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Permit File BLD-2019-0716 3937 Rock Ridge Parkway
DESIGNED BY o PROJECT DESCRIPTION PROJECT INFORMATION MIKETRAFTON c, NEW SINGLE FAMILY RESIDENCE SCALE z ZONING TYPE: R-2 CONTRACT DATE: 1/4" = 1' U.N.O. PROJECT ADDRESS: DATE 10/29/2019 3937 Rock Ridge Parkway, Anacortes, - - WA 98221 -r._ll . __. ,r PARCEL# P134313 OCT312019 CODE COMPLIANCE LOCAL CODES AND _ U ,T _ Y"- TV OFANACORT ORDINANCES AND THE FOLLOWING: M � PLAN AREAS Ia - 2015 INTERNATIONAL RESIDENTIAL CODE �.. mow. : - 2015 WASHINGTON STATE ENERGY CODE `� _ iii.., _ MAIN FLOOR 1454 SQ.FT. � 0 2015 UNIFORM PLUMBING CODE ! H BASEMENT 910 SQ.FT. (1) w ii flu 0 O ' �~R - SECOND FLOOR 670 SQ.FT. — „� �..4.Iqe NO I DEFERRED SUBMITTALS N. , .. y `` TOTAL LIVING AREA: 3034 SQ.FT. -- I — — 2 r : - r. a I GARAGE 639 SQ.FT. MECHANICAL HVAC SYSTEM DRAWINGS _ rT ~ ENTRY 260 SQ.FT. ELECTRICAL POWER DISTRIBUTION DRAWINGS Y`� Y= : ; NATURAL GAS DISTRIBUTION DRAWINGS /jw - ' ` PLUMBING DRAWINGS 1 _ , _ COVERED DECK 175 SQ.FT. ROOF TRUSS DRAWINGS / CALCULATIONS �- -= , _ FLOOR JOIST DRAWINGS /CALCULATIONS -- ' ` r • OPEN DECK 300 SQ.FT. LANDSCAPE PLANS „ ,, ., LIGHTING PLANS r. '£ _ �i� �` CABINET SHOP DRAWINGS CUSTOM HARDWARE / BRACKET SHOP DRAWINGS SOLAR PANELS (IF APPLICABLE) " * FIRE AREA: 4108 SF FIRE SPRINKLER IF APPLICABLE ;� soaFILE COP W _ ELEVATOR PERMIT (IF APPLICABLE) a+ ar µ FIRE FLOW REQ. = 1750 GPM / NEAREST HYDRANTS ci 1 Y OF ANALOH FES DESIGN INFORMATION HYDRANT: #923 PLANNI . Ti. C. Cl. „TING DEPT: BUILDER: STRANDBERG CONSTRUCTION, INC. DISTANCE: 71' Q, t::',T.D ( ,\NS o P.O. BOX 319 FLOW TEST = 884 GPM 20 PSI, ERMIT #: f�IA —•-UL!1•-¢'0�' o ANACORTES WA 98221ir 1H[ 1E p 360 293 7431 ir) iEN- ciEHYDRANT: #929ADDRESS: 7y�1yr� /' o 1K1E1[ NSCHES DISTANCE: 206' - l /g FLOW TEST 1002 GPM 20 P��PROVED aY: ?-p °'in w DESIGNER: MIKE TRAFTON - STRANDBERG CONSTRUCTION INC. Sl ECT TO FIEI n ! 11:: 1. !'.' lx- '' - ANw M m COMBINED FLOW TEST = 1886 MIKET@STRANDBERGCONSTRUCTION.COM 9 LNOTBEAi1L.,,,.,j %:,;,;Liuih S IL,TI�NN t9 DRAFTSMAN: KANE ROEDER - STRANDBERG CONSTRUCTION INC. PROJECT TO HAVE FIRE SUPPRESSION SYSTEM m a a a M KANE@STRANDBERGCONSTRUCTION.COM 3937 Rock Ridge Parkway, Anacortes, WA 98221 QR HAVE HYDRANurrFS, T '.)'=-- PAGE INDEX — ed COMMENTS REVISION TABLE oi - ``�i-pAd IC- ��ys��, Nj�°�r�p PG# DATE DESCRIPTION PG# TITLE o = w GIB IIl/ 3 /z0I5 /ad// /a - /--- �P .5:•- 0 o COVER SHEET Z U 0 Q Cl SITE-LANDSCAPE-STORMWATER PLAN A 1- A16 AL l i ( / 3 l z oil � - G. ti� Zoe C g �-� , .ew � o�.,r w;�.�. � lo U z w h C2 STORMWATER BMP'S w CD a co C3 CURB, SIDEWALK, AND DRIVEWAY w Et Q Al ARCHITECTURAL NOTES a w was A2 FOUNDATION PLAN I CL Y A3 FOUNDATION DETAILS _ ~ A4 BASEMENT FLOOR PLAN _ - M M A5 MAIN FLOOR FRAMING PLAN A6 MAIN FLOOR PLAN zww A7 2ND FLOOR AND LOWER ROOF FRAMING =_�_ 0Q0 iN-LL z0 A8 2ND FLOOR PLAN .=a, J < zfpU A9 ROOF PLAN W .02. A10 ROOF FRAMING PLAN W Zi-oO I OaHxa All BUILDING SECTIONS - Nwwz ,FE Al2 BUILDING SECTIONS 2iitZnWO W, ,g§ ZIQ.K QL2W� M1lr A13 BUILDING SECTIONS _ W „., A14 EXTERIOR ELEVATIONS am =°m a A15 EXTERIOR ELEVATIONS EE A16 EXTERIOR PERSPECTIVES U!! z S1 STRUCTURAL NOTES a w,� �oR8 S2 ENGINEERING INFO BASEMENT PLAN !-I _ =2oa S3 ENGINEERING INFO MAIN PLAN OWNER APPROVAL g S4 ENGINEERING INFO UPPER FLOOR PLAN N INITIAL: C PAGE# z kn w 0 U Z U y E PAGE 0 1 of 24 _ N DESIGNED BY N gi MIKE TRAFTON t SCALE o 5 1/4" = 1' U.N.O. DATE 10/29/2019 t '`. MINIMUM TREE DENSITY CT) ih, ��,�, 11 0 � ANACORlES MUWCGOE-16.56.0]0 rir fY) r` 'r - tree units required to be provided by a regulated project or tree Z Calculation of the Total Tree Units Required.The total number of 0 shall be INS 470gi 1 76�%St OPE ` calculated by dividing gross site conservation permit approval ted in area, minuseu any publiicc or private p� • �x w,��°�, rot���li(r•;a� - \\\ result otreet f the calculatiohts-of-way, n will be the total number one housand Table of tree(D).uunits The 13) W - �_. C . A required for the project pproval within the building site. r,' r� 0 / 'i \\ LOT SIZE : 9,203 SQ.FT. TREES REQUIRED: 10 o • ZI • '... /fll �• LOT INFORMATION ID n e jt.f�o _ LOT SIZE :9,203 SQ.FT. 21 )111110 "Z�� 'j 1i _ _ N`� CLEARING LIMIT AREA:9,203 SQ. F f. }• 1 ". ! %- =g` 0 \� so \` MAX BUILDING COVERAGE(35%):3,221 SQ.FT. t- I `� a� 1 ' t C2 ti C2 ,7�lrr'rte5 s Z ? b ACTUAL BUILD.COVERAGE(31.06%)= 1,947 SQ.FT. C 0 SOIL STOCKPILE O S�TF�\ • ; v .. IMPERV.ROOF AREA W/OVERHANGS:4,322 SQ.FT. CC N. 1(MAY BE LOCATED AT; O FyC - 1ps a / , /ti r. 0, IMPERV.DRIVE&SIDEWALK AREAS: 1,538.09 SQ.FT. all / ��.� RR DEVELOPMENT ; d \ "d . _ t I v - a a \ . TOTAL IMPERVIOUS AREA : 5860 SQ.FT. / \ STOCKPILE) ry a t ��•�._ \ • f - - o - V �� PARCEL# P134313 1:`-- \ PARKINS d \ a • v' 9 y / MAIN LEVEL •'K'No . ADDRESS: 3937RockRid aParkwa ,Anacortes,WA98221 / • COV DDECK- 175SFe o P o a \ OWNER: REINSCH 44- GROUND LEVEL A a a a a d d ` d I _v\ (110 �COV D AREA- 124 SF n 20.e ITN e " a r ° PROPOSED DRIVEWAY ~ /� a t `\ I 4Z�' (-2)'` 47T ����Oj �' e o APPROXIMATLY 2,375 \ � I .�HGSS � d a _. d SQ.FT OF SURFACE AREA -° o °,: 1 478` . P d d d - d d d l �!� - v e 5.• ' w 1 4 V V V• 4 4 4:\. d o 4 4 4 4 E 5'-1" ROCK RIDGE SUMMIT ° d d a d a o Deciduous Trees j .30 4 0 4 - C v V a C r• 4 4• ` a • � • �.. s Quantity: 5 o 474.5' (+2') %� r - 391-3" a # t N j LOT 2\ . • 479' �` d ' a a ) d a a a 4 a .., a . a in I 9,203 sf a a �, �, Q m a e = Conifer Trees wd r;MAINLEVEL dddd d \ cd • dd ° Qty5m z N N m J J m ▪ 5'-0" 486.5' 4 • ' a O V O ��C a 4 4 e "'ff/'9PNi. . to <7 D_z a S W ir AVG. ORIGINAL GRADE a a a d 'a / ( d s' 1,. a ° o • a ( T . NOTE: 476' 47T • f CLEARING LIMIT TO BE ENTIRE LOT •• 10'-0" w COVD ENTRY-260 SF f d o d d d P a 478' ' ACCESS-ESMNT._ a a��--, - - STANDARD HIGH VIZ. CONSTRUCTION U d - v v c ' �_. • \ a a a SILT FENFENCE C BE CE N/A.INSTALLED WHERE HIGH VIZ. 7 y\ + m COURTYARD 360 SF - CUT AND FILL AREAS TO BE ANYWHERE HOUSE, u_ N 11.1 V- w i 1g I d `- ;® �} d DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL Z 0 co V) % APPROXMATE, DEPENDENT ON FINAL GRADING. H C cn • z • \ 1 GARAGE LEVEL '> Z w W o L \ -481.0 j a • d - e CONCRETE WASHOUT AREA LOCATED AT W m ��irr •\ , b j `-� o ROCK RIDGE DEVELOPMENT WASHOUT LOCATION. J N a N U LL I In • ¢ 477.50. ,\', d rn 0) r II%.,•rVR`�y�OQ�/ / _ f \9F�9/'L 1 _ Id Q to c N . vazi I1dCF=�' -DEVELOPMENT OPMEN SOIL OT STOCKPILE CK PILE MAY BE LOCATED AT RR W ' — 04 0 1 \ / QP� \\�'/'(,, ? d o a a f 7Hx IMvhn ta2‘v tkq wtu f}F AT S sT O U c b I ` \ -- \ iy 10 0 ° t �_/ O SOIL TO MEET BMP T5.13 REQUIREMNETS m Q u, W \ v� o 4 m o G2 SIDei- CIP - Ace-SA SNa2d7 vx: 0_ VJ ` 0' D 'G SETBACK � ,� O , �� , 475 v�y' stop, yl/c1 a `a a " o 1S Z6D F it Cd�nG . 1q . h3•b3�� FINAL LANDSCAPING DESIGN TO BE APPROVED AT A Z en tts- w r --- _ w M 16' 0" LATER DATE. N <.. _ -- ---- ` - �- _� - r-+ to d ._ did -! f _ 1 �1 1 MP^t HST Dttc-HP4 mac- Dt Tt�( bc-., to �y UJ � • o� EN ---`OP *,4 "� --s ,F r . - FINAL LANDSCAPING DESIGN TO MEET ALL CITY LL�^� }'Vt� StCI FENCE o N - — Cz �T�R �— -._ B it �v2i Ace cF A. Ft itc- mil' d2 I' © REQUIREMENTS. - z t b �. v d a _ mac , ('2t :1I. .c10 - geiP-4 C , Imo, A•3) a \ \ N �o; - it - SEE PAGE C3FOR _ SETBACK & HEIGHT LIMITATIONS <woa ` d d e - d CONCRETE DRIVEWAY S�1 P CIC-Ja,11- ' 7-2 lrl l-e LT .S .Yp, FIRS-/ m a z a22U a \ \ yy �-- .r/ jj�r APPROACH DETAILS MAXIMUM FRONT SETBACK 20 FEET Z e-z =W , ' MAX 20'DRIVEWAY MAXIMUM SIDE SETBACK 5/10 FEET I Uoa> �i� ` a -`� WIDTH PER STR-28 OF w z z o ~ \ ` ` e - a 4 MAXIMUM REAR SETBACK 20 FEET aoo� EDS STANDARDS WiCOVERAGE CALCULATIONS m SQUARE FOOTAGE OF THE LOT: 9,203 sf 'v^ �'a2w R>tij S2L FOOT PRINT: 1,947 sf V! ,„u N 2 COVERED PATIO/DECK: 179 sf �w W az BUILDING COVERAGE: 1,947 sf ,0514 / �oaw$ ALLOWABLE BUILDING COVERAGE: 3,221 sf Z 3raao O 2 SITE —STORM—LANDSCAPE PLAN a„€zo aa0wo w N p CATCHMENT PATIO: 179 sf pa$o 1- BASIN DRIVEWAY: 2,375 sf J E'oa'- rl"n w r" SCALE: 1/8" = 1'-0" ` z E,O1 zWS - W CC "°=U 3 N TOTAL IMPERVIOUS COVERAGE: 4,322sf(47 .00%) w0002 O �o�Q ROCK RIDGE PARKWAY , ,. ,� ,� PLAN AREAS Cn f— owat 8,74 __ , _ _ . __, _ . _ _ • __ _ . _ __ . _ _ • _ _ __ _ ___, _ _ _ _ _ Minimum Requirements #2 BMP'S _wog 4aia' � As tcT� R..i5 )..>,rec? MAIN FLOOR 1454 SQ.FT. �a BMP T5.13: POST CONSTRUCTION o}Zy $U 2 SOIL QUALITY AND DEPTH BASEMENT 91 O SQ.FT. OWNER APPROVAL ee BMP C233: SILT FENCE SECOND FLOOR 670 SQ.FT. i WATER BMP C105: STABILIZED CONSTRUCTION TOTAL LIVING AREA: 3034 SQ.FT. NRA `" C2 ENTRANCE/EIT PACE# STORM DRAIN INLET PROTECTION GARAGE 639 SQ.FT. /'� HYDRANT 929 1-40.20-00 1002 GPM @20 PSI ENTRY 260 SQ.FT. \�.J/ a e BMP C123: PLASTIC COVERING COVERED DECK 175 SQ.FT. PAGE gi 13 o B n /HYDRANT 923 ® BMP C154: CONCRETE WASHOUT AREA 2 of 24 ct • . , . . .mom . . . . . . . . 884�HYDRANT 923 l� OPEN DECK 300 SQ.FT. N mama mamma A BMP T5. 13: Post-Construction Soil Qualityand Depth DESIGNED BY -, © BMP C235: Wattlesi © BMP C1230: Surface Roughening BMP C105: Stabilized Construction Entrance / ExitMIKE TRAFTON Purpose Purpose Purpose Purpose and Definition SCALE nu 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: „ _ z 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 1/4" - 1 U.N.O. LL 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 10/29/2019 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 prior 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 - 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-site 3) - 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 - - '` passing between them. materials such as compost, composted woody material, biosolids, and forest product residuals. It is VI �_� ��„"3=; r Tr .:`E= important that the materials used to meet the soil qualityand depth BMP be appropriate and beneficial to G- G3G �� Design Criteria P P G>•�.-•� .3 G� GZ Gri C� • "� a - 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 aY � � _ _ _ " "' 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 `••yG,.y11 G si Vw G G -S. o� c� w � GL G�3 ? G 3 C3 -• soils with gradual slopes. On loose soils, steep slopes, and areas with high rainfall, the trenches should be greater than 33 percent. >^ },';` ' - �" dug to a depth of 5- to 7- inches, or 1/2 to 2/3 of the thickness of the wattle. Design Guidelines \ "�r7r �� c+r-G ...at,G - 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 NO s � � • z.. a - ,_. material evenlyalongthe uphill slope and compacted usinghand tamping or other methods. practicable. In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a ,� } G P P P P 9 __ �,')�S■ �a�__ - 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 'r:.k n_'a t •,; •ery,p and dotM, Q `=•. rainfall. The steeper the slope the closer together the trenches. - portions of the site where feasible. mua qi sK.... Gy rwy 0;G J 'het cpe p•:'::es :coves Yraw9 r,z •• `w' _ -.'t. - Install the wattles snugly into the trenches and abut tightly end to end. Do not overlap the ends. - - - - ' - Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, G rz o �Z .:.d•seec.•s nf;I s d educe rune. a. W.4. - "G '��. _ _ - Install stakes at each end of the wattle, and at 4-foot centers along entire length of wattle. incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, Tracking - If required, install pilot holes for the stakes using a straight bar to drive holes through the wattle and into :a -i' demonstrate the following: the soil. • - .. -, 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 - organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the undisturbed soil. ai also be used for stakes. ,ewe The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of it-u - Stakes should be driven through the middle of the wattle, leaving 2 to 3 inches of the stake protruding :,.I••>Erl ':-=-e incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be Sam 11-11-I raxesce cnc-eesenr q'.p c�a-.• • 1-11-11- above the wattle. _ _ scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where 11=11_11- - sca s - -711. 11_ • , • Maintenance Standards feasible. 11=III • - - Wattles may require maintenance to ensure they are in contact with soil and thoroughly entrenched, 2. Mulch planting beds with 2 inches of organic material. 11=l °-° especially after significant rainfall on steepsandysoils. - 3. Use compost and other materials that meet these organic content requirements II11.11�I u.1111°n P Y g "Ke`" e - n n u=lr a n a. The organic content for pre-approved amendment rates can be met onlyusingcompost meetingthe 5 rc -1I 11=1 9 P PP P 11=11 n_I=1-11_ E„ , ;1E,--: , ,1-11 compost specification for BMP T7.30: Bioretention Cells, Swales, and Planter Boxes (p.959), with the i.=.IL=.11=n=1. ;`�- 11. . + r.\ exception that the compost may have up to 35% biosolids or manure. The compost must also have an =u=rr 3 °:I 1y r ,lin' organic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen =n-rii:h 11_ .::es: 1=11=1 -.J1 Contour Furrows 1. Dive:ay>-.3 -net J , ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands 11=11-11-. . 1_ rn^u^:-c,-es; .11=11=6 MaRr-u•• ces'eau^s+nentsof:he region. ° n I I1= °`TM�n2ap b. Calculated amendment rates maybe met through use of composted material meeting nu- -n-n-u ; . Its ccrmndec d a: Pr:ce'. :r-- 9 P (a.) above; or o T'I='I'°= _ _ of -gresse_ress other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the E-eves:. ;ase^see: '.- _. 11=11=11=11= - :.:n; w - :^.e e- anee be c 11 II 11711 11- 11=1 ^u:"•-ainfa ._nd de'r=7s4 ' -c=. 1 11=11-II II 11 11-11 wane SC nrc= rea o �t l- contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220. II11 IY II II 11 II" II=11 cra-s,.f`tweFa:. C U ---11 Ir 11 =11 11-1111= I '.t,- The resulting soil should be conducive to the type of vegetation to be established. N E II II 11 =ii= 11 NOT-0SC-. -°_ I Implementation Options: The soil quality design guidelines listed above can be met by using one of the m ti -°.:,r: sr., he r O slION Figure II-4. 1 .5 carical:'_ .L:e AQacu,trois �„ methods listed below: p wm 'cc Surface Roughening by Tracking : ° I. f she*Oily abut ` Figure II-4.1 .1 1. Leave undisturbed native vegetation and soil, and protect from compaction during construction. u_ o co w - 2,0 IIIVII Stabilized Construction Entrance 2. Amend existing site topsoil or subsoil either at default pre-approved rates, or at custom calculated rates ix a M 1- arc] Contour Furrows �I, s" Rev mod,-,eC° : based on tests of the soil and amendment. w x ° - =-A=.-':E'1- Cr `- ='-=A'1-YEYT Cr Peeised.-ne=Q'. ` \1, _ 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be o Z In o o ci m ECOLOGY se se !. deft yv af7.y:. r.': bh ' ::0 V: .: `g°e'•,e:1c- . ECOLOGY =_a.e Bee na N! 3yJ.-p,^ ::gh:'Yr :,:v-gh:-. -. :rg pr.) - :.a.e :r •.a.v,;-:r I- ;a uu '.ilry.an: . ,-la - ..� �.. -1,•_ .r::a-, ,;::• I- 'sync` acily.an: : 1:1a-e- amended if needed to meet the organic matter or depth requirements, either at a default pre-approved rate m a o Z = F, w I 9 P q P PP m a ¢ a ro s, c-217 3 em; c or at a custom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. © BMP C 154: Concrete Washout Area �` ° 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 W :.:a:in de:enes depth and organic matter quality standards, and is not compacted, does not need to be amended. P x"i, tyre and ) _ , ,• 1. Size the below inlet grate device (bigd) for the storm water structure it will service Maintenance U t Purpose slap..steee-ess ,\ Sc:n'ent o•;ani:-user, Prevent or reduce the discharge of pollutants to stormwater from concrete waste by conducting washout off-site, or a- :tesee:sar= - Establish soil quality and depth toward the end of construction and once established, protect from 7 3 performing on-site washout in a designated area to prevent pollutants from enteringsurface waters or ground water. - pa,re:athe1. 2. The shall have a built in hi h-flow relief s stem oveow b ass com action, such as from lar a use, and from erosion. ZP 9 9 bigd9 Y ( bypass). P 9 machinery - Plant vegetation and mulch the amended soil area after installation. 0 W 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. u- 0. N N Concrete washout area best management practices are implemented on construction projects where: iI 1 - Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than Z - (il co - Concrete is used as a construction material. -1 8-01.3(15). continuing to implement formerly established practices. I- ��1 0 a) - It is not possible to dispose of all concrete wastewater and washout off-site (ready mix plant, etc.). I i l 3'-5 175-125mcn: v� ag - Concrete trucks, pumpers, or other concrete coated equipment are washed on-site. Note: If less than 10 concrete . f. • • 2 rr-nrpa. 5'61"'t 11 w w trucks or pumpers need to be washed out on-site, the washwater maybe disposed of in a formed area awaiting _ - °r" ' 1 ( 1= P P P r °/ DRAINAGE GRATE I !/J TRIM concrete or an upland disposal site where it will not contaminate surface or ground water. The upland disposal site 5 - _% 0 shall be at least 50 feet from sensitive areas such as storm drains, open ditches, or water bodies, including wetlands. `• , GRATE ERNE y�a�������H U = o U rxt•Stake - .,/� nip 4,. W ellI):z5x 25-r-. r , Cti e a; o V 6-• C I a'e a o !^ M 41 rStrall nen awn recr es:he acelYM _t C ae:--s stak rag SEDIMENT AND DEBRIS mu f • V J �1,_ •r1,. , ,' cf the so i l-a rend,.'S'-5 -7o-"Zfr-r-'. :eeo.cur_�,o-:cnto--. • OVERFLOW BYPASS 7 Rtrc9•,st-et De a caed::--n-nd_fa-:-n: •, ,--ID -_e s L I I-I I-I I-I -. I I / - Cn 35:e5 s D LIU Figure I I-4.2.-I= BELa1N INLET GRATE DeACE San hagiiiiiiiill Et _ Wattles -. a�e I_I 1 1 I I'R Berri Jan ba'g _ -h' •:E 7 e.SE°'...e Y'Er �l� 1i r11i iastio n t a:e :ILOGY -co. P g •t r• e - •-.-iv.r,e.�ar..yu a,�:y : .i:- 'gh.. .-{- '9°e_.,a,1c-:. 0 �� z z_, _ i:ss ;r ..:.s,-,:::• I-:a:cn c• ,cilry.amosda.-'e' a o. -5 I I A I I �, 1 BMP C233: Silt Fence U) ==1r, r20 1 © BMP C123: Plastic Covering Purpose 0, LLN$ i - pLLZ0 I I I I Use of a silt fence reduces the transport of Bern sins" to-_rrhs :=zF :e: CL .Q z< I i Purpose . • .• coarse sediment from a construction site by a:z=._ J;E vat es w0•-•{4c ¢y8 SC ZIto Plastic covering provides immediate, short-term erosion protection to slopes and disturbed areas. n • e providing a temporary physical barrier to §.w<<wox . - - - - Section •A-A sediment and reducing the runoff velocities of ca =`'� ' '= m p o, 1-1 I-I I-1 I I oz0LLw Plan t , .s Sin: r.c's Condition of Use • ° a c • overland flow. See Figure 11-4.2.12 Silt Fence " N -rL-- 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. L.1� =�o tie:e-,-ed n:-e le: as stated below. SECTION VIEW 1 ' ' g_x e k Type "Below Grade" o note .v_.s Plastic is particularlyuseful for protectingcut and fill slopes and stockpiles. Note: The relativelyrapid NOTTO SCALE Conditions of Use al w n sha, be i-sulk: P12wwz e::.-in 'e „af:ne breakdown of most polyethylene sheeting makes it unsuitable for long-term (greater than six months) RECTANGU ARII�GRNAGE GRATE, Silt fence may be used downslope of all F- �y 52 RETRIEVAL SYSTEM(TYP.; i rr-- w=>y -a :IT Mir TT.`, carTporay cruets applications. \ disturbed areas. 1 E r>xI z W o 573secut facility 17m-•..n - 1 - 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 :n U ,, IIi ��g�LL fr_ adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes.- water from going beneath, through, or over ,,,� oQpwo •r`r.`,:s: 1:i"e / . tC? sree ba spwrg may bek,.np�c ae zlQ•w-caf-c;r>.;Ice azvLLi Zo Plastic sheeting may result in increased runoff volumes and velocities, requiring additional on-site ■ r - f� the top of the silt fence, but shall allow the lime Pcss e:_•._em N-aec 2Z ;.:.in: e- .; measures to counteract the increases. Creating a trough with wattles or other material can convey clean F O T�r � ,r�. '�� water to pass through the fence. gwo1 _ .82 :el :e-sc- aa: water away from these areas. \\� �J Silt fence is not intended to treat y_i=�. _ - To prevent undercutting, trench and backfill rolled plastic covering products. concentrated flows, nor is it intended to treat -taa:at7,7 tah•_wed ir w=_= z le:: _ i1 . I, _ - While plastic is inexpensive to purchase, the added cost of installation, maintenance, removal, and % 1 substantial amounts of overland flow. Convey ir �wg 0 1 II ■ _a _ disposal make this an expensive material, up to $1.50-2.00 per square yard. any concentrated flows through the drainage a-tw•: f O ! - Whenever plastic is used to protect slopes install water collection measures at the base of the slope. system to a sediment pond. iih zaZo_ ��ow =eke `rP : These measures include plastic-covered berms, channels, and pipes used to covey clean rainwater away BEtOWINLETGMTEDEACE OVERfLOWIYPA551(PEP) Do not construct silt fences in streams or nmG= , from bare soil and disturbed areas. Do not mix clean runoff from aplastic covered slope with dirtyrunoff use in V-shaped ditches. Silt fences do not fil G ..:- vJ bbP3 , Section B-B P �;�N = / provide an adequate method of silt control for 1 E tre edgy v= • 10 mil:Aastc fin: from a project. q L 581 ,•-s:a:ker• -. g maw OF anything deeper than sheet or overland flow. , 1 Q e _ OWNER APPROVAL _ :rSi rxlgh Plan WfOMARNRINMILT - :r Ere 2 a :taxi ffa9le ren e .ttcu,a:-, NOT-OSCs-c T >� 'Above Gracie" with Wood PlanksMARK W.MAURER YI ISOMETRIC VIEW 4601f1E IC.XNUSaw sonaromenent esone Figure 11-4.2. 12 wrrwl o �r'�sarw...r.r�p.�.r� 0 Silt Fence PAGE5- -ME lT s Re'.'sao:c,:er_°'a rn ECOLOGY saces-., :=r.redevi"ayv::^y^.gy14,1ne:r_aigN : .e r_,.rag Pen ssir;. BTORM DRAIN , iiiiiiiiiiill FICIUIeII 4. '1 .7C1 INLET PROTECTION nsm:aa,v,:::r a.ur<' a.IIri an::;:Ia C2 a Concrete Washout Area STANDARD PLAN I.40.20.00 _ __ . R_V E,1_ = Retr,sed..ne 20 Pasco 6VED KR PUSLIGATION 6 ECOLOGY - as=e --- ^ ---t a y9-- ycyhr^.! r f'!-- HIV -.-21 -u ffg------51 -- my m.�ewm//f I PAGE g �.Siore a.°.e.e..e.,r...,.e 3 of 24 w =aa :r tr;svr::r I-. •,:cnc ._d f an. : ,-la a-. �, DESIGNED BY STANDARD PLAN F-10.12-03 - CONCRETE CURBS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE MIKE TRAFTON .o _ SCALE o _- _. MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS 1/4" = 1 ' U.N.O. - FACE OF CURB -r r^,\`RAOT FACE OF CURB - VARIES 12"TO 24'' - FACE OF CURB c--- FACE Of CURB - - _ DATE VARIES 61/C VARIES ahh :-',I D°•' S 1R' VARIES FROM 6' RN) 10 U'IINi• h r:- F ...LL I I - -� 10/29/2019 Nfi:NTAIN tt{ 6V SI ORE I I' �� EXPA.'