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HomeMy WebLinkAboutPermit File BLD-2019-0716 3937 Rock Ridge Parkway (5) DESIGNED BY PROJECT DESCRIPTION PROJECT INFORMATION MIKETRAFTON NEW SINGLE FAMILY RESIDENCE SCALE e ZONING TYPE: R-2 CONTRACT DATE: 1/4" = 1 ' u.N.o. _ PROJECT ADDRESS: DATE _.- ----------------------- -----�___—_ _ 3937 Rock Ridge Parkway, Anacortes, 10/29/2019 — --- 1111WA 98221 1 /6/2020 PARCEL# P134313 CODE COMPLIANCE _:_ ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCES AND THE FOLLOWING: - PLAN AREASCD - 2015 INTERNATIONAL RESIDENTIAL CODE - _ 2015 WASHINGTON STATE ENERGY CODE - a _-- MAIN FLOOR �1454 SQ.FT. C7 - 2015 UNIFORM PLUMBING CODE --- - A4 II _ BASEMENT 693SQ.FT.) 4)I _ ` `� SECOND FLOOR 670 SQ.FT. 11) - 0 ��, -:-'' DEFERRED SUBMITTALS 1 =I „. � %.„. r � , TOTAL LIVING AREA: 7 SQ. ,;`kI ,�. � r 281 F '� T°r — — — -_ GARAGE 639 SQ.FT. _ } r ` Q. MECHANICAL HVAC SYSTEM DRAWINGS } ', ENTRY 260 SQ.FT. ELECTRICAL POWER DISTRIBUTION DRAWINGS r '1 � NATURAL GAS DISTRIBUTION DRAWINGS COVERED DECK 175 SQ.FT. PLUMBING DRAWINGS - _ -_ y -" ue' /� ROOF TRUSS DRAWINGS / CALCULATIONS vz :, '� +> OPEN DECK r 0 SQ.FT.-lj C� FLOOR JOIST DRAWINGS /CALCULATIONS - � if;A---yam: - _ PLANS s �.- �. `� _ ,� ----- LANDSCAPE - /il.< LIGHTING PLANS -- - :� c� w` OF ANAL i CABINET SHOP DRAWINGS i r::— - - '._ A4 CITY . .-=r PLANNING & C'' a ,:''" CUSTOM HARDWARE / BRACKET SHOP DRAWINGS ` ' FIRE AREA 3891 SF ,,r �.. .lid ter- s..�,... '"ram_ :,3 FIRE SPRINKLER (IF APPLICABLE) .. "sr- — '= '-" "` — APPROV ..I. FL SOLAR PANELS (IF APPLICABLE) - PERMIT tt. RO — 20/9 O7/ ELEVATOR PERMIT (IF APPLICABLE) a+ ' FIRE FLOW REQ. = 1750 GRM 7737 Rack .Q APPROVED El'. L GGy�nr aBrt '�' DESIGN INFORMATION NEAREST HYDRANTS SUBi CT TO FIELD INSPECTION =D PLANS HYDRANT: #923 SHALL NOT BE ALTERED WITH HORIZATION. DISTANCE: 71' o BUILDER: STRANDBERG CONSTRUCTION, INC. BEVYrk, U P.O. BOX319 FLOWTEST = 884GPM@20 PSI` \/ 1riESHYDRANT: o1FHE ( ) DISTANCE: 20FILE COPYz M/ FLOW TEST002GPM@20PSI sa a DESIGNER: MIKE TRAFTON - STRANDBERG CONSTRUCTION INC. � ,� COMBINED FLOW TEST = 1886 GPM o z o Win 2 MIKET@STRANDBERGCONSTRUCTION.COM _J m U z f • DRAFTSMAN: KANE ROEDER - STRANDBERG CONSTRUCTION INC. 3937 Rock Ridge Parkway, Anacortes, WA 98221 ORPROHAVE HYDRANT ACCESS JECT TO HAVE FIRE TOM MEET CODE SYSTEMN m a a a co › 5 KANE@STRANDBERGCONSTRUCTION.COM PAGE INDEX COMMENTS REVISION TABLE < PG# TITLE PG# DATE DESCRIPTION co- COVER SHEET Cl 11/13/2019 Added lot line dimensions Z V V Cl S ITE—LAN DSCAP E—STORMWATE R PLAN A9-A16 11/13/2019 Dropped garage and changed roof design I- COz Q C2 STORMWATER BM P'S Cl 12/17/2019 1. Remove retaining wall, courtyard and footpath 2.Update lot coverage ? W tc; C3 CURB , SIDEWALK, AND DRIVEWAY A2 12/17/2019 1. Remove courtyard slab and retaining wall per sheet A2 2. Remove buckouts for D16, D6 per sheet A2 H N 1. Decrease conditioned SF per plan, 2. move water htr., 3. remove windows 15, 16, and 19, 4. remove door 16 W LL Al ARCHITECTURAL NOTES A4 12/17/2019 NO STRUCTURAL CHANGE o w w A2 FOUNDATION PLAN A5 12/17/2019 1. Framing changes per sheet A5 a I IE A3 FOUNDATION DETAILS ~ U A6 12/17/2019 1. Add wall framing at stairway per plan, add door D31. 2. Remove D6, courtyard and retaining 0 A4 BASEMENT FLOOR PLAN A7 12/17/2019 1. RoofframingchangespersheetA7co A5 MAIN FLOOR FRAMING PLAN A8 12/17/2019 1. Remove roof deck at Master Suite and door D24. 2. W20 becomes 3060 Case- egress. 3. Reconfigure vanity and tub in Master Bath co A6 MAIN FLOOR PLAN A9 12/17/2019 1. Remove roof deck swo‹ A7 2ND FLOOR AND LOWER ROOF FRAMING Al 12/17/2019 1. Framing changes per sheet A10 o§Lo N, ou-z0 A8 2ND FLOOR PLAN Al 1-A16 12/17/2019 1. Plate height change to 10' at living room. Sections and elevations updated per plan �o=< U"/_�• O. mdV A9 ROOF PLAN IJJ awcaro°= Al ROOF FRAMING PLAN w �th, 2 FY2 Al 1 BUILDING SECTIONS U) Nw p= •nw° Al2 BUILDING SECTIONS w=N0` = o Al3 BUILDING SECTIONS W =aa�� Al4 EXTERIOR ELEVATIONS komNz¢ 2 0 A15 EXTERIOR ELEVATIONS NZ2 U =lr A16 EXTERIOR PERSPECTIVESgS1 STRUCTURAL NOTES o- w. � S2 ENGINEERING INFO BASEMENT PLAN =.0_ • Fw S3 ENGINEERING INFO MAIN PLAN OWNER APPROVAL 0 S4 ENGINEERING INFO UPPER FLOOR PLAN INfTIAL Q PAGE#: z f) 11Kf1]1 11211 0 Z y• p J/}J 2 1 2020 _ PAGE'. ') r1TY ANA "I s 1 of 24 N -- DESIGNED BY is MIKE TRAFTON SCALE 1/8" = 1' U.N.O. Fe DATE 10/29/2019 12/17/2019 1 /6/2020 MINIMUM TREE DENSITY C3) „� ANACOME6.MICCDE-1650.070 Calculation of the Total Tree Units Required.The total number of z 470 p tree units required to be provided by a regulated project or tree Z .,e ��� conservationpermit approval listed in Section 16.50.100 shall be SAM calculated by ividing gross site area, minus any public or private — i /�� SLOPE street rights-of-way,by one housand Table 16.50.120(D).The W(1) �p —60!o co � � //? ��`\ ,I/,``�- result of the calculation will be the total number of tree units required for the project pproval within the building site. a • ! LOT SIZE : 9,203 SQ.FT. I TREES REQUIRED: 10 W /" '�,,act / ,.