO LAj 43 FOAM INSULATION AT CONDITIONED V 4 East Elevation SPACEG- SPRAY A 12 PAGE c) 16of21 \ . . i \ 1 1 I mit , immin .. iirmiss ii a MAIMVan ilk,,‘ 14.119 W 7- Williihk, to , as I , .......__ ... ... _ iiimai , is ....... al VILI la 1 .1 �1 1 ` minansi Am'_,, maim f Iin , Ir 'Willa imamin] Lase 1 .. VA /I At"IR ).1.. ', , I CI III , i , alit ,i tilim 1 s , _ I an a In I tam ale .. ..,.., Is 'I, Ns ‘ 1 1 , 11 . 1 alL. a 111116tin 9 Y Ming MIN ej r -Tr lit 6- liHil ia ll l Ell L=I . . ant Mill i .ill i k i i ;I_ //: l i , I I I I I : I I m z PROJECT / CLIENT INFO BUILDER INFO: 2. MAILING ADDRESS. O EXTERIOR0 P.O. BOX319 „ m A 3950 Rock Ridge Parkway ANACORTESWA98221 PERSPECTIVES PHONE - COCo -, Z �+ 360-293-7431 m C m T 0 Xl , Anacortes, WA 98221 Strand e r , N z 7 { N W o DESIGNg DTHE INFORMATION,PLANS.DESIGNS,NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL ANO WEB. O O C MAY NOT BE REPRODUCED IN OLE OR IN PART WIThOUT THE EXPRESS WRITTEN PERMISSIDN OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY,SCHEMATIC.AND/OR CONCEPT CONTAIN INFORMATION wwwstrand berg construction.co m Z THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. PRINTLi fearuary 21.2020 S:/Strandherg Companies/SCINC/DESIGN)0BS/Rock Ridga H5-LOT 15/Dealge/3-A_ArchllecturaI l 1 I f 1 ii II .I q � 1 1 \\1. . 1 \ i VA. ‘ I I ` � MINIM t �� ,anti V* to U tiII1111111111-- = Ir , - Mi IV ' illha II /lam 1=71 - gild,, i NMI , i tr ii ill r --r--, t '4 !; ' ' i&:*, `*.. MIS i i 4 a T l :� fy , e f la a 1ittv \iv HI I I 1 , • I i 11 p i �✓ R !� A 1 . i , 1 7}j/ d ii: lei ,..„\ .,; ii ,: ,, , 1, 11 ,1„, ii)iii --i/ i A , r 7 ". i; d it 11 1 , y I I ) I I t - ' - ( 1 ! t / � Is kk I 1 I + I I II I t / I 1 1 (j j .., Iii 1 / t N 11 / f I / I / I i I i ri i. ci z PROJECT / CLIENT INFO BUILDER INFO: m ' n O MAILING ADDRESS: o D z EXTERIOR PO BOX319 ,� N i m 00 m ANACORTES WA 982210 PERSPECTIVES 3950 Rock Ridge Parkway H " -0 m O PHONE: N O D coD Z N PHON 3-7431 Strandberg N m m D co Anacortes WA 98221 o TI o N Z -� DESIGN r THEY INFORMATION. ODUC.D IN IWHOLE OR IN ND ARRANGEMENTS EXPRESS WRITTEN PERMISSION OFCONFIDENTIALBERG WEB' O 0 O r MANNOT CEONINCDDRAWN SNOTD IS PART WITHOUT THE EATR,ANWORTCO ECOT CONTAIN NINFORMATRN www.strandbergconstruction.com Q Z CONSTRUCTION ISCEP INC. SUBJE NOTED CHANGES ELTHE RY GNERMAKE, NO OR CONCEPTACURACYIN CONC P UA 9 THAT IS CONCEPTUAL AND SUBJECT A IONO NF DESIGNER CLAIMTFOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. S:/Strandberg dompanies!SCINCIDESI id-JOBS/Rock Ridge'H5-LOT 19DeaiN3-A_Arch,tecturel PRINTED February 21. 020 DESIGNED BY STRUCTURAL STEEL FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES MIKE TRAFTON Manufacturer: Simpson brand is specified, however any other nationally recognized brand may CO\N-FNTIONAL WOOD FRAMING: Foundations.Footings on Soil: All footings and foundations to bear on undisturbed existing soil or BASIS OF DESIGN—APPLICABLE CODES: SCALEo w be used provided that they are equivalent in their ability to carry all applied loads in all General Construction:Predrill all nail holes where required to avoid splitting- Connect all wood members structural fill.All organic and deleterious material beneath footings and foundations to be removed and prepared1/4" = U•N.0. a orientations. re laced with structural fill- Bottom of foot s to be belovr local] rescribed frost zone, not less than 1..". Code- The designs herein are in accordance with the 2015 IBC. Construction shall conform with4 per the Plans and applicable building code.Where Structural Plans do not specifically address a structural P P the most recent building code adopted by the approving jurisdiction Installation: The Contractor shall install all prefabricated items in strict accordance with the element, construct said element per minimum building code- Foundations,Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, dirt,moss, DATE manufacturer's recommendations and requirements. The load carrying capacity of the debris: or other deleteriow substances.Pressure wash as necessary Ise bonding for to arising Calculations. The calculations included herein are only those required to ensure compliance with code. We Framing Material. All sawn framing lumber, not including beams,posts, and columns, shall be Spruce Pine agentP do not intend to compute every structural element nor every load combination- Much of our analysis is "BI" prefabricated item cannot be guaranteed if this provision is not adhered to. Nails and screwsconcrete on rock. Where rock is sloped less than 4:1 (14-de ees),no dowels into rock are necessary. 