.LL-f. JOINT ITT. FI\I<I I,-'i F, IaF4.1AY 1" /0"TO 22" " , - .. I ) 6112•. 1' VARIES 1 (IM ON Slit OF CURB / CEMENT CONE,PECESTRfAN CURB f'YP,) :°EE STANDARD PLAN F.10.10 :SEE NULL tl EN•F1ANCc A. ,'(MO R. (SEE CONTRACT) r 1"(M9 R. R . /� I f RomEN SPECIFIEC IN CONTRACT,-. tp'lra''AI": j j f'(RQ R. - MATCH ROADWAY SEE STANDARD PLAN F-10,12 —pr I YI j Wpm ROAgp[y NAra.'ROADWAY W(IN)R. / MACH ROADWAY SLOPE SLOI't SI OPF 1/C(n)R SLOPE r \ _ ! CEMENT CONC,SIDEWALK C•IV, CONCRETE \\`�\ U R D - s • ) 1 s b ,/ _ UP (IN) NDAl71NAY 12' (l ) ROAOv11AY Ih, LPSTANDARD AN O]h`T / 5MSEVfALK ()b b ', bI ,:1 LIN R R ; Y= • J ROADWAY - f. . y ROADWAY ,t.1 . 1.- �4/--/ fib •y_ - ill. ter_ NATGH SIOEOVALKSYtaT�_ ► � \\1` ' t• / W ° •° , ��1111/3/ f isEe crluLcl) • . :> - Y _ • •M '. a - , a - •h 1�tV • .A r .f '� 4�``_- - \ :\\N <,`... s • s . • s s • s "• f" • - ' b FLUSH OATH G.-TER PAN AT CURE) � �� � .. "` •U--"- �`t• ``�b • • .s f . MP ENTRANCE -':2• IN)VERTICAL A r I ,� ..l L PAT URIVEVeAv ENTRANCE I/� n Im 11 vl ' �I Or L..�����LE�•� ` f rl_ C)) _ L.I. DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION — 1.1— DRIVEWAY TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS AND P_AN VIEW CEMENT CR FTE ctfRB DRIVE (-YP., gi DRIVEWAY ENTRANCES I B ,. 1-1 N CONCRETE AND OUT TER(SEE NOTE 3) 6-0' 2'•E' : C DRIV tdAY ENTRANCE TYPE 1 ` ' H '•ND GUTTER (np,y n �,i PLAN VIEW SIDE St oPr ?TVs,) SEE NOTE a) TYPE 2 'MC)USE THIS DETAIL - — ' Whet• the driveway wldtn exceeds 15' (U)• construct a hull deolh 15-MAX.(SEL. 1 J I t 6) _ VARIES I) 7.1.5 •oI : NOTE B) expa'r-for 'oft r:I"1 :'19" (In) joint flier along the driveway r rlw II"le, ••7'am LIP BETWEEN :RADr• r'.: .:.tt CONTRACTS 1'�,1 See Standard Plan F.31,10.Constuc expansion;Dints pa'hll::l r RGACANAY GUTTER VT 1"(a1}R. CEMENT CONCRETE NOTE Ii11EJA1(V I•'1( GRADE BREAK- with the centerline as !e 4 ed at 1b. (ft) maximum spacing'wrK)'1 'StE \'I+A SiT CGN-RAC.T; 1 AND CURSRAGEOR RISEE illiC) [ R L. .I CURB RAMP,LANDING 1' 2I t•C Th.. NCI 5-LEPER I AN < driveway widths exceed 30 ift% • CEMENT C CONCRETE E 0=+ 1:1 (1 N; R. I / OR CRIVE'NAY *_#_ ROAD GRADE I See Standard Plan F•30.10 (or Curb Expansion and t �- N H, I r NS b ASrHR_T CONCRETE T ENTRANCE — '; 2. $ee Sbnd,rd PILIn F-30.10 fCr sidewalk ..:ta115. I * T • m_ -ctSSLJ,.11•r!AND SIC E'r:ALK OR PATHR (;n'It•aLi on Julnt spaunG aid See Standard =-? ».�,.t ;tea . 11 VARIESToer(>fa � .•,. 1.• ..:fir -' . ' _.+u_.YY I - `rr L ;� __. Rt -- . ---:c, C b ' ( 6 ;M)TO 0'pN) Specification Sections 8 04 and 9-04 far -r� ar , .[ 3 Curb ar^ ::..II-1 sin•a•r' :,rw t••- (:nrlri::l ITlrrs `nr 'rle • - - h . r adddio•Ial •equirerrerts PtCeS-RIaN;;,VF - a _:• - . t i 1 tUESIKWN RAMP curb desla , snctl!led, Sec.Standard Plan F 10,12 Ira _- , . :+�_ .j • t LL EVEN-CONCRET?. `CA) Y ?,' Ih rXW.Nr-1i III !OD." :T+"P,j- Cut hiI.:. QNIVLYJAY f T f • W ON)ADJACENT O JOINT rILLCR > SECTION _ - •3:8'{INj PRFMOLDFD SI[)EV•!AL<('YP,? S_: 5-AhDAR-PLAY Fa0.10 4, Mob ;IcLi") c"Si-ace SSE.,C:LreS _LFC:Ic^ oozes (SF=NOTE 7; II '.I K �) �• DRIVEWAY RAMC. ai WHEN ETE SIC TC CEMENT JOINT FILLER - or other obs:-uctiors in from of driveway entrances, 3'6 ;IN}EX ,No11.N J_'I'. •-'' ', CONCRETE SICC:•u1LKl :TON)LIP BE IVIIttN rem ROADWAY CUTTER 5 *hare 'C .'t. Fi-(FAK' Is Galled out ihP enl'e length of the SEE S"ANDAR^.PI AV F.so.t0 SECTION CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB (st_LC N < . :S_t ON•MAGI: AND CURB(OR SFF II•,B between I ;:r) adjacen' surf are planes s•Iall be flush, ,___II CONTRACT} 6, Tie Pedestrlo alrp krgth Is no[ requl-e" to cx�ceeol5 foot LEGEND AT CURB RAMPS,ENTRANCES r='2' •;IN} .; -Niti -- DEPRESSED CURB finless otherwise snows in the Contract Plcrs;. Vt9'er applying - ;LOPE I%EITHER UI f -I AND DRIVEWAY ENTRANCES ITYP,; (SEE CONTRACT) >- r AND CJ'"ER the 15-foot max. broth il',easred from dick of sidewak) the I�"h Cr"t FLATTER I.F 1ENL,-.1' -:JR �� r..- ,E b / / ^:T 1,^.T'r 3) c CFSIGNTORMWOR : h1Ax„ ►�' •r.-•,z- runnlry Io(+n cr do peces:•la� ra't.. L. ollna:eC to exCeeD B.3%. _ * .i w A1'R/r.' - : " ` .t. ._ Use a slrGie "nc tint slope hnr' r:tt'T' r,`ri^Ip to ROD Of r:94 Oa FtAL L E '•;JAtNueU FOR OTT 7 / 1 DRIVEWAY RAMP � • . •,-.• , .• trip f0 -Raid' Ink)•tie Fflcevealk r"re' a horizontal distance * * CFSIGN,TORtmx,r< ,' MAX,) 11 �a4 SA.y�k C�,• OW (I) `` M.LSy� d C_3.� II\ _.AJA\S1Ch .CIHI .1' '.1 . Of 15 feet (SEE NOTE 6; r .A�4 y . No u. FACE OF CURB -- _ - FACE ..^,F CURB - FACE UI- CUH3 v.- ti4Y - ,� "Cf Yr J DRIVEWAY sr STAVCARO PLAN F-17,'] r E 9 w VARIES Dr TO24' - FACE O`: CUR9 S 7, Beyond I t I ;w1. Pay Item does not Include driveway, :r 1 . (S'EE NOTE 7) y r GoeGatti_ Fla•s. 71/4" 4J . ,.. SECTION B I "EVEN CONCRETE DRIVEWAY m VARIES S 11Z' .�Ir�, - �._l ENTRANCE TYPE 2'PAY I M'11TS A 9No,- i qG, A Y t0`TO 72` 1' t - et �. Z 1 COVTRACTlC%JOINT tTYP,j-SF-S I ANUARD PLAN F40.10 � ��46. ' + >pV .�' t MEE contort tort' 1+ t to Pr R Off, r,P�63n l6,�r�'A1 r'4' w Y;FMFNT CONC.RFTF ^RIVFJti 7 S O ^ ,�� A t'•,*'Pei S T L4• p \' tNl RANLE rYl =J•FAY LM.!i.. + TOR R Nor LENGTHS GREATER THAN 5'-: PROVIDE `�' o i r't' , . �' Si0`5 T �'• >u. +._...., CONTRACTION JOINT FOUL I Y SPAC=O 4 0' hell,OC. ` �:== Q, U ,"(W)R. t`(0Q R. 11T(M4 R - 1'PM R. fQ• R i o 3 t• . 41%- ROADWAY T� RQApINRY II b ROADWAY !7' ROADWAY _ H.ut)..I..L DRIVE:v"iA'+ _ •:" ! `�, � . '�J � _,..1 N d t s b - )SEE hCTE 7)''`� J / URhfSNAY r•' / '!F oo N I s l rl ?S•. ' t- y f ,__ / t' Mach1014},I PM (SFF NOTE T, rlr CEMENT CONCRETE a 0 <4<_.:..:,.,..,...„ 410 " T o- CEMENT CQNCRETE CURBS / DRIVEWAY ENTRANCE o 3 1. ^.\cRF'F / TYPES 1, 2, 3, & 4 Z ° w , « e t. t ._ STANDARD PLAN F-10.12-03 PER STANDARD SPEC.a-0i•i / /'" t1 s1AnLlAiJsr•EC,sa06.3 STANDARD PLAN F■10.10■ 43 cc c000 w N gi, a IIP I 8 114' I IiEET 10F 1 SHEET ,;(tx . . 33 1 3M' 1 3+'e' -> _ APPsnvED FOR PUBLICATION �- "� / - `s (r - m a Q d r, r :sGVED rer- 1 r.I::ArhN Q p Z on uJ -� Ina utter Pw -_� f (2rrirtCt'4 ( � :-1',I •-:-.. ._..E_:-;. Itr '121111I^_2INI T. ` r iT E:=s1:, IL•-� MOUNTABLE CEMENT �A raft MIN: IN:t. �' ISOMETRIC VIEW ` - ETMC VIEW "Past rota wet. u.pal.:a,l .1 unman xar, DUAL-FACED CEMENT CEMENT CONCRETE ��w.,hlga, Stets 0.p.wm« dh...p°wm— CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB TYPE 1 - PAY LIMITS TYPE 2 - PAY LIMITS W x U STANDARD PLAN F-30.10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE o w I r 2 4. N MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS Z `(I) ��q co /•-� SIDEWALK FOR SIMF TRFATVFNT St 72PAA.K 11117' SEE CO) S itZ" ? V;,RIFS LLI Z V (SEE DEWALKCONTRACT) 1 BROOMF: ' ."•' I'J, "RPANSION-DIN-Cif, CD ,�__ CONTRACT ON C_ ,� t ;SEE CON'lACI '-A.ta.? 5 IANDARO PLAN F.30.10 Z 1,.7I 11-CT y SEE OTHER 5 DEWAL<SECTIONS (SEE DINT FACE©=CURD FINISH l-VP., _ _ `_= W FtACT} JOINT ` 51?' 1" LI >'a' r J 1!7(IN)R.(TM) -, ♦ 1 CEMENT it� `•`.. I �- MATCH SIDEWALK INICT11 =ICC Sw N ROUNDING 2.016 Q 1i(a'9 R.(rn'.) CURB NO' INCL,.DED IN BID ITEM- 1 Z p1A y r s CONCRENT t11) ������� I tStt CON'RACI I �'� ° • - ROADWAY SIDENMLK h1ATC 51 ,t.ro4 <v`.I . n • fJ O I SEE STANDARD PLAN F•10.12 - ' ,1>( R * ____--�� (SEE CONTaAGI r'1 - (SEE CON�RAC 1; 5 -0 (\ +� Z0%MAX� _ t� I j-4Yv-^� .+ _ q A . ,s s - iv I• � Ivy 5��1 /''� _ SEE CURB FACE OtIPoL _ ° «- al'IIM EXPANSION,::I'• , VP j- E �� ti O U K' W •O' SEE RAISED EDGE ! NI'(IN)PIBMOLDEO - DETAIL-THIS SHEET JOINT FILLER .D. -� t \��\\\\\"•' '. r .. � \\ _• � � ('�Q_L � '-STANDARD s!AN F 30,10 tl:..71.1_U • 1:Valli RAISED EDGE MONOLITHIC CEMENT CONCRETE « A� ' /,\ FINIS'IFD GRADE 1' {IN; DFl cY:d CURB AND SIDEWALK S' -161,T_ -t' - _ - « + « r '• __ _ + � ' OI'OF i:ONi:RISE SURFACt _7-0• _ SIDEWALK NOTELI - ' O ? I '- , UJ 'I P 11 0"+ a (S�CONTRACT, - CURB FACE DETAIL - N + z. ` M 7 Al�A\. rl t. '� « L I- 1 fox foot of the sicewalk width shall be the minimyr pedestnan accessible ��_ ROUNDING 1!I R. ) C..RD NOT INCL..DLD IN GI:• TM - reJ:C frde 0`vertical and hOnzontal Oi tructio 1S G'atings /ACCESS Covers EXTE\D SIDEWALK TRANSVERSE EXP ENSIGN 4 20% 2096 MAXI SEE S'ANDrRD PLAN F-10.12 Junct on Boxes, Cable Vaults, PJ'.I Boxes and other appurtenances with.n the JOINTS TO NO.U..r CuRR;R11I Cr T , IX j \ sidewalk mast have slip •es slant surfaces. be flush wish surface. and march • N. , grade of:he sidewalk 1 -'bL: \..I. I. -'A -P FVFNT +.','?'-- DRIVEWAY ENTRANCE -=h%itt'j- ' - :.rENTrft , ° T_ �iuFFERSTR10cYP1 `1 I E •T- I.�,PI CURB AND C- -.H SOL SLOPE{IYT,) ,'�F c_,RB(SEE h T L-.,- Hz:LIL:oza;.Y`1^L Lr3+L ill) t1 �. •) (SEE NOTE ai Qe'reo' - f' P NT FLULU ':Js_L 1::R BARRIER >1 Pl AN VIEW DRNEWAY EN'RANCE PI AN VIF JOINT FILLER 7 i ', TYPE 3 SIDE SLOPE (TYPJ TYPE 4 L/ ADJACENT TO CURB J A S UEJVALK GROOMED EINISH 1 WP? 1(STEEP FILL SLOPESI - -' d Z A THIS ENTRANCE'YPE SFMLL VOT 3E USED A_GNG A PEDESTRIAN ROUTE 4- (/�'!� drl\)'AMOL,SMOOTIH'ROWELED z1 A �cr •' i,` SIDE:56ALK 1R'tIN)R 1 1¢1-lt "` f PERI VETER - .. otY - \ IV o¢µ ALL CUT MIN. (StE C:RIHAC I) �•-" > t^ <>HS I CEMENT CONCRE-E CUR9 �`' �rr SLOPES/ s ^' ° 'ram ! ' (Quern ANC Gt17-rR SI10V.RJ; `': go- it RS R MT: ` NO, Nr,IULt=L: 1% P D II tM (SEE CONTRACT)a - s MATCHSIUE4YALKWMDTH ;SEE CONTRACT) o m+n 1 CUR6 \OT INCLUCEC N BID ITEM•• f SFFSTANDARQPLANF70.14 - •;p (IN)R.(IYP.) ¢a w C 2.0%' 10 20%M SF STANDARD PLAN F-101Y C_+ St'(IN)PRFMOI AFO d ;SEE CON'RACT, t.'7 (IN LIP BE'WEER ROADWAY I� pciwa «� JOINT FILLER �' / DRIVEWAY ':2':6d; LIP Biz 1:"JtEN ROADWAY \\\ o a m a m pW{ AM - - 't _ •� • • (SEE NOTE !'1 1t o } 01 G..T-FR AND C...Rn 'OR Sir tr7'(IN)R;TYP,) CURD(OR SCC m w 'm C y` b GUTTER ANO K t :_?� _ - CCN RACTI `t. COVTRACTj iwwao �--w�w..�� yl F U 2 e. Sr(IN)PREAIOLDED fit -i - JaNTFILLEa (� ' . SIDEWALK ADJACENT TO WALL DETAIL �d oo�w ADJACENT TO CURB � SIDtv4ux7 > BRIDGE OR PEDESTRIAN . Noise ', P• DRIVEWAY (SET NOTE T il ,„ !!g r z 3•'8' (INI EXPANSION JOINT(r t- _ RAMP DEPRESSED RAMP DEPRESSED a z w w o I RAILING - C„RB AND GUT'ER SECTION O CURB NOTE CUTTER 0 <'m z o I .. CONTRACTION JOINT SIT STANDARD PLAN F.30,10 ;SEE NOTE 3) (SEE NOTE 3) CC Q fpOU� P$SI VA:K:NIY SECTION 1 E '1 CO Q =-•aP� nARRIFR-SEC SIDEWALK - _ '- l // �f LJ OTT ziywo CCN`RAGT PLANS '' (SEE CONTRACT) t/C , �/NT p, ^ z 3 o'w N2_ m • LEVFI •,�,1 •EXPANSIDNJOIMALK TN �tA�•RI(:4- f 1(Z"(IN)R.(TYPJ 7l2'(IN)R I et.* ' IXIRB AND SIOEYWLIC i''�6p :,-.. . `il M o w ,)- FLUSH t SEE STANDARDFC PLAN F-10.12 r 704� �,�1. • , �a.a siM . :V trl ;1 d.� . , c`i .:4 • _ ■ I- MR, • ° • . ..1 ISOMETRIC VIEW -I { 'CEMENNT CONCRETE DRNE'.':AY _ Ilk • 4 awzd • .'ros ENTRANCE TYPE 3'PAY LIMIT `CFMt'NT CONCRETE pi517FiM1AY ':' !4a. D _mF a o . VERT CAL WALL- . '� JOINT (IN)PREMOLD) i `k�y'.4 •.. r -- s - • JOINT AND FINISH f' ENTRANCE rot 4'PAY LIMIT ��,('�1�. '' rp'4�',�`'; o z S F, wa Off, •P2 s.iea �O c DRIVEWAY 1L,t' T .. ,),t U waoa y SEE DETAIL JGINT FILLER MP.) DETAIL tf•F 61 STS� G`C t =NOTE 77 _ osAlis / s/OSAL M' ��!`_" w ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL S70N.i L �� _ ,.4:C 1 DONCRT DRIVEWAY .� • w - Y w �� fY: t+s „ , ,w OWNER APPROVAL EXTEND S DEuYALK TRANSVERSE PER STANDARD SPEC.E-06,3 - (SEE NOTE YI�i" - :i - 0' MIN C!NTS TO INCL-DE RASED EDGE Uatn,.la ' •' -;' eJ 16)nlr,Tit AM o i„ Mav6?0141:41FM / ...- CEMENT CONCRETE FOR SIDE SECTIONS 1ENT SIDEWALK BUFFER STril' f SEE OTHER SIDEWALK-_ :SEE CONTRACT) (SEE CONTRACT SAT• _i V&TO tx CEMENT CQNCRETE •".pox cruN�.+<t'E DRIVEWAY ENTRANCE y SECTIDD �' S, _'- -R STANDARD SPEC,&CSINITIAL 1 7:2'IINI IT CURD \OT INC_UDEJ N BID T.CM - SIDEWALK TYPES 1, 2, 3, 8i 4 PAGE* o O STANDARD PLAN F■$0.10-)4 PAGE* N Z.0%VAX ;MP SEE STANDARD PUN F-10.12 V " 7, • , ,, „ • II STANDARD PLAN F-30.10-03 w -' L I.t LJ G_ C3 �i, 1> i <+s J 4 • ' •£lb y �•,. ? O .>D SHEET • OF 1 SHEET f L zo • . . , 1 @.r " • // / ':PPR.) I1 ICrI .I I .-I :`' .� " -i AP- PROVED FOR PUBLICATION �'// �[ =1N SHED RFA: F t ON)BELOY5' F. U% CONCRETE ` " }` jj m SURFACE FOR PLAN-INS-F.USI I IF FAVFD .�-,t[,.- ,.,.,I m,,-..w ISOMETRIC VIEW � T 'V �'rI PREAOl1TED_-/ �" JOINT FILLERIL sro•t MS!".MIME!) " ' TYPE 3- PAY LIMITS TYPE 4-PAY LIARS ` On .:,1 . I I - PAGE v ADJACENT TO BUFFER STRIP Wu.hi l., Soots D•p.nm-.I el Trvmp.nuhan + -1 nc->n WAN/ Duvall .•a .I ,. .at:I.u, ( EXPANSION JOINT `C� CONTRACTION JOINT > �I/ 4 of 24 N N WINDOW SCHEDULE DOOR SCHEDULE DESIGNED BY # FL. QTY. SIZE W. H. TEMP. EGRESS DESCRIPTION # FL. SIZE W. H. DESCRIPTION Headers TYPICAL HEADER FRAMING FLOOR PLAN NOTES oil 1 1 - . Default header material is Doug Fir No. 2 or better MIKE TRAFTON s 3050 48" 60" YES CASE.ASyM 001 1 3080 36" 96" EXT. FULL LITE s W2 1 1 3040 48" 48" YES CASE. 144" 96" 2x headers must be in tall orientation with flat 2x nailed at bottom in "L"configuration 5' SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR u Asyl"� 002 1 12080 PATIOHEADER LESS THAN LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE SCALE .i W3 1 1 4050 48" 60" YES CASE. D03 G 3068 36" 80" EXT. FULL LITE Default Trimmer, use 1, 2x stud or Simpson LUC hanger, each end. 1 CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = 1 ' U.N.O. 1 C W4 1 5 2380 27" 96" f P�$P D04 G 9070 108" 84" OVERHEAD PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A Default King Stud, opening 6-feet wide and less use 1, full height stud each end (plate to plate.) BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON W5 1 1 4036 48" 42 SLIDER DOS G 9070 108" 84" OVERHEAD Default tin Stud, EACH LEVEL OF THE STRUCTURE. DATE W6 1 2 4036 48" 42" CASE D06 G 60'70 72" 96" ROLL UP - 9 opening wider than 6-feet. use 2. full height studs each end(plate to plate.) (� (� W7 1 1 3636 42" 42" CASE D07 1 5080 60" 96" BYPASS Trimmer, each end King Stud, each 2 SHELF AND HANGING ROD. 1 1 O/29/2O 19 W8 1 1 1660 18" 72" FXD Dos 1 2880 32" 96" BEDROOM Ca®out Min, use Alt 1 min. use Alt 2 min., use (if blank use default end (if blank use W9 1 3 21060 34" 72" FXD D09 1 2880 32" 96" BEDROOM above.) default above.) HEADER LESS THAN 5' 3 BUILT IN SHELVES. W10 1 1 21060 34" 72" FXD D10 1 5080 60" 96" BYPASS 20H 2x6, "L"config 4x6 Wil GAR. 4 4011i 48" 36" FXD TRANS D11 1 2880 32" 96" BATH - D12 1 3080 36" 96" BATH PKT. 21H 2x10, "L°Config 2- 2x8 4x8 4 CABINET-OWNER/CONTRACTOR TO VERIFY. W13 GAR. 1 5034 60" 40" CASE D13 1 4080 48" 80" BALL CATCH 22H 2-2x10 4x10 2 (123H 3.5x10.5 glulam 5.5x9 glulam 2 2 T)KING STUD FROM D14 1 2880 32" 80" PKT. °-TOP PLATE TO EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY BOTTOM PLATE EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BECli) W 15 0 1 2020 24" 24" FXD 015 1 2868 32" 80" PKT. 24H 2- 2x10 4x1020"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. W16 0 1 2020 24" 24" FXD D16 0 3068 36" 80" EXT. FULL LITE D-(1)TRIMMER 25H 4x12 6x10 2 Z W17 0 1 5038 60" 44" FXD D17 0 3068 36" 80" EXT. FULL LITE 6 TEMPERED GLASS O W18 0 1 5038 60" 44" FXD D18 0 2468 28" 80" CLOSET Beams W19 0 1 5038 60" 44" FXD D19 0 2868 32" 80" CLOSET ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE W Default sawn material is Doug Fir No 2 or better. INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES (11) W20 2 1 Zhs 60 36" 72" CASE D20 0 2868 32" 80" BATH 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO W21 2 1 6060 72" 72" FXD D21 0 2868 32" 80" BATH Default glulam, LVL, PSL materials- see Standard Structural Specs herein. Default LSL is 1.5E. 2.300 psi, min Fb. I TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT Default wall connection: 3"bearinginpocket or on plate with min., 2 studs below. OVERTURNING IN AN EARTHQUAKE.MIN.EFFICIENCY OF 91% NO D22 0 4668 54" 80" BYPASS W23 2 1 6060 72" 72" FXD D23 0 4668 54" 80" BYPASS Default end post connection: LCE, ACE, EPCZ. ECM. or similar. F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. EHALL BE FACE AND SIDESN TO N 1 C WTH TYPE E GYP.BD. NOR FURNACE D24 2 21080 34" 96" EXT. FULL LITE 8 SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. HEADER MORE THAN 5' BEDROOM,BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE1:3 W25 2 1 2356 27" 60" CASE D25 2 2680 30" 96" PKT. IN FRONT OF FURNACE. W26 2 2 2356 27" 60" CASE D26 2 2680 30" 96" PKT. Default mid-post connection: LPCZ, PCZ, COO, or similar. PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF W27 2 1 8040 96" 48" FXD 3 PANE D27 2 2680 30" 96" PKT. Default beam to beam connection: HU, HUC, HUCQ or similar. CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A NOTE: ALL WINDOWS MUST HAVE U-VALUE OF 0.28 OR LESS D28 2 2680 30" 96" PKT.D29 2 2680 30" 96" CLOSET Connector(if blank 1 TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH EACHDIAM 45-DEGREE BEND DIAMETER EXHAUST Callout Min., use Alt 1 min„ use I Alt 2 mitt., use Notes DUCT OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK- D30 0 2468 28" 80" CRAWL ACC. use default, above) DRAFT DAMPER. Cle 30B 6x1 O 5.5X7.5 glulam MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE HEADER MORE THAN 5' PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 31 B 1.75x11.8 LVL 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. Ulthl Structural ('allouts -Coinright ('onstructionCalc,Inc (CO) - 32B 1.75x11.8 LVL 1 0 DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. 0 PA Per Architect - - - INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST 33B 5.5x19.5 glulam FANS TO BE CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. ' Structural Item:This item and related connectors shall be per architect/designer. (2)KING STUD APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED 8 SW Simpson Wood Shear Wall Detail 34B Mn..use 1.75x11.8 LVL or 5.5x7.5 glulam. If 34B is a continuation of 33B then it must be spliced over 72P. u--FROM TOP PLATE TO IN CONNECTION WITH DOMESTIC DRYER EXHAUST. -- - BOTTOM PLATE Wood Shear Wall: Use WSW 18 Width= 18". Height,see below. D8 35B 1.75x11.8 LVL in add n to flr joists o-(1)TRIMMER 1 1 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. • Height: Foundation to top plate.Okay to order WSW long and cut to height as necessary.• Alignment: If using trimmer,nail 2x trimmer to WSW for header support.Trimmer creates edge of rough opening.May use HUC in lieu of trimmer,in this case 36B 1.75x11.8 LVL 4x10 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED WSW creates edge of rough opening. Remainder of wall section may be filled in with standard framing. 37B. 388 6x10 5.5x7.5 glulam 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 - Position to align with outside(exterior)face of studs.Funr-out as necessary to flush up with remainder of wall. WEATHER-STRIPPED OR SEALED TIGHT. E • Top Connection: Connect topof WSW to double top39B 6x12 5.5x9 glulam plate with SDS connectors that come with the WSW. o GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR • Sheathing:Sheathe header.WSW,and wall similar to 2PW. 40B 4x10 5.5x7.5 glulam 1 3 NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE d Bottom Connection:Anchor bolts• ,use all-thread,7/8"diameter,extended to footing bottom rebar and use double nut and 3"x .25"washer on embedded end TO PASS THROUGH PER LR. .SECTION 312.2. 45B 5.5x9 PT glulam N Suggest using Wood Strong Wall Anchor Bolt template,SSW. PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER N FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO tqisi 11 RD Roof Diaphragm _ 46B 5.5x9 glulam 3.5x10.5 glulam 3.5x11.8 PSL 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE W Q o Shear Capacity:Good for Eh=230plf-seismicEh=322p1f-wind.Max aspect ratio=3:L WINDOW W/ 6" POST SURROUND&HEARTH MATERIAL. O rn • „ 47B 5.5x15 glulam U_ Framing:Trusses or rafters:2x at_4 OC,max. GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE Z 0 • W ' n • Framing Connection at Support: 48B 2- 1.75x11.8 LVL 2.6x11.8 LVL or PSL 1 5 FLOOR MIN. 1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS Q M H st -4 FLOOR DRAIN. it X r - Where connected to shear wall,connect per shear wall callout-top of wall. Joists and RaftersIL Z m O Z rn 12 - Where trusses or rafters connect to beam,use H2.5.or A34 with screws,or similar,typ. _ U N m v At ledger,conned per ledger callout. Default ratter or deck Joist to beam connection is con'( or skip blocking and H2.5, or H1, or A34 with screws. 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. s Q O Z O= m 1 I m 2 ci ¢ 0 co • Sheathing: 7/16"min,OSB or CDX plywood. Default sawn material is Doug Fir No 2 or better. • Sheathing Layout:Case I pm IBC 2306.2.(l) GENERAL NOTES • Nailing:Use 8d at 6"edges, 12"field. Default sawn face mount hanger is U, LU, or LUS. Use sloped/skewed where appropriate. Q • Blocking:Not required except at supports and at connections to shear walls below. Default deck Joist hanger is U or LU (not LUS)with galv screws (no nails.) 12 FD Floor Diaphragm _ 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Sheathing:With joists at 24"or 19.2"OC,use min,24 oc rated, APA Sturd-I-Floor;either 3/4^species group I,or 7,/8"species group 4. May be OSB or Default sawn top flange hanger is JBA. LB, BA or B(welded app, use LB, BA a B) 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 13) plywood.Good for 130 psi TL Z L/360 deft. Any national Hoist brand, equal or stronger may be substituted -t • 3. VERIFY HEADER HEIGHTS WITH SUPER. Sheathing: With joists at 16"OC,tree min., 16 oc rated, APA Sturd-l-Floor,min., 19/32"thick Maybe OSB or plywood.Good for 245 psfTL ri`d L/360 deft. Default I joist face mount hanger is IUS or MIU (2)KING STUD 0 = LLI ()o-FROM TOP PLATE TO 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. W ' ` as ' Sheathing Layout: Case 1 per IBC 2306.2.1(1) Default I joist top flange hanger is ITS, HIT, or MIT BOTTOM PLATE v Orient sheets Cas over two or more spans,with the long dimension across supports. c-(1)TRIMMER 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. Z t(I) U Q a Nailing: Glue,and connect with 8d ring shank nails or#9 screws,at 6"edges, 12"field. I 6. PROVIDE BACKING iN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER DISPENSERS, ~ - I Connector (if blank Z Z 5, ' Blocking:not required except at supports(beams)and wmnecfiorLs to shear walls below. Calhoun i\I►R., use Alt 1 min., use Alt 2 min., use Notes MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. W 03 use default, above) Z W 13 DD Deck Diaphragm _iN • Decking: Use wood or composite decking per Arch,ma achwl dims. 3/4"x 3.5". - FRAMING NOTES " W ID Y • Decking Attachment: Use decking screws,length to ensure 2"min.,embedment into framing below. 