� � ', ° �� LOT INFORMATION :- a ��)���iy��ii�•���� LOT SIZE:9,203 SQ.FT. O r V ill' ,\C2 �y' ` —_ CLEARING LIMIT AREA:9,203 SQ.FT. .- BUILDING COVERAGE 1 SQ.FT. Z 1.` -- SQ.FT. / C S62 \, MAX U C VE GE(35%):3 22 Q „. 111 ' ACTUAL BUILD.COVERAGE(31,06%)=1,947 Q. Z Zi /1 �`\```�` Ala I c� C2 s,Y�;'ri' in��e` /V/2 o,� 14Q'�. . XIET ", SOIL STOCKPILE ,O T�� I �� IMPERV. ROOF AREA W/OVERHANGS :4,322 SQ.FT. FF / _�. IMPERV.DRIVE&SIDEWALK AREAS: 1,625.09 SQ.FT. 05 �� \ II(MAY BE LOCATED AT;�O ^ NcF/ e j0$0, TOTAL.DIVE&IMPERVIOUS AREA:AREAS SQ.FT. Cr IIli I I / d` ��\ 1 RR DEVELOPMENT % STOCKPILE) N o ° / \\ N / e o" � _ PARCEL# P134313 Q / I,j •♦ c`_ e P e RK r d \ d ` ✓ �� ADDRESS: 3937 Rock Ridge Parkway,Anacortes,WA 98221 r/ MAIN LEVEL `�`. j a �E" !'-3' ° I COVD DECK- 175 SF o 0 o r OWNER: REINSCH <thimme • �t GROUND LEVEL A9T d d d d 4 G 4 -. II I A"COV'D AREA-124 SF 2p'8 ti - o ` a ° PROPOSED DRIVEWAY _, - , I 47,7✓( 2')• 477' ��`U`4O/ N- — APPROXIMATLY2,375 \ ' ( G 3FT / Q f SQ.FT OF SURFACE AREA ° ° d a d o • • / 1505 SQ. FT ON LOT 2 478'- d d d — _ I _ o o a E ( Deciduous Trees p f d d e d d _ __ d d Quantity: 5 _ 5'-1" !7456 +2' ROCK RIDGE SUMMIT a`y) ` �^� e -� \� ". b a / v d 1 d w ai E LOT2 �'` 479' a �a •d c \av i e ° n I ° V e o KY O 0 �� 9,203 sf e o ' ' - `�� s �Q��iilr�i��4i - iw i `� d �'4 d -i d vim\ /r Z W M 9 d d d dd \d >, e c _ a M a a , o ° .. ec. ° o . _ a o Conifer Trees w x M o 0 ▪ e o ��" . . c Quantity: 5 • o z m o W. N do cn- \ b S 0 MAIN LEVEL0\4111} m � I d d d 'A. z$ V&Y d d .° d`, d - �- � Q OZ 2 m W ° ° c' n-' ,� �. N ° %ir nl\1:�� III (1Q D_ M �/'i1119Pe 5' 0" 486.5' ��� o o P I NOTE: • ORIGINAL GRADE PATIO100SF ° ° ° - CLEARING LIMIT TO BE ENTIRE LOTW476' \A3 47T P o P I 10ES :a - COVD ENTRY-260 SF d d d d d 478' �`ACCESS ESMNT. -;-a STANDARD HIGH VIZ. CONSTRUCTION U N FENCE TO BE INSTALLED WHERE HIGH VIZ. -� 478' d IV /it l�at �-o c r SILT FENCE N/A. 'L o `/ m I - CUT AND FILL AREAS TO BE ANYWHERE HOUSE, ti Q m ,-0 r GARAGE LEVEL ;c6 n - d �/ or, p,r/y�µl ` �r° '� Idr�� DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL z _ Q Ocu P APPROXMATE, DEPENDENT ON FINAL GRADING. Z - T z ' �\\ 478'• -479.T z _ z o \ Si f / - d \ / ® CONCRETE WASHOUT AREA LOCATED AT U I„U N o \ \ cu AVG. ORIGINAL GRADE N w a; V ROCK RIDGE DEVELOPMENT WASHOUT LOCATION. {� w vi. d Li a0 m • 477.5' ,\', \ \ " / �? d , t i d ® SOIL STOCK PILE MAY BE LOCATED AT RR N c �1/ T7' ° DEVELOPMENT STOCKPILE I I o- 9 a \\_ ( 477 _ o SOIL TO MEET BMP T5.13 REQUIREMNETS IY o , c2 - \\ 10 04 ° o P iri �( a. __ w _\• _ d FINAL LANDSCAPING DESIGN TO BE APPROVED AT A Z U 20' BUILD G SETBACK O , 4_75 474' STp 469' ,... z 0 16' 0- LATER DATE. cc o _ / �� �, d '\- FINAL LANDSCAPING DESIGN TO MEET ALL CITY co o) — — --` i - � — REQUIREMENTS. { �nj — HkVIZ Stt I I tNCE cz __ � � /` - Z r - T LIMITATIONS\ N 7\ - ,--_ • SETBACK & HEIGHT w ____ ___ - P SEEP C3Fz " AGE OR -- "� a d 4 MAXIMUM FRONT SETBACK 20 N - / � - d CONCREtE DRNEWAYZ / \ �-:a APPROACH DETAILS o p o o z MAXIMUM SIDE SETBACK 20 FEET FEET I Z boa° A �`� J \ a MAX 20'DRNEWAY w z o I-u) \ d WIDTH PER STR-280F MAXIMUM REAR SETBACK 20 FEET a°g� __ . }-- W \ / �-" • "' ° �;-J°- - • ° EDS STANDARDS D. � J a o N88' 42' 48"W 100.56' a a W U y �aaoc& COVERAGE CALCULATIONS Qom )1 LP \ __-------_ U � SQUARE FOOTAGE OF THE LOT: 9,203 sf <aw �/) �iFYi FOOT PRINT: 1,947 sf V J sway COVERED PATIO/DECK: 179 Sf riiwa al w��a� BUILDING COVERAGE: 1,947 sf w5� li 3,221 sf —Z uai aoo ALLOWABLE BUILDING COVERAGE: gciawLL O2 LANDSCAPE PLAN Q aY��= SITE —STORM— zw 179 sf aiy,o � Z COV'D PATIO: w.-aso w N CATCHMENT 1,625 sf '-ova. O DRIVEWAY AND WALKWAY: IPrior w al F- BASIN r SCALE: 1/8" = 1'-0" W �/ ����z Ct gnu IPI N TOTAL IMPERVIOUS COVERAGE: 3930 sf(42 .7°/0) ROCK RIDGE PARKWAY ap=. PLAN AREAS 0 =w=a Minimum Requirements #2 BMP'S op°W U N MAIN FLOOR �1454 SQ.FT. o= N BMP T5.13: POST-CONSTRUCTION Aare C2 SOIL QUALITY AND DEPTH ;t BASEMENT t 693 SQ.FT. OWNER APPROVAL it BMP C233: SILT FENCE SECOND FLOOR 670 SQ.FT. WATER 1n BMP C105: STABILIZED CONSTRUCTION TOTAL LIVING AREA: 2817 SQ.F . lenwc o Cz ENTRANCEXIT Pncex STORM DRAIN INLET PROTECTION GARAGE 639 SQ.FT. HYDRANT 929 © 1-40.20-00 C 1 a 1002 GPM ©20 PSI ENTRY 260 SQ.FT. : ® BMP C123: PLASTIC COVERING PACE, COVERED DECK 175 SQ.FT. 8 o sQ.FT 2 of 24 v. AV HYDRANT 923 e BMP C154: CONCRETE WASHOUT AREA OPEN DECK 1 884 GPM ©20PSI a BMP T5. 