02/21 /2020 Fir,Hem Fir, or Douglas Fir-Larch,Number_ or better; unless otherwise shown.All sawn wood shall which will be exposed to weather shall be galvanized or stainless steel. If installation risks P (By Inspection.) have moisture content less than 25%. Where rock is sloped 4:1 14-ddegrees)orgreaterto 45-degrees max use*4 x 18"long dowels cracking of wood, contact engineer for alternate nailing and / or alternate connector. oP ( ) (up €r )> ABBREVIATIONS: Simpson SDS Wood Screws. Where specified, install per manufacturer's recommendations. In Studs. Studs in exterior walls shall be a single member(not spliced nor discontinuous) from horizontal rotohammered min 8 into solid rock.Rotohammered holes to be '4"diameter,perpendicular to face of A:Area iEsc:International Existings„+i.;;rg REF:Reference.mot, ,: generalpilotverydry pilotmay diaphragm to horizontal diaphragm(horizontal diaphragms are roofs and floors that connect to exterior rock.No epoxy is necessary.Dowels to be located as follows: these do not need holes. However, if wood is old and or holes P � P P AC:Asphalt coraete Code REQ or Regd.Required be required to avoid splitting. Use length as specified in Plans but never less than required to walls.)Use balloon framing at stairwells, openings in floor diaphragms,etc. Stud size,material, and o For continuous footings,use dowel within 6"of ends, corners, and intersections and at 36"OC BI:By Inspection CRC:International Residential Cede ROW:Right Of Way- ensure full strength. maximum length between diaphragms is shown in shear wall table. BRED:Bearne,wal]usually) K ICip(l,am lbs.) R::Rift gt p max spacing.Dowels to be centered on stemwall. E:Ela-tic modulo a cr Electrical KSI:Kips per Square:nub S:Section modulus Simpson SD Wood Screws. With most Simpson connectors, Contractor may use SD9 in lieu of Beams and Posts. All sawn structural beams,headers, and posts shill be Doug Fir Larch No 2 or better, 0 Forpad footings larger than 12"square or round.use three dowels spaced 8"apart,centered on EExisting LSL:Laminated ed Veneer I nub& SC:See Calleut e �l P P CCI:Ce u�uctionCa c,Inc. LSL:Laminated Strand=umber SD:Stone Dram 10d nails, and / or SD10 in lieu of 16d nails. These are provided in 1-1/2" and 2-1/2" lengths. except where exposed to weather and specified as PT(Pressure Treated)may be Hem Fir No-2 or better. footing-If dowel is too long to fit in footing, bend as necessary to provide 2"cover at top and • or CIP:Cast in place.,n,aete Lc Left SIP.Structural Emulated Panel Use the length necessary for full penetration into the member(s) connected. Glulans,PSLs,LALs,etc. shall be per Prefabricated Wood Products section below. side(s). CtrIL:Concrete Masonry Unit Nx Not pliable SK:Sketch CO:Catlout or Clean= NB:No:Bering SOG:Slab On Grade CM:311) Nails: Nails called out herein are "common"sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, similar length G For pad footings equal or smaller than 12"square or round,use two dowels spaced 6" apart, cone:Concrete MC:Not hrciuded SPF:Spruce Pine Fr z nail gun nails may be substitutedprovided 50%more nails are used. Forexample if 8, 16d are called out, Cont:Continuous OSOC: :On i emJ Spacing SS:Sanitary STran �r centered on footing. If dowel is too long to fit in footing, bend as necessary to provide_" cover at DF:D„ei,�Fir ass:Oriented strand Road STAG:shear transfer Arc,nd Openia= the number of similar length.131 diameter nail gun nails required is 8*1 S = 12.As another example if 16d top and; or side(s). HE:Hem Fir PCF:Pounds per cubic foot SP:s1Ps shear nail as) allP Hw AC:Regina,':entilaeon.and Air PLF:Pound=-per Linea]Foot TIP:Typical nails are called out at 4" spacing,the spacing of similar length,narrower nail gun nails shall be 4i 15=2.T'. Slabs on Grade. Subgrade below slabs shall be similar to the above.A layer of free draining material and a Cothitaonina Ply:Ply-aloud ONO:Unless Otherwise specified O GW:G.-mum-hear wall PSL:Parallel Strand Lumber elsewhere Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall suitable vapor barrier(designed by others)are recommended for all interior slabs. Gyp:Gypsum wall board PSF:Pounds per Square Foot V or v:Shear rubs)or mint shear lf' Table herein using materials designated for lateral load resistance by nationally-approved manufacturers- Footing Drains-Footing drains,with washed drain rock or Mira Drain or equivalent extending to finished IGitie Glulamof Beam PSI:Pounds per Square Inch respective!): P.Iment Inertia PT:Pressure Treated with presenatit'e W:Wall,full tenet All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called grade, shall be provided at the base of all footings and retaining walls which will have earth placed