6OR Mn., use 9.5 BCI 6000, 1.8 I§ 24"max spacing, installed per manufacturer's recommendations.At cantilever ends for n/ a - Use 2 screws per deck board per framing member.At decking splices,center splice over framing member and use 2 screws per spliced end. overhang, use 2x10 attached per manufacturer's recommendations with backspan 2x the cantilever distance. CD U L.L //1 • Blocking:not required except at support beams. 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. ail_ V 15 FF Floor-To-Floor Holdown W LLJ 7 • Use 11.8 BCI 60, 2.0 16"max spacing,tin 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS O Min.,Capacity: Good for 1705 lb tension p g, installed per manufacturer's recommendations. At cantilever end(s)to BLOCKOUTS. CK • Strap:Use CS16 vertical strap applied to outside of wall sheathing.Attach to 2x studs limed up above and below rim joist.Fill all nail holes with 10d. 61J create low roof. use 2x12 ripped as necessary. attached per manufacturer'srecommendations with backspan 2xthe 3"WINDOW W/ POST a 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC t) - If strap falls on header or beam below,nail to header or beam and wrap around bottom if necessary. Cantilever distance. DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE O • End Distance: 13"min.to each upper and lower studs.Approx total length=26"+depth of floor system. BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. 19 DS Drag Strap 62J 11.8 BCI 6000, 1.8 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY ti MANUFACTURER Min.,Capacity: Good for 1,705 lb tension 16" G A R/� M • Drag Strap:Connect beam end to shear wall top plate beyond with CS 16 x 36",centered over beam!top plate intersection ' F WA Sy `I� IL 1 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/RING M Strap must be straight and horizontal. Posts 4 �O .tic Q SHANK 8d's @ 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS. 1 'C !. ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. - Strap may attach to either side or top or bottom of members connected. Default material is Doug Fir No 2 or better. I y o • Baits: Use I Od,all holes filled. a , Z 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND a it oz 8o L LedgerRoof Diaphragm Default bottom connection on plate: 2, FC or 2,A34 with screws. or 4. 16d face nails. ,S i BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. g ma - P gm / alir. CONCEAL FLANGE 1-02� Ledger Connection: Where a ledger is called for below,ifconnecting to rim or header,use SDS,or LedgerLOK at max 12"OC,staggered.If connecting to studs, Default bottom connection on beam: 2, FC a 2,A34 with screws, a PCZ. 28E73 HANGER EA.SIDE 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE• o 5z5 o 0 use?,SDS or LedgerLOK per stud. THERE IS A LOAD BEARING WALL ABOVE. z N i LL Default bottom connection on concrete: PB, or AB, or ABU. or ABW, or CBS() o LL zo - Length ofSDS or LedgerLOK=full depth penetration into rim,or 2.5"min embedment into solid framing. /ONAt 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. w z 0 - Minn distance of connector to end of ledge or splice=2".Min edge distance to top or bottom ofledge=2" Alternate bottom connection on concrete: #5 rebar or 5/8"all-thread, epoxy 6"min. into post butt. and 6"min., embed in cone. ���llq (2)KING STUD <°o= • Conc embed maybe wet set ore epoxy. o FROM TOP PLATE TO 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS i n Framing Connection to Wall,General: Use any of the following,whichever is applicable. P Y 'arsnrnrs ' 2y ' BOTTOM PLATE FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. 3 a Lc*, a QWUic`uj - Rafters Perpendicular:Use 2x or LVL ledger,min height to match rafters.Apply ledger over wall sheathing.Use hangers to hang rafters on ledger. r�/ d o o i Lf,_ ozoLLw Parallel Rafter or Truss Top Chord: hedger may be top chard of truss or last rafter or similar. Ledger to be placed over wall sheathing. Connector (tf blank i k g o Callout Min. use An 1 min., use Alt 2 min., use Notes FOUNDATION NOTES ���r Mono Truss Top Chord Perpendicular: Use continuous chord blocking between trusses nailed through wall sheathed with 16d CID 6"OC to solid wood backing ' use default, above) 0 Cl)r zwa�w (continuous- rim,plate,ledger,or blocking.) ` (/ 3 W o w - Mono Truss Bottom Chord Perpendicular: 70P 2-2X4 4x4 I I 1. ALL FOUNDATION FOOTINGS TO BE 18"BELOW GRADE @ FROST DEPTH. 1 tTtt LL 1 a`; - Alternate 1: Hangbottom chord with hanger mounted over wall sheathingto solid wood backing(rim, l ledger.orb J r , p plate. blocking.) 71 P 3-2x4 2- 2x6 4x6 2. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. V z LU u z 2 Alternate 2:Use min,2x4 ledger let in to toss bottom chord. Ledger to be placed over wall sheathing and connected with min.,3-16d CID 24"max spacing. W a 72P 3-2x6 6x6 4-2X4 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. W z i•t o 0 gnu. 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. <0 rc w IE o • Roof Diaphragm:Connect roof diaphragm to ledger with 8d ring shank or screws at 3"OC. =w w o K 81 L Ledger-Floor Joists 10 Rim. 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. z a i w z w * -Ledger:Use min.,2x,or 1 5"wide LSL or LVL ledger,at least as tall as joists. w p<�i HpOUB * Ledger Connecion:Connect Io inn with :. SDS or LedgerLOK at max., 16'OC and within 3"of ends and splices. 6. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. w o SDS or LedgerLOK uhneeess:mvforfufl WINDOW FLASHING INSTALLATION Na.-. ! g penetration m mil. r , z= w o • Joist Connection: Couched joist to ledger with U or LU hanger,all holes filled. ENERGY CREDITS v E z z,z 82 L Leafier-Deck Joists to Rim. STEP # 3 STEP # 2 STEP # 1 �WQN g ; PLAN AREAS _��_ • Ledger: Use min.,lc,PT ledger at least as tall as joists. NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY 30 * Ledger Connecion: Connect to run with 2,SDS or LedgerLOK at max, 16"OC and within 3"of ends and splices. j CREDITS TAKEN CCo w i,- SDS or LedgerLOK to be of length necessary for full penetration in Linn. MAIN FLOOR 1454 SQ.FT. * Joist Connection: Connect ost to ledger with U or LU A( 1Cnnum ENERGY CREDIT 1a 200021 pIT z j ghanger(not LUS),all holes filled with gab screws,Simpson S D9 or similar. a W~U EFFICIENT BUILDING ENVELOPE ozEy m 95 S Slab f'1 -WINDOWS: U=0.28 w'aoa y I BASEMENT 910 SQ.FT. FLOOR: = R-38 INSULATION I- Subgrade:Use structural fill or native material,compacted to 95%relative compaction.It is strongly recommended that all structural fill be checked by a # rj I geoteclunical conshdtart. SLAB ON GRADE -R-10 ENTIRE SLAB OWNER APPROVAL SECOND FLOOR 670 SQ.FT. • Underslab Insulation: May use XPS or EPS rigid foam with min,25 psi compressive strength under slab. !fused,provide and install per insulation I STEP A- ENERGY CREDIT 2a manufacturer's recommendations. i i . �_INSTALL TYVEK AIR LEAKAGE CONTROL & EFFICIENT VENTILATION n• Slab Thickness:Use 4" TOTAL LIVING AREA: 3034 SQ.FT. I HOUSE WRAP i 014 -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR• Reinforcement: Use any of the following: 1 WHOLE HOUSE FAN PER SECTION M1507.3 vacen zMin.,#3 rebar at_4"oC,each way,centered in stab. GARAGE 639 SQ.FT. I i/ STEP B- ooa. STEP A- ENERGY CREDIT 3a Welded wire fabric.turn,W2.9,6"x6"(6 Ga.),centered in slab.Splices overlap 8"min. - 4-- INSTALL TYVEK TAPE ♦ INSTALL TYVEK APRON BELOW a - Fibennesh per manufacturer's recommendation. ENTRY 260 SQ.FT. I ♦ ` WINDOW SILL HIGH EFFICIENCY HVAC EQUIPMENT o - Helix micro reba,mvi,5lbs. cubic yard. �, GAS FIRED, PROPANE, OR OIL FIRED BOILER A 1 • Control Joints: Maximum reconmiended spacing-8'OC,each w This is a non-structural item and maybe changed or omitted byOwner or architectural ♦ WITH MINIMUM AFUE OR 94%. a gCOVERED DECK 175 SQ.FT. sTEP6E - designer. INSTALL WCOR ACROSS WINDOW SILL ENERGY CREDIT Sc PAGE • Vapor Barrier: Suggest a min_6 mil..plastic vapor harrier under interior slabs.This is a non-structural item and maybe changed or omitted by Owner or OPEN DECK 300 SQ.FT. STEP C- EFFICIENT WATER HEATING architectural designer. -GAS FIRED, PROPANE,WITH MINIMUM EF OF 91°/.. 5 of 24 STEP A- INSTALL WINDOW&4"VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS si co GENERAL NOTES DESIGNED BY r MIKE TRAFTON 1 ... 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SCALE o ^O ,N. At 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O.• 1/4" = 1DA T' U.N.O. .N.O. a 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. ' / / \ 36'-6" ,;� / / N 22. 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE.17-15 0 (� (� // // ,/86 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 1 O/29/2O 19 13' 6" 11'-0" 12'-1/8" // // 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER ' / / DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. • '� / , 614" 51 $" / / , � � , FOUNDATION NOTES / Ilk Q / ' N • • • • 0 1. ALL FOUNDATION FOOTINGS TO BE 18"BELOW GRADE @ FROST DEPTH. War „O . 02. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. 1) n;• s // ,/ \ • 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. • • ' ,' / 0 • \ 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. Lim 6 1 + IArte ,' // S�Op N N ` N ` 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. I 1 1 i ^� // S -qo N. ` 6. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. Q �,? I I I I , *,� CF �� ,' in SIMPSON HANGER TYPES ap) w i I i i /,/ /' © / �' MARK TYPE SIMPSON HANGER MODELSID 1 ' I / / / / / / 1. AC/ACE 4. BC 1 1 / / / / _ / / / , SH1 POST CAP 2. LCE I I r r ' ' © i / �< / ' 3. RTC Q GARAGE SLAB N I I I 0 A 640 SF / ' 1. ABU 1.://s c� 1 1 I , / SH2 POST BASES 2. ABA in Cr'i ' I e ' I ' • i Sa � . \ / // 3.ABW I / 1 1 J / / '/ SH3 TRUSS SEISMIC & 2. H1 EN 1 ® • 1 i 0 CRAWLSPACE I I �S. , ' �/ / max; / / mimil r ` - - - 1 I i I I ® 0 // /� �/� �// pi. �A 1. HGA10 B,,,, w In 1 1I. ,' ,' o� , ry EXP• . BEAM SEISMIC A 1 ' I 1 1 - Q4 / / v� & HURRICANE TIES N I I 1 1 1 1 / OF'-' / / 10-5 3/4 I 6-1 I I 5-0 ' 1. ITS 4. MIU _ _ _ nl oo ENTRY SLAB I I ,t i I )' N ,0 oQ `' / JO 1 ' O) n 50 SF 1 I 11 11-4" 1 1 E 5 � SH5 I-JOIST HANGERS 2. MIT/HITY8'-5" 32" 1 -11 14'-2" I1 -4„ 1 ,L ' ' I 1I I 11' 3" 2' 6" �' ' , 7i / , 3. IUS/MIU1 �I / . ©© 2' :/ / , ��NN 1. LUS 4. LSSUa I ` C 6;N �, / / FACE-MOUNT SH6 2. HUS 5. SKH g 10T I 1 "'" �O ,' ' ' JOIST HANGERS ;, 1 L I I "Jr1 �, 7i2y , ,' 3. MUS (USP HANGER) N 2'-6" 9'-11 1/2" I CRAWLSPACE ACCESS I 1 12'-10" N I ® 1 ' / 1. HU 4. CJTZ co O1 0 ' ® - ' 8 . . / , GLULAM BEAM AND p w a o o I i 0 0 22, /' �' SH7 DOUBLE-SHEAR 2. HUC HANGER OR o rn w a ED 0 Z9 \ • / , JOIST HANGERS 3. HUCO EDGE OF DECK) a X Nr c �? 1 ' 16'-11" 6 11'-5" 2'-6" M N ,/ ;' p� NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR, of J m o0 z N N CNA 0 LO . . a O o to Lo m • i 1 ® , { i • • ` ,/ /' , SLABS SUBGRADE:USE STRUCTURAL FILL OR NATIVE MATERIAL, m a Q a c� w 1 1 N / \• 41 COMPACTED TO 95%RELATIVE COMPACTION. IT IS STRONGLY 8 1 -, I I •1 I N / RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A Cr 1 1 L J 1 I $1-6 1/$„ COURTYARD SLAB / // ,/ GEOTECHNICAL CONSULTANT. UNDER SLAB INSULATION:MAY USE XPS OR EPS RIGID FOAM WITH MIN,25 <j I - 1 0 _ 360 SF /' / �N PSI COMPRESSIVE STRENGTH UNDER SLAB.IF USED, rj ® ___�. ' O - I -- -----_- ---_-._-t--.- _-- ENTRY SLAB __�._. / / - PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. r I / SLAB THICKNESS:USE 4"MINIMUM. CO 1 ® , - © t0 / / REINFORCEMENT:USE ANY OF THE FOLLOWING: N N I I / - MINIMUM#3 REBAR AT 24"O.C.EACH WAY CENTERED IN SLAB. t 1 I N N I 1 1 I I I / / 2, L _ _ _ 1 �„ - WELDED WIRE FABRIC,MINIMUM W2.9 X,6 X 6(6 Ga.) 0 I N 1 I I •I • ''^^° ' / CENTERED IN SLAB.SPLICES OVERLAY 8"MIN. 0 W U 1 I r 7 / / - FIBERMESH PER MANUFACTURERS RECOMMENDATION. LL- fC „ , „ I ' N I I • 1 1 I / - HELIX MICRO REBAR,MIN SLBS PER CUBIC YARD. Z U / 1 Q 2-6 9-11 1/2 1 I BASEMENT SLAB g I I I I ` - - - - - / ^\� CONTROL JOINTS:MAXIMUM RECOMMENDED SPACE=8'O.C.EACH WAY. `'/^J `J I 898 SF RETAINING WALL `� THIS NON STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY Z I 1 ' III N EL: -481.4' iV , I 0 '\ VAPOR BARRIER:USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY W Z 3 N 1 I I 1 I e - - I INTERIOR SLAB. r 1 1 N I 1 ' 1 I i © V Y N 1 ' r N ' ' I 1 13'-0" 4'-6" 9'-3 3/4" 4'-8" W�/ 0 w I I 1 I I CRAWLSPACE VENTILATION REQUIREMENT I- Ld_ - a 0 1 I e ' e '• _ CRAWLSPACE A AREA: 338 SF Cl)LLI D - 1 ® 1 1 r c4 21 5 3/4 p W W -D A1z I 1 , 1 , ih 338 / 150 = 2.25 SF OF VENT IS REQUIRED. ' 1 I 1 1 I 1 I USING 6 X 16 (.66SF) FOUNDATION VENTS, 4 VENTS n- _ Ce L I ARE REQUIRED. Isimm 8 I 1- _ I I- _ I 1 • ' I T 10 1/4" 71-10 3/4" 8' 1" , ' 1 1'-4" 1' 4" ' i °' ONE SUCH VENTILATING OPENING SHALL BE cn I M GARB I. GAR wAsy� lJ` WITHIN 3 FEET OF EACH CORNER OF THE ., I I o I 1 I I �'���� l% BUILDING. 2015 IRC - R408.1 <oo< 1 © 1 r 1 J H i . Z Wu © - -I �_- v I 1 - t i�¢a 1 €11 I 1= i�� . },. FINAL LOCATIONS OF FOUNDATION VENTS TO Z enI. go I ' ® 1 Is 2W:J BE DETERMINED ON SITE. oLL=� I ' J _ I \--ENTRY 1biVA1. /olZ9l/5J\ • 1 'mns V31Y?p , 110! C WW Kq�o�w��SLAB "' .zo - _ 3/4" OSB Z�mzzo Z 5NQ W I 5. O >6FQC _" " --- - R-38INSULATION zW=w$ ' 4. �U2 CONTINUOUS BLOCKING w>> $ 1' 'r r �!- H a ooz o Wo 11' 6" 13' 6" 23' 1/8" 3'_6" re r 3 3 40' 0" 0 „coo_ =wa°LS 1 6 ya.Jre W eo§c ----- ----- 2X6 STUDS 16" O.C. W/ O zooQ DOUBLE TOP PLATE aooa 2 FOUNDATION AND RETAINING WALLS 62.0z., t LL ��ow 1q co vs 1/4"X 3 1/2" DRIVE RAWL oZyy - ALL SLABS ARE 95S. - _ _ -�� 48"0.C. o§81 0 - ALL FOUNDATIONS ARE OPA EXCEPT AS NOTED. TREATED SILL PLATE OWNER APPROVAL g SW 6"X 16"CONC. FOOTING WI (2)GRADE 40#4 HORZ. REBAR m , 6 MILL VAPOR BARRIOR INRA L PAGE* cc W A2UNDISTURBED SOIL13 5 rai�STRIP FOOTING & PONY WALL PAGE: IA2y NTS 6 of 24 a DESIGNED BY °' MIKE TRAFTON SCALE o r3� roMil.IiiSIDING MATERIALBRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION SIDING MATERIALABRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R 21 INSULATION7/16 OSB 7/16 OSB 1/4" = 1 ' U.N.O.�� I NAILS IN BLOCKING1/2" NAILS OR SCREWS 1/2" SHEETROCK �I SHEETROCK DATE A B C D E F G V W X Y Z 3/4 SUdBFLOOR tat A B C D E F G V W X Y Z 3/4 SU�BFLOOR 2" OC. STGGD p _ OPTIGNAL4"SLAB 10/29/2019 -r r - —; _ _ _ (GARAGE.PATIO) I r FLOOR JOISTS ' LENGTH / FLOOR JOISTS LENGTH (JOISTS PARRALLEL ONLY) _ o a RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING r A35 TYP.ONLY' G RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING / F 1" HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING ** SPACING REBAR @ REBAR REBAR TRANSV. CONT. REQ IRA>4' HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING ** SPACING REBAR @ REBAR REBAR TRANSV. CONT. ;I _ I I I IS'-I I C 1 - _ BOT. L BEND OPTIONAL 4"SLAB ROT. L BEND __ " - -- - -- : _ i- (GARAGE• ,PATIO) SIMPSON HANGER .� -'AI 6 um 1111 I I 1 _l oI 7 (3/) 0' - 4' CENTERED 18" 6r1 61r 72" NOT 6" #4 @ 24" #4 @ 24" N/A (2) # 4 I FNS S BLLYS B BLOCKING E 111 - - ° " NOT 6" #4 @ 24" #4 @ 24" N/A (2) # 4 1F JOISTS PARALLEL E I 1 I=IIII-III 1—III F=_ F _ __ REQUIRED o - _ W 0 - 4 CENTERED 1 8 6" 6" 72" NOT o -INSTALL"G"BLOCKING I I IIII IIII1 1- _ EVVS OR NAILS 4' 1"- 6' 5" 24" 8" 6" 56" 48" 6" #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 3CO.C.T RU REWS OR NAILS W ®; Imo'" MIN — 0 4' 1 6' 5" 24rr 8rr 6" 56" 48rr 6" #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 O C THRU SUBFLOOR W d O .4. IWALLSEONLY C7 r �1 IIII 11 AN. I I I I—= I- 6' 1" r 6" 32" 10" n 28" 28" 8" 16" 18" 16" , _ III—I I ICI I I I— �I- (/�F -" " 1 I~W - I=1 111= A I I I= Z= w 6' 1" - 8 6" 32" 10" 8" 28" 28" 8" #4 @ 16" #4 @ 18" #4 @ 16" (3) # 4 II — Bagt;r ew _ = - 8 #4 @ #4 @ #4 @ (3) # 4 ,;,_J ga O I r v 18"MIN. —J X 111�G II, IIII-W yI= X =11I I— Q o_1= 8' _ r 8" 42" 10" 8" 18" 18" 8" n 18" 14" 11 EXT.WALLS ONLY 11 =, I " r 8" 42" u 8" " 18" 8" " " n m 1 1 1 I I rW I I DE I �_ 1" 10 #5 @ 14 #5 @ #5 @ (4) # 4 1 X 4 P.T.EXPANSION JNT. II —;, - g 1 - 10 10 18 #5 @ 14 #5 @ 18 #5 @ 14 (4) # 4 1 X 4 P.T.EXPANSION JNT. _ Q ID R-1D@: - — All—IIII 1111—, .1: _ _ R-10@. IIII i I IN zI: -CONDITIONED AREA SLAB I Q p= -CONDITIONED AREA SLAB -- ON BADE II IIIIIN LAp I I I IIII-11 > ¢__ LAP Tz IIII =zY IIIII ` Y SPLICES u" IIII WI I1= GENERAL NOTES: NOTE #1 si sot Fill-sEE • "4 II\� I B III—III =2= GENERAL NOTES: NOTE #1 liABOR U.-SEE .TE01 �f o B III—III = _ * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE a a o �, j1- * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE • r o I I- R-10 FOAM - - - WHEN NO SLAB IS NEEDED. R-10 FOAM WHEN NO SLAB IS NEEDED. R10FOAM ' ___ DRAIN ROCK * COLUMNS F G ARE MAXIMUMS. MAY LESS. wnoMILVB o �� DRAIN ROCK— * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D e D d UNDER,MIN. I � UNDER,MIN. �— * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF T. "u-_ �' / • f ° Y4 PE, * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF --:�—""--` 1 j "--=- '4 • 04" on S L 1L al RETAINED HT.(A) FILL REQUIRED 6 MILL VB - ,,— " /1• • • RETAINED HT.(A) FILL REQUIRED 6 MILL VB IFNOSLAB I — 1i'vdlus 'n IF NO SLAB — I I '" Ot1En - * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. o -a' NONE I " '—" "—III =1�_�11 =tV= — 111—IIII= * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0'-4' NONE 1"'—""— I I—�I =t = III—I I11— ' I III—IIII C ! II I11I I11I III'" C_ - IIMMI * REBAR MINIMUM GRADE 60. 5'-6' 12' Toe HEEII I 11I I IIII- * REBAR MINIMUM GRADE 60. 5'-s' 12" roE _ H I11IIII= I1= —IIIII IIIII—IIII=IIIIIIIIIIIIIIII—IIII= IIII=IIII=I 111 IIII-I I IIIII—IIII1 I I I-1 11I * CONCRETE MINIMUM fc 2500 psi 7' B' 18" I *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF�: * CONCRETE MINIMUM fc 2500 psi 7' S' 18" I I*ASSUMED SOIL BEARING PRESSURE: 2,000 PSF I I= ** 9'- 10' 24^ ' 111 IIII 111 I 1 1 PIIII 11 ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. s'- 10' 24" ' l "I' 1 " ' " ' 11 1 111 1"' 111 ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. IIII IIII IIII—IIIIIIIIIIII—IIII—IIII—IIII— IIIIIIII—IIII—IIIIIIII—IIII—IIIIIIII—IIII—' (/) NOT TO C(`.AI F MOTTO SCALE 4 RETAINING WALL - WALL HAS FILL ON INSIDE NO FLOOR SIDING MATERIAL 7�� CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM SIDING MATERIAL (Th WITHIN 12" 7/16 OSB7/1s OSB 12" MIN. PONY WALL 0 E 1 X 4 P.T.EXPANSION JNT. • 2 X 6 WALL 0 / 2 X 6 WALL A B C D E F G V W X Y Z RAS MENT PERIMETER a A B C D E F G V W X Y Z $ : N ABOVE GRADE AREAS \ i�: \ � N -CONDITIONED AREA SLAB F F y 0 rn c LENGTH ON GRADE LENGTH a 6" MIN. •• w UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING 4"SLAB RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING LL ) HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING ** SPACING REBAR REBAR REBAR TRANSV. CONT. o `_ HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING ** SPACING REBAR @ REBAR REBAR TRANSV. CONT. 0 w M ROT. L BEND e - - a - d : I IIII—T�l Io CD < '' a BOT. L BEND e A e I a _ _-• -' IIII IIII-1I 1 1—i �- o J o U-Iz N r r " n " SEE NOT " " " R-10 FOAM - I I _ r n " " SEE NOT n n " / I .�I I I I E - III 111 =V' Q C? Z O= w 0 - 4 CENTERED III 6 6 6 #4 @ 24 #4 @ 24 N/A (2) # 4 UNDER LVe E A O 0 4 CENTERED 18 6 6 SHEARWALL REQUIRED 6 #4 @ 24 #4 @ 24 N/A (2) # 4 d - o= 03 a a a ° > SHEARWALL REQUIRED UNDER,MIN- a c H IIII—IIII„ I , I I I I I I I W F- W . = 111—IIII IIII—I F:1 — R-10 FOAM ..� I- " 1111 1111— r,_ 4' 1"- 6' 3" 24" 8" 6rr SEE Nor Err #4 18" #4 24" #4 18" (3) #4 III 1- 1 I = m 4' 1"- 6' 5" 24" 8" 6" sRE NOT 6" #4 @ 18" #4 @ 24" #4 @ 18" (3) # 4 d 4"III ITIGI ITLI 11=1 I= SHEARWALL REQUIRED = SHEARWALL REQUIRED @ @ @IIII IIII=IuIMIN 111 I w � 111 1111I,., 1111-94 111 I II I I=IIII—IIII— ZI—III 1= A —I I w z r n SEE NO7 n n = 6' n 8' 7" 36" n n SEE NOT 8" " 18" 11" - _ 6' 1" - 8 8 36" 10" 8" SHEARWALL REQUIRED 8" #5 @ 11 #4 @ 18" #5 @ 11 (4) # 4 _ i J a 1 - 10 S SHEARWALL REQUIRED #5 @ 11 #4 @ #5 @ (4) # 4 d i a = cn IIII IIII IIII IIII=x I I \- Q Z X �° —IIII BEL'QWGADE Q =I= _ -t-IIII _ , " n " u SEE NOT " 11 Ir " —IIIIIIIIIIII=IIII— -;' . AMN UIP — i X 4 P.T,EXPANSION JNT- d .2 - —I) I O Ism 1 " 1 — a 8' 1" - 10, 8" 48" 10" 8" SEE NOT g" #5 9" #5 18" #5 9" 4 # 5 III— I IIII=I I - v 1 10 8 48 10 8 SHEARWALL REQUIRED 8 #5 @ 9 #5 @ 18 #5 @ 9 (4) # 5 =11I 1—IIII 1121'1 �- c - 0 SHEARWALL REQUIRED @ @ @ ( ) / _7CLR.- Q W IIIEENED7P,�—III IIII—IIII—IIII _I I R_,D�: _ IIIIIIII NI— Icg CONDITIONED AREA SLAB - i �- Z U C z -11,11 LAP I I I 11 —1 11 -P- 0 0 Q IIII „�HOL_�s�O.C.IIII ` I, o _�'-`- 4IIT�II�,!EII=III �_ - II I I ON GRADE F- w SPLICE=24" w - Z Y—t I a ho 1 11 I I I=,�1 I I I Y 1 Z Y 1 II 111 111 I I W I= z z zCO GENERAL NOTES: IIII—IIII—III 1I II I / B o = GENERAL NOTES: NOTE #1 SLAB OR FILL-STEEL TE#a dam;B 111-111 J — W Y N * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. IIII=IIII= =1 I-� rr ; I * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE R-1oFQAM f I o _ a 11J w rn 1111—IIII WHEN NO SLAB IS NEEDED. I CO* COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D I .1. r'�j',�,_�: d DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. wiloMn v6 D �4 j� a DRAIN ROCK U LL vJ cp a ? 4"PERT.— UNDER.MIN. c -3, 11 111 I _ 4 PERF — w * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF —I 1 ; ' �O .+ I l I1= * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED FILL IF o&VB Wes— Mil I I— O —III O 1 1 1 1 1 1 * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IIII IIII=III I I I I I�—_V=III = I —IIII— * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0'-4' NONE I1 ' " " 1 Ir I I I1�— 7iV- =IIII a Li itEc- IIII-1I I- 1 I III- ,,I I=I1 I 1I1I1I=111= * REBAR MINIMUM GRADE 60. 