13: Post-Construction Soil Qualityand Depth DESIGNED BY BMP C1230: Surface Roughening © BMP C235: Wattles 0 BMP C105: Stabilized Construction Entrance / Exit p MIKE TRAFTON E Purpose Purpose Purpose Purpose and Definition SCALE Eo 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: „ I si provides for sediment trapping through the provision of a rough soil surface. Horizontal depressions are created by that is wrapped in biodegradable tubular plastic or similar encasing material. They reduce the velocity and paved roads by vehicles or equipment. This is done by constructing a stabilized pad of quarry spalls at water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration; water 1/8" = 1 U.N.O. E 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 1 0/29/201 9 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 12/17/2019 - 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 1 /6/2020 - 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. Applications and Limitations additional materials will enable the contractor to install them where needed. - 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 0) for one to two seasons. and vegetation. However, establishing a minimum soil quality and depth will provide improved on-site Q �. - Prevent rilling beneath wattles by properly entrenching and abutting wattles together to prevent water from management of stormwater flow and water quality. Soil organic matter can be attained through numerous Z .a� � - <� �.a „, passing between them. materials such as compost, composted woody material, biosolids, and forest product residuals. It is Q NOT TO°c-LE a R Z. 41 ...� ,� important that the materials used to meet the soil qualityand depth BMP be appropriate and beneficial to�. ,�, �,� F,,� _ - Design Criteria p pGy � , - 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 andQ .� ` i3aQ - Narrow trenches should be dug across the slope on contour to a depth of 3- to 5- inches on clay soils and i do not have an excessive percent of clay fines. This BMP can be considered infeasible on till soil slopes:� _ �. G. g NN soils with gradual slopes. On loose soils, steep slopes, and areas with high rainfall, the trenches should be greater than 33 percent. I ;t i;F Q dug to a depth of 5- to 7- inches, or 1/2 to 2/3 of the thickness of the wattle. _ Design GuidelinesSIN) III ly �a v� - Start building trenches and installing wattles from the base of the slope and work up. Spread excavated - ` Soil retention. Retain, in eanq undisturbed state, the duff layer and native topsoil to the maximum extent tar material evenlyalongthe uphill slope and compacted usinghand tamping or other methods. Rc2. - practicable. In anyareas requiring gradingremove and stockpile the duff layer and topsoil on site in a ,=o P P p P 9 rc▪lu �� , - 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-'kn -erg do +.n - "`. .� ga» '--_`"� portions of the site where feasible. miC) a -a rainfall. The steeper the slope the closer together the trenches. ;he.'s r _ ` 1i �• �� � `"�a - 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, ....•�..c -nt;Lrced. eru .:- �� c- `_ate - Install stakes at each end of the wattle, and at 4-foot centers along entire length of wattle. Ills'�yI k incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, - If required, install pilot holes for the stakes using a straight bar to drive holes through the wattle and into I- demonstrate the following: Tracking - -y ° ° the soil �' , - 1. A topsoil layer with a minimum organic matter content of 10% dry weight in planting beds, and 5/D - Wooden stakes should be approximately 3/4 x 3/4 x 24 inches min. Willow cuttings or 3/8-inch rebar can '' y - - organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the undisturbed soil. ai i- also be used for stakes. _ _ _ _ _ The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of Insr:I:the way •'Prai - Stakes should be driven through the middle of the wattle, leaving 2 to 3 inches of the stake protruding -i t'_-� Si r• t_ _• _. incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be 1-11I nsescecec^°1esent 4•'-2'qu�7 " scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where 1-11_11- above the wattle• . spasm �. _ _ _ p pp y u=n=u= -0ii. nu Maintenance Standards feasible. Ilimml Ulf , 1, _11- - Wattles may require maintenance to ensure they are in contact with soil and thoroughly entrenched, /" • a • 2. Mulch planting beds with 2 inches of organic material. - - „'111'll,lit,",1 especially after significant rainfall on steep sandy soils. GectextiM / / 3. Use compost and other materials that meet these organic content requirements o `-C' 8'rr =II neI _ a. The organic content for pre-approved amendment rates can be met only using compost meeting the T_TD_ r?ST,; i :150r•• : " 'I compost specification for BMP T7.30: Bioretention Cells, Swales, and Planter Boxes (p.959), with the 1 n=n 11_11_11- -p "� exception that the compost mayhave upto 35 /D biosolids or manure. The compost must also have an =11- 1 P P P 11aIil=.n-_ I I, t5•,ni,. organic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen =n_n- 1=11d1 - 1 Contour Furrows ,1. Dcveaap `le:e: 1- \` ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands 11-11-11- . 