against IBC:International B,aidine Code PW:Plywood or OSB shear wail WAY:Welded Wire Fabric ID out, or labled"NS" are not intended as shear walls and shall be built per minimum code. them.Footing drains shall be 4"perforated pipe routed downgradient to daylight,unless otherwise ICF:Insulated Concrete Form RC:Relative Compaction Sheathing. "PIN'walls,use plywood or OSB,minimum thickness and nailing as indicated in Shear Wall specified- )11:11) Table,oriented either direction. "GW''r walls are drywall shear walls,use per Shear Wall Table. LPIIITED SCOPE OF CO\SLZTA_NT'S WORK: Sheathing Joints.Use blocking behind joints if indicated in the Shear Wall Table.With"PW'and"GW' Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Garrison.; P-E., walls,no sheathing joints are allowed within 2-feet in any direction of a door or window corner. doing business as ConstructionCalc,Inc-,hereafter indicated as `CCI:' FOOTINGS.FOLN'DATIONS,SLABS ON GRADE:Multiple Ply Members. Scope of Consultant s Work. The scope of work of CCI is limited to structural analysis of a new single- Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends family residence. CCI takes responsibility only for items specifically addressed in our drawings and Trimmers, King Studs. Headers- Where more than one 2x is placed against another and used as a multiple that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. calculations- Constructed items not specifically addressed herein shall be built per minimum code- (1115 pl•king stud,trimmer, or header,connect all plies with led at 4"OC, staggered. Soils analysis and geotechnical engineering are not a specialty of CCI. CCI depends on others for the Beams, Columns.Where more than one 2x, or LZL, or LSL is placed aga,net another and used as a multiple provision of soils data,which includes but is not limited to: allowable bearing capacity, liquefaction LOADS ply beam or column connect all plies with glue and 2, 16d at 4" spacing. potential, slope stability, active and passive lateral pressures, internal friction angle, and cohesion. In the Following are the loads used for the subject design;analysis: .16 absence of a geotechnical report CCI will make assumptions regarding soil parameters,however, CCI takes o Roof hce: 20 psf o Exterior wall dead: 10 psf Glue-Epoxy. Where specified,wood glue shall be commercial grade with minimum shear strength of 450 no responsibility or liability for future settlement, or damage or injury claw to earth movement or failure of psi at 28 days.Use Liquid Nails LN-940 or similar.Prepand apply per manufacturer's recommendations. o Roof snow:ceiling dead: 15 psf o Interior wall dead: 7 psf PP; any kind. o Roof 25 psf o Seismic Factors: Ss= 1-15, 51=0.409 Epoxy used with wood dowels or drift pins shall be Simpson ET-HP, or other brand intended for wood use. Structural Fill: `Structural Fill'shall be granular material conforming to local or state highway o Floor live:40 psf o Seismic Des Category: "D" Wood and dowel shall be clean and dry prior to epoxy installation- specifications for imported road base or sub base; or use sand or other clean granular materials no larger o Floor dead: 15 psf o Wind Exposure 'Cl, 3-sec gust: 110 mph. Window and Door Openings. than pea gravel. All structural fill must be compacted per the following section- a Stairs and exits,residential,live: 40 psf 0 Assumed allowable sod bearing pressure: Use Compaction:Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical(vibratory or 0 Deck live: 60 psf 2,000 psf Header. minimum size as called out on Plans.All headers shall be installed with their tall dimension II�1' ( o Deck dead: 10 psf PREFAB WOOD PRODUCTS vertical. If header is less than 3 inches wide(I.E. a single 2x or single LVI)use a flat 2x nailed to the impact) methods. In paved areas and under structures,use structural backfill compacted to 95%relative e bottom of header in an"I."configuration with 16d at 4"max spacing. If no header is specified, the wall is compaction- In non-paved or non-footing areas use structural backfill or native backfill minus rocks, lumps, Eo assumed non-load bearing and wall top plate may serve as the header. and organic matter, compacted to 92%relative compaction 0 o Where pipes enter and exit structures(distribution boxes,utilityboxes,catch basins,manholes,etc.)use Multiple Adjacent Openings- Where adjacent door or window openings occur in a wall;headers for each P P SINGLE PROJECT: �, PREFABRICATED WOOD PRODUCTS: opening shall be individual members with full-height king studs between them.Each header shall use the structural fill around the structure.Carefully place and compact to 95%o