5'_sr ,Z. IIIIII—I I— — - _- IIII—IIII1I I= Y * REBAR MINIMUM GRADE 60. IIII IIII I I I IIIIIIII IIIIIII 1=IIII-IIII- 11 I 1I 11 II I7 -IIII=IIII-IIII-I r IIII=IIII i— o * * * CONCRETE MINIMUM fc 2500psi 7'-8' 18" * = CC CONCRETE MINIMUM fc 2500 psi III ASSUMED SOIL BEARING PRESSURE: 2,000 PSF I= III ASSUMED SOIL BEARING PRESSURE: 2,000 PSF I 1 IIII—I � 11—IIII—I 111—I 111—I 111IIII—IIII—I I � I � � I IIIII—IIII—IIII—IIII—IIII—IIIII I I 1 � ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. iI I I I—IIII I I I1_ J I I I—IIIII 1 I IIIII-1I I I I-I I I— ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9'-10' 24" IIII—IIII—IIII IIIIIIII U I—IIIIIIIIIIII M NOT TO SCALE • NOT TO SCALE 0) 1 CO CASE 1 --�� / 6 X 6 P.T. POST 5 O-TUBE r ABU66 POST BASE RETAINING WALL - 4' MAX RETAINED - CENTERED REBAR NO FLOOR 7/16 OSB BAWL 48 O.C. \ „ },,,•./ <pg� SIDING MATERIAL 1/4" X 3 1/2" DRIVE N �� � 2 X WALL w w WITHIN12 2 X TREATED PLATE INSULATION Q Ilil Ilu , , , , ' ' L . , IIII—III en � ( D I 1I1 =1I `; J, 1=(4) GRADE J i8 1 X 4 P.T.EXPANSION JNT. o : 2 X 6 WALL (WHERE NEEDED) i. im�w Z R-10 r: R-10 @: `� III 1 I o . #4 REBAR gi;�° A B C D E F G V W X Y -BASEMENTPERIMETER -CONDITIONED AREA SLAB 1/2" SHEETROCK IIII dI VERT. HOOKS 111 II ABOVE GRADE AREAS 1_ "� \ ON GRADE 2 : 1 11 1=11 -- n ' 1 IIII—IIII—IIII-CONDITIONED AREA SLAB W 1-a ON GRADE F a e 4 . 4 r 4 -4 - 4 a �° III IIII I d 111 1III III w o=oa=LENGTH 4"SLAB I5 Z 1 IIII1I 1 _UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL NOR¢. FOOTING FOOTING _ .c - or -_ w �~_ 1► 0 1 11=(4) GRADE40 #4 REBAR E.W. HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING ** SPACING REBAR @ REBAR REBAR TRANSV. CONT. .- : e . -'� A o o - - I•:o 1- ° - Q o aoo ROT.L BEND d -4 al - 4 - �' W rI l I� I I I-T io , ' d 4 `d I R-10 FOAM A.- •.— d 1 I '.d IIII—I I I—I .,► w<=w -11 ,t ' ' r(I _ -_- If 111 ;III IIII_W/ 10MILVB _-� 1—I1I1—IIII 7 y N R-10FOAM — o_ R-10 FOAM 16" = UNDER MIN. co e e Z ww�= 0' I " 6" 6" SEE NOT 6" @24" @24" ( ) W/10 MIL VB R-10 FOAM / �. �� E '� I _ I I 11 I I - _ IIII—IIII—III E>W o - 4 CENTERED 18 #4 #4 N/A 2 # 4 — _ o - l I a c e d N � SHEARWALL REQUIRED UNDER,MIN. (@ easEMENT v I W/ 10 MIL VB =al (2) GRADE 40 - - - - 6 5�� 1111 III_ PERIMETER I —IIII—iI I=111 - �I= UNDER, MIN. = I 11 —III 1 II O °=w� IIII I ."B°�G""°�"" W . :IIII=IIIIIIIIII= m=- GAR,p 111I11 111 I11 MAY VARY-PER PLAN z4"MIN. ro REBAR IIII I I u IIII—IIII—IIII IIII—IIII—I I 111 P1111—IIII 1 I l 1111—I 111 IIII (' '1- A44010rs =N=. �"� — w �' •�` of THICKENED FOOTING POST FOOTING Q 00000 �I I I I11 I I III —�I I I I—I I I=1 I I I=11 J - �`��� 6 SCALE: 1 " = 1 ' $ SCALE: 1 " = 1 ' =woo. IIII=IIII=IIII=HEXIII 1III=11_II=IIII- 1= _t_� a — a III-_IIII- Q Z ' � NSf4O� IIII IIII—I11I=IIII- 7�a- tM E=24" ' - �wi= IIIII l I' -IIII-1 I .f _ Z I I I I III 1= r 1 a R 28873 —I° GARAGE DOOR ►III=1 I I I=III I zl- I aOUQ I "°`ES6 °° I I I1 o IIII=IIII—III =0- 10NAL BUCK OUT FOR GARAGE DOOR w=a -Maw 5 _ IMEEPIIII i l t l- _ / 4* LL- la 9 'ro 4" CONC. SLAB OVER 6 `<Un- , IIII=11 I I=III I IY I �Q O I I 11 I I I I11 !MI' �� . aw _ MIL VAPOR BARRIER ON O ooz° m GRANULAR FILL w<o< GENERAL NOTES: IIII—IIII=III IIII ,moo/ elllll� _ /_-_ d d e d d d i�. * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. IIII—IIII— I I—I 7 �I I I I46_111= a.' OWNER APPROVAL N a t '� lr d DRAIN AD CK_— _ * ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF 1111-1 I .D 1 I e : t s s s I-11 b 11 • e • a ,�=(2) GRADE 40 1 * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IIII—IIII— ' _ : L�4"PE -IIII= 16. —#4 REBAR IIII=IIII o IIII—IIII—IIII IIII IIII 111 1 1=11 I I —_v' -111 rt= ►I 1 IIII= I=I ►I I 11 1 . I 1 ►1 I 11►11 1 11►=I ► 0 * REBAR MINIMUM GRADE 40. 1I I I=1111 I I11-A —_-C_—_ 'IIII IIII=III I= TYPICAL FOUNDATION WALL PAGE"' 6 * CONCRETE MINIMUM fc 2500 psi Toe KEEL ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. *I I I �=IIII SOIL IIII II I I I=I EI=I 111—,0IS I= / 7 @GARAGE DOOR A3zon II1ASSUMED BEARING PRESSURE: 2,000 PSF _ y 1—IIIIIIII IIII—IIII�IIII—IIII—IIII—IIII I. SCALE. 1 " = 1 ' I III IIII—IIII IIII—IIII IIII—IIIII I LI—IIII NOT TO SCALE E PAGE: 0 ea 7of24 N IN `\ A A., B p © 0 / 9 FLOOR PLAN NOTES DESIGNED BYkJ cf ) MIKE TRAFTON I. / \• •• SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR u • \ •`• LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE SCALE a / `. CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN z //• ``�` 1 PRIMARYNEW CONSTRUCTION,POWER FROM THEIBULDING WIRI SMOKE NG AND SHALLE EQUIPCTORS SHALL PED WITH A THEIR 1/4" = 1 U.N.O. a • / BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON 36'-6" / `�` EACH LEVEL OF THE STRUCTURE. DATE / / '` 2 10/29/2019 / `�` SHELF AND HANGING ROD. 11'-6" 13'-6" 11'-0" 12' 0" i / • � / / /// �`•` / 3 BUILT IN SHELVES. • TapS.// N. 4 CABINET-OWNER/CONTRACTOR TO VERIFY. ' / / • • 140 ' EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY // •` 0 5 EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BECID / 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. / \N. Z / N. ® 6 TEMPERED GLASS O 0 - \ _--- I \ `• ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE Gy INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURESj % RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO . / 7 TRAPPING,END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. / TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT / X OVERTURNING IN AN EARTHQUAKE.MIN.EFFICIENCY OF 91% / / \ MIC) % // HOUSE TO HAVE MINI-SPLIT UNITS. NO FURNACE SHALL BE INSTALLED IN ANY © - / / N 8 CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM,BATHROOM,OR / / CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF FURNACE. 1::' N. \ O ; / 0. r `' // PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD `• - / SHUTOFF CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT `• // EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. © `• / 9 THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45- .i-.-e2tv �/}CC- N` / DEGREE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH Lp�}WC.S PAL+! `'4 /// DIAMETER EXHAUST DUCT OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS01 • / REQUIRED WITH BACK-DRAFT DAMPER. =_ tt`ISuta-rem / �` / MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL c T / BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLESI t4 / OF 50 C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY © \ _ _ __ _ - -- -`'R/QWLS'PACE \ / / OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 em r 338 SF co // // INCHES.DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED TO THE ° / 1 0 OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING <thili It) / INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, s°p0 0 / // NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT ENTRY SLAB 4'C • / EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC / DRYER EXHAUST. Al 50 SF0 co 3 1 j / WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC 2'_0" • / 1 1 CONTROL,SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. N / o) 8'-6" 3'-0" 4'-2 1/2" 9'-10" 111/2' 5'-0" / / I / 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED H� ® / / / 12 LESS THAN 1 ROOM.F2"PPLIYWOOD.ACCESS COVER IN GARAGES TO BE HINGE OUT ACCESS HOLE TO DEPTH OF INSULATION ED ANNOD / / . / �/ - SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. E / / GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR 9 ' ' ` Na / 13 NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER p 4 / SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2. \ \ �� . N = }— ���� ��� // PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH co I� - I _ ¢ • _ N. . N. / OWNER FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. ( rn m J O D18 2468 CLOSET 3'-1^ OPEN UNDER rn `� // .� // 14 REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON- W Q chi p , �` / �/ COMBUSTIBLE SURROUND&HEARTH MATERIAL. OLL CC 2' x 1--_1 v —20 SF /STAIR LANDING N ` / U. p u . / GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE Z O o-W �' Cral 0 - - ` / O 15 FLOOR MIN.1/6"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR Ce Q c� I- c ci p t0 0 ��` ; TOWARDS FLOOR DRAIN. W C9 O M m iii r- 3 KI 7/q"4 S CLOSET `2 �• / _1 z m V¢ O a w /"1 A s 29 S �� 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. 5 ri d ZQ Sa M w IC i ft! \ vPi1 ''% ' GENERAL NOTES Q • US ROOM r • • `• / / / 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. in- :'CEILING M _ 1-1 • 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 02) \ ® N C - L i 4,0 L. -, 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. i O 0 N r N I N n 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 0 y W 8 I N • A Z VU as © �. I p- 10 — © 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. — I _ a CLOSET N 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER V, El - p 24 SF r BATHROOM DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. W Z Z LLI03 N_ q r 2 `' 71 SF STORAGE © e �� 3 - 7, FRAMING NOTES W o r r co I v a i- p LL r 1 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. U.i N N - � ( C cin c, ,�co N I ' ' 1 -ii? 5�i2 2. COORDINATE WI MECH.&ELEC.FOR LOCATIONS&SIZES OF o W W -a D2 m_ / �- I co SHOWER 1 Fn FOUNDATIOWSLAB/JOISTS BLOCKOUTS. d Q' 3$ I 17 SF r 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC 1 C N / DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO H 0 r \ S rile- - sp f THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND 0 `� �A INSTALLATION. cc W17 5038 FXD I 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY CO tar MANUFACTURER CO fill 2'-7 1/2" 3'-0" 9'-4'" I \ 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ CO __ _ _ __ — _ _ Li - RING SHANK 8d's©6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO -' ---- ---- --- � \ �I �� SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. 8" L"-4 1/2" _ 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND <a o MUD ROOM BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. a Io o w �4 STORAGE co a, w= = le© d) LW SF - 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE 00 VALI 8'CEILING fil 1 THERE IS A LOAD BEARING WALL ABOVE. O"3 O I ouzo 'D16 3068 en -1 to �.� 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. a QU _ r O ° Ilir j FULL LITE 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS :::,t Fe - FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. 0 iE - 8 W16 2020 FXD WI$2020 FXD o ENTRY SLAB I --- 1/2" SHEETROCK ENERGY CREDITS yaW N- 20 SF ,� i ILL-R-21 INSULATION NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY Hwy CREDITS TAKEN Z W W i " " 7-4" 6-0 3-2 _... ENERGY CREDIT la Q ILIHI' 5-0 7-0 / t " r " i CONRETEBUILTOUnTONLY Z Wgozo/ EFFICIENT BUILDING ENVELOPE 'O¢og 1'-0" / / 2'-0" -� 2-0" 1'-6" IN FINISHED AREAS _WINDOWS: U=0.28 d =z 3'-0.. 23'-0" 3' 6" FLOOR: = R38INSULATION oaCCwo -SLAB ON GRADE-R-10 ENTIRE SLAB z u pa°zo ix 40'-0" W o E ENERGY CREDIT2a W iygo / _ ____ T : j AIR LEAKAGE CONTROL&EFFICIENT VENTILATION r o`;LL wzz.z 8"CONCRETE WALL -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR coSo -WHOLE HOUSE FAN PER SECTION M1507.3 -ooa fi _ BASEMENT FLOOR PLAN 910 SF ->4 s,. ENERGY CREDIT 3a Q =a HIGH EFFICIENCY HVAC EQUIPMENT CO °aow e F �I// -GAS FIRED, PROPANE, OR OIL FIRED BOILER lingo • 1/4"X 3 1/2" DRIVE RAWLoo�" WITH MINIMUM AFUE OR 94%. i�co- o 48" O.C. -a --,. TREATED SILL PLATE ENERGY CREDIT 5c s° EFFICIENT WATER HEATING OWNER APPROVAL I SILL SEAL GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. a WALL TYPE LEGEND NR� 0 ax,z_. �� • •" PAGE#'. 2 " _ n4 2X6 WALL W/ R-21 w +.`�"' ""- ^ -- . INSULATION z �� •~ — 2X4 FURRED OUT A4 WALL W/R-21 INSULATION a 1 TYP. FURRED OUT WALL IN BASEMENT --zxswALL PAGE ' A4 NTS 8 of 24 . I 2X4 WALL is N. CA) B0 D CO © 0 .. , ..... N , _., , .. .. ° GENERAL NOTES DESIGNED BY c" MIKE TRAFTON /// N '`\\\ 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SCALE 11 / \ z // \\ 1O 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 1/4" = 1' U.N.O. Ii 36'�" - - ,/ `\` 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. / / / \ DATE / ♦` Q 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. / 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 1 O/29/2O 1 9 11'-0" 13'-6" 11'-0" 12'-0" '/ `\ / / / \• 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER / © ,-sl / / `♦ DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. ne //! / '''`\\ FRAMING NOTES / `\\ 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. / // ♦` 2. COORDINATE WI MECH.&ELEC.FOR LOCATIONS&SIZES OF \ FOUNDATION/SLAB/JOISTS BLOCKOUTS. CD O j `�\ ® 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC z / DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO / ♦`• THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND �' INSTALLATION. 4 S. / `� 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY a) clu) D " / .\ / MANUFACTURER / 1D Y 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ AS / / . RING SHANK 8d's(4 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO / / \ SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. co / \ • / ' 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND I O ,/ , \. BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. © 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE 13 62J- 11 7/8" BCI 6000 `% / THERE IS A LOAD BEARING WALL ABOVE. D 1.8"1" JOISTS @ 16" O.C. `\ i • SUBFLOOR 12FD `\ / ♦` // 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. / AS B1 �� `\ �/ 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS 8X8 ARCH'L 71 P-(2)2X6 as� !Q_ \ `� \ / FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. GRADE POST \ \\\` '/ SIMPSON HANGER TYPES (it L © N 466 3.5X11.8 PSL Z ,' / % MARK TYPE SIMPSON HANGER MODELS / 1. AC!ACE 4. BC tn 32B 1.75X11.8 LVL m / / i' m • 2'-2 1/2" MIIIMI ' ` / v 3'-8 1/2" r-- �12'-1" h-- 1 / i" / POST CAP 2. LCE GRADE POST 8X8 ARCH'L 62J- 11 718" BCI 6000 I / $, I - ____ / 3. RTC In, 1.8"I"JOISTS @16" O.C. !!! ' / / / 03 SUBFLOOR 12FD --I {. I /' ,/ 1. ABU j CC' m 70P-(2)2X4 // /' POST BASES 2. ABA 70P -(2)2X4 / AI 1 / / 3. ABW m.. A1C�=2X10 FLOOR JOISTS // / R CURELESS SHWR ' 1 // / / 1. H2.5A 4 �, I LEDGER 81L co °o II / / TRUSS SEISMIC & E O -� ;, N 1 `. / HURRICANE TIES z. H1 a ^ 4_ BEARINGWALL %% ii ' c (3) 1 2X12 PT DECK FRAMING @ i6" O.C. X - 17 70P 4 6 X6 / 1 J I \\` `\ 1. HGA10 N COMPOSITE DECKING N _ m BLOCK ` / / EXP. BEAM SEISMIC io CO m 9'-61/2 4- 1 , , OUT FOR STAIRS \ / \ / N rn occ En iv I N \� / v & HURRICANE TIES w ¢ 8 �. Q.co iN -�ro�-rc I I tn I et li I `\ / O/ Z 8 rn(n N w Q \\ 1. ITS 4. MIU m ¢ XI- n v - ° 0° I \\` /// I-JOIST HANGERS 2. MIT/HIT o ? m og z N y ro / m tea ¢ a. 0) -J E 1 `\� // 3. IUS/MIU ¢ z = w to <r BEARING WALL 4 / 1. LUS 4. LSSU 1 R"I"JO STS @ 1Fi"o C. n 70P - 2 2X4 LO / I / FACE-MOUNT m SUB OOR 12FD m \'\ / JOIST HANGERS 2. HUS 5. SKH aICI 62J- 11 7/8" BCI 6000 O I \`` 3. MUS (USP HANGER) > ccI STAIR LANDING SLAB Glulam Beam and 1. HU 4. CJTZ Double-Shear 2. HUC (USE OFFSET GRADE POST L� 1 Joist Hangers HANGER FOR O 0 00 3. HUCQ EDGE OF DECK) O I W U I e • ce I I 0 NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR. - U r , Q NOTE DECK FASCIA TO 3 e Z '^ Z o BE 5/4"COMPOSITE Zas r MATERIAL-INSTALL WITH D , Z z SPACERS 0 X 32B 1.75X11.8 LVL _ m U Y N -N , r ; �W w co to 2 X Cori m D 11.1 V N � U Co N T� Lt P mi 72P (3) 2X6 II 70P - (2) 2X4 / 4.GAR _ Q6 _21 (2 8 J M- -J --• R L.L ofr to 1 r Y tZ1 cc . O 32B 1.75X11.B LVL O-� I x M ,a ,2$ 3 62J- 11 7/8"BCI 6000 j _ �-� 1 Y 2 m M 1.8"I"JOISTS @ 16" O.C. x e- \ 70tvAL SUBFLOOR 12FD x s� tol�q 0 zoz< 12 Cn mc•i `i>M�i fy20 I r n do {{ _ it O/ � co / 3'-6" xo u' L (4oaa> / ���? N rc i re L. I 20H 4X6 I .w=orc T 20H 4X6 ", J ozoLLw h f� 71P-{2)2X6 71P -(2) 2X6 �\ . ` ! r I�� SIDING MATERIAL =$som p '�� • I TYVEK HOUSE WRAP bjflI�es 0, 4., ._ , b. JOIST pFACE MOUNT JOIST SILL SEAL 7l16OSBSHEATHING i:// . �, e' R-2 1 INSULATION FLASHING 4" BOTH J a? �o 1,-; ii I JOIST BLOCKING LL a .l VERSA-LAM OR '• WAYS 0 ��5�? , \ BARRIER TO BE USE "a BOISE GLULAM BEAM: DRYWAL �a� MOISTURE BARRIER 1/2" w t' : , �� �� 30 LB FELT OR SUITABLE ; BEAM WIDTH SHALL COMPOSITE DECKING O 00 `"?Qz \\ •LING PER LOCAL CODE EXCEED 2X SPECIFIED - - 3/4" OSB oo�o - \\ BETTWEEN HANGER AND ` PROVISIONS HANGER NAIL LENGTH BCI JOIST J i JooF AQ-D & CA-B TREATED SILL Il��i , ` ' / GRACE VYCOR DECKcoz�$�m� # . } :r PROTECTOR OR SIM. =oo SIMPSON STRONG-TIE ! '" ' / TO WRAP TOP OF �_ .72 s' ITS 11.88 �: • / � `� BEAMS `�z' -- �` �� BOISE RIMBOARD o�sa �(• _ 1/2" HDG THREADED w�� ` "' POSITIVE ANGLE NAILING, a - ROD W/NUTS AND m', d �\ NO WEB STIFFENERS ARE �` • �' INTERMEDIATE BEARINGja! WASHERS �� - REQUIRED UNLESS USING ° ziz� OPTIONAL NAILING FOR (WALL OR BEAM) j • �_�' s DTT2Z WI 1/4"x1 1/2" SDS € INCREASED UPLIFT. '�+�0 \\ // NAIL BOISE RIMBOARD 0 ° SCREWS OWNER APPROVAL CORRECT NAILING kili/ \� \\\ \ \ NAILTO S INTOIEA H FLANGE. SOLID 2X BLOCKING AT e , ��� 4X12 P.T. JOIST 16" O.C. APPROX. 45°ANGLE \ e LATERAL LOAD ✓ I I SIMPSON ZMAX LUS410 r CONNECTION 4 I - FASTEN 2X PT LEDGER PA ADDED 2 FOR DEPTH WITH (3) ROWS OF 1/4" FLOOR JOIST BLOCKING PER 502.7 A (SEISMIC DESIGN CATEGORIES D1 & D2) 4 / X 4 1/2" SDS SCREWS © y BOISE RIMBOARD III / 16"O.C. ^ N A TOP PLATE HANGER B CONTINUOUS BLOCKING C JOIST TO BEAM D RIMBOARD „ E PLANK DECK TO HOUSE CONNECTION PAGE A5 NTS A5 NTS A5 NTS A5 NTS A5 NTS 9 of 24 0 N DESIGNED BY CA , B I� D Q Q Q FLOOR PLAN NOTES �,-' MIKE TRAFTON i r SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR u O LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE SCALE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN 5 1 NEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = 1' U.N.O. LE PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A r ,O BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON ,b �' 2 EACH LEVEL OF THE STRUCTURE. DATE - / DRIVEWAY �' �Wp� \ •�\ •2�On �!' 2 SHELF AND HANGING ROD. O/29�20 9 13' 6" 11'-0" 12'-0" Q. 42 /II \e N • es- e • i 9'-1,� 1'-11" © ��Q ^``,� 4,} *�0 \ \\ 3 BUILT IN SHELVES. — yap / 4 CABINET-OWNER/CONTRACTOR TO VERIFY. ry � C)) / EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY l •Q \ / \ 5 EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE N N Si/ ® 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. \ y�P / - 6 TEMPERED GLASS (� a y 1 It ,` ALL BUILDING WATER SUPPLY SYSTEMS IN WWHICH QUICK ACTING VALVES AREaW, -I INSTALLED,SHALL BE PROVIDED 1MT I DEVICES TO ABSORB HIGH PRESSURESCO 7RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NOCI I TRAPPING,END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. MN � BEROOM TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENTo OVERTURNING 1N AN EARTHQUAKE.MIN.EFFICIENCY OF 91 111110 19 N123SF �9'CEILING N // GARAGE HOUSE TO HAVE MINI-SPLIT UNITS. NO FURNACE SHALL BE INSTALLED IN ANY Q _ - rastri" ! m _ Aot \ 8 CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM,BATHROOM,OR , ___ U .:.. • p / 483 SF , , CLOSET. PROVIDE AT I F&ST 30"OF WORKING SPACE IN FRONT OF FURNACE. TY N i C/ /' VAULT ' !- y 1 I o c b `, p`ti \ ,2�� j / PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD N p I m 3 ,Q •,� O / SHUTOFF CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT U o o - _ ti /� ,�O/ \ r EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. r © 0 - m _ v�, ^ \/ '` 09/ \ ® / 9 THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45- CM o 0 2 I N cIS/ N 7 ,\O` , DEGREE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH Zr, O a o Iai a ! �2n , ` / N / DIAMETER EXHAUST DUCT OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS �- L I m y'• �i REQUIRED WITH BACK-DRAFT DAMPER. �� BEDROOM 2 I I �� ���+ ,it* iSn / MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL rI _ , BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE LME ++re 1� I� _ _ - _ _ / / OF 50 C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY © ` r'y D9 288U.%!. \, / OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 est I. 115 SF INCHES.DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED TO THE 9'CEILING „ N / 9 , x 5'-8 1/2" 0 ` 5-0 / 1 O OUTSIDE, INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING N LL / <V 'V - INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, -'� - q' y ,_ I/4 NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT __ _ `!_' "_ O // EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC a N v N I f �- -- - -D12 3D80 ._ .. - ` / \ DRYER EXHAUST. �r (V• p I7 / / / �ry �.� 1 A WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC D11 288�/ - ` I CONTROL,SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. I / 1 —� N 1 (DROPPED) • _ ~ 404 / �/ 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED N-' GASI I D- / rHEADROOM.FRAME OUTACCESSHOLE TO DEPTH OFINSULATIONWITHNOT 13 p 3'9'X5'SHWR 6• 2He 1'-11" ® 10 12'-10" pn / WORKSHOP % // .A LESS THAN 12"PLYWOOD.ACCESS COVER IN GARAGES TO BE HINGED AND _ -, / / r SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. E U t0 \ I - 156 SF / „� / GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR o mo t0 • \ \VAULT / t 1 3 NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER p 4 r _ SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2. I f v? PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH N ,2, I I{ v 5,_]n ®� \ n .,(.% i. OWNER FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OP11ONS. pmi o 1]'-$ 1/2" DOWN 9'-6 1/2" 4'-3" 3 ® \ -° 14 REFERMANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON- W Q $ TO COV'D DECK LIVING COV'D ENTRY N c�\, y 5a / COMBUSTIBLE SURROUND&HEARTH MATERIAL. O o 'FL • 6 ' ' GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE Z 0 °) 175 SF 427 SF(yI I 260 SF r� s -�' CV d -- - — 7 _ - 2 �n Sf O��\ ry , 15, TOFLWARDS FLOOR DRAIN.TOWARDS MAIN VEHICLE ENTRY DOORWAY OR . Q X 9' CEILIN I 2,\ 7 , O / 'o° r - 0 - I I 774 gis tt vo On <L�^. �� / �. ``'� r �. Lij ? OO Z rn in p < / S _..I J m f..1 N N N I It UP (V \ tq + 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q 0.1 0 3 c t �® 13 = to .A m tea¢ aM `` " GENERAL NOTES�I , 13 11 6 N A- COURTYARD `O J (V I p $• 6.