12 r n•-u-r c.•esa R IL=11 Jl `-'a•iru-- !E.'ECU'EVENS of ha region. -iiii i1-_ r.din g ' °0-ii 'e 2a2 ' b. Calculated amendment rates maybe met through use of composted material meetingE •ii ii=-n . g p (a.) above; or II-=ii=fi ii - S -a I - cti ca :r::- o -. -.,.::: :a'c-;ea: -5l II=11=n=11=1 - = hs EccrnnrJr.du: p 11-11-11=11.- �1-11-1 ` 11�`I :he e-�nce be of -grey x;e; other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the °.". 'info .rd;le:re=se--'c-. I1�=�I-11- . 11-�1-11-11 �,,1, f ` c•canedse:io:run:'f a'-= contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220. ° u-n=.n-n-_ . =n=n-n=lr=n =11-11.=.11-11- -11=.11=11=11- cra •-s off the pad. U unn=n=T-u I u'�, The resultingsoil should be conducive to thetype of vegetation to be established. N =II= NOTroscA_E y� _ 9 N I_ • I Implementation Options: The soil quality design guidelines listed above can be met by using one of the Se, c llta Figure II 4. 1 .5 .,;r`31;';i e rY �� ,�,,, „ methods listed below: co p r Illiiiiill Surface Roughening by Tracking a6 abut Figure 11-4.1.1 1. Leave undisturbed native vegetation and soil, and protect from compaction during construction. Z o m cn Wia and Contour Furrows U7 v l Stabilized Construction Entrance 2. Amend existing site topsoil or subsoil either at default pre-approved rates, or at custom calculated rates rY are H '`Aa-�'E`,- ` 12 eased.-ne:D - � �` S _,�-.;E.,- ,: _ Re,sed--ne 20-f based on tests of the soil and amendment. o Zoo - co 12 ECOLOGY -ease see a., yc•;coy:4h^tr.:,I:r.c.}-ght•.._ :•ng pre ssto-s. �� ECOLOGY 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be - - °' ¢ o c ' ed '� =sase,_-•• ,r.;y'cs:a„"g:Ar•ok• :- r..-ght--•:e ice:..:ng pe^u_u;. Q oZ 2 ::a:e :f::a:r,; I-latcn d : fly an: saa-•s. .,� -.� • ^is ' Cr' , :r iT:T..:- I- ;a:u,C- :'_IL1 an: ,_la amended if needed to meet the organic matter or depth requirements, either at a default pre-approved rate fn g d ¢ a. 'c• '-xst3-an,; , or at a custom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. © BMP C154: 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 Q :going de:en:a depth and organic matter quality standards, and is not compacted, does not need to be amended. Purpose rso e and ' f , P slogssteteec-ess 4r/i $eill,elll organic^.,aaer, ., 1. Size the below inlet grate device (bigd) for the storm water structure it will service Maintenance v co- Prevent or reduce the discharge of pollutants to stormwater from concrete waste by conducting washout off-site, or ?� / arc na:ve seeds are - Establish soil quality and depth toward the end of construction and once established, protect from w performing on-site washout in a designated area topreventpollutants from enteringsurface waters orground water. `�,, ! cap"" behindther''5. 2. The bigd shall have a built in high-flow relief system (overflow bypass). compaction, such as from large machineryuse, and from erosion. -C P 9 9 9 Y YP ) P 9 w - Plant vegetation and mulch the amended soil area after installation. p UJ 0 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_ Q c Concrete washout area best management practices are implemented on construction projects where: 1 - - Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than - Q - Concrete is used as a construction material. 8-01.3(15). continuing to implement formerly established practices. H vJ - It is not possible to dispose of all concrete wastewater and washout off-site (ready mix plant, etc.). I ` r 3-s t�1`��R' Z - Concrete trucks, pumpers, or other concrete coated equipment are washed on-site. Note: If less than 10 concrete • �+ ! sir-m'Lla s MAX W 3 LiJ CD N trucks or pumpers need to be washed out on-site, the washwater may be disposed of in a formed area awaiting fi concrete or an upland disposal site where it will not contaminate surface or ground water. The upland disposal site 5a¢e ` -t �- / , awruce GRATE I 'R'�, Ski a) shall be at least 50 feet from sensitive areas such as storm drains, open ditches, or water bodies, including wetlands. f� via,, ���"�; U /r LIJ Stake ORATE RIME GI .Zv.K 25a,(nI17.1 II \ O �/I�� �w7/ M1..TFStrata c8-.nacraccn rec.res:he a actin-_nt a-a.se:�'e slaking SEDIMENT AND DEBRIS ` 0- (s / of the ro:.. i-a:rendL 5'-5' 5 :.rr•:etc..mg or centaLr. II OVERFLOW BYPASS 0 Ranan.st-ct se acaed::cn-nde-rsam°-a9, SOT-_r S,.