relative compaction under and ( Prefabricated Trusses. Where shown on the plans, all prefabricated structural roofing members shall be number of king studs specified below or in the Structural Callouts. around all pipes. The calculations, drawings,notes, specifications, and or tables prepared by CCI are valid only for the 0 SS w a o designed by a certified professional engineer. The prefabricated structural roofing designer shall provide to Trimmers, aka Jack Studs. Use size(or larger)per Structural Callouts.Concealed flange hanger of similar When roots,rocks, or other undesirable materials cause over-excavation, fill over-excavation and compact project indicated herein These documents are not valid, are not applicable to, and shall not be used for any O o Cr) 3 aai the Contractor stamped design drawings with appropriate notes showing member sizes,forces, installation other project at any other location- Z co bearing length and capacity may be substituted for trimmer. per the above. Q r� lw- ,t a procedures, blocking, bracing, etc. COMPETENT CONSTRUCTION PERSONNEL/SAFETY: x m m Engineered Wood—General_ These products must be provided, stored,and installed in accordance with King Studs-Unless otherwise shown on Plans use the following.These must befall-height bottom plate to STANDARD CONCRETE: Only competent personnel familiar with construction and safety,practices germane to the project shown o , m g zai N to 0 top plate, IE diaphragm to diaphragm. Q o w manufacturer's recommendations.Failure to do this may void the warranty and diminish load carrying herein should be employed to assemble and construct the work. 5 Q O z = capacity.Any nationally-recognized brand that meets the below specifications is acceptable. * Opening less than 6' wide—use min., one king stud each end of header. Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of fc= m o: cc a cn 2.500 psi unless otherwise noted on Plans.Minimum cement content=5 sacks per cubic yard.Maximum Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. I-beam Composite Web Flange Joist Products- The contractor shall install the I-Joist products complete * Opening 6.1'wide to 9- wide—use min.,two king studs each end of header. water/cement ratio shall be 0.45-All materials shall be in accordance with ACI 318,latest edition-Slixing Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the with web stiffeners and other blocking bracing as shown on the Plans and or as recommended by the * Opening 9.1'wide to 16' wide,use min..thee king studs each end of header. and placing of all concrete to be in accordance with IBC and ACI 304,latest edition. finished as-built condition of the structure and related systems. CO manufacturer. PSL (Parallel Strand Lumber) and Versa-Lam Use minimum 2-0E, 2,900 psi minimum allowable bending Discontinuous Top Plate.Where wall top plates are cut,omitted, or otherwise discontinuous at a header, the Admixtures. Industry recognized and approved admixtures affecting set time, tiowability, and or MATERIALS AND METHODS: end of the header shall be connected to the remaining top plate beyond with a horizontal CS18 strap with waterproofing maybe used provided the strength and durability of the concrete is not adwerel} affected- provide and install all materials in accordance with manufacturer's requirements and recommendations. It is stress- minimum 12"length on the header and 12"lengthon the topplate beyond. Strapmay be on top, inside, or o; L P Air Entrainment.Provide 5.n au entraining in all concrete exposed to the earth or weather. the contractor's responsibility to ensure all field personnel understand and adhere to this_ (Laminated Veneer Lumber).Use minimum 1.9E, 2,600 psi minimum allowable bending stress. outside of wall- CO Fly Ash.High quality fly ash or other natural pozzolan may be used in accordance with AST-1 C618 with a TEMPORARY SUPPORT AND BRACING: 00— corresponding r LSL (Laminated Strand Lumber)-Members indicated as 1.5E shall have min., 1 SE modulus of elasticity anchor Bolts. reduction in cement content-Any such concrete shall obtain at least the strength and U_ N and 2,300 psi allowable bending stress.Members indicated as 1-3E shall have min., 1.3E modulus of General Provide adequate temporary support to all walls,roofs, beams, columns, and floor during ZN elasticity and 1,700 �i min. allowable bending stress. Shear wail anchor bolts connecting mud sills,use 5r8"diameter x 8"min embedment at the spacing shown durability characteristics as Standard Concrete listed above- Q co P the Plans but never greater than 60"OC and within 12'of ends and corners,with 3"x 3"x 229'steel construction Design of