- 365 SF 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. co' o) } _� j 308f1 I CO - 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. ' D1 1 2'-5" " 6'-1" I �• 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. O 0 I �+ 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. as U 1 / CV I 0 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. sct 1 I I RETAINING WALL 121 I DINING ao - - U _ I 1 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Z Z a X _ I I 179 SF N _ DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. iy I I 10' CEILING _ _ s I 2`I J O �y o 1 I - p D1 4080 Ip 0 1 V Y N a) �� ; co _ p m (E) o FRAMING NOTES U o aco ?� 1r 1 I o v d' 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 0) ZNItCD I D N I I I I I I P 1 O m r - ,-- 2. COORDINATE Wi MECH.&ELEC.FOR LOCATIONS&SIZES OF '12 '- 4 I I I I - - - FOUNDATION/SLAB/JOISTS BLOCKOUTS. Ni.v i I I I I I I 1 I I .-in GARAGE-WORKSHOP 639 SF CC _ D W I I I I REF. I l�Tl L - I N 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC a �C I I I I I I I D 75 SF CV I I r DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO C) I I I _ _ _ THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND 0 t�J] ' 1 9'CEILINGerl I I I I I I I I t INSTALLATION. CC W8 I I I I I 1 _ I I I W <<-- 1 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY N- 1660 CSMT 1 I VN �- , I , teD MANUFACTURER c U 1 I 1 I/ 11 / /_I I I I - '� - 1 p 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL WI CO 0 `? I �� ITCHE 1 I m U ING SHANK 8d's 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOFSHEATHING TO BE 7/16"OSB OR EQUAL M 1 '� y zo I I I co PNTRY _< _ 7�' I—" I I I FAUX BEAM I I I __ N - 29 SF _ --- - 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND F o o W `I, m BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. 5 m-a 411 II zzi I I I I 1 I I F ii 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE Egg p I i L 0 p THERE IS A LOAD BEARING WALL ABOVE. Z o 1-- a$ R7 I I I I �F+2' I I B. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. a H o 74. 11 t 1 17rTrr I t t 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS z w a FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. J i i; w 8 W6(2,4D36FXDIIIIIMIMM ENERGY CREDITS °' ,�g° 111/2 ,„0,, 2'-6" 31_6" 41_0„ 3'-6" wzzo 12Cf / NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY tirYa CREDITS TAKEN zo 9 1/2" T-6" 4'_0" 4'-0" 1,-0 3'-3" T-0" 3'-3" 18'-0" 5'-0" / / / / - i ENERGY CREDIT 1a w .0i- w=>U$ EFFICIENT BUILDING ENVELOPE O ���w� 11'-6 1/2" 3'$" 23'-0" 3'-6" -WINDOWS: U=0.28 ek*s i -FLOOR: = R38INSULATION a`w / / 1 -SLAB ON GRADE-R-10 ENTIRE SLAB a i y i o tl Q 52 Wy,pUp / 40'-0" ENERGY CREDIT 2a Z Y0-f-, AIR LEAKAGE CONTROL&EFFICIENT VENTILATION N m z -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR Logy -WHOLE HOUSE FAN PER SECTION M1507.3 thtlgz 1ST FLOOR PLAN 1454 SF ENERGY CREDIT3a _ HIGH EFFICIENCY HVAC EQUIPMENT _pow 5 Vim.- Q -GAS FIRED, PROPANE, OR OIL FIRED BOILER m mg3 4 WITH MINIMUM AFUE OR 94%. 8zyy W aoa m w ENERGY CREDIT 5c ,- 1- w EFFICIENT WATER HEATING OWNER APPROVAL % -GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. o l WALL TYPE LEGEND INMAL 6: PAGE* 2X6 WALL W/R-21 w INSULATION A6 = �----2X4 FURRED OUT ,,- WALL W/R-21 INSULATION 1. he 2X6 WALL PAGE g I . 2X4 WALL 1 0 of 24 N DESIGNED BY °' MIKE TRAFTON 1 " l• Techtalk 126 CDN ,, ��,�, SCALE o l_l :ll TMyhYpoa.Dee Solution 1/4" = 1 ' U.N.O. 0. PLYWOOD SHEATHING & DECK DATE CONSTRUCTION RECOMMENDATIONS 10/29/2019 Please share this information with all parties involved in building the deck,or preparation of the substrate. DECK CONSTRUCTION:To meet code © Q - !l STRUCTURE:DE2%,1/4: 2 t/3E0 min. DECK SLOPE:29L,1(0:12 rill VENTILATION:To meet code 21-0 n 2r-0n O ROUGH DOOR OPENING CLEARANCE: �� 1 3.5"-ti (90mm-150mm) N P TYWOODGAP:3/32" = CI) NOTE: ALL FASCIAS 2X14 WITH 2X8 SHADOW BOARD ra sue6co w^ 4 / (1) (AN QZ ,�.r_i= i � CI 2 - :' ID =c71_I GIRDER TRUSS f y DRIP EOGE: �T- Plywood to drip edge 11 �J SLOPE PLYWOOD RECOMMENDATIONS: i lit:15 -1/2" IN 12" o CANADA: Trademark Stamp-APA(The Engineered Wood Association) X II- j _ Standards-Douglas Fir(FIR)CM 0121-DFP&Canadian Softwood(SPF)CSA 0151-CSP 1'-0" CV >01 �- Property Recommended Acceptable �1-/ 15 FF v Z /J 80L Thickness 23/32"(18.5mm)over joists @ 19/32"053mm)over Joists 1a.16"(400mm) 1 16"(400mm)o.c. o.c. = Q I J - _ Grade T&G-Floor•select tight face(SEt TF) T&G-C-C Undedayment Plugged 15 FF N y / /m e-C Grade ai Group/Species Douglas Fir(Fir) Canadian Softwood(SPF) f 20H -4X6 Exposure Durability Exterior Exterior �\ 61J- 11 7/8" BCI 6000 Mr 1.8"I"JOISTS @ 16"O.C. MW n - 1I Fasteners:Recommend R10 exterior wood deck screw either stainless steel or coated with non-staining finish or hot 1 -0 c SUBFLOOR 12FD 80L t dipped galvanized ring thread or spiral nails.Nails should be driven in at a slight angle to reduce nail pops. Fasteners to be of sufficient length to penetrate deck framing members 1"(25mm)min.125"(31.75mm)max.Slightly recess all fastener heads. UP) ® Al tp • _ �' Fastener Spacing: Space fasteners 6"(150mm)oc.along edges and 8'(200mm)oc along intermediate supports. �f n � 8X8 ARCH'L f x 8 IIII .="I - GRADE POST N 0 20H -4X6 u in 5'-6" H'L ton I duradekcom 10 el la o IJ 8X8 DEAR PO GRADE POST 30B-5.5X -G ULAM � u IC s E:. 0 15 FF �� m o ©FRAMING AT ROOF DECK c o SLOPE BEARING WALL v NTS o ® ~— r �— I s 3' 6 1!2" 1> 9' 9" > r2n 396-5.5X9 GLULAM - N Ls Q t \lik r jrn c U' )� BLOCK OUT FOR STAIRS X 0 II M Q. Q th H l rp n \ rl N. N ( CI iPP 0 ? m Z cb _ to `C9 f to tri o)MANUFACTURED TRUSSES 24" O.C. uXi 72P -{4)ZX4 1 1 m m I II ,IX 1/4 ® Q O o w CO 11 RD ROOF DIAPHRAGM TYP. vi M M 'o m Q O Z = m tea ¢ o_ co to —f°= TPO MEMBRANE FROM WALL TO = , O L 31B- 1.75X11.8 LVL r 80L lit METAL CAP @ PERIMETER CURB co (l R X= 03 SLOPE ` l N Q y4_; - ENT, = MANUFACTURED TRUSSES-2 - C� 11 RD ROOF DIAPHRAGM TYP -� i z - - NI A 1 = TPO MEMBRANE FROM WALL TO 0) l �( 30B-5.5XXS GLULAM-' 1 N' METAL CAP @PERIMETER CURB II 1 II MANUFACTJRED TRUSSES 24"O.C. i u t 5'-$ 1/6° O I W S 11 RD ROOF DIAPHRAGM TYP. S o v 'DURADEK' MEMBRANE FROM WALL TO LL (/ 1 , , r METAL CAP DERIMETER CURB RAILING �- 61J-11 7/8" BCI 6000 Q 1 -0 co r ( 1.8 "I" JOISTS @16" O.C. . I— VJ �J 20H -4X6 @OCCUPIABLE DECK) n SUBFLOOR 12FD W Z ` 8X8 ARCH'L to �+' GAR* 0 W W coCV co N GRADE POST ^. �+ �Off/Iy S� IIII 01 tD � � 0,� F- � mom.''^^ a_ a) D H • to ce • ~° z U v! 0 e � Y �� Ire) ( O W W -0 D (. N a -- -- -- 4-- 1 I! i R �„ . _ fr E J • LL Y Q r��� N lu • -II ED �ilI 1oNAL !s /ZO)/(9 I- r HDR I .O ZI floss 4f3tvto } ce Q I,- M m- co N a? co O1 20H-4X6 / t ii' —ra X- is/ zon 15 IF ® w 1p 133B- 1.75X11.8LVL l y Q z Illij D 35B- 1.75X11.8 LVL 5'�'1 oLL3o z _ U°Q> tazi-U if.LEDGER80L I O �y°� Hr •OZ I I CV �azorc 20H -4X6 '� o °LLw I 20H-II4X6 rn? ` •\\ �� � L.f_ �ko5o 15FF II II u Z ]Um•1\\\\\\ O °N a 2° W mj \ ' FACE MOUNT JOIST O yw.$y BCI JOIST ,ww�= v. MANUFACTURED TRUSSES 24"O.C. t I- Z° N _ 11 RD ROOF DIAPHRAGM TYP. / 2_t,l t ' HANGER TPO MEMBRANE FROM WALL TO ,- Mao 2-0 a ao METAL CAP @ PERIMETER CURB BCI JOIST BLOCKING VERSA-LAM OR LL O p ��: BOISE GLULAM BEAM: 0 O CCZ W 1 4, BEAM WIDTH SHALL a�N0 Rai, NAILING PER LOCAL CODE EXCEED 2X SPECIFIED s_` W ,,001$ �. 4 PROVISIONS HANGER NAIL LENGTH v `= Z z 1- W ) . , Rrrat 0 LLI „Jct. TPO MEMBRANE Q TPO MEMBRANE lil N; / 5 _`` °yLL SLOPE 1/4" PER 1' i `" ' °°` Orli �� ft „ 1 • a�z<►���,� � xo BOISE RIMBOARD L I trcow,��� —_ J__niii \` METAL CAP AT CURB II V J O pO?� il =F�` i_'i INTERMEDIATE BEARING \ J '1 `I `1JJ j ` (WALL OR BEAM) \ F$�z w `�1 . �11.. FASCIA PER PLAN \ \�., �� /% NAIL BOISE RIMBOARD OWNER APPROVAL a 1_ I` TO BC; JOIST WITH 8D ■ \ NAIL INTO EACH FLANGE. =.r4 2 s m CEMENT CEMENT CEMENT BOARD FINISH BOARD FINISH i FLOOR JOIST BLOCKING PER 502.7 INITIAL ° BOARD FINISH PAGE a: u (SEISMIC DESIGN CATEGORIES D1 & D2) 4 w SIDING ° A7z. N A EAVE DETAIL @TRUSS (9EAVE DETAIL @TRUSS CEAVE DETAIL @TRUSS D CONTINUOUS BLOCKING E JOIST TO BEAM F RIMBOARD PAGE: rnA7 NTS NTS EAT" NTS A7 NTS A7 NTS A7 NTS 11 of 24 N A (� O D Q Q Q 9 FLOOR PLAN NOTES DESIGNED BY E, N MIKE TRAFTON ig • SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR u I N. LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE SCALE o \ CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN N 1 NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = 1 ' U.N.O. cc - PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A N 'O BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON DATE „ N EACH LEVEL OF THE STRUCTURE. 18-0 Q 10/29/2019 N 2 SHELF AND HANGING ROD. I N 3 BUILT IN SHELVES. H \ 1 \ 11'-51/2" 6'-61 ` \ 4 CABINET-OWNER/CONTRACTOR TO VERIFY. v 5 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY N CD EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 0 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. N \ z' \ ® 6 TEMPERED GLASS (� • N. • ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE N INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES W N 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO 0 - I N. / TRAPPING,END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. NO TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT x H'-O" '-5 1/2"I OVERTURNING IN AN EARTHQUAKE.MIN. EFFICIENCY OF 91% / 1 / N. N HOUSE TO HAVE MINI-SPLIT UNITS. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM,OR 0 - \ N. CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF FURNACE. N 41:13 I SHWR ' I v� PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD N SHUTOFF CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT IA 17 SF N\ - 1 2' 7 1/2" e- EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. / 1'-6" I 9 THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45- / •O 1'-1 1/2" , 1 / I - ' DEGREE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH �• I DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS ^ - M T I REQUIRED WITH BACK-DRAFT DAMPER. al a i MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE �� • OF 50 C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY SIZE IS 4 f OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT �� I _may. T_ I _ 1 O INCHES.DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED TO THE MW VC: OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, ap aM 10 . VAULT I c'7 NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT Q e - 1 N EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC CO " DRYER EXHAUST. I I o I CD CO - N I WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC M �+ I • 11 CONTROL,SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. w N Q \ 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED I \ U BATH _ 1 HEADROOM. FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT a- N • LESS THAN 1/2"PLYWOOD.ACCESS COVER IN GARAGES TO BE HINGED AND N a c SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. . E 183 SFo I\ u' VAULT GUARDRAIL 36"ABOVE FINISHED FLOOR. STAIR HANDRAIL 36"ABOVE STAIR ROOF 7 S v M , _ 1 3 NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER CO 426 SF I \ \ - �r ' r- �- r SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2. 'v �' - 7 D25 2680 EA bees D26 2 0 PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH N TPO FINISH rAP Opt 21080 PKT P 1 OWNER FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. 6 rn S G RULL LITE 3,-0 1� l0" 1 RS 9' 9" 3%a 1 2" a REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON- w i op N I$� COMBUSTIBLE SURROUND&HEARTH MATERIAL. OCC rni7• 'L r I I N / o eGARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETEZ p °� MJ '� �'-N. O 15 FLOOR MIN. 1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY ORQ ''�n II" -- �p-- ((ll Fa? _ to - TOWARDS FLOOR DRAIN. W Z O di co ' m 9 �I - E.:,.. Oi O J m U Z N 0] <D , 6 C�Ov r 16 20 MIN. FIRE RATED DOOR W/SELF-CLOSING DEVICE. 5 Q O Z ' 3 W m Nev) 5 b 03 2 aQ 0 CO CM r 63 _ 0 D272680 _ -D28260 N ENERAL NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. - _ -- O it- tfc s t 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. DECK LL MASTER SUITE N ROOF ROOF W ECK O' $ 262 SF 880 SF 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. C� TIAL S INISH' $�� VAULT TPO FINISH 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. L6 l OH - \ 5 p 0 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. PARTIAL ICo:NT DURADEIC INSTALL PER MFR en O I 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER �; zo INSTRUCTIONS �, CO DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. L ::::::: ao NN o o w FRAMING NOTES 131 t0 m - 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. a)OJ D)N _ _ 0 .. __ _' 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF N FOUNDATION/SLAB/JOISTS BLOCKOUTS. A^2 —� —r w 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC Cg DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TOULi °�° I THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION ANDOINSTALLATION.�" DESK - 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BYOMANUFACTURER O3'-51/2" iv11'-1" 3'-0" 01 t .--. (h ` 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ NSTUDY RING SHANK 8d's 6"EDGES&12"IN THE FIELD. FACE GRAIN PERPENDICULAR TO CO n ISUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. O 125 SF - _ - J 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS ANDa o pVAULT N BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. m a w I vL � 3 ( Q��\ , SHELVES I7. PROVIDEBLOCKINGBETWEENI-JOISTS AT INTERIOR BEARING LOCATIONS WHERE "0 0 �MI THEREISALOADBEARINGWALLABOVE. z 0 - W203060 GSMNT oLLzo ooa> • \ \ `— 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. J o o z" a I Oyo� I 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL ASCL E20.0 FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. ,a z o¢ 8 _ 1'-6" 0 Z 0 U.w • _ ENERGY CREDITS ct Ctkogo O =r<Ri =w¢=a pmtiya • NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY �a as 3'-0" 5'-1/2" CREDITS TAKEN O zi W W ' is� ill' ENERGY CREDIT 1a w,N0a / ,, EFFICIENT BUILDING ENVELOPE/ 00Qop 11 1/2" ' • -WINDOWS: U=0.28 U. `r<00 X - ��� 9'-0" 9'-0" -FLOOR: = R-38 INSULATION TL o a w o SLAB ON GRADE -R-10 ENTIRE SLAB 0 "1i y z o w-<`=z F0OU_ 18'-0" ENERGY CREDIT 2a Z �wo� ii z�rc AIR LEAKAGE CONTROL & EFFICIENT VENTILATION O o3u�° AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR Lzzm: ma3N 2ND FLOOR PLAN E770 SF WHOLE HOUSE FAN PER SECTION M1507.3 50o< �¢ _1 �ENERGY CREDIT 3a U =o d�� HIGH EFFICIENCY HVAC EQUIPMENT W om°.. -GAS FIRED, PROPANE, OR OIL FIRED BOILER CrI-=5 m WITH MINIMUM AFUE OR 94%. CO 00rN z>z, U <OQ ENERGY CREDIT 5c -� - w EFFICIENT WATER HEATING OWNER APPROVAL Q -GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. A' WALL TYPE LEGEND INITIAL0 PAGE# 2X6 WALL W/R-21 L 1 INSULATION /� ^ z 2X4 FURRED OUT /��\�8 3 WALL W/R-21 INSULATION L I o 2X6 WALL PAGELI 2X4 WALL 12 of 24 tri I12 ti C� B is Q 0 0 • 9 GENERAL NOTES DESIGNED BY 'A MIKE TRAFTON B E 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SCALE o 2. ALL HEADER MATERIAL TO BE4x10D.F.#2 U.N.O. 1/4" — 1 ' U.N.O. 70 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. DATE 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. (� (� P 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 1 0/29/2 0 1 9 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. cap a FRAMING NOTES 01. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. DS DS 0 F. NDATI N/SL B/OISTS& OCK FOR LOCATIONS 8 SI2ES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. CY) 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC -- - '' 7 DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO SieZ ! \, - - METAL R'.))O F THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND N\it:N. . 1 - 951 SEINSTALLATION. ~ - STANDING. SF'1`"' 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY (1.) W DS MANUFACTURER Q 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ -. - ` RING SHANK 8d's @ 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO ID ' - - - - � / SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. __-.____„_ 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND NW BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. \ ' ' it, SLOPE -\ ti7 � /.L 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS HERE ' THERE IS A LOAD BEARING WALL ABOVE. 18. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. L ,_ 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS DS - �`� 1 FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. ai ke v;,IM- r t 5.a Attm. 4 III I CO 0 DS - i NNNN SLOPE Ep 4 . o FLAT ROOF -343 SF 2 to rn c x : o TPO FINISH SLOPE DS O cr 3 2,_ _ _ :, it_ rr1, .,, 11/2'IN12"_ Z O Wy va) �. -. _.- . .. _ _ �� W O � � .. SLOPE 0 Z W 2 TA . G . :.. 7...•. . > . .. 1/4" IN 12" _ID DCO - O Z a 6 / 1 I SLOPE 1/4"� IN 12 _ Q i --- . .� FLAT ROOF DS METAL N. ROOF -790 SF ROOF DE4 — -1137 SF TPO FINISH t STANDING SEAM -300 SF 0 2 W ' PARTIAL COVER r"`� Z U ' ` as DS NJ ' v H -9C`�r 1 W W N _1 in W co 00 U — a CO N D . , o W W 73 (� IF D- �c DSto O? I '.I M Cig en NOTE: ItiooRi MANUFACTURED TRUSSES TO HAVE R-49 INSULATION. 4,q, I-JOIST RAFTERS TO HAVE R-38 HD FOAM INSULATION. w<o� CABLE RAIL ASSEMBLY G O0 12 ENGINEERS zazO p LLzO _. LOWER ROOF CONNECTION PTCH MARK qoo _ N �i TO SHEAR WALLS VARIES � �� �' Z U ..... 80 L Ell Z NwsLL= LL CABLE RAIL ASSEMBLY 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. / F r05 F. ROOF DIAPHRAGM EDGE NAILED TO BLOCK. \ z g 3 5 m -_ ,.. 'C NAIL BLOCK TO BLOCKING BEHIND SHEATHING z�<gw • _- - -- - -- - _ - Z W/16d@6"O.C. STAGGERED J 3pan 2 co W ROOFING PER PLAN zinc u z m�a a°i Q 2 X 4 BLOCKING CONTINUOUS 7/16"SHEATHING w >wir BEHIND TOP CHORD OF TRUSS C p g,o z NAIL TOSTUDSW/(2)16dP i p3gsz 2X6BLOCKINGCONTIN000S W. MANUF.TRUSSOag�wo FOR HANGER. <zwgo'n — ' it rr- NAIL TO STUDS W/(3) 16d. K O r o`o a�o NAIL WALL SHEATHING TO LU26 OR LUS26 I g 9Ig g< --- PROVIDE (3) DRAINAGE BLOCKING W/8d @ 4"O.C. FOR SLOPED TRUSS N y z �o lir ) . mz OPENINGS IN GUARDRAIL USED SLOPED HANGER . . 2 LL PER MEMBRANE SHEARWALL owaN a MFR INSTRUCTIONS PER PLAN zoa= 8G< - \ ''W MONO TRUSS CONNECTION TO BEARING WALL KwEA g t +I .. ' FLAT ROOF ASSEMBLY z o m z ~ ai TPO MEMBRANE LEDGER PER SCREW OR RING SHANK OWNER APPROVAL Q, CALLOUT PER CALLOUT o LOWER ROOF SDS OR SCREW OR LEDGERLOK n RING SHANK PER CALLOUT INITIAL: O PER CALLOUT LEDGER PAGE z OCCUPIABLE ROOF DECK 0 DURADEK MEMBRANE TOP CHORD OF TRUSS OR j �A� MIN. HEIGHT TO MATCH g GUARDRAIL AT ROOF DECK �RAFTERS. LEDGERLOKOR SIMPSON HANGER SDS LAGS PER CALLOUT 9 / NTS SHEAR WALL SHEAR WALL �' `� PER PLAN PER PLAN PAGE: o B PERPENDICULAR 13 of 24 PARALLEL CONDITION CONDITION 0. 0 N ,A I B ii D 0 © © 9 GENERAL NOTES DESIGNED BY , MIKE TRAFTON B et � 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SCALE z ill02. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 1/41 U.N.O. i 21H-(2)2X8 @ 7O 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. TRANSOM HT.WINDOWS 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 11 = i DATE ` ♦ 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 10/29/2019 8. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS.TOILET PAPER NllrNN \ DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. �'S%N4 FRAMING NOTES 25H -6X10@ ♦ \ NOTE: SECOND FLOOR FASCIAS 2X12 GARAGE DOORS 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. , ,. 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF WITH 2X8 SHADOW BOARD . \ I FOUNDATION/SLAB/JOISTS BLOCKOUTS. `., • �`7� 0) 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC \ f 7�;, DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO Z 0 21H- (2)2X8 @ �� . Ni/ THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND (� 4'-0" 2' 0" TRANSOM HT. WINDOWS `♦ INSTALLATION. r � N a 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY W .♦ 6OR - \� .� MANUFACTURER CD 0 11 7/8" BCI 6000 1.8 "I" JOISTS RAFTERS 24" O.C.. 5. FLOOR SHEATHING TO BE 34"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ `' ' - SISTER , 2X10, FOR OVERHANG. RING SHANK 8d's @ 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO - STANDING SEAM ROOF SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. © - - - --- - - - -- - - - - _ I. / ♦ _��NN 11 RD ROOF DIAPHRAGM TYP. 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND , __ _ , - - �>•\ BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. 400/.4\N>N\ Y� 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE �3 , i THERE IS A LOAD BEARING WALL ABOVE. CV " v N / 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Er _ ? _ ` \ 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. CtS J SS © 4-• . 6J-1606 1 I }�, v`is I #NN\‘‘ (�h� NOTE: GARAGE FASCIAS 2X12e/ ' 'r'p WITH 2X8 SHADOW BOARDwr X � �or4 I m �_ tI N./oII I ySjir2 co v p., e, w (� o ��' Oo J• ¢ o `�° 5 e - SISTER , 2X10, FOR OVERHANG. i - STANDING SEAM ROOF Q 11 RD ROOF DIAPHRAGM TYP. r uS elN I� O = W O =Mcps N )9y © 1- Uv Q Z to o N LLI z CD N U — IA N N W W UO 6 • U O Et Q I\ M d7 co N NOTE: o MANUFACTURED TRUSSES TO HAVER 49 INSULATION. <m � 20H-4X6 I-JOIST RAFTERS TO HAVE R-38 HD FOAM INSULATION. z ,c-p oa�o 12 ENGINEERS p z O LOWER ROOF CONNECTION pp¢'MARK W=. PITCH J 96g 8 , TO SHEAR WALLS VARIES 80 L < cop ❑ZOLLW 12 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. i I� "kpF v = map STANDING SEAM ROOF DIAPHRAGM EDGE NAILED TO BLOCK. z °u m 1.5 NAIL BLOCK TO BLOCKING BEHIND SHEATHING z 2¢z e METAL ROOF 2 X 8 SHADOW BOARD W/16d @ 6"O.C. STAGGERED z 3 W p'". 