__ - a-_ loco n:. Ian a LL 1_1 1 1 I I I u,5s-es 3a ..tag Figure ll 4.1.'14 D `st, alla I� f { e 5._'--` BELOW INLET ORATE DEVICE 0, I_I l / I. J/ -� Wattles tittles - I,r/ `.e.,,.. :,.r:er FILTER(D M Ber1'1 ,- Sanebag \,E 7- =- _ ,tie WATER - -� '� 1_ niIplas6ci Ing ECOLOGY ae.- �!- . / ...ry r.a it!" or�'y':.: .. . :-ght . .:=J Pe^,,.I,, a. o a _ _ .� ...�:a :r _, r::• I--:a:cn cp..-`il:j.an: :saa o az< .:a =5 I I A I IIBMP C233- Silt Fence -cocci-cocci= f f © BMP C123: Plastic Covering IIIII Purpose (n w¢LLQ oN=U I I i I I seen • • Use of a silt fence reduces the transport of rr° OW2° Lu Z 0 W0-W \ Purpose coarse sediment from a construction site by 2 `P-gg I I / - `� I I Plastic covering immediate, short-term erosion to and disturbed areas. • p5�° q 1� providesprotectionslopes , providing a temporary physical barrier to aw.� I_I 1I HI Section A-A ° W0°� sediment and reducing the runoff velocities of o=°W W . '1 C•=5: : 'In; D D D uWtLSGEo 1t yWoarr.. Plan r.ctes. Condition of Use • - overland flow. See Figure 11-4.2.12 Silt Fence -Rtct+Iroun.TEswne RETRIEVASyp1T,(TYR: �/ Zkos° Acta a,:.,: 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. Et o ego die-n-ed n:-e=ie. : as stated below. SECTION VI (j_ °a.-w J Type "Below Grade" _ Aancrer fenst2.II W =x'i<i s;gn shay be i-sr,ne: Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively rapid NOT TO VAI F Conditions of Use y W c N so WWR$ w:hn a l,of:-= breakdown of most polyethylene sheeting makes it unsuitable for long-term (greater than six months) -RECTANGTL AI/WE Silt fence may be used downslope of all r ' , �I_ 1- w22=0 RETRIEVAL SYSTEM(TYP.) O I� y O~ _� :, r,- •,. •, t rrT orrg ere applications. disturbed areas. &w� - 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 �i i L Jo 3 adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes. _ =[� water from going beneath, through, or over • 0aCe W °'' r'ez Plastic sheetingmay result in increased runoff volumes and velocities, requiring additional on-site . =W W°� E I. e:u e,fas:e Eo y q g -___�( the top of the silt fence, but shall allow the `; ` wa<l= :;n. ;- measures to counteract the increases. Creating a trough with wattles or other material can convey clean �''® ram`-" water to pass through the fence. o°0 �,o� - ' - - :Er''e;e',c:' 1\'i water away from these areas. - Silt fence is not intended to treat N°=�� :=1e_ _ ► ='='=s ._ To prevent undercutting, trench and backfill rolled plastic covering products. - I '' concentrated flows, nor is it intended to treat B4OY.AET�TE ` ° i° °"�`"" w�=2= :la=:cl g - - While plastic is inexpensive to purchase, the added cost of installation, maintenance, removal, and substantial amounts of overland flow. Convey Nw�� . . . ° _e / -L _ disposal make this an expensive material, up to $1.50-2.00 per square yard. any concentrated flows through the drainage O so�Q R - Whenever plastic is used to protect slopes install water collection measures at the base of the slope. system to a sediment pond. MR OF 4 swow 3rake;cyp.: These measures include plastic-covered berms, channels, and pipes used to covey clean rainwater away BBON11lFrDRATEDEVCE , • Do not construct silt fences in streams or <w�� Section B-B from bare soil and disturbed areas. Do not mix clean runoff from a plastic covered slope with dirty runoff � � rP use in V-shaped ditches. Silt fences do not Q' CO c,c°° OZN_ from a project. - provide an adequate method of silt control for ISOMETRIChE1V CERTIFrwTEN000X* w<o= 10rcilGas::lin: g P 1 q _ r�°= -tt:-E 2:.(e: 3 ; swans anything deeper than sheet or overland flow. *n v� - H ` :a r_. ,e IAlo.rwiAICLIBa � OWNER APPROVAL Q STORM DRAIN r Type "Above Gracie" with Wood Planks MART N.`JtF - -_ INLET PROTECTION NOT-O SCA_=_ ISOMETRIC VIEW CQ TtricA,E NO 00059e STANDARD PLAN 140.20-00 d........reiC 'weal:.La.r�.-a sr•Tr Of SW INITIAL a smww ""J APPROVED OR NISL✓ETON PAGE# o In 047 2, Figure II-4.1 -7a STORM DRAIN ""`°a'"e"` om 0R1ls INLETiiiiiiiiiiill PROTECTION .w.4.r.+.rrnw..r C2 we z U Wa Concrete Washout Area STANDARD PLAN I40.20-00 Rev-sed._anti SHEET+OF 1 SHEET E _ =PAR-I/El CF APPROVED FOR PUBLICATION PAGE: 0 ECOLOGY P=ase seE ,.. AA,..e_ •tea cw; ht.. rre fcruac nace r er nr5 ic-B. Pasco Wrath■ OL20-07 g f r a `� i'•a YgM 9P ••"�'••_ 3 of 24 N G tale cr a as ll lc::r nntaticncfl;tdr an as.lar'e-. •E...+...a..o..._•Ti_..._. Co DESIGNED BY STANDARD PLAN F-10.12-03 — CONCRETE CURBS STANDARD PLAN F-80.10-04 — CONCRETE DRIVEWAY ENTRANCE MIKE TRAFTON cy E SCALE a MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS 1/8" = 1 ' U.N.O. VARIES(SEE CChTRACTI FACE OF CURB --} VARIES 12"TO 24" FACE OF CURB -- FACE OF CURB FACE Of CURB DATE -- VARIES "-- 61A2• 61/2" VARIES FROM 6'IIN) TO o'IIN)- F .r-'- . ...IL '.JIE I) '-RES(SEE CuNI-AL'; I' imTO22" 1" , MAINTAIN 1H 6V SI3PFE,.:--;_- 10/29/2019 81A2' t" VARIES /'(INS ON SIDE OF CURB IrcT 1.111.11. 