same is not included herein Contractor or owner should check all temporary- in supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all Z Q> Glue-Laminated Timbers.Unless otherwise noted, all glulam beams shall be 24F-V4 DF.DF.Any that span CONCRETE REINFORCING: temporary and] w or permanent support systems. continuously over one or more interior supports or are cantilevered,use 24F-VS DF.DF. Use industrial Strength: Standard Footings, Stem walls. Slabs on Grade. Reinforcingbars(rebar)for standard footings, J appearance grade,unless visually exposed to interior living space use architectural appearance grade- P Retaining Walls.Do not backfill against retaining walls until concrete has cured to at least 2,500 psi(okay 0 stem walls, and slabs on grade shall be grade 40(Fy=40 ksi)or better,unless otherwise specified in the to use high early strength admixtures or additional cement in the mix to achieve this).For retaining wallsCC 01 Pressure Treated(PT) glulams shall be not less than 109 6 weaker than the above in bending, shear,and Plans. that are to be connected at their top to horizontal floor diaphragms, do not backfill against the retaining wall U 0 modulus of elasticity,using suitable wood species for pressure treating. Strength: Retaining Walls and other Structural Elements. Reinforcing bars (rebar)for retaining walls until such horizontal diaphragms are in place and properly connected to the retaining wall. w U All glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with as retaining more than 4-feet of soil and their footings, and for structural beams,structural columns and the 0 0 C manufacturer's recommendations. like shall be grade 60(Fy=60 ksi)unless otherwise specified in the Plans. CC 0 Q�� PRE-FABRICATED FRAMING CONNECTORS: L.i. Manufacturer:Simpson brand is specified,however any other nationally recognized brand may be used Cr.)provided that they are equivalent in their ability to carry all applied loads in all orientations. LO Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements.The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to.Nails and screws which will be exposed to weather shall be 0 2U•z.a CO sm<w o�oo w =.20 zo HLe Wz2U 0 oOM OM Splicing.Bending.All reinforcing shall be spliced, detailed bent and supported in accordance with the o z o L most recent ACI code adopted by the jurisdiction. Z g g o Welded Wire Fabric.Unless otherwise specified, welded wire fabric(WWF) shall be W2.9, 6"x6"(6 Ga.), 3 w z a w ASTM A-185. Splice by lapping one mesh+2" all sides. .1 o a a z 0 LJW 2 Cover.Provide the following minimum cover: Q z�t w o wI-w2. Footings and other unformed surfaces,distance from the bar to earth face...3" Et ;o&w m Formed surfaces in direct contact with earth 2' 0 <pwwo za.,ow Surfaces exposed to weather 1-1/2" <2 3 0 N-ooQ For slabs on grade,center the reinforcement in the slab unless otherwise specified. r , o°w V 2JS5n W D N2_zm2 pOU �/ NU KZ E BOLTS AND DOWELS IN CURED CONCRETE: L.L g o cc< a19zj General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer o p o w N' techniques.Minimum concrete embedment=4-inches unless otherwise specified-Minimum distance to any f n o o a o edge or end of concrete=3"from hole centerline unless otherwise specified. GAR � V J 2 o zn, Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. jww�Df w�syR f�s o Location of existing reinforcing bars may be by non-destructive methods(pachometer,radar, or similar). ~T-,,� 4c, CI OWNER APPROVAL -2 Washers.Use 3'it3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted, with ► et $ plate washer under the nut as allowed by the IBC.At non-mud sill locations, smaller washers may be used. r r 'r a Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. / t1 1 Non-EpoxySimpsonINITIAL: o2 Systems.Use Titer HD where shown in the Plain. These anchors may be used to PAGAL R resist tension loads and shear loads.Install per manufacturer's reconinendations- "t/owl. ^ � w Epoxy Systems.For bolts,use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, tt 7Gt f2� z with zinc plated,A307 'all-thread' bolts as shown in the sketches. For dowels, use ET-HP or SET high L to S 1 strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in strict accordance with epoxy,manufacturer s recommendation t<a_ i.. Eskts SE.4< aPAGE 15 Fe72 Stearn w't it En '[-rSMs oN t...Y . 