7/16 OSB SHEATHING STANDING SEAM 12 °°EFa 2 X 12 FINGER JOINTED METAL ROOF - w�i ' ROOFING PER PLAN E,5za PRE-PRIMED CEDAR AIR BAFFLE W/1" GAP 7/16 OSB SHEATHING 1.5 2 X 4 BLOCKING CONTINUOUS 2�m pQ BEHIND TOP CHORD OF TRUSS 7/16"SHEATHING W'>N s (OMIT IF USING FOAM INS.) clilP AIR BAFFLE W/1"GAP NAIL TO STUDS wi(2) 16d Q 2 X6 BLOCKING CONTINUOUS MANUF. TRUSSCK « LL OUTLOOKER2 X 10 (OMIT IF USING FOAM INS.) F zLLa�� BC! RAFTER 24"O.C. NAIL TO STUDOS W/R (3G 6d. w ER. a oi- 3/4"WEB STIFFNER NAIL WALL SHEATHING TO LU26 OR LUS26 p W c o_ R-38 HD FOAM INSULATION hppp0 R-38 HD INSULATION BLOCKING W/8d ©4"O.C. FOR SLOPED TRUSS yoz rc r _` 3/4"WEB STIFFNER O g 1� �1 BCI RAFTER 24"O.C. 2 X 10 OUTLOOKER USED SLOPED HANGERU. zZm° GUTTER SHEARWALL oo3u� PER PLAN aog� "' " 2 X 8 SHADOW BOARD MONO TRUSS CONNECTION TO BEARING WALL ENCLOSED 0 .ja 0 SOFFIT . C 2 X 12 FINGER JOINTED i-g I ,D0 a ENCLOSE (VENTED UNLESS in 5/8"SHEETROCK 5/8" SHEETROCK PRE-PRIMED CEDAR ogE� _ SOFFIT z2ri n SPRAY-FOAM I,, =�UF z INS. USED) VENTED BLOCK VENTED BLOCK (VENTED UNLESS LEDGER PER VARIES SPRAY-FOAM CALLOUT SCREW OR RING SHANK OWNER APPROVAL t PER CALLOUT INS. USED) LOWER ROOF SIDING MATERIAL VARIES SDS OR w SIDING MATERIAL RINSCRG HANK OR PLER LOK TYVEK HOUSE WRAPPERR CA CALLOUT m ntJ 1/2"SHEETROCK 1/2" SHEETROCK- PER CALLOUT INITIAL 1 TYVEK HOUSE WRAP LEDGER PAGE# z 7/16 OSB SHEATHING R-21 INSULATION R-21 INSULATION- 7/16 OSB SHEATHING TOP CHORD OF TRUSS ORal t MIN. HEIGHT TO MATCH SIMPSON zg RAFTERS. LEDGER LOK OR HANGER Al 0 m A ROOF EAVE DETAIL JOIST RAFTER SDS LAGS PER CALLOUT A ROOF EAVE DETAIL @ JOIST RAFTER @ SHEAR WALL SHEAR WALL A 10 NTS A 10 NTS PER PLAN PER PLAN PAGE A PERPENDICULAR 14 of 24 PARALLEL CONDITION CONDITION -63 A B O D © O © BUILDING SECTIONS DESIGNED BY MIKE TRAFTON 1 E ♦ MAX BUILDING HT. _ 1 STANDING SEAM METAL ROOFING SCALE (COLOR TO BE DETERMINED) ♦ OVERALL BUILDING HT. 2 X 16 BUILDUP FINGER JOINTED PRE-PRIMED CEDAR 1/4" = 1 U.N.O. ® 12 2 ENCLOSED SOFFIT W/2 X 12 SHADOW BOARD DATE PLATE HT. ♦ , �1.5 • (VENTED UNLESS SPRAY-FOAM INS. USED) ��® ® 2 X 12 FINGER JOINTED PRE-PRIMED CEDAR 10/29/2019 3 ENCLOSED SOFFIT W/2 X 10 SHADOW BOARD PLATE HT. — (VENTED UNLESS SPRAY-FOAM INS. USED) a ♦ TYP. WINDOW HEADERS = 4 CONTINUOUS ALUMINUM GUTTERS N UPPER LEVEL - ® O N _ =-_ NOTE:VERIFY ALL HEADER 5 MANUFACTURED TRUSSES 24" O.C. °r HEIGHTS WITH SUPERVISOR ® MASTER BATH -- o CLOSET -_T I 6 11 7!8" BC! 6000 1.8 "I" JOIST RAFTERS - 16" O.C. CD i: 25 I 8 (Vbil V I SLOPE ROOF 1/4" IN 12"— SECOND FLOOR © 12 5/8" FLOOR SYSTEM U 12 16 ♦ U I I ryL i 9 Lim 6 • PLATE HT. + v o M :- TYP. WINDOW HEADERSa I 1 O T&G MATERIAL WITH NATURAL FINISH - (BEDROOM WINDOWS 7') 2 ON EXTERIOR CEILINGS MO BEDROOM 2 a0 LIVING ROOM — 11 R49INSULATION j tb o q R38 HD INSULATION °' °- 5_ • 6 ' 3 12 (SPRAY-FOAM IF NO VENTILATION) — -1 H C - y rmaiminal . 13 5 1B X 12" GLB BEAM 486.5 1 ® 25 ; ' ti -I C EXPOSED W/ NATURAL FINISH MAIN FLOOR ♦ t 1 ♦ '' - WORKSHOP 12 5/8" FLOOR SYSTEM 6 27 PLATE HT. ` ' (I) GARAGE 14 5/8" SHEETROCK v.;-:�: 15j 1/2" SHEETROCK, 2X6 WALL, R-21 INSULATION TYP. WINDOW HEADERS __ BASEMENT LEVEL rn - CRAWLSPACE 18 col 16 DROP DOWN SOFFIT 32 I --- E. _ ` BASEMENT FLOOR —— I 1 7 BUILT I N SHELVES E 47T5' I I II I II I II III —IIII 111 1111=1111-1111 1111=1111 116111 1111 1111 1111 1111=IIII III 1111 11 1111 1111=III - 1111-1111-1111-1111 1111 1111— - ♦ N. 1111-1111-1111 III 1111- 1III IIII IIII IIII IIII IIII IIII IIII IIII IIII II 1111—1111 IIII II1I IIII III IIII I 1 $ CABINETS OWNER / CONTRACTOR TOVERIFY N 1 ♦ O� I I II 1III IIII IIII—IIII 1111- 11 IIII III —IIII—IIII IIII— III IIII IIII—IIII IIII IIII IIII IIII 1111—1 11—11 —I I II 19 CFAIBNLAELRDAEISLIGNGN T3B6"D HIGH TO CODE O VG. ORIG. GRADE 4 11 IIII IIII—IIII IIII IIII IIII_IIII I II IIII IIII IIII—IIII IIII IIII—III IIII IIII IIII III —IIII I II I I II I II I II I II I II I II I II I I II—II I IIII I II I II I II I II I II IIII II I II I I z o r W M iD ;IIII „ IIII„ „IIII, IIII, IIII IIII IIII IIII II IIII , IIII IIII IIIIIIIIIIII IIII;IIIII IIIIII , „ ,IIII ,IIII ,,IIII IIII IIII IIII IIII IIII—IIII—IIII—IIII—IIII IIIIIIII III IIII IIII—IIII IIII—IIII—IIII IIII IIIIIIII—IIII— IIII11 20 SOLID HALF WALL RAILING 36" HIGH TO CODE o z oo w 1 I I—IIII I I I HMI— - FINAL DESIGN T.B.D. . J m Q o N m N A Section B Section =IIIIIII IIII 1111 11 m § ° a ± *i 1 All 1/4" = 1'-0" Al 1 1/4" = 1'-0" I1=I I I I—IIII-111 -'I IIII—IIII= 21 'DURA DEK' FINISH- TYPE AND COLOR T.B.D. 1111—1111 11111111IIII 11I I DECK FASCIA 18X5/4 BUILDUP - COMP. EXT. MATERIAL I I=IIII—IIII—IIII—IIII=IIII— 22 - INSTALL W/ SPACERS 23 o 24 2 X 14 BUILD UP FINGER JOINTED PRE-PRIMED 2 Ui CEDAR BELLY-BAND - INSTALL W/ SPACERS Z U i i Q IIIH CO ° �7 — 12 25 FLOORING T.B.D. Z 7 Z 12 1.5 J L_ W N 15 4 26 ARCHITECTURAL SOFFIT U w Q i_ f- N — d 2 R-38 INSULATION OVER CRAWL OR CANTILEVER W L.L (I) BEDROOM 2 i (OPTIONAL OVER CONDITIONED AREA) a LLI LLI 51.2 =26 28 a I- U m 29 r L ii _ (� — co 19 _ 30 BEAM PER PLAN M 25 SLOPE ROOF 1/4" IN 12" o 2211 I ■ _ 31 �oz< �� SLOPE ROOF 1/4" IN 12" �! 6 r' 5 - `o � -J 1 I J 12 \ 16 32 8X8 ARCHITECTURAL POST-VERIFY WITH CUSTOMER v7J ouzo - - ---- 10 30j — Z o0< 13 10 1 fr LIVING ROOM NN - I .0 < il 33 FIREPLACE PER PLAN co NFU 30 aW< OWUL2 ❑zOLLW ® 11 34 2 X 6 PONY WALL (DETAIL 4/A2) o�m 32 - o ( U o zzo _ -- - � �� -��- °_ 35 4" CONC. 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IGH TO CODE O Q N - - - 17 IIII IIII IIII I I IIIIII IIIIIIII—IIII IIIIIIII IIII IIIIIIIIIIII IIII IIIIIIII= III—�I I I=1 I I I. 1 I 1—IIII—I I =I I IIII I I II I I1 I I I IIIII II I I IIII IIIII IIIII I I I I I I-�I I I—IIIIa X a � IIII1 I I I 1 1 IIIII-IIII IIII I 1 — — — _ — — — III IIIIIIIIIIII I IIII IIIII I IIIIIIII I=IIIIIIII IIII IIIIIIII--I I -IIII-IIII IIII=IIII IIII=IIII IIII-IIII Hu SOLID HALF WALL RAILING - 36" HIGH TO CODE o Z m p w IIII—IIII IIII- IIII— IIII—IIII IIII—IIIIIIII—IIII—IIII IIII—IIII IIII—IIII IIIIIIII IIIIIIIIIIII IIII IIII IIIIIIII 1 I—I I I I—I a I—I I I I I 20 _ FINAL DESIGN T.B.D. _1 L- Q o o W 3 —IIII=IIII—III =IIII IIII I I I ICI I I I—III—IIIIIIII IIII I I I ITI I I I IIII IIII IIII IIII IIII=1 �11 IIII IIII IIII 1111�1111 IIII—I I I hI I I I-IIII IIII IIII IIII-IIII= =IIII=IIII—I I -IIII=IIII- G Section C < o Z = (53 IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII— I . F Section I I I I—IIII 1011 I m ¢ a " 21 'DURA DEK' FINISH- TYPE AND COLOR T.B.D. I I I -1I I I=IIII-11 1111 1I A13 1/4" = 1'-0" a°= -o^ I I I IIII-IIII - III 3 221 DECK FASCIA 18X5/4 BUILDUP ILDUP - COMP. EXT. MATERIAL Q MAX BUILDING =IIII=IIII=IIII=IIII _ INSTALL W/ SPACERS t ` 23 a OVERALL BUILDING HT. I I T 0 • 42 X 14 BUILD UP FINGER JOINTED PRE-PRIMED 0 r1 w 0 PLATE HT. 4 < I I 2A CEDAR BELLY-BAND - INSTALL W/ SPACERS Z U ( , U 1- CO v N I I 111111111.111n17,-, 25 FLOORING T.B.D. w Z _ Z PLATE HT. .64. I I Y " N I :.< ar 1: i TYP. WINDOW HEADERS I I ; 26 ARCHITECTURAL SOFFIT V W UPPER LEVEL H Et d NOTE: VERIFY ALL HEADER I 27 R-38 INSULATION OVER CRAWL OR CANTILEVER W °J HEIGHTS WITH SUPERVISOR (OPTIONAL OVER CONDITIONED AREA) im W W -0 En E019 I28 a DECK = Elf 1, ROOF I. 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(COLOR TO BE DETERMINED) 1 1 - 1 1 1 1 I 1/4" = 1 ' U.N.O. 2 TPO WATERPROOF ROOFING MEMBRANE DATE PLATE HT. 41 OI 19 2 X 12 FINGER JOINTED PRE PRIMED CEDAR FASCIA 29/20 3 W/2 X 8 SHADOW BOARD. ENCLOSE SOFFIT PERIMETER W/ n I HARDI-PANEL (VENTED UNLESS SPRAY-FOAM INS. USED) 6 PLATE HT. 4 CONTINUOUS ALUMINUM GUTTERS v. , TYP. WINDOW HEADERS N UPPER LEVEL T&G MATERIAL WITH NATURAL FINISH - rat . N NOTE: VERIFY ALL HEADER W25 �. " W23 6060 FXD wz1 6060 Fxo 5 ON EXTERIOR CEILINGS @ ENTRY AND DECK HEIGHTS WITH SUPERVISOR I8 I is 6 5 1/2" X 12" GLB BEAM o I fl I EXPOSED WI NATURAL FINISH 7 PRE-FORMED METAL CORNERS/EDGE � 0 CD �/I SECOND FLOOR C21 i . FIBER CEMENT PANEL SIDING W `�' 2 $ INSTALL WITH ALUM. TRANSITIONS Si. (1,) 0 . - FIBER CEMENT SIDING INSTALLED WITH 4" OF1) PLATE HT. 9 EXPOSURE, PREFORMEED METAL CORNERS in -„ TYP. WINDOW HEADERS 00 -- 10 HORIZONTAL CEDAR LAP SIDING 4" EXPOSUREID 4---1Th ci (BEDROOM AND - ...- �_,.. M KITCHEN WINDOWS T) - ans aD C 1-- W10 21060 9 11 CABLE RAILING 36" HIGH TO CODE 7 9 © SMT W1 3050 CSMT - FXD i 41. W9 3 21060 FXD -- W23040C - - - - 12 5/4" X 6" DECK PLANKING - TYPE AND COLOR T.B.D. ai r. ,� r� 1 �' 466.5 1� f ,� I 7m 13 DECK FASCIA 5/4" - COMP. EXT. MATERIALSis �� li: - INSTALL W/ SPACERS MAIN FLOOR :: .._ Cin 12 5/8' FLOOR SYSTEM I 14 2 X 12 FINGER JOINTED PRE-PRIMED CEDAR BAND PLATE HT. .. NE .._m - INSTALL W/ SPACERS .__ TYP. WINDOW HEADERS 8 X 8 ARCHITECTUAL GRADE POST BASEMENT LEVEL w ,.. . _. ® W195038 Fxo ® FXD 9 16 18" SONG TUBE COLUMN TOP EVEN WITH 15 w1s so3s FOUNDATION STEMWALL (SIM. DETAIL 8/A3) BASEMENT FLOOR 17 24" SONO TUBE COLUMN 2' OFF ENTRY SLAB E 477.5' I, .a — t 16 (SIM. DETAIL 8/A3) 0 0 1 16 :? I 18 RETAINING WALL (NOT ARCHITECTURAL GRADE) N i •VG. ORIG. 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GRADE @ GARAGE 475.7' X ozN0) i W z>z __ i�oF z w OWNER APPROVAL I 2 0 F, F) ci INITIAL q PAGE it U 2 East Elevation ow A14 1/4" = 1'-0„ A14 6' E PAGE: 0 18 of 24 2 0 8 r7 r`6% cs) K4` '31 C2� K1J EXTERIOR ELEVATIONS DESIGNED BY 1 I )� MIKE TRAFTON E STANDING SEAM METAL ROOFING 1 1 1 1 1 1 I 1 (COLOR TO BE DETERMINED) SCALE 0 1/4" = 1 ' U.N.O. rir- 2 TPO WATERPROOF ROOFING MEMBRANE DATE El 2 X 12 FINGER JOINTED PRE-PRIMED CEDAR FASCIA fr 3 W/2 X 8 SHADOW BOARD. ENCLOSE SOFFIT PERIMETER W/ 10/29/2019 • I HARDI-PANEL (VENTED UNLESS SPRAY-FOAM INS. USED) El 4 CONTINUOUS ALUMINUM GUTTERS iii W26(2 2350 FXD 5 T&G MATERIAL WITH NATURAL FINISH _ �8040 FXD 3 LITE ON EXTERIOR CEILINGS @ ENTRY AND DECK 9 AU 5 1/2" X 12" GLB BEAM 8CD IS i 8 6 EXPOSED W/ NATURAL FINISH � 7 PRE-FORMED METAL CORNERS/EDGE �ii 0 . 1E11 I - _ _ . © FIBER CEMENT PANEL SIDING ai) CO INSTALL WITH ALUM. TRANSITIONS f FIBER CEMENT SIDING INSTALLED WITH 4" OF 9 EXPOSURE, PREFORMEED METAL CORNERS ID10 HORIZONTAL CEDAR LAP SIDING 4" EXPOSURE 9 W5 4036 CSMT W4(5)2380 I XD TEMP 10 r`I C 1 1 CABLE RAILING - 36" HIGH TO CODE I7 12 5/4" X 6" DECK PLANKING - TYPE AND COLOR T.B.D. 115 1 Al -a ii 1 �y DECK- INSTALL FASC W/IASPACERS 5/4" - COMP. EXT. MATERIALLiiiM — all � ' 1• 13 14 _ 14 2 X 12 FINGER JOINTED PRE-PRIMED CEDAR BAND - INSTALL W/ SPACERS I 9 I ' 17 = ` 15 8 X 8 ARCHITECTUAL GRADE POST j .1, 18" SONO TUBE COLUMN TOP EVEN WITH r ) ��- , 16 FOUNDATION STEMWALL (SIM. DETAIL 8/A3) - �41 24" SONO TUBE COLUMN 2' OFF ENTRY SLAB E (SIM. DETAIL 8/A3) $ 0 18 19 RETAINING WALL (NOT ARCHITECTURAL GRADE) N N i C oCtj co Z 0 00 P. orW 20 al 0al ¢ X CC — CO0 W Cb lii E 3 South Elevation m a ° Q a 8 w Ai 5 1/4"= 1'-0" 21 r � k ' ry � � 221 KAi 12 H„2 ��j �E2 �Fi1 G� I �1s 3 © L I I 23] 6. 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D �� � .f itili,�4, ,, pal 414 1IIPS� z Trli/, „i Uo „// amigos' i ,,l 1 7 r \ / H i; 1 _ r rl \ �j nmi 1111111111111 c I I KN\ i' l (D (] Itr. 1 I�I IlI IIII. I' T ��I�IIIIIIIII,IIl11 �I; iit L I -- $ poi l III OI Illy + Ii ll I'IINI�I'Ipkl'i�III �,li IIIt { IIII 111 ;x... � 04;1 �I ��"+�I'I'�;Il�dt'ktiNIII,Iti' // ,IIIII III 1 � � I1 iiigllyl�iiillsllll; 1n„ l�011141 III>�0 \ ,\, t_.. �� IIi�I�FI1;lM1l.11IIII� �IIIIIII'I,IInWlll��!!Itl II INIIIINIPIII'I .l IIIIq'11II�I,1111 , 1 \ , i I / III tillII 1 I 1. I , , , ; I � I I. -TIN I IIII j 1 1 a, • ii �� PROJECT / CLIENT INFO BUILDER INFO: m r ° EXTERIOR MAILING ADDRESS: p THE R E I N S C H ANP.°ACORTES WA 98221 N 1\ m CU 0 I G� CD J/ — D z 13 PERSPECTIVES RESIDENCE 300293-7431 Strandber 13 ; m z m 31. N X IGN� o WEB: DES O a rTHE INFORMATION,PLANSI DESIGNS,NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND 3937 Rock Ridge Parkway, Anacoties, WA z r MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG www.strandbergconstruction.com CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY,SCHEMATIC,AND/OR CONCEPT CONTAIN INFORMATION 98221 THAT IS CONCEPTUAL AND SUBJECT TO CHANGE THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL 9• INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. PRINTED November 13,2019 S:/Strandberg Companies/SCINC/DESIGN JOBS/Reinsch/Design/REINSCH-3-A_Archdectural DESIGNED BY STRUCTURAL STEEL FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES MIKE TRAFTON a General. All fabrication and erection of Structural Steel shall comply with the requirements of PRE-FABRICATED FRAMING CONNECTORS: CONVENTIONAL WOOD FRAMING: FOOTINGS,FOUNDATIONS,SLABS ON GRADE: BASIS OF DESIGN-APPLICABLE CODES: SCALE t AISC (Ninth Edition). er: brand is however an other nationally recognized brand may be used General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood Geotechnical Report:CCI is not aware of a geotechnical report for this project. CCI strongly Code.The designs herein are prepared in accordance with the 2015 IBC. Construction shall conform with the 1/4" = 1 U.N.�. a Movidedth Simpsonspecified, Y areequivalent in their abilityto carryall applied loads in all orientations. members per the Plans and applicable building code. Where Structural Plans do not specifically address recommends that a geotechnical report be performed by a qualified geotechnical engineer for all most recent building code adopted by the approving juns iction. Shoe review Drawings. CCI recommendsltofabricationthat the and erection or ofb the structural submit shop drawings ofto CCI provided that they PP for review and approval prior to and the steel portions of the Installation: The Contractor shall install all prefabricated items in strict accordance with the a structural element,construct said element per minimum building code. construction projects. Soils analysis and geotechnical engineering are not a specialty of CCI. CCI Calculations. The calculations included herein are only those required to ensure compliance with code.We DATE scope of work. sts and columns shall be S ruce depends on others for the provision of soils data which includes but is not limited to: allowable bearing do not intend to compute every structural element nor every load combination.Much of our analysis is"BI" 10/29/2019 project. Such review and approval of shop drawings is beyond CCI's currentP manufacturer's recommendations and requirements. The load carrying capacity of the prefabricated item Framing Material.All sawn framing lumber,not including beams,po p Structural Shape Materials. All structural shapes shall comply with the following standards cannot be guaranteed if this provision is not adhered to.Nails and screws which will be exposed to Pine Fir,Hem Fir,or Douglas Fir- Larch,Number 2 or better,unless otherwise shown.All sawn wood capacity, liquefaction potential,slope stability,active and passive lateral pressures, internal friction (By Inspection.) PPo g angle,and cohesion.In the absence of a geotechnical report CCI will make assumptions regarding soil except where noted otherwise. weather shall be galvanized or stainless steel. if installation risks cracking of wood,contact engineer for shall have moisture content less than 25%. parameters,however,CCI takes no responsibility or liability for future settlement,or damage or injury ABBREVIATIONS: • Wide flanges: ASTM A992, (Fy = 50 ksi.) alternate nailing and/or alternate connector. Studs. Studs in exterior walls shall be a single member(not spliced nor discontinuous)from horizontal due to earth movement or failure of any kind. Simpson SDS Wood Screws.Where specified, install per manufacturer's recommendations. in general diaphragm to horizontal diaphragm(horizontal diaphragms are roofs and floors that connect to exterior Structural Fill:"Structural Fill"shall be granular material conforming to local or state highway A:Area • Angles, channels, and plates: ASTM A36 (Fy=36 ksi) or better. these do not need pilot holes. However, if wood is old and or very dry pilot holes may be required to walls.)Use balloon framing at stairwells,openings in floor diaphragms,etc. Stud size,material,and specifications for imported road base or sub base;or use sand or other clean granular materials no larger AC:Asphalt Concrete • Steel pipe shall be ASTM A53, type E or S (Fy = 35 ksi), or ASTM A501 (Fy = 36 ksi). avoid splitting.Use length as specified in Plans but never less than required to ensure full strength. maximum length between diaphragms is shown in shear wall table. than pea gravel.All structural fill must be compacted per the following section. BI: y Bearing Inspection(wall usually) ASTM A500, Gr. B (Fy =46 ksi). Simpson SD Wood Screws.With most Simpson connectors, Contractor may use SD9 in lieu of 10d Beams and Posts. All sawn structural beams,headers,and posts shall be Doug Fir Larch No 2 or better,r Compaction:Place all fill materials in lifts not exceeding 8-inches.Compact using mechanical(vibratory E:Elastic modulus or Electrical • Structural Steel Tube sections shall be ) nails,and/or SDIO in lieu of 16d nails.These are provided in 1-1/2"and 2-1/2" lengths.Use the length except where exposed to weather and specified as PT(Pressure Treated)may be Hem Fir No. 2 or be or impact)methods.In paved areas and under structures,use structural backfill compacted to 95% (E):Existing Welding. All welding by state certified structural welders. For shielded metal arc welding, use necessary for full penetration into the members)connected. Glulams, PSLs,LVLs, etc. shall be per Prefabricated Wood Products section below. relative compaction. In non-paved or non-footing areas use structural backfill or native backfill minus CCI:ConstructionCalc,Inc. 0) only low hydrogen electrodes, min. 70 ksi., in conformance with current ANSI /AWS code. All ern:Cast in place concrete base plates, beam end plates, steel end connectors, stiffener plates, and bent plates at column Nails:Nails called out herein are"common"sizes, i.e. 16d, 12d, 1Od, 8d. Smaller diameter,similar rocks, lumps,and organic matter,compacted to 92%relative compaction. CMU:Concrete Masonry Unit Z ends shall be shop fabricated unless otherwise noted or shown in the Plans or structural length nail gun nails may be substituted provided 50%more nails are used.For example if 8, 16d are Where pipes enter and exit structures(distribution boxes,utility boxes, catch basins, manholes,etc.)use CO:Callout or Cleanout CD sketches. Weld size shall be equivalent to or better than the element being welded, and shall called out,the number of similar length .131 diameter nail gun nails required is 8*1.5 = 12. As another o Conc:Concrete example if 16d nails are called out at 4"spacing,the s spacing of similar length,narrower nailgun nails structural fill around the structure. Carefully place and compact to 95/o relative compaction under and cont:Continuous (I) be welded all around unless otherwise noted. Care shall be taken to avoid excess warping of PP g around all pipes. DF:Douglas Fir W welded elements. shall be 4/1.5 =2.7". HE:Hem Fir 0 When roots,rocks,or other undesirable materials cause over-excavation,fill over-excavation and HVAC:Heating,Ventilation,and Air Conditioning Bolts. Bolts and anchor bolts to be ASTM A307 grade A, unless otherwise shown. Provide Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear compact per the above. GW:Gypsum shear wall standard washers under all nuts and anchor bolts, unless specifically prohibited elsewhere. Wall Table herein using materials designated for lateral load resistance by nationally-approved Gyp:Gypsum wall boardMO manufacturers. All shear walls must be positively connected at top and bottom to diaphragms. Walls not Foundations.Footings on Soil: All footings and foundations to bear on undisturbed existing soil or GLB:Glulam Beam Steel Coating Systems. The requirements of this section are strongly recommended but are specifically called out, or tabled"NS"are not intended as shear walls and shall be built per minimum structural fill. All organic and deleterious material beneath footings and foundations to be removed and I:Moment of Inertia optional at the Owner's discretion. All coating systems shall be installed in strict accordance code. replaced with structural fill.Bottom of footings to be below locally prescribed frost zone,not less than IBC:International Building Code with manufacturer's instructions and recommendations. Touch up shall also be in accordance 12„ IEBC:International Existing Building Code ICF:Insulated Concrete Form 111:10, with manufacturer's recommendations. Sheathing. "PW"walls,use plywood or OSB,minimum thickness and nailing as indicated in Shear Wall Table,oriented either direction. "GW"walls aredrywall shear walls,use per Shear Wall Table. Foundations,Footings on Rock:Where footings bear on rock,clean the rock free of loose rock,dirt, IRC:International Residential Code Structural steel systems that will be exposed to weather shall be shop coated with a 3 coat K:Kip(1,000 lbs.) moss,debris,or other deleterious substances. Pressure wash as necessary.Use bonding agent prior to KS!:Kips per Square Inch system. Preparation shall be a commercial sandblast, 2-3 mil anchor pattern. The prime coat Sheathing Joints.Use blocking behind joints if indicated in the Shear Wall Table.With"PW"and"GW" pouring concrete on rock. Where rock is sloped less than 4a (14-degrees),no dowels into rock are p LVL:Laminated Veneer Lumber shall be a 3 mil thick organic zinc primer. The intermediate and topcoats shall be 3 mils thick walls,no sheathing joints are allowed within 2-feet in any direction of a door or window corner. necessary. LSL:Laminated Strand Lumber each using a vinyl high-build coating system. Unless otherwise specified by the owner, the finalalli Lt:Left color shall be 'primer grey'. Contractor shall verify this color with owner prior to any paint Multiple Ply Members. Where rock is sloped 4:1 (14-degrees)or greater(up to 45-degrees max),use#4 x 18" long dowels NA:Not Applicable application. Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a rotohammered min., 8"into solid rock.Rotohammered holes to be 'A"diameter,perpendicular to face of NB:Not Bearing multiple ply king stud,trimmer,or header, connect all plies with 16d at 4"OC, staggered. rock.No epoxy is necessary. Dowels to be located as follows: MC:Not Included Steel which will not be exposed to weather shall be shop or field coated with a 2 coat system oC:on Center spacing consisting of a 2 mil red oxide zinc chromate alkyd primer under a 2 mil long oil alkyd enamel. Beams, Columns. Where more than one 2x,or LVL,or LSL is placed against another and used as a . For continuous footings,use dowel within 6"of ends,comers,and intersections and at 36"OC OSB:Oriented Strand Board Preparation shall be wire brush cleaning. Unless otherwise specified by the owner, the final multiple plybeam or column,connect allplies withglue and 2, 16d at 4"spacing. max spacing. Dowels to be centered on stemwall. PCF:Pounds per cubic footeh° p PLF:Pounds per Lineal Foot color shall be 'primer red'. Contractor shall verify this color with owner prior to any paint Glue,E Where specified,wood glue shall be commercial a with minimum shear strength of Ply:Plywood �xy pe g grad 8th For pad footings larger than 12"square or round use three dowels spaced 8"apart,centered on PSL:Parallel Strand Lumber application. 