1. _ R ExPAR IRN JOINT;TeT',1` fl\I;I I -'i F, DPI i T(B0 R ME CONTRACT) 1'(8i)R� S'pM R - ~FI IFNT'PO 01 r�lv CONTTRACP, 9 f'YP,} ..__NO L..it -- ► ^ E'. A"I-_ \ R SEE BtaNDaRO PLAN F•SO.tO MATCH ROADWAY \ i /// MATCH ROADWAY Ur ON)R T MATCH ROADWAY MATCH ROADWAY s � I . 12/17/2019 • - tJ I •. ..':I�' rNTCONE RE'E'3 R. L STANDARD ILL__ P N f.33.'1 / s. tti MATCH SIDEWALK',MDT-_ I /� .) . • ° • ,° .. �r.• • o • - r .° le� •° . . .. � ?/ dSEE CONTFTfICil - _ b ,o ' o a' b' , • ' • ° R.j- ° ° b FLUSH NTH NCE -- 'tN}TCURB /' lint...„.......,...../..- r `t� RAMP ENTRANCE -"Z' 1N VERTICAL 'J ON-'�5..- -_ _ . CD ' IQ' 1.. I T-8" ` '\� Z DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION ===ME=� nillil TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURE{RAMPS AND a) DRIVEWAY ENTRANCES P_AN VIEW l CFMrNT Ch^.P.-' 11%T DRIVEWAY ! LLI B CEMENT Jtir'gh t p IA'ER FYI'.) Q L — USE THIS DETAIL — TYPE 1 CURB A\Iy:r�, - AND GUI ILK;S_L ' ('VPr TY6:I C DRIVEWAY R. HANti- PLAN VIEW \ sox SI OPr (TYP,) ', Wher f rl-I'.•eway wldli exceeds 15 ft). ERnstroRt a full dept' TYPE 2 g- 15 IAA7C(SEE NOTE B) <IE5 15 WA.TSEEvP. NOTE 6 exp.J r�:inr of J with 3/B' (In) 'Dint tiler along the driveway tented-xi, z':NI)LIP BETWEEN 1Is ON)R •;�;t i:.t- :JNfRAC") dTrP.) Set Standard Plan Fa'}D,1D, C.Onsi uct expansion ',oh!: .a II-:I ROADWAY GUTTER 1:)' iINJ R a• CEMENT CONCRETE NOTE �Ir-aR GRADE ORAIJ BREAK wNI I .. 1110 >= CURB RAMP. LANDING III .• aS r':qul•ad at ib' (ft) maximum sp n I' a °•'I ;=E FA., : ;..r COMPACT: r AND CUR3,OR SEE 1 CEMENT CONCRETE OR 1:7"(IN; R. OR DRIVEWAY ** BREAK NO' S'EEPRA 1^A5 ,k* "v ,ILL"i:r P v.Id la. Lf.L7D �'� i fl.;, ::ON IRACI LANE b ` ASTRA.T CONCRETE 1"opo ENTRANCE 1 See Standard Plan F•30,10 for Curt: Exparsion and ROAD GRADE b • SIDEWALK OR PATH VARIES MICR R CDni•all on Joint spacing and see. Standard i. `r-e Standard Plan F 30.10 f.-Slde'aak .etails. kJ H, 1- `- •.•,. : LL-. j I r _ALP:L .LJ CURB AND IF(IN)TO :IN) Specification Sections B 04 and 9-04 for `•' ' ' j; "= ''—t s, (:.. b Ora u+:Ber shaar' seer . d:nrha:a I'Ians for :he P r<=?NOTE a; - add Mc la! uirehr orts - RI N RAMF - ° • •" -- - A PEDESTRIAN RAMP -_ a'#I 1� - i,• O :.J'c design specified, See Standard Plan F-10,12 ha -- (ItiC 1 / L i VI )NCRETE n >111111111111 ;•' '. f C..'U Dela IL.. '.• • �r�� l 3.13- IN PRLMOLDED JOINT FILLER E ~ �_VIr(IN}EXPANSION JOINT:Tip,.�- DRIVEWAY 'WHEN ADJACENT TO CEMENT __ 3'1'(IN)PRFMOI DFD SKIER :-rE,: SECTION Lk) SEE STANDARD PLAN F30,10 4. AY0ic placi-g c-,I-ace S r ..:Lr:S. L rcic^ ROXes (SFF NOTE 7: .:II : c ".I K.-1 CONCRETE SIDEWALK) JOINT FILER or other obsrur-iars in Fr •r c J'Ircwnj - tr110es, DR(VEL.AY RAM:' LS IN LIP StI'I^Jtt\ `^ 3'B' SEE ES AN I. hIJ_IhI ;rYP.; - � ROADWAY GUTTER 5, Where "C+KA.J- FHFAK' Is r.-illyd 01.• I••= entl'e length of the S'Annaa...PLAN F�,10 SECTION L J CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB rl ;Sit CONWRACII AND CURB(OR SEF Ilse between the two adjacen' St I P :Iri ies snail be fhLSh. LMM CO) CONTRACT) 8, Tie edestain AT CURB RAMPS, LANDINGS, VT(IN?F;. Re n Ramp lergth IS n i LI'c t - exceec15 feet LEGEND Mith. AND DRIVEWAY ENTRANCES P P,' R DEPRESSED CURB iJ'flc s one-wise shown in the Gor-.r�.t lI s`. Vtlher applying SLOPE Is EITHER DIRFC-f•^.'. ` (SEE CONTRACT' i AND CJI'ER the 1.,=0e: max. length `meaSJ'ed For' ' : k of sidewal() the - —a ' * Tn '= r ;SIT NCT1- r' ` Lb%OR FLATTER RECOMMENDED FUR w —r• • .• , . _- runnIr:; Slope of the pecesi-Ian ram. Is nil j r cC to exceed 8.3 OESIGNTORMWORK(7 k MAX,} aTRlf' - • ' •. . Use a slrRle ronstant Slope from bolt"•r n riMp to too of !SIT / �� -- 1 rampt0 match into the AEYi1AIk over a horl20ntal distance �y°6r t FLAT TER RECOMMENDED FOHER,(. F!. z , J1 N.1;y/ DRIVEWAY RAMP of 15 feet. * * SIGN:FORIAWDRK ASV:MAX,) A p1 -"iik� et W FACE OF CURB --- - FAIT CF CLJRR -- FACt OF CU. - 'r cr. -, •�`Yr 7RSVEWA" ?_S• I zAI.A\S1CA _'.IN I .I}'•'•I (SEE Na I E 6; v �r�! h. ! VARIES it TO 24- S C s f ra sir STANDARD PLAN T.31,10 '3• - FACE OF CURB s `� "� :'p (SEE NOTE 7J 7, Bayold Wits shown, Pay Item does not Include driveway. r , m VARIES ? T 1M' :� " • :I' f-,' Sec Co'1Yac:Plans. IA i . •: s I r 10"Tone 1- 81i1 P. IJ'1 £2 SECTION B I "CEMEsT CC\L :TE DRIVEWAY •a lI,, N,'T/ I -- .g (SEE CONTRACT) 1 112INS '(INI R e �r,: z `-'/ ENTRANCE'+'_- PAY 1 RJITS tp'•. m. ; f� 1" O\ *4. 3n]6S rvD k' DC 'CEMENT CONCRETE DRIVEWAY O CONTRACTION JOINT:TYP,1-SF=STANDARD PLAN F ]O.1D Off\ ,{8, res;eu��0 �41 3 1"(IN)R l T'(IN)R. 1R' N8 R i-Sal)R� E' 41 5 TE LL tNTRANCE tYi*= 1'PAY LMN 15 R RAMP LENGTHS GREATER THAN 5'- PRUVI=E ,tcJ,�G!t+Tti a ( IQ•ON)R -rs _ yl+ CONTRACTION JOINT FClwl I Y SPaC='1 e r rll\ r,-, S �� 0 lo- ROADWAY } b. r ° •I b ROADWAY +... IN ROADWAY le! b R(YAnwAY m DRIVEVYAY •� ' ...."