19 of 21 DESIGNED BY 2 PW MIKE TRAFTON LOWER LEVEL WALLS AND UPPER FLOOR FRAMING W LL Structural Shear Wall Callouts"—Copyright CoustructionCalc. Inc (COI) -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. SCALE Typical Shear Wall Callout Symbol -FLOOR JOIST ARE OPA EXCEPT SHOWN. I i..._ I I I __ J o This symbol indicates a dedicated shear wall or panel,dae type per callout below. -STAIR FRAMING PER ARCH AND CODE MIN. 1/4 = 1 U.N.O. ®r f Walls without this symbol are not dedicated shear,walls-use code-standard construction_ -DECK DECKING IS 13DD, TYP. DATE ® fiNS", hofshearpaael. ft. -FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. ® 00/00/2020 If"W",construct entire Wall per this callout with minimum individual panel lengths indicated on plan. d If"1S means Not a Shear Wall Build per code minimum. N Sill V Z_/ZI (ZOZL/ Sill Top of anchor __ _ - I Nail Edge plate wall to mat - - Capa- Stud /Field .Sc Block- parallel Top of spc'g city. Nails Stud Stud marl spac'g a Top studs ing at framing wall to Mud sill min. wind` Sheath- or height spac'g Stud (see Stud Top plate w` unsup- or rim perpen- Bottom anchor embed- — CD Call- seis. ing. Sides of screws .max.. .mar. size, std st'l spac'g. Plate. splice. edge ported or rim dicular plate to to meat. d w out Eh.plf min- wall .size ft. in min. specs) in. mitt. min. nail'g edges bll:'g framing (ranting concrete in. 6.6.g21 Cent s— SSW z 10 24 2x4 Sawn sheathin Cont bolt or — one, 6"12@ Ib Cott Iz-blkg sheathin ? S" L J 1- -7 i_ J C W 7 16" either 1J 16 Sawn 612g16 sheathin arH 5 g or 16d Titen (Diu side. 43"lap12 16S OSB orOr-�4 or g 6" or HD_w 1PW , apply 3d 2-2x4 a- 3 x NA '2 4 1:0 phv-o- orLIP4 SDWC- 4.5" 3"wshr. od directly 13 12 Sawn 6 12 d12 16d at 36" 15600, SDS g Or > J to \L d sNip mac See a'_4" 11"_See �53 studs 22 12 1'5 .S LiL 612a12 `Dl Qt ./ /D3 L NLAS_APIMUII3 Sim..or _ 190 412'd16 16dg.3" 2PR' 350 tsame; (same) (same) (same) 16 (same) (same) or 12 (same) (same,) ( 2x(same) (same) ;same, or SDS (same) 36 g g„ iS"j- ai-I r.._.. 10 24 214 Sawn bolt or 5dfor 5 8" ' I _" or 43"lap SDS Titen o� 1.2"; 4;4 , Lim 5GV. �� 5 S" both bdfor 14 16 2a4 Sawa ,, �Ib 2-2x4 w' 3- 2x NA (same) (same) 25x4.5 HD, '2 4 L I I I I. I �_ g p 16d la9" 3"w-shr. 5.8" Or 16 16 2x6 Sawn MLASo. Or IStructural Shear Wall Table© Callouts ° — I —This symbol indicates a dedicated shear wall or panel, per callout below. Walls without this symbol are not dedicated shear walls- use code- 1 This symbol indicates the unbraced length of studs in wall. V standard construction. Walls without this symbol: studs are default 10 feet or less. 16 -- E The number is min. length of shear panel, ft. o If"W', construct entire Wall per this callout, with minimum individual -The number is the max. unbraced length of studs in the wall. Unbraced -. d panel lengths indicated on plan. length is vertical distance between horizontal supports or diaphragms. N 2 ai O C o CA ->a z omQ cu C a M � •N' c W U' >< rs Cu 0 Z m 0 Z o) Vl J J Oa O o W m 2 o < a. co CO L Ca O CL N Z W I— Q) Q J U uj a) W 0 o U CD Cu DC 0 a I I Y J CD en Zion arroD ¢corn- r^ Z2Z ' v J U Z 0F00 J Ou 20 UUQ> STHD HOLD DOWN HDU2 HOLD DOWN MSTC STRAP Attaches to header `1 aso>- _ KD8)SIMPSON STRONG WALL CONNECTIONS / , / a Q (� 0w 0 or top plates. �+ a III WU¢ Z KO20LW In' WOOD STRONG WALL, I, !� WSW-TOW Nw �. aI ',_: Nailsare nolr aired wood Mirvmum in the rim MID LEVEL CONDITION SIMPSONstandard ors�bymemser board area1-RONWALLaopiw Designer . ' inxdvess PER CALLOUT �/� �/ connection. �jwam� r.-! Imo. SIMPSON STRONG-WALL IN a 7/16 OSB SHEATHING • i t( O o0Ixa • r ® �I SB PER CALLOUT I TYVEK HOUSE WRAP o Presasahwe = 2 X 6 WALL SIDING MATERIAL HGA10 - ` cc Nw $� � heated Wine' 1/2"SHEETROCK ANCHOR BOLTS ANCHOR BOLTS \ z i i woe _\• •• �1" rpm 3/4"OSB HGA10 `I w PER CALLOUT PER CALLOUT z?aoo When nailing the strap SUBFLOOR I Ili ' i z hhh , over OSB/p1/vrood. � � t�t� a a w~- \ the tads must haven II —N GOUGE RIM AS _31LJ LJ Z oamwo _ minimum 8 diametersx •} NECESSARY R ! <zm2�1T ptudtationintothe .1-[.,,`O1+ FOR ANCHOR BOLT \_ Fieldtrimmable ^/ Z 60-alz 0 6'��.;�o Y - _ Precut chase 1 ► QU2�o°stud to achieve the and drillable. Lr� 1 tabulated resistances. STHD -. 11) 117/8" BCI for wiring and 4 z�yUo '•e d Shaun ar Ala FLOOR JOIST P, rl openings for 3E 117/8" BCI plumbing and ""�' :IIItYcon. Typical Detail ■ EXTRA RIM anVertical HDU with Stra FLOOR JOIST _ electrical. {'_ Q'" boa P 1 BLOCK I5^`:"Installation Installed Over EXTRA RIM BLOCK ' / Q sheathing STUDS fSTUtD--y' tSTUD %�' Typical STHD14RJ SIDE VIEW' [FRONT VIEW! V I I O z p02 LiS'00 Rim Joist Application i� p F=o ,� TOP CONNECTIONS _J �I II III Q 0-0 o "1a WSW-AB IR*, son ,_ 3>z, - •�`Osi11 O 1- '- o WSW-tOW 1provlded t' �' F with nomzmtb led ,✓ Hex nut and r,, ' r-- Z OWNER APPROVAL a ' � � n ck • WSW-TOW ov�tletl1 �/' / 0 ip' a structural washer. with WSW)instated _ on one side any. ` ,�" 7 Form-mounted e/ , jt en Standard Top e• templates enable ° / 3 wlnAr. oManmum Connection CO TOP preciseanchor 14• � • ' �/y'¢ PACE a—� t , 'shim as Alva,yipllc,-able ka • -..i CONNECTION bolt placement : :' Qa„ _tom'- om-- `10 / ry 1nthtwth <gsplicitinrt- �// ••• •tC Maa'a'shimbefore the pour. I6r 9 � o\ .e Otte - • \:/ t,i tfat f fn. vntha t>d�derChi/ / N° as necessa'y -["t�'J� /� z/j - r>✓ , 1 / •`„• 'P toilgnl In `_ UW. f ..