450 psi at 28 days.Use Liquid Nails LN-940 or similar.Prep and apply per manufacturer's footing. If dowel is too long to fit in footing,bend as necessary to provide 2"cover at top and/ PSF:Pounds per Square Foot recommendations. or side(s). PSI:Pounds per Square Inch Epoxy used with wood dowels or drift pins shall be Simpson ET-HP, or other brand intended for wood PT:Pressure TreatedOS shearhh prwervative • For pad footings equal or smaller than 12" square or round,use two dowels spaced 6"apart, PW:Plywood or OSB wall use.Wood and dowel shall be clean and dry prior to epoxy installation. centered on footing.If dowel is too long to fit in footing,bend as necessary to provide 2"cover RC:Relative Compaction Window and Door Openings. at top and/or side(s). REF:Reference,not actual PREFAB WOOD PRODUCTSREQ or Reqd:Required Header. Use minimum size as called out on Plans.All headers shall be installed with their tall dimension Slabs on Grade. Subgrade below slabs shall be similar to the above.A layer of free draining material and ROW:Right Of Way E a suitable vapor barrier(designed byothers)are recommended for all interior slabs. Rt:Right o vertical.if header is less than 3 inches wide(LE.a single 2x or single LVL)use a flat 2x nailed to the Po ( 8n S:Section modulus o PREFABRICATED WOOD PRODUCTS: bottom of header in an"L"configuration with 16d at 4"max spacing. If no header is specified,the wall Footing Drains. Footing drains,with washed drain rock or Mira Drain or equivalent extending to SC:See Callout is assumed non-load bearing and wall top plate may serve as the header. fmished grade, shall be provided at the base of all footings and retaining walls which will have earth SD:Storm Drain N a Prefabricated Trusses.Where shown on the plans,all prefabricated structural roofing members shall be SIP:structural Insulated Panel designed by a certified professional engineer. The prefabricated structural roofing designer shall provide Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall,headers for each placed against them. Footing drains shall be 4"perforated pipe routed downgradient to daylight,unless SK:Sketch otherwise specified. SOG:Slab On Grade O w k c to the Contractor stamped design drawings with appropriate notes showing member sizes,forces, opening shall be individual members with full-height king studs between them.Each header shall use the Pe a installation procedures,blocking,bracing,etc. number of king studs specified below or in the Structural Callouts. STANDARD CONCRETE: SPF:Spruce Pine Fir tt_ = SS:Sanitary Sewer O °m co d Engineered Wood-General.These products must be provided, stored,and installed in accordance with Trimmers, aka Jack Studs. Use size(or larger)per Structural Callouts. Concealed flange hanger of Standard Concrete. Concrete for footings, slabs,and walls shall attain a minimum 28 day strength of Pc STAo:Shear Transfer Around opening ft ¢ "'I-- mt 2,500psi unless otherwise noted on Plans. Minimum cement content=5 sacks per cubic yard. TYP s shear wall z m O z N manufacturer's recommendations.Failure to do this may void the warranty and diminish load carrying similar bearing length and capacity may be substituted for trimmer. Typical � J U 74 12 capacity. Any nationally-recognized brand that meets the below specifications is acceptable. King Studs.Unless otherwise shown on Plans use the following.These must be full-height,bottom plate Maximum water/cement ratio shall be 0.45. All materials shall be in accordance with ACi 318, latest UNo:Unless otherwise specified elsewhere = ¢ p Z Oz d w I-beam Composite Web/Flange Joist Products. The contractor shall install the I-Joist products complete to top plate,IE diaphragm to diaphragm. edition. Mixing and placing of all concrete to be in accordance with IBC and ACi 304, latest edition. V or v:Shear(lbs)or unit shear(p1t)respectively oo Tc a,< a M } W:Wall,full length with web stiffeners and other blocking/bracing as shown on the Plans and/or as recommended by the * Opening less than 6' wide-use min., one king stud each end of header. Admixtures. industry recognized and approved admixtures affecting set time, flowability,and/or WWF:Welded wire Fabric manufacturer. waterproofing may be used provided the strength and durability of the concrete is not adversely affected. * Opening 6.1' wide to 9' wide-use min.,two king studs each end of header. W Q PSL(Parallel Strand Lumber)and Versa-Lam. Use minimum 2.0E,2,900 psi minimum allowable Air Entrainment.Provide 5%air entraining in all concrete exposed to the earth or weather. bending stress. * Opening 9.1' wide to 16' wide,use min.,three king studs each end of header. LIMITED SCOPE OF CONSULTANT'S WORK: U Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 LVL(Laminated Veneer Lumber). Use minimum 1.9E,2,600 psi minimum allowable bending stress. Discontinuous Top Plate.Where wall top plates are cut, omitted,or otherwise discontinuous at a header, with a corresponding reduction in cement content.An such concrete shall obtain at least the strength to p g y gin Consultant. The consultant in responsible charge of the work indicated herein is Tun K.Garrison, P.E.,doing Z � the end of the header shall be connected to the remaining top plate beyond with a horizontal CS 18 strap and durability characteristics as Standard Concrete listed above. business as ConstrnctionCalc,Inc.,hereafter indicated as"CCL" LSL(Laminated Strand Lumber). Members indicated as 1.5E shall have min., 1.5E modulus of elasticity with minimum 12"length on the header and 12"length on the top plate beyond. Strap may be on top, W V and 2,300 psi allowable bending stress.Members indicated as 1.3E shall have min., 13E modulus of inside,or outside of wall. CONCRETE REINFORCING: Scope of Consultant's Work.The scope of work of CCI is limited to structural analysis of a new single- 0 Q 0 elasticity and 1,700 psi min. allowable bending stress. Strength: Standard Footings, Stem walls• Slabs on Grade. Reinforcing bars(rebar)for standard footings, family residence+detached garage. CCi takes responsibility only for items specifically addressed in our Z C tt Anchor Bolts. drawings and calculations. Constructed items not specifically addressed herein shall be built per minimum Z 0 Q Glue-Laminated Timbers.Unless otherwise noted,all glulam beams shall be 24F-V4 DF/DF. Any that stem walls,and slabs on grade shall be grade 40(Fy=40 ksi)or better,unless otherwise specified in the F- span continuously over one or more interior supports or are cantilevered, use 24F-V8 DF/DF.Use Shear wall anchor bolts connecting mud sills,use 5/8"diameter x 8"min embedment at the spacing Plans. code. >; Z _ CO industrial appearance grade,unless visually exposed to interior living space use architectural appearance shown in the Plans but never greater than 60"OC and within 12"of ends and corners,with 3"x 3"x Strength: RetainingWalls and other Structural Elements. Reinforcing bars(rebar)for retaining walls LOADS LU W 3 N grade. .229"steel washers,wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. J Rotohammered anchor bolts at the same spacing may be used in lieu of wet set-see specifications in retaining more than 4-feet of soil and their footings,and for structural beams, structural columns and the Following are the loads used for the subject design/analysis: V C I.- Pressure tti 04 Treated(PT)glulams shall be not less than 10%weaker than the above in bending, shear,and previous section. An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP like shall be grade 60(Fy=60 ksi)unless otherwise specified in the Plans. modulus of elasticity,using suitable wood species for pressure treating. I- IZ at the same spacing specified for wet set anchor bolts. Splicing,Bending. All reinforcing shall be spliced, detailed,bent,and supported in accordance with the U All glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with Non-shear wall anchor bolts shall be spaced a maximum • of 72-inches and within 12-inches of ends and most recent ACI code adopted by the jurisdiction. • Roof live: 20 psf. W manufacturer's recommendations. • Roof+ceiling dead: 15 psf aT corners and shall be fitted with 2"steel plate washers. Use either 1/2"diameter x 8"min embedment wet- Welded Wire Fabric.Unless otherwise specified,welded wire fabric(WWF) shall be W2.9,6"x6"(6 • Roof snow: 25 psf "0 set, or 1/2"Titen HD with 4"min embedment. Ga.),ASTM A-185. Splice by lapping one mesh+2"all sides. cc V J E • Floor live:40 psf 0- -NCNon-shear wall anchors may be 0.145"diameter powder-actuated pins with 1-1/2"min concrete Cover. Provide the following minimum cover: • Floor dead: 15 psf Z U embedment, at 16"OC,unless otherwise shown . • Stairs and exits,residential, live: 40 psf a' Footings and other unformed surfaces,distance from the bar to earth face...3' Decks: Joist hangers used at decks shall be connected to all wood members with corrosion-resistant • Deck live: 60 psf W screws, Simpson SD9 or similar. Hangers shall be U or LU only(not LUS.)Ledgers shall be attached Formed surfaces in direct contact with earth 2" • Deck dead: 10 psi CO with screws or lag bolts per Callouts. All hardware and connectors shall be at least medium-duty Surfaces exposed to weather 1-1/2" • Exterior wall dead: 10 psf CO corrosion-resistant with galvanizing or similar. ▪ Interior wall dead: 7 psf For slabs on grade,center the reinforcement in the slab unless otherwise specified. Seismic Factors: Ss= 1.105, S 1=0.438 Pressure Treated Lumber.Use pressure treated lumber in contact with concrete and/or soil,and when • C IN CURED CONCRETE: • Seismic Des Category: ape`- directly exposed to weather.Pressure treating chemicals shall be inert,or otherwise non-reactive with BOLTS AND DOWELSg ry: "D" metal connectors(including nails, bolts, framing connectors, etc.)or structural steel members. General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer • Wind Exposure `C',3-sec gust: 120 mph. r n g%< W J o0oo In certain cases non-pressure treated lumber may butt against concrete. In these cases use a layer of techniques.Minimum concrete embedment=4-inches unless otherwise specified.Minimum distance to Assumed allowable soil bearing pressure: 2,000 psf. z WZtizo heavy, asphaltic-treated construction paper between wood and concrete. any edge or end of concrete=3"from hole centerline unless otherwise specified. SINGLE PROJECT: °o<o o 0 ). Bridging. blockingbearing P bridging ExistingReinforcing. It is important that no existingrebars are drilled or cut duringrotohammer <°-,°� Blocking/Brid in Provide continuous at all locations.Provide full depth brig in orp° The calculations, drawings,notes,specifications, and/or tables prepared by CCI are valid only for the r,N i g operations.Location of existing reinforcing bars may be by non-destructive methods(pachometer,radar, z u o blocking at 8'OC max. in joist or rafters without continuous plywood diaphragm connection on the top . Pe project indicated herein. These documents are not valid,are not applicable to,and shall not be used for any O w.< . or similar). other project at any other location. o o.o o s Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer post,column,or other concentrated loads through the floor to the supports beneath. Washers.Use 3"x3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted, COMPETENT CONSTRUCTION PERSONNEL/SAFETY: Z k-65 o with plate washer under the nut as allowed by the IBC. At non-mud sill locations, smaller washers may 6 N 1=z Bolts.Unless otherwise specified:Use washers on all bolts;tighten all bolts to a very snug wrench tight be used. Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect Only competent personnel familiar with construction and safety practices germane to the project shown w`-N" condition;use standard A307 bolts;for bolts in wood,drill the same diameter hole as the bolt; for boltsherein should be employed to assemble and construct the work. ° J"a wood. �~ a in steel drill holes 1/16"larger than the bolt diameter.Provide the following minimum edge distances N w.e z FWu,K2 between centerline of bolt and all edges of bolted wood,and between centerline of multiple bolts: Non-Epoxy Systems. Use Simpson Titen HD where shown in the Plans.These anchors may be used to Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. w 6=9, Contractor assumes full responsibility as to construction methods used, safetyprovisions employed,and the w'>°-,c, resist tension loads and shear loads. Install per manufacturer's recommendations. Po tY o 5/8 inch diameter bolts 3 inches finished as-built condition of the structure and related systems. ^ '3-=2 Epoxy Systems.For bolts,use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, J Q" 3/4 inch diameter bolts 3.75 inches with zinc plated, A307 'all-thread' bolts as shown in the sketches. For dowels,use ET-HP or SET high MATERIALS AND METHODS: o<-w0. o 1 inch diameter bolts 4.75 inches strength epoxy and rebar as specified on the Plans and Callouts.Drilling of holes and installation shall be Provide and install all materials in accordance with manufacturer's requirements and recommendations. It isH o o°o in strict accordance with epoxy manufacturer's recommendation. the contractor's responsibility to ensure all field personnel understand and adhere to this. U 8°oo r Minimum distance between edge of bolt and any edge of steel plate(angles, gussets, flanges,webs,etc.) thorti. shall be one inch. TEMPORARY SUPPORT AND BRACING: 3 _"2 Nzz_j2 eo3e> Engineer shall specifically approve any bolted connection using less edge distance than shown above. General. Provide adequate temporary support to all walls,roofs,beams,columns,and floors during n/ oi *a Lag Bolts. All lag bolts greater in diameter than 1/4"shall have pilot holes pre-drilled. Size of pilot hole construction. Design of same is not included herein. Contractor or owner should check all temporary- LL. a o z a supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary o w z 2 = in threaded portion shall be 70%of the unthreaded shank diameter(or alternatively,90%of the root pow 2 and/or permanent support systems. co-DO G Y N diameter of the threaded portion). Pilot hole diameter of unthreaded portion shall be the same diameter 't as the unthreaded shank. GAR"l Retaining Walls. Do not backfill against retaining walls until concrete has cured to at least 2,500 psi(okay to 4><F s �of WMIj s0 use high early strength admixtures or additional cement in the mix to achieve this). For retaining walls that Li$°< i3 6 are to be connected at thou to horizontal floor die lira s do not backfill a amst the retainin wall until top diaphragms,' g g OWNER APPROVAL e +- such horizontal diaphragms are in place and properly connected to the retaining wall. I h lb z .w 13 .r� Ari co co `q` 19 INITIAL' 0 "AL e *ZAI", PAGEk L2,� N '6SI E PAGE' '0 6 21 of 24 N_ N DESIGNED BY ° Structural Callouts°-Copyright ConstructionCalc•Inc(CCI) 0 PA Pe�Architeet -- MIKE TRAFTON i QStructural Item:This item and related connectors shall be per architect/designer. SCALE y 8 SW Simpson Wood Shear Wall © 1 • Wood Shear Wall: Use WSW18. Width 18" Height,see below. Detail 1�4r' = 1 n U.N.O. a • Height Foundation to top plate.Okay to order WSW long and cut to height as necessary DATE Alignment: If using trimmer,nail 2x trimmer to WSW for header support Trimmer creates edge of rough opening.May use HUC in lieu of trimmer,in this case • (� (� WSW creates edge of rough opening. Remainder of wall section may be filled in with standard framing. 10/29/2 019 - Position to align with outside(exterior)lace of studs- Fun-out as necessary to flush up with remainder of wall. • Top Connection:Connect top of WSW to double top plate with SDS connectors that come with the WSW. • Sheathing: Sheathe header,WSW,and wall similar to 2PW _ Bottom Connection:Anchor bolts,use all-thread,7/8"diameter,extended to footing bottom rebar and use double nut and 3"x.25"washer on embedded end. • LOWER LEVEL WALLS AND MAIN FLOOR FRAMING Suggest using Wood Strong Wall Anchor Bolttemplate,SSW. 11 RD Roof Diaphragm • Shear Capacity: Good for It=230 plf-seismic,Eh=322 plf-wind.Max aspect ratio=3:1. - ALL FLOOR SHEATHING IS 12FD, TYP. • Framing:Trusses or rafters:2xat24"OC,max. - STAIR FRAMING PER ARCH AND CODE MIN. Framing Connection at Support: C1131) _ Where connected to shear wall.connect per shear wall callout-top of wall. �_ a - DECK DECKING IS 13DD, TYP. Where trusses or rafters connect to beam,useH25,errA34withscrews,orsimilar,typ. z At ledger,connect per ledger callout. O N • Sheathing: 7/16"min.,OSB or CDX plywood. (n • Sheathing Layout:Case 1 per IBC 2306.2.(1) (1) W • Nailing: Use 8d at 6"edges, 12"field. O • Blocking:Not required except at supports and at connections to shear walls below. 12 FD Floor DiaphragmID • Sheathing: With joists at 24"or 19.2"OC,use min.,24 oc rated, APA Stud-I-Floor;either 3/4"species group I,or 7/8"species group 4. Maybe OSB or plywood.Good for 130 psf,TL rd I/360 deft. • jICI1) Sheathing: With joists at 16"OC,use min., 16 oc rated. APA Sturd-I-Floor,min.,19/3r thick. May be OSB or plywood. Good for 245 psfTL @ L✓360 dell. ® 2 PW • Sheathing Layout: Case 1 per IBC 2306.2.1(1) W - Orient sheets continuous over two or more spans,with the long dimension across supports. • Nailing: Glue.and connect with 8d ring shank nails or#9 screws,at 6"edges, 12"field. • Blocking: not required except at supports(beams)and connections to shear walls below. - I— 11 L. DD Deck Diaphragmal ^- I Decking:Use wood or composite decking per Arch.,min actual dims: 3!4"x 3.5". - • Decking Attachment:Use decking screws,length to ensure 2"min.,embedment into framing below. - Use 2 screwsper deck board per framing member.At decking splices,center splice over framing menber and use 2 screws per spliced end. • Blocking:not required except at support beams. rl 15 FF Floor-To-Floor Holdown 1' • Min.,Capacity:Good for 1705 lb tension. • Strap::UseUse CSCS 16 vertical strap applied to outside of wall sheathing.Attach to 2x studs lined up above and below rim joist.Fill all nail holes with 10d. (In if strap falls on header or beam below,nail to header or beam and wrap around bottom if necessary. - • End Distance: 13"min.to each upper and lower studs.Approx total length=26"+depth of floor system. 19 DS Drag Strap I —�j • Mtn.,Capacity: Good for 1,705 lb tension • Drag Strap:Connect beam end to shear wall top plate beyond with CS 16 x 36",centered over beam/top plate intersection - Strap must be straight and horizontal. - Strap may attach to either side or top or bottom of members connected. E ' Nails:Use hod,all holes filled. e L I .1 �— SO L Ledger-Roof Diaphragm o a 'f' Ledger Connection: Where a ledger is called for below.if connecting to rim or header,use SDS,or LedgerLOK at max 12"OC,staggered If connecting to studs, N N I ti• e 2,SDS or LedgerLOK per stud. ui rn c — — - Length of SDS or LedgerLOK=full depth penetration into rim,or 2.5"min embedment into solid framing. O• c o - Min distance of connector to end of ledger or splice=2". Min edge distance to top or bottom of ledger=2" 2 p o, to • Framing Connection to Wall,General:Use any of the following,whichever is applicable. Q to Lu v Cit - Rafters Perpendicular: Use 2x or LVL ledger,min height to match rafters.Apply ledger over wall sheathing.Use hangers to hang rafters on ledger. W (7 X m I Parallel Rafter or Tress Top Chord: hedger maybe top chord of truss or last rafter or similar. Ledger to be placed over wall sheathing. - -1 ri Z m OU ' N m Mono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed through wall sheathing with 16d n 6"OC to solid wood backing 5 a O 2 = m w (coatimous rim,plate,ledger,or blocking.) m 2aQ act I - Mono Truss Bottom Chord Perpendicular: - Altenate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing(rim,plate,ledger.or blocking.) Alternate 2:Use min.,2x4 ledger let in to truss bottom chord.Ledger to be placed over wall sheathing and connected with min.,3- l6d @ 24"max spacing. W - I �rill- - 3 • v Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3"OC. uj 1 I I 81 L Ledger-Floor Joists to Rim. Z Ledger: Use min.,2x,or 1.5"wide LSL or LVL ledger,at least as tall as joists. 0 Th.— • Ledger Connecion:Connect to rim with 2,SDS or LedgerLOK at max., 16"OC and within 3"of ands and splices. Q LLI 0 3 * - SDS or LedgerLOK to be of length necessary for fall penetration in rim. Z Q CO Joist Connection:Connect joist to ledger with U or LU hanger,all holes filled. C 82 Ledger-Deck Joists to Rim. F- • Ledger: Use min,2x PT ledger at least as tall as joists. - W C ,_ © N Ledger Connecion: Connect to rim with 2,SDS or LedgerLOK at max., 16"OC and within 3"of ends and splices. _Ti C N SDS or LedgerLOK to be of length necessary for full penetration in rim. U N GARp Joist Connection:Connect joist to ledger with U or LU hanger(not I.US),all holes filled with gale screws,Simpson SD9 or similar. .- o 03 �pf WASg`C�f 95 Slab V Tty 0Subgrade:Use structural fill or native material,compacted to 95%relative compaction.It is strongly recommended that all structural fill be checked by a I j j� geotechn ical consultant. - O U 743 cit, f/ Underslab Insulation: May use XPS or EPS rigid foam with min.,25 psi compressive strength under slab. Ifused,provide and install per insulation CL ' CL manufacturer's recommendations. 