`% `� ~ '•u•• ••., ,O 11 •a L i Hairy,l ecleriiii:H.. ,ry_ �,1 • •nl,. .,. a - • + t" �-� ( _46 f May 621JId 1-11 Pnl (SEE NOTE 7) <prL sy ! ? CV r r a :.ii .f� to- i ° ° I CEMENT CONCRETE CURES � CEMENT CONCRETE u) n c T' > ' / • DRIVEWAY ENTRANCE o x o, frl.el> -rhNr.cFTr / � TYPES 1, Z, 3, & 4 z o °PEH STAnwIRO�EC.sAf.i I'ER STANnARD SPEc'sa'3 STANDARD PLAN F■ M W Mr WZ O O LLl c'J• ' t r _.. STANQARQ PLAN F-10.12-03 /J/r/f , ►�' L 80.10.04 a X mSH T H / O - rn1 8r4• 1 a••r' 8 ill' 8 iM' EE t OF 1 S EET f� / J J m Q O m _, !Rita. ._.�_.-.� APFRC ED FOR PUBLICAT ON `L='- ` L I �I I I .I I ..l i. I I %'I 5 Q p Z = 3 W ilk a E CE5UV_rw.n: F : d : P• DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT N VI. IL>ISOMETRIC VIEW ' ISOMETRIC VILW + 1k , O. ,:h :,i .l u,Wp wud,i,gb•, Sob Depthrnms al Trm,Apenmwn TYPE 1 - PAY LIMITS TYPE 2 - PAY LIMITS .a CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURBWI w U0 STANDARD PLAN F-30.10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE z 0 W o U 0 co MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS z 1.-0* SIDEWALK .J SEE C s 1J2' I vARIrS FOR SIDE TREATMENT SIDEWALK B ill 1 ERC^Mr: 3'e'(IN) NDARDExPANsioN-:TIN-(-YER - Z T ;SEE CONTRACT'LAIR: (SEE CONTRACT) ( ++---- ---- CONTRACTION5 Ill 1^R' FA.L ::UR tl FINISH(`VN., Stg STANDARD PLAN FJ0.10 Ill (O N+'•0^i 1'-O'• SEE OTHER SIDEWWLK SECTIONS {SEE CONTRACT) I `� Nr:;: ROUNOINO 1?(N-0 R.(IYP.) \ CURB NOT INCLUDED IN BID i'EM- 1 • CEMENT ,�, �•—' - LK_ o —i. ALK1� LJLJ - ° SIDEWALK S I1 t o _ •i•m R_ ° ' b - Rw :,nJa,, 1 * _ �` N - x H D_ NI cu co r VARIES •:I' U s , 1. . ° ° N - I \ - IEEE CONTRACT) W �` SEE RAISED EDGE i 9la•;118 PREl00LDED SEE CURE -ACE DETAIL _• - • • �f DETAIL-THIS SHEET JOINT FELLER •s ' I _ « ;V8'lIN)EXPANSION. I'. I rl . - r_ ' 0 U 7 • I \\��l\\\\�" ( « SIT STANDARD al AN f•50,10 i \\'�\\\ BROOME() CC '^ C[ WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE 1�s �\` FINISH JTYP,; Z Y 1 FINISHED GRADE 1-(IN)BELOW a' s ill 1 1- « r• r k 1 - „1/4,„ TOP OF CONCRETE SURFACE CURB AND SIDEWALK I..-_ « ,, z ` _ Z U ..• 2 -D _ SIDEWALK NOTE --- 1`p �•'• r!' u. 0 1,_Cr I i,-0, NON. (SEE CONTRACT) CURB FACE DETAIL r /1- ,`�lrl ' L « - « rx - 7llpN)R 1. lout feet of the sicowalk width shall be the minimLm podosT ian accessible / - ..�t. n .) horizontalEXTEND SIDEWALK TRANSVERSE EXPANSION `r r .. �� M ROUNDING C..RD NOT INClJDEO IN BID 'TM - ro.ro free o`vertical and of tractions. Gratings, Access Covers. MINTS TO NE{.ll]f Cl1Rn ;-111 I Cf�T __ a)20% (► 2.0'Iy�- ' SEE STANOARD PLAN F-10.12 Juno on Boxes, Cable Vaults, DJ Boxes aid other appurterances withn tie /`f O \� W. , sidewalk mast have slip •es rant surfaces be flush wit surface. and match / 1 y�`//J/f`\/(\•/////// �///✓t(1 P .. . • r +� �` l,r J 1 rbtk%LITE I1 _ r T--- .-__Lr _ . V(rR`.\, \���'�"J\\\,, \ \\fl\ll' IN \ • •Y trade of:he sidewalk - • - `: � $ 3.8 ) \ //�f t ••.R' •6' CFV. DPI'••=4.AY ENTRANCE L f \ Lhr7'TF z - / v/\l.�/ // YJ.A_L CR RARRIFR _.. iU'FER STRIP(TYP.) 11 L`E I" TVP; ' ~ ,F °za UI3 aH IUt.-LUPt?IY�'.1 ..he AN� L�JI LtR o PREMULULU \ d 1 f T T: tCO \ JOINT FILLER \ ' it PLAN VIEW PLAN VIEW ,SEE NOTE 3) 0 so'¢w �W+'' 1 "; 1 Uklvr'::.r EN KANCE zzpz ADJACENT TO CURB SUtWALK -- 1t TYPE 3 SIDT I "'I ;TYP) TYPE 4� oFEg (STEEP FILL 51 OPf51 -- D 1 z zN�LL d BROOMCD fI\ISH fTYP} 1 ouzo 8" t '+ THIS ENTRANCE -YPE SHALL NOT SE USED A_ONG A PEDESTRIAN ROUTE w z R a C" RI N _- i (I%)WIDE.,SMOOTH-TROWELED ai Q x000'a 12'(B8 R 1r-d PERW ETE R �0 0 r', STOP 3] MN. ( CONTRACT)SEE ° .." ,.,d \ CEMENT CONCRETE CURB ,1,4 j a fi th u `/ Ill(BIT R(IMP.) • 2 •a . . • (CURB AND GUTTER S1IOWNI o w o i 7 CuRN NOT INCLUCEC N BID ITEM - NOT 1NCLWEU IN&D ITEM q Fkogo 2.0% 17 MATCH SIDEWALK W1•:u- ;-I- : RACTI (SEE CONTRACT) .r. / O b 2.0%MAX SFF STANDARD PLAN F-1512 •___ 3'B'(IN)PRFMOI DE❑ ► SEF STANDARD PLAN F•10.12 J IN' ,.Y.:I - J z nor / 0' ISEECON-RACT: o oom m 1V OR - `` JOINT FILLER / ,1" - z.azw A{' ./�' i / �� <l:l\1 1': '12';INl LIP BEIYJtcN ROAU4•iAY In' 1,7 (INS LIP 3L-WELN ROADWAY arc tiw d • '.. ,FF ... . 1 c. in V2'iIN)R,�;TY ,1 c \\\ °u Fxa 1�' ;irk( !� _ * m p G,.'f-rR AND C:,RR rCIR STf r 0- GUTTER AND C.IIR](OR..CC `J` x x Q¢o 31B'(IN)PREOAOLDED `\"TJOINT FILLER Rs- N %/ �� ___�— - .•.. r CON-RACTI •'+r _� '•. CONTRACT) / �wiwz SIDEWALK ADJACENT TO WALL DETAIL ' L.LI => 2 ADJACENT TO CURB r 910EWALK DRIVEWAY ' W z a o o �r ¢Lzw:. BRIDGE OR PEDESTRIAN �/ DRIVEWAY (SFr NOTr T; .