- i(, YRIEER • ` tstIi I 0. lalI/i{ l� L , J nrNlym 1- tie. M111n2 x 1e I a2Y �FY' j' ;� �� s • o 'o. �q r x4 "� ., . '' / WSW TOW installs'ntha p p�+;• • �1� 1A.Lfi6f2, $ 5E'4t-• distance -I 2xkm�m24- end YY4M n. eyrlh'gm 'h• AIgn WSW-TOW n , WSW-TOW installs HeavtDury Connector scOS rews � P0 '•'•e 6" Foundation design PAGE. I' ` is Fort 5raa..wz'�.. notches with bottom with 10d x 245' Ahgn WSW-TOW and rid Y155 so connector ,lY;: ` (size and reinforcement) =TE,AAM,S a'N LC . 20 of 21 Typical STHD14 Typical STHD14 Typical STHD14 of top plates min.length nail notches with bottom sawn larder separatelyas by Designer. y Co rner Installation Mid-Wall Installation End-Wall Installation of plates WSW-TOWXXKT) ' IYR Md 1• DESIGNED BY Structural Shear Wall Table© Callouts M MIKE TRAFTON , This symbol indicates a dedicated shear wall or panel, per callout below. SCALE ` Walls without this symbol are not dedicated shear walls-use code- This symbol indicates the unbraced length of studs in wall. V standard construction. Walls without this symbol: studs are default 10 feet or less. I I I I I 1�4rr = 1r U•N•O•DATE - The number is min. length of shear panel, ft. 1 " - If"W', construct entire Wall per this callout, with minimum individual The number is the max. unbraced length of studs in the wall. Unbraced 1X3 panel lengths indicated on plan. length is vertical distance between horizontal supports or diaphragms. Md 00/00/2020 M 2 /z I izozo (Di) Structural •Shear Wall Callouts-Cops-right ConstructionCalc.Inc (CCD I I I I I Typical Shear Wall Callout Symbol m/ ROOF EDGE NAILING V * 1 I _ This stmbol indicate:a dedicated Shear wall or panel.the type per callout below-. T ---- ®ram Walls without this symbol are not dedicated shear walls-use code-standard construction_ I' ToSHE \fin.lgth of shear panel ftSHEATHING$iM. nTRuss ' SHEAR WALL y If `1",cuct entire Wll perthis callout with minum mdi:�idual panel lengths indicated on plan.BELOW OR TOI SHEATHING CUT HOLES IN FOR If"_NS means Not a Shear Wall_Build per cede minimum. e- ALT.LTP4—\If'I DUCTS,UTILITIES. l '�, Sill SHEAR WALL I Sill Top of anchor - Cl) PER TABLE I W i ALTM4 Nail Edge plate wall to max - la) Q Cap- Stud /Field & Block- parallel Top of spc'g/ I I . IIIIIII D cin-. Nails Stud Stud marl spac•g a Top studs ing at framing wall to Mud sill min. wind/ Sheath- or height spac'g Stud (see Stud Top plate w/ unsup- or rim perpen- Bottom anchor embed- SHEARWALLTOPCONNECTIONS Call- sets. ing, Sides of screws .max.. .max_ size. stdst'l spac'g. Plate, splice. edge ported or rim dicular plate to to went. 40"TTS 3:4LE out Ih•plf min. wall .size ft. in. min. specs) in. min min. nail'g edges blk'g framing framing concrete in. TYP SHEAR WALL TOP CONNECTION 6.6Z2a Cant ' S"j- ( D1 ) - FRAMING PARALLEL RIM OR CON'T BLOCKING one 10 24 2x4 Sawn 6'12'd15 JO sheathin Cont bolt or L \ /// Cont e-blt-g sheathin 5 3" 16 eitherside. 11 16 x6 Sawn 6'12 a 15 sheathin orH2.5 g or l6d Titen 13"la NO SH EATH IN G SPLICE SHEATHING SPLICE 16S OSB orp gorA.34 or V6"or 1'9,w• - - IPn" apply Sd 2-?sl w 3 x NA 721 120 ply"-o- orLTPI SDWC- 15" 3"wshr. iv-- ne--- od directly 1S 12 2x6 Sawn 6•12212 15d at 36" 15600; SDS d Or TRUSS. RAFTER. TRUSS.RAFTER, JDIST,DR CONTBLI t0 max.See @g 24" 12".See MASS al .GIST.OR CON T BURG studs r• 22 12 1.75x5"5 LVL 6I2d12 KM) ffvm D3 orLEN ! .NLx.S_-1P I ALT SHEATHING G L NO SHEATHING - sPtJCE `- Sim.,or m WU HERE OTHER BLK.G 2P�t' lgd (same) (same) (same) (same) 16 (same) (same) 4 12a16 (same) (same) (same) 2x (same) (same) or16 SDS (same) 36 : 350 or 1' or SDS 5•S"j- TYP SHEAR WALL TOP CONNECTION 10 224 2x4 Sawn bolt or ; - D2/ - FRAMING PERPENDICULAR 5dfar d S 10"or 13"lap SDS Titers 20f1 1`"' 5GW 51" both 14 16 h-t Sawn _ 2-2x4 w S- 2x N a (same) (same) 25x4.5 HD,w' -2 4 TRUSS HEEL TRUSS HEEL TRUSS OR RAFTER 200 UP 6dfor 7'i@g16 0 15d @ 9" 3"wt.NO SHEATHING SPLICE D TRussORRAFTER 5,1" 1_-1 o nmrenarNaa a—� 16 16 2a6 Sawn 3.LA.Sa -.. ..may '•.,DINT_ - _ I/ .nVw cua•rt Or - N C yr aooc � Cr•:ou Ui O0) C T IIII�I cs) O n0 - a 1' Q L1J Q U ' 411111111L LL m Ct - --.. Et0•a 4 M -O -- _ - - . - ••I, - - I - UJ O� X N •r - > Q J (� O Z N fn zt cil TOP OFSHEARWALL@ TOP OF SHEAR WALL@ aw 5 o_ ¢ 0 co > ' RAFTER OR JOIST RAFTER OR JOIST NO SHEATHING SPLICE SPLICED OR STOPS CO - -0 S x - _ t r TOR +___ .,DIST OR O CO �`R R ear aft a.