0- U) Y 4s28*17 Slab Thickness:Use 4"min. Z Y q �75IE • Reinforcement: Use any of the following: Structural Shear Wall Table© Callouts 44AL )1,/1,4(29 Min,#3rebar at24"OC,each way,centered inslab. W fx This symbol indicates a dedicated shear wall or panel, per callout below. (s rws tY p - Welded wire fabric,faro.ws.re9,6"x6"m n(6 Ga.),centered in slab.Splices overlap 8"min. — co --Walls without this symbol are not dedicated shear walls-use code- This symbol indicates the unbraced length of studs in wall. Fibernneslr per manufachrer s reconunendatior Ll_ M 1 PW standard construction. -Walls without this symbol: studs are default 10 feet or less. - Helix micro rebar,min,5 lbs per cubic yard. .l • Control Joints: Maximum recommended spacing=8'OC,each way.This is a non-structural item and may be changed or omitted by Owner or architectural 3.4 The number is min. length of shear panel,ft. 16 d `l2° The number is the max. unbraced length of studs in the wall. Unbraced Vapor Barrier.Suggest a min.,6 mil.,plastic vapor bather under interior slabs.This is a non-structural item and maybe changed or omitted by Owner or <m<w If ell construct entire Wall per this callout,with minimum individual 9 panel lengths indicated on plan. length is vertical distance between horizontal supports or diaphragms. architectural designer. =g=p" 0 oLLzo Structural Shear Wall Table©—Copyright ConstructionCalc, Inc (CCI) STHD HOLD DOWN HDU2 HOLD DOWN MSTC STRAP r Li. z21-0 �" Z�aJ Sill _Z inw` r-� Nailsequir - J ci zo uo-w fg Stud Nail anchor -n::n not are eel iKrcgE nn_ Stud Edge/ i in the arm s o Sill max I w m"i�+r� board area. 5 Nails braced mat'l Field Top plate & Block-ing Top of wall Bot plate spc'g/ Niko „ V Ca pa-city, or height, Stud (see std spac'g @ Top plate studs at unsup- conn to Top of wall to fram- Mud sill min. • ado" e Z n� `` P tY+ ao-ay Call- wind/seis, Sheath- screws, max., spac'g, Stud st'I Stud Plate, splice, w/edge ported parallel conn to perpen- ing, max. anchor to embed- naerAe € Z treated hornier 5 W z I out Eh,pif ing,min. Sides of wall size ft. max., in. size,min. specs) spac'g,in. min. min. nail'g edges framing dicular framing spc'g, in. concrete ment, in. -. t may be s cw"'Z required i t m o¢W¢ CK LU 10 6/6@24 Con't 5/8"j-bolt ,�" ` When nriingthestrap w 00c.z 24 2x4 Sawn Con't i�II - default 6/12@16sheathing+blkg or 5/8" tom. re 7/16" OSB one, either side, sheathing or ,,,,d the nailsu must mete a occreocc 16 16 2x6 Sawn 6/12@16 48 lap orH2.5or Titen HI), mmimumtionSoers <pWio 1PW 168/ 120 or 1 0- apply directly8d 2-2x4 2x NA A34 or LTP4 16d @ 672/4 „, 1 = penetration into the ' W w—m o N P Y� PP Y w/8- 16d SDWC-15600, w/3" wshr. stud w achieve the w o< od to studs 18 12 2x6 Sawn 6/12@12 at 36" max. @ 24" max. See Or MASA *' " tabulated resistances. $THO z A oo�to rcco •d' Shown �/ ' 24 12 1.75x5.5 LVL 6/12@l2 SeeorMASAP I • " v/ NozU� d N�2m2 �\ t4'rim. Typical Strapil n < oozv, tan Vertical HW with - i v 4/12 16 _a .rn°._;o/ Installation Installed Over ( W§9 2PW 490/350 (same) (same) (same) (same) 16 (same) (same) @ (same) (same) (same) 2x (same) (same) 16d @ 4 (same) 36/4 _ Sheathingzxzn or 12 �__ z m Typical STHD14RJ a z o 3PW (same) (same) (same) (same) (same) (same) @ (same) (same) (same) (same) (same) @ Rim Joist Application .w.� i t same same 16 3/12 16 2x \same S22nC 16d 4 S 32/6 w - 0w 2 N 48" lap 3x or same 3xor4xor o)-zy 4PW 1260/900 (same) " • set (same) (same) 16 (same) (same) 3/12@16 (tee) w/ 16 4x or 2 hardware e @ 16d @ 3 (same) 18/6 .�z; �BF a Z-ZX a joints • OWNER APPROVAL 10 • 2x4 Sawn 6/6 4 • • @2 T1-11, 6/12 16 225/ 3/8" min 12 16 2x6 . •• 6/12 , 16 xPW (same) 8d, galv (sam• . e) (same) 2x (same) (same) 16d @ 6 (same) 72/4 _• i 160 thick at 16 12 2x6 Sawn _ 6/1 am edges. , 1••f; PAGER ` \_� INITIAL: 22 12 1.75x5.5 6/12@12 w h aw n S 2 o s;'.� 65n i a 335/ 4/6@24 Min rebar S; f /a .. xPW 240 (same) (same) (same ::, e (same) (same) (same) (same) (same) (same) 2x t . (same) 16d @ 4 (same) 36/4 "?�" „ E r mgh�zxk • 4/12@16 g *T I - n s,k E -'II __ M E end distance �.1xk„yl pr24• _/ in reMlled9tn - � -'h•Min eldastace PAGE: 1/ " . Sd for 10 4/4@24 "' 5GW 200/200both 1/2"; 6d 24 2x4 Sawn 7/7 16 (same) (same) 2x NA (same) (same) NA e 36/4 Typical STHD14 Typical STHD14 Typical STHD14 22 of 24 5/8" w �p for 5/8" default @ Comer Installation Mid-WallTypica Installation End-Wall Installation m DESIGNED BY s -II cl CiSka: MIKE TRAFTON / \ N. \ SCALE o /i N N N 1/4" = 1' U.N.O. ` N \� DATE cc a. Ng/ 7: N� 10/29/2019 ?bibsse, ... , „ N. poi.t.PN 0) / NNN /4 \ Z /\f ' W J i / O ll I I 44( \ i I \ iMa K` \ \ \ N/:/i 1 PW1:10/ 0 .,,zfr W I I ISIIII:411111"1/ `_ I I © N N � \ -- W (it 1 PW Lin in r II 11 _ _ i O i r 3sic , /IIIII/ II 41111 N ' II E II 0 II k, ,,,, o ie - C ,, fa/ / / \ N efi so, 1 1 1" a © Z 0 rn I- cn a3e I I e I L61 a L 3 ¢ M� CO 7,�4 w z N m I I 1PW = ¢ OZ $ } I I m2 a ¢ a (cisi HOUSE: MAIN LEVEL WALLS. LOWER ROOF. AND 2ND FLOOR FRAMING -ci -1 - W GARAGE: WALLS AND ROOF FRAMING II w al I II — l � - TRUSSES AND LAYOUT ARE OPA, TYP. - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. Z ai 0 a 0/1.0. i I- - - ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. O w N _ - STAIR FRAMING PER ARCH AND CODE MIN. LL co �,1I i - DECK DECKING IS 13DD, TYP. - Q �I 1: - FIREPLACE AND CHIMNEY FRAMING PER ARCH CODE MIN. z Cl) I - -fl - - U LL1 CO N I I I I I I I 7 a 1:t CO ' II L.? -I- I � � � � � �j N `� GwR�'71 U I � � I I 1 I I I pf "4Nt4c o W i 1 1 i tLI_� i I (� �Z � O U 'a 1 1 -tT I I I I- - - T %Y Structural Shear Wall Table© Callouts a I I I, I I - - ' 1' /f �9 Y - Zmt3 This symbol indicates a dedicated shear wall or panel, per callout below. O Ct Cin I I 4,,Ze Walls without this symbol are not dedicated shear walls-use code- This symbol indicates the unbraced length of studs in wall. ce .....--) 1 I 1 I /oNAL /b�jyjll q 1 PW standard construction. Walls without this symbol: studs are default 10 feet or less. (w N- co r/��,,,Pk ` 2 I I _ 12e 3.4 The number is min. length of shear panel, ft. 16a+ M rl� N I I 1 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 T yA r I I I � F � 1 I �N a panel lengths indicated on plan. length is vertical distance between horizontal supports or diaphragms. © HKOO gm�n di/le 49 I I 17c 3E",I - m '1" IF • I 1 t ��e a ea , I I i—ciVzz cez Zi—z Structural Shear Wall Table© — Copyright ConstructionCalc, Inc (CCI) STHD HOLD DOWN HDU2 HOLD DOWN MSTC STRAP Attaches to header 'i► O owzo D8 SIMPSON STRONG WALL CONNECTIONS00.70. w 2>-U or top plates <a g n ' . 0co Sill - 1 1Q Stud Nail ~~'—_' 1 WOOD ST' et G WALL, �� w� anchor �' Nails are wrc r yY,` Q2OVi Mmnrvm Nails „ 1 MID LEVEL CO ` ION I N %a WSW-TOW Z Ce o w un- Stud Edge/ Sill max _ wood n be"m ` r -1r }r •+ `7� memberrss board area 'i ' ` 'ON . •� alternative top iE�5° Nails braced mat'l Field Top plate & Block-ing Top of wall Rot plate spc g/ PER CALLOW'• ",., I y SIMPSON STRONG-WALL /16 OSB SHEATHING connection Q o" iia Caps-city, or height, Stud (see std spac'g @ Top plate studs at unsup- conn to Top of wall to fram- Mud sill min. r - h; Jr SB PER CALLOUT I i wa"w k . , "~^�.__ KHOUSEWRAPsHya Call- wind/seis, Sheath- screws, max., spac'g, Stud st'1 Stud Plate, splice, w/edge ported parallel cone to perpen- Mg, max, anchor to embed- Rea saw. 2 X 6 WALL — SIDIN .TERIAL A10 --s Z N 6§2 y e e r fiesta Omer \ - f°w w rc out Eh,plf ing,min. Sides of wall size ft. max.,in. size, min. specs) spac g,in. min. min. nail g edges framing dicular framing spc g, in. concrete ment,in. may tit t 1/2"SHEETROCK _ANCHOR B•_ S Ai • OR BOLTS \ Rio 10 6/6@24 Con't 5/8" LQtleo 3/4"OSB HGA10 A PERCALLOUT PERCALLOUT 1, LL wovh 24 2x4 Sawn Con't j-bolti e ° LL z- o0 default 6/12 16 When nailing the sirs SUBFLOOR o z w rc 7/16" OSB one, either side, @ sheathing or sheathing+blkg or 5/8" ,c; •t as , e nails a,�pt have ! LU Z � _w- the roils must woo a * GOUG a AS n �- 16 16 2x6 Sawn 6/12@16 48 lap orH2.5or Titen HD, Nl > !- minimum 8 diameters l =- t NE SARY7 iQa�� 1PW 168/ 120 or plywo- apply directly 8d 2- 2x4 2x NA A34 or LTP4 16d @ 6 72/4 a� = penetration into the 1",, ♦'-, y R ANCHOR BOLT Feld trimmable a z y z o w/8- 16d SD WC-15600 w/3" wshr. a•� , stud to achieve the ) W Q N a$z od to studs 18 12 2x6 Sawn 6/12@l2 at 36" max. �.�A.� Precut chase and drillable. E° 004 @ 24" max. See Or MASH - d tabulated resistances $THO t 11 7/8"BCI o w k o See Shwm ;. �{/t et ' for wiring and t f zdog 24 12 1.75x5.5 LVL 6/12 12 or MASAP FLOOR JOIST openings for ;a ` z o @ n it 7/8"BCI I ,�zgzwLL TypicalthDetail { I I EXTRA RIM - I plumbing and R yzz�z F twig Vertical HDU ci�_ FLOOR JOIST w- o 4/12 16 • . cane with Strap BLOCK electrical. oo5 @ ;-_,� Installation Installed Over i EXTRA RI, - OCK-`— i�§z 2PW 490/350 (same) (same) (same) (same) 16 (same) (same) — or 12 (same) (same) (same) 2x (same) (same) 16d @ 4 (same) 36/4 sheathing i y . < STUD - - STUD - -STUD Z 5eo Typical STH014RJ _3- .' „lc?) 3PW 630/450 (same) (same) (same) (same) 16 (same) (same) 3/12@16 (same) (same) (same) 2x (same) (same) 16d @ 4 (same) 32/6 Rim Joist Application a VIEW ' FR VIEW er g'w g TOP CONNECTIONS ,w." Nl 0U� 48" lap 3x or same aa se m o 8 / 4PW 1260/900 (same) both, offset (same) (same) 16 (same) (same) 3/12@16 (same) w/ 16- 4x or 2- 3x or 4x or hardware @ (same) 16d @ 3 (same) 18/6 WSW-AB z>. _ joints 16d 2x 2-2x 24" :: � 8o 6/6 24 - `.. WSW-IOW(provided OWNER APPROVAL :P with WSW)ntnd back 2 10 24 2x4 Sawn @ •• tram front and back T1-11 6/12@ 16 f WSWwsw mronaed Hex nut and 2 I with WSW)installed structural washer. Form•mounted w 12 16 2x6 Sawn 6/12@16 f"; Standard Top 4 _ 225/ 3/8" min Connection "no�s,deony � � precise anchor NmA�: o xPW 160 thick at (same) 8d, galy 16 12 2x6 Sawn > 6/12@12 (same) (same) (same) 2x (same) (same) 16d @ 6 (same) 72/4 Maximum templates enable ci •• 40 %'shim as Also appkcable for PAGE# z edges. A necessabolt placement g 22 12 1.75x5.5 LVL 6/12@12 r • • y �� i► tor portalapplications _-. shim before the pour. / / 1>� . M with a header. ..;1' as necessaryw /�• for tight fu ' Pi xPW 335/ same same same same same same same 4/6@24 same same same 2x same same 16d 4 same 36/4 q°" ' bgmesz.k10 'h ^ wan Or Isis �A'Mn.eM dLStarlre I WSW-TOW'nsWNs with "gyp. • ps .' r: 'e ;. PAGE: $ 1/2„ Sd for end distance _1•V reDar ' Align WSW-TOW _ WSW-TOW instals I combmalmn of a6'SDS °e''• - :.e,: ub• ', Foundation design 2* Or 10 4/4@24 M" notches with bottom with tod a 2 4' Heavy-Duty connector screws '' 5GW 200/200 both 1/2"; 6d 24 2x4 Sawn (same) (same) 2x NA (same) (same) NA (same) 36/4 Align WSW-row and el s l A'SD camector .K[:: (size and reinforcement, �] { A I 5/8 gyp „ default 7/7@16 Typical STHD14 Typical STHD14 Typical STHD14 of top plates min.length nails notches with bottom screws cadet separately as ,. by Designer. 27 of 24 for 5/8 Corner Installation Mid-Wall lnstaNation End-Wall Installation pt top pates. WSW_TDWOKT). n: N Structural Shear Wall Table© Callouts DESIGNED BY Structural Callouts� —Copyright ConstructionCalc,Inc(CCI) ci - -- MIKE TRAFTON " This symbol indicates a dedicated shear wall or panel, per callout below. 0 PA Per Architect ll -Walls without this symbol are not dedicated shear walls-use code- This symbol indicates the unbraced length of studs in wall. • Structural Item:This item and related connectors shall be per architect/ 1 PW E standard construction. -Walls without this symbol: studs are default 10 feet or less. designer. SCALE e 8 SW Simpson Wood Shear Wall Detail z 6 • Wood Shear Wall: Use WSW18. Width=l8". Height,see below. DS 1/4tr = 1" U.N.O. a 3.4 The number is min. length of shear panel, ft. • Height: Foundation to top plate.Okaylong to order WSW and cut to height as necessary. -If'W', construct entire Wall per this callout, with minimum individual -The number is the max. unbraced length of studs in the wall. Unbraced DATE panel lengths indicated on plan. length is vertical distance between horizontal supports or diaphragms. • Alignment:If using trimmer,nail,-x trimmer to WSW for header support.Trimmer creates edge of rough opening.May use HUC in lieu oftrimmer,in this case WSW creates edge of rough opening Remainder of wall section may be filled in with standard framing. 10/2 9/2 0.Il 9 - Position to align with outside(exterior)face of studs. Fun-out as necessary to flush up with remainder of wall. • Top Connection: Connect top of WSW to double top plate with SDS connectors that come with the WSW. • Sheathing: Sheathe header.WSW,and wall similar to 2PW. • Bottom Connection: Anchor bolts,use all-thread.7/8"diameter,extended to footing bottom rebar and use double nut and 3"x.25"washer on embedded end. Suggest using Wood Strong Wall Anchor Bolt template,SSW. 11 RD RoofDiaphgm Y_ 7,0, • Shear Capacity:Good for Eh=230 plf-seismic,Eh=322 plf-wind.Max aspect ratio=3:1. Framing:Trusses or rafters:2x at 24"OC,max. 1; ki, • Framing Connection at Support: Where connected to shear wall,connect per shear wall callont-top of wall. C3) - Where trusses or rafters connect to beam,use H2.5,or A34 with screws,or similar,typ. Z - At ledger.connect per ledger callont O • Sheathing: ":16'min.,OSB or CDX plywood. • Sheathing Layout:Case i per IBC 2306.2.(I) • Nailing: Use 8d at 6"edges, 12"field. ([) ICli • Blocking: Not required except at supports and at connections to shear walls below. 12 FD Floor Diaphragm ID V • Sheathing: With joists at 24"or 19.2"OC,use min.,24 on rated, APA Shard-I-Floor,either 3/4"species group 1,or 7/8"species group 4.Maybe OSB a U plywood.Good for 130 psf TL e L/360 dell. a Sheathing: With joists at 16"OC,use min., 16 oc rated, APA Sturd-I-Floor,min.. 19132"thick. May be OSB a plywood.Good for 245 psf TL did L/360 deft MC)' Sheathing Layout:Case I per IBC 2306.2.1(1) - Orient sheets continuous over two or more spans,with the long dimension across supports. C) • Nailing: Glue-and connect with 8d ring shank nails or#9 screws,at 6"edges, 12"field. I • Blocking: not required except at supports(beams)and connections to shear walls below. — 13 DD Deck Diaphragm alli • Decking:Use wood or composite decking 1 • ii I L I I g: po king per Arch.,min actual dims. 3/4"x 3.5„ * Decking Attachment:Use decking screws,length to ensure 2"min.,embedment into framing below. I ILIM - Use 2 screws per deck board per framing member.At decking splices.center splice over framing member and use 2 screws per spliced end. I I • I Blocking:not required except at support beams. d I • I I 15 FF Floor-To-Floor Holdown I I • Min.,Capacity: Good for 17051b tension • Strap:Use CS 16 vertical strap applied to outside of wall sheathing.Attach to 2x studs lined up above and below rim joist.Filll all nail holes with 10d. I I t I I - If strap falls on header or beam below,nail to header or beam and wrap around bottom if necessary. • End Distance: 13"min.to each upper and lower studs Approx total length=26"+depth of floor system. 19 DS Drag Strap • Min.,Capacity: Good for 1,705 lb tension • Drag Strap:Connect beam end to shear wall top plate beyond with CS 16 x 36",centered over beam/top plate intersection. .r - Strap must be straight and horizontal. ] a C - Strap may attach to either side or top or bottom of members connected E - _ • Nails: Use 10d.all licks filled. u 80 L Ledger-Roof Diaphragm o * Ledger Connection: Where a ledger is called for below.if connecting to rim or header,use SDS,or LedgerLOK at max 12"OC,staggered. If connecting to studs, N use 2,SDS or LedgerLOK per stud. ui 'jib LI - a _ - Length of SDS or LedgerLOK=full depth penetration into rim,or 2.5"min embedment into solid framing. w - Mint distance of connector to end of ledger er or splice=2".Min edge distance toor bottom off 2 O' N �g P 8top eager=" 0 • Framing Connection to Wall,General:Use any of the following.whichever is applicable. - Z Q CO(/) ) - Rafters Perpendicubr:Use 2x or LVL L ledger,min height to match rafters.Apply ledger over wall sheathing.Use hangers to hang rafters on ledger. lY X I " C > f A RR - Parallel Rafter or Truss Top Chord: Ledger maybe top chord of truss or last rafter or similar. Ledger to be placed over wall sheathing. ? m OU Z N m n d �A�'O�v.�ay!Rid, - Mono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed through wall sheathing with 16d @ 6"OC to solid wood backing _I Q •O Z 2 o w - �'4 et' C tpT (continuous rim,plate,ledger,or blocking.) DD Z a < a otu > Z - Mono Truss Bottom Chord Perpendicular: Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing(rim,plate.ledger.or blocking.) . �1 qj Alternate 2:Use min, sheathing 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall and connected with min.,3- 16d @ 24"max spacing. W do o f C Roof Diaphragm:Correct roof diaphragmto ledger with 8d ring shank or screws at 3"OC. U to �w tNAL CO 11''1{1/ 81 L Ledger-Floor Joists to Rim. 7 * Ledger:Use min.,3c,or 1.5"wide LSL or LVL ledger,at least as tall as joists. ` a 'alia tV*'W I * Ledger Conne don: Connect to rim with 2,SDS or LedgerLOK at max., 16.OC and within 3"of ends and splices- o LLI 0 - - SDS or LedgerLOK to be of length necessary for toll penetration in rim. LL Q 03 * Joist Connection: Connect joist to ledger with U or LU hanger,all holes filled. Z C 82 L Ledger-Deck Joists to Rim. I- Q * Ledger: Use min.,2x,PT ledger at least as tall as joists. Z W (.0 > * Ledger Comecion: Connect to rim with 2,SDS or LedgerLOK at max., 16"OC and within 3"of ends and splices. r J N UPPER LEVEL WALLS AND ROOF FRAMING - SDS orLedgerLOKtobeof length necessary for fullpenetration inrim. U L N * Joist Connection: Connect joist to ledger with U or LU hanger(not LUS),all holes filled with galv screws,Simpson SD9 or similar. ca CO 95 S Slab I- eL 03 1 L - ROOF DIAPHRAGM IS 11 R D, TY P° • Subgrade:Use structural fill or native material,compacted to 95%relative compaction.It is strongly recommended that all structural fill be checked by a W En geotecluical consultant. - e I t Underslab Insulation: May use XPS or EPS rigid foam with min,25 psi compressive strength under slab. If used,provide sad install per insulation I w •a-i manufacturer's recommendations. 0_ v, - - • Slab Thickness:Use 4"min. _SC (...___-> • Reinforcement: Use any of the following: - Min,#3 rebar at 24"OC,each way,centered in slab. W _ - Welded wire fabric,min-W2.9,6"x6"(6 Ga.),centered in slab.Splices overlap 8"min. CO- Fibermesh per manufacture's recommendation. CO Q - Helix micro rebar,min.,5 lbs.per cubic yard. CO 1 I • Control Joints: Maximum recommended spacing=8'OC,each way.This is a non-shactu al item and may be changed or omitted by Owner a architectural des zra • Vapor Barrier:Suggest a min,6 mil.,plastic vapor barrier under interior slabs.This is a non-structural item and may be changed or omitted by Owner or `er p D �a architectural designer. Z i f Structural Shear Wall Table© -Copyright ConstructionCalc, Inc (CCI) STHD HOLD DOWN HDU2 HOLD DOWN MSTC STRAP 12T zco-° ENGINEERS O 0°70' a LOWER ROOF CONNECTION PITCH MARK LL J LNod Stud Nail anchor TO SHEAR WALLS VARIES a. ,,w ±+.:, Nails are 80 L z ,au�ti Minimum MR required y(,. o z o oLL w un- Stud Edge/ Sill max ant, n the rim 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. '-'r_aao .ze cv board area. 0 Nails braced mat'1 Field Topplate & Block-in Topof wall Botplate spc'g/ a^•' t " " _ ROOF DIAPHRAGM EDGE NAILED TO BLOCK. N o o 0 g p g Nailed t - - NAIL BLOCK TO BLOCKING BEHIND SHEATHING (9 cc zyazw Cape-city, or height, Stud (see std spac'g @ Top plate studs at unsup- conn to Top of wall to fram- Mud sill min. "°° s ; Wi 16d @ 6"O.C. STAGGERED O oar x Call- wind/seis, Sheath- screws, max., spac'g, Stud st'l Stud Plate, splice, w/edge ported parallel conn to perpen- big,max. anchor to embed- Recta aa,r �" h 5 y out Eh, plf ing, min. Sides of wall size ft. max.,in. size, min° specs) spac'g, in. min° min° nairg edges framing dicular framing spc'g, in. concrete ment,in. - i , treated bur"' ROOFING PER PLAN wi-mo - . � 2 X 4 BLOCKING CONTINUOUS O a t 7/16"SHEATHING a "'f 10 24 2x4 Sawn 6/6@24 Con't 5/8" bolt ; wn0era &tsnnror� ii:c1.-� BEHIND TOP CHORD OF TRUSS- ziQo* 1E_ ¢�zm� default 6/12 16 Con t I. NAIL TO STUDS W/(2) 16d 1 , 1 g t z @ sheathing+blkg or 5/8" w ees the nails must have a I! I W7/16" OSB one, either side, sheathm or minimum8dets 2X6BLOCKINGCONTIN000S -- -MANUF.TRUSS 1PW 168/ 120 or plyo- apply directly 8d 16 16 2x6 Sawn 6/12@16 2-2x4 48 lap 2x NA A34 or LTP4 or H2.5 or 16d @ 6 Titer I ID 72/4 penetration into the FOR HANGER. " L wg11 z oil to studs 18 12 2x6 Sawn 6/12@12 w/ 8- 16d at 36" max. SDWC-15600, w/3" wshr. �L • stwroaa eve me NAIL TO STUDS Wi(3) 16d.- --�� go o tabulated resistances. Sim NAIL WALL SHEATHING TO LU26 OR LUS26 ��// o wo 24" max. See Or MASA7 Ce zmEo— See @ 6 i , Shown BLOCKING W/8d @ 4"O.C. FOR SLOPED TRUSS ` w o ° 24 12 1.75x5.5 LVL 6/12 12 orMASAP " W zm c @ -- USED SLOPED HANGER o LL � 'run. Typical Detail - wzzmz Tram - ^ m_ o_ j� corner - Vertical HDU with Strap - 1 _ SHEARWALL • ' o w a fO 4/12@16 d Installation Installed Over ( -, PER PLAN `/ �o� 2PW 490/350 (same) (same) (same) (same) 16 (same) (same) or 12 (same) (same) (same) 2x (same) (same) 16d @ 4 (same) 36/4 = Sheathing I 7 a o�< TypicalsrHot4RJ MONO TRUSS CONNECTION TO BEARING WALL Z i1:6� 3PW 630/450 (same) (same) (same) (same) 16 (same) (same) 3/12 16 (same) (same) (same) 2x (same) (same) 16d 4 (same) 32/6 Rim Joist ApplicationLU D opzw 48" lap 3x or same .., : i o0w8 0 both, offset 3x or 4x or I i F;z i- 4PW 1260/900 (same) joints (same) (same) 16 (same) (same) 3/12@16 (same) w/ 16- 4x or 2- 2-2x hardware @ (same) 16d @ 3 (same) 18/6 T§8, z - 16d 2x 24" 10 24 2x4 Sawn 6/6@24 CALLOUT ER PER SCREW OR RING SHANK OWNER APPROVAL 1. PER CALLOUT a; T1-11, 6/12(a�16 . . LOWER ROOF SDS OR g 225/ 3/8" min 12 16 2x6 Sawn 6/12@16 SCREW OR LEDGERLOK xPW (same) 8d, galv (same) (same) (same) 2x (same) (same) 16d @ 6 (same) 72/4 - RING SHANK PER CALLOUT m 160 thick at16 12 2x6 Sawn 6/12@12 k ` - PER CALLOUT r edges. 22 12 1.75x5.5 LVL 6/12@12 cE • — LEDGER a I.•'. TOP CHORD OF TRUSS OR xPW min.mbar , M ,� MIN.HEIGHT TO MATCH SIMPSON CLA1 335/ (same) (same) (same) (same) (same) (same) (tee) 4/6@24@ (same) (same) (same) 2x (same) (same) 16d @ 4 (same) 36/4 apn szx4 RAFTERS. LEDGER LOK OR HANGER vT 240 4/12 l6 zee_ SDS LAGS PER CALLOUT SHEAR WALL SHEAR WALL o Sd for az° "a-- PER PLAN PER PLAN PAGE: ,,n r lenOd' I. Y Min.end dish ee 1/2" or 10 4/4@24 ""d ""`° - T" Men " 5GW 200/200 both 1/2"; 6d 24 2x4 Sawn (same) (same) 2x NA (same) (same) NA (same) 36/4 PERPENDICULAR 24 of 24 5/8" gyp for 5/8" default 7/7@16 Typical STHD14 Typical STH014 Typical STHD14 Corner Installation Mid-Wall Installation End-Wall Installation PARALLEL CONDITION CONDITION N