*s_,- RAFTER LL CL N IOI CP WN,wM1:-- Z N rtATMD6RAn state rJLQD•BR _ I- 4) v' TOP 5 SHEAR 'BALL ''�� P PLAN - ER TCP OF SHEARWAL. 11I Z C / Q - FER PLAN J U (D3) TYP SHEAR WALL BOTTOM CONNECTION LU i to ON FRAMED FLOOR L LU o JOIST JOIST W/ SHEATHING CC C W/ SHEATHING SPLICE OVER RIM JOIST O Q ALT WALLSHEATHNG _ / L,�_CDSTOPS DRIS K _ -.- ALT 4O -- �. - �, _ _ SPLCEC HERE r SHEATHING -- K: - - _ PLC I_E'EPE �S� TT) III. -.I A W CO nALL fAY DF -. -- = 2 PW wuoamN - <rco< r\ IZpU J V a0oo ZN�LL cO20 ENGINEERS u z c r STHD HOLD DOWN HDU2 HOLD DOWN MSTC STRAP Attaches to header I► 12 J wz.7)- I� (08)SIMPSON STRONG WALL CONNECTIONS or top plates. / ^I� ROOF CONNECTION PITCH1 MARK Q — WC05 " III TO SHEAR WALLS 80 L ��=o� VARIES Sawa =--<,r,:, . - Naequir WOOD STRONG WALL, Minimum not required ✓ "r� WSW-TOW ww��x Ilig MID LEVEL CONDITIONstandard or UPPER LEVEL WALLS AND ROOF FRAMING Gcs Post wood in the rim IMPSON • �- 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. i�rc o • size member hoard area. - ig NG-WALL. alternative top ROOF DIAPHRAGM EDGE NAILED TO BLOCK. -ROOF DIAPHRAM IS 11 RD, TYP. t zI- . Nailed ros��,n-� m s lam- SIMPSON STRONG-WALL II 7/16OSB SHEATHING CALLOUT ,i• connection. NAIL BLOCK TO BOO/1KING BEHHINDS HEATHI GD -TRUSSES ANDJOISTLAYOUTAREOPA,TYP. ..,�1 zopU�w3w -v,_"'"'°" ( D - �I SB PER CALLOUT I TYVEK HOUSE WRAP °O -RAFTERS AND LAYOUT ARE OPA, EXCEPT AS SHOWN. wNwaf=_%<Preservative - 2 X 6 WALL SIDING MATERIAL HGA10 -ALL EXTERIOR WALLS AT THIS LEVEL ARE 1PW EXCEPT AT GARAGE AS SHOWN. Fww¢zireatM bonier \mdyae 1/2"SHEETROCK I ANCHOR BOLTS ANCHOR BOLTS ` ROOFING PER PLAN wFy�° •st- / 1' 4 HGA10PER CALLOUT I 2 X 4 BLOCKING CONTINUOUS _ _ 7/16"SHEATHING woiwa required 3/4"OSB PER CALLOUTj I I - BEHIND TOP CHORD OF TRUSS '■` __ ...„2 When nailing the strap SUBFLOOR - over OSB/plywood, / (2) W z a o 0 ei, IT the nails must have ait —I GOUGE RIM AS LJ LJ NAIL TO STUDS W/ 16d �~`SF• minimumSdumetes NECESSARY R 2 X 6 BLOCKING CONTINUOUS MANUF.TRUSS J O o<awo ' pienehation into the �y i' ' \ FOR HANGER. cadzo Ir • stud to achieve the + .m FOR ANCHOR BOLT Field trimmabl¢aF,+ ^+ NAIL TO STUDSW/ 3 16d. O oco-� O�' 1 Precut chase and drillable. t ) owwoa✓ tabulated resistances. r ._ NAIL WALL SHEATHING TO LU26 OR LUS26 z STHD " 11 7B" BCI g FOR SLOPED TRUSS CC =oo�I Shoern ° d �' n F1 1-1 M for enin and - r BLOCKING W/8d @ 4"O.C. iomwo A. o �/ FLOOR JOIST openings forTypical Detail _ 11 7/8" BCI EXTRA RIM plumbing and �a • ` USED SLOPED HANGERSHEARWAI/„'�L,IoQ0. _ • i= aiVediwI HDU with StrapI FLOOR JOIST BLOCK - I electrical. \ PER PLANLL O. 0 .was " IN ,,,�. Installation Installed Over EXTRA RIM BLOCK a Sheathing STUD+ -STUDS STUD n Z '` Typical STHDI4RJ 1 li a w z Rim Joist Application SIDE VIEWI IFRONT VIEWI '1' - MONO TRUSS CONNECTION TO BEARING WALL o65. re ow "?' .t, TOP CONNECTIONS "1 D Q aoey o wEO crm o RU i' �' i' WSW-AB it.aGAO f wao< i_ �FwAsy� _emu- 2 WSW-row(pimnded j.� LEDGER PER SCREW OR RING SHANK '� �ti .O� OWNER APPROVAL vnih WSW)installedbard - f - ' ' CALLOUT /te �' c / tram-root and back �� Hex nut andPER CALLOUT WSW-TOW(provided \' 17,' ;iiiiII_LOVVER ROOF ' structural washer. wf" �' pith WSW)installed _� \�/�, SDS OR , on one side only. Fonn"mounted Standard Top SCREW OR LEDGERLOK I . / templates enable � - RING SHANK PER CALLOUT ccM ili r.. N maximum Connection .j' ALE.TOP precise anchor eyf'� iY t CONNECTION PER CALLOUT ' d INRIAL. ce 6'shtm as Also applicable for - LEDGER r•,, t� PAGE tt z ♦ •• 1 bolt placementI • Ln i -/ / Ix necessary portal applications • Max n shim before the pour. / w JL la I hi lit / f -, asnecessary. ' /� 1 11 ;qc+• lorngmnr TOP CHORD OF TRUSS OR `L�-�� z vnth a tlCv'Idc!r. ea Lin,rebat 5 s, : a St / two - MIN. HEIGHT TO MATCH C o lag 4i: ` s .• +2a btOlh x k •., HANGERN CVatci 9r3W , v , I o. RAFTERS. LEDGER LOK OR o'• SDS LAGS PER CALLOUT t = r - I �2" I 'e• .00 • h SHEAR WALL SHEAR WALL Eat-,- LeyEERIS SEA4• o ii pt•+I a. zx0 •it WSW-TOW installswitha �d o,+.`• PER PLAN PER PLAN ��� ,L PAGE atf nun cek 2"le pr yew'lone - ''Q hit end distinct Anon WSW-TOW ` / WSW-TOW installs combination of'4 xe SOS '`;°o' 0.: b�' Foundation design 15 FulL ` Min • Heavy-Duty convenor screws (size and reinforcement PERPENDICULAR notches with bottom wdh lOdx2Vi' Align WSW-TOW and c10 x 1Wso Connector xtu :•' 7,T$M.S aAJw 21 of 21 Typical STHD14 Typical STHD14 Typical STHD14 of top plates min.length nails notches with bottom screws{order separately as by Designer. PARALLEL CONDITION CONDITION N Corner Installation Mid-Wall Installation End-Wall Installation of lop plates. WSW-TOWXXKTf. }t • d+