♦ > c 1 x z mil L_NRESSEU DRI'atL^d1" •• GEPRESSFD Q al-`LL RAILING rl\; cXPAN51 . :IN N(TYP,)_ IiAM? RAMP f� o a w L o CONTRACTION JOINT----- srr STANDARD PJI F.70,10 + r -".,..r. SUTTER SECTION F 1 (SEE NO D GUT-ER <0-CLRR u. HARRIER-SEE SIDEWALK - \ .' IN SIDEWALK ONLY i'.L NOTE 3} '�J (SEE NOTE 31 w..o \ lto. SECTION E ] Lu o ° CONTRACT PLANS -----„,,,2 _-..--(SEE CONTRRACT) 5 u Alai; V/ 0 z w o r i. _ ; IFdrl t? '' 'JEXPASSIONJOINTNBOTH a,TRif' .r•I•, rf 1f2 ON)R(TYP,) CURB ANDSIDEALKL' - � - �' IN1R + hi' •• Mr � /7; • 4N' �� ��/'�FLUSH ;Z; L r r d.+ II11 YazD 1-(IN)R • I. . . ISOMETRIC VIEW I j, 'CEVENT CI;NL'-i IiRIHE'l.'l:r _- , �� fi i 4z ow e _ r 1, ''�F ENTRANCE TNT: >'FAY LIR•I* T :.. .. R-__DPI. .-„LAY •O \y/ 1 ',Ira y VERTK;ALWAII- __- 3/B iINIPRE1dOLDED - JOINT AND FINISH f'+ rr �` �`J '- iAi D $m ' SEE DETAIL JOINT FILER rTYi'1 • O 3nJ63 D _N T RAN:-t I 4'i AY LIMIT O f 1tlE yr; p a/ �o m o Y ADJACENT TO CURB AND RAILING OR WALL DETAIL �� �fO.T STf at(' \`w DMVEWAY / SB F Co r , -l°?zw. z C.c. ♦ ( T) _ .� .P GtSTB `.) w'oa RAISED EDGE DETAIL / 6 O ON %. �� A ,A r..G CONCRT .' / DFiIYEWAY r /►y�L s EXTEND SIDEWALK TRANSVERSE I-ER STANDARD SPEC.0-06,3 = t /� 4.:ler....nit OWNER APPROVAL iSEENO E ) �•- %� S - 0'MIN JdNI'S TO INCLUDE RAISED EDGE I`"' I J � '�'`^��' i,d it NI 7 II" 1•.1 FOR SIDE -REATtdENT SICEWALK _ BUFFER SOW' _ ' ' / /! SEE OTHER SIDEWALK J SSEE CONTRACT, r(5EE CONTRACT; <` CEMENT CONCRETE sEcnoo .''T, 118 TO Ur CEMENT CONCRETE GL. 1DY CUNCREiE 1 • Ile' R. CURB \r,T wc_uDE_ N DID -CM - �� SIDEWALK 411fr- DRIVEWAY ENTRANCE �FR STANDARD SPEC,0.06,3 m .l 2.oicma, ow SEE STANDARD FRAN F-10.12 - ` le' TYPES 1, 2, 31 & 4 AITIIALE 4 z- ' > t. 4%- .I ' ° �a." STANDARD PLAN F-30.10-03 �� / STANDARD PLAN F.80.10.04 —L, y -__-- c • ° :$ l,J ) Z. -t '+ 7¢ . • I_LlLJr e5Htt15 0 a q\ /� L . ,p q SHEET t OF I SHEET ` _ /`� U _ ' • - APPROVED FOR PUBLICAT ON j f/ >•T s Idl.D FOR PUBLICATION n RN SHED G'RAJE 1"(IN)BELOW"OP CC NCRE'E -'•.-_- i /� laepmer.kir 7,3 SURFACE FOR PLAN-IN - F 'JS I IF FAvrn � p�� flak'l 1 /-' Q• i+Ttf: NI IS Ns 1*73 PM PHEMOLOED _ }t� C„titE,�_ J""1•°i°1="`" k'`.. ISOMETRIC VIEW ISOMETRIC VIEW a '+0 f JOINT FILLER s'A'r cesu.muiezn TYPE 3-PAY LIMITS TYPE 4-PAY LIMITS + aT<-T°EST"r'I NEE9 PAGE E ADJACENT TO BUFFER STRIP CEO• EXPANSION JOINT Q CONTRACTION JOMIT wi w..hiryb, Yobs D.�m-,r°lrrs.aporrm�on i T"/•:.•I now R.M Dep.:I, all of T..NOM.Mon a {/ 4of24 Co- co WINDOW SCHEDULE DOOR SCHEDULE Headers TYPICAL HEADER FRAMING FLOOR PLAN NOTES DESIGNED BY it FL QTY. SIZE W. H. TEMP. EGRESS DESCRIPTION # FL. SIZE W. H. DESCRIPTION MIKE TRAFTON Default header materialis Doug Fir No. 2 or better Wi 1 1 3050 36" 60" YES CASE. D01 1 3080 36" 96" EXT.FULL LITE SMOKE DEFECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR SCALE " 2x headers must be in tall orientation with flat 2x nailed at bottom in "L"configuration HEADER LESS THAN 5' LOCATED IN EVERY BEDROOM AND ATA POINT CENTRALLY LOCATED IN THE W2 1 1 3040 36" 48" YES CASE. 002 1 12080 144" 96" PATIO =_ CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN W3 1 1 4050 48" 60" YES CASE. D03 G 3068 36" 80" EXT.FULL LIFE Default Trimmer,use 1, 2x stud or Simpson LUC hanger, each end. i 1 NEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = 1' U.N.O. PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A W4 1 5 2380 27" 96" FXD D04 G 9070 108" 84" OVERHEAD Default ling 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 DATE WS 1 1 4036 48" 42" CASE DOS G 9070 108" 84" OVERHEAD EACH LEVEL OF THE STRUCTURE.Default King Stud, opening wider than 6-feet, use 2,full height studs each end(plate to plate.) W6 1 2 4036 48" 42" CASE D06 REMOVED 10/29/2019 W7 1 1 3636 42" 42" CASE D07 1 S080 60" 96" BYPASS Trimmer,each end King Stud,each IL IL 2 SHELF AND HANGING ROD. 1 1/1 3/201 9 W8 1 1 1660 18" 72" FXD DO8 1 2880 32" 96" BEDROOM Callow Min,use Alt 1 min. use Ak 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. 12/17/2019 W10 1 1 21060 34" 72" FXD D10 1 5080 60" 96" BYPASS 20H 2x6, "L"config 4x6 1/6/2020 W11 REMOVED D31 1 2880 32" 96" BATH W12 REMOVED D12 1 3080 36" 96" BATH PKT. 21 H 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 (1)KING STUD FROM o--TOP PLATE TO EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY W 14 REMOVED D14 1 2880 32" 80" PKT. 23H 3.5x10.5 glulam 5.5x9 glulam 2 2 5 EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BEC)11) W15 REMOVED D15 1 2868 32" 80" PKT. BOTTOM PLATE 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. 24H 2-2x10 4x10 c--(1)TRIMMER W16 REMOVED D16 REMOVED Z W17 0 1 5038 60" 44" FXD D17 0 3068 36" 80" EXT.FULL LITE 25H 4x12 6x10 2 6 TEMPERED GLASS (� W18 0 1 5038 60" 44" FXD D18 0 2468 28" 80" CLOSET Beams ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 111 W19 REMOVED Dig 0 2868 32" 80" CLOSET Default sawn material is Doug Fir No 2 or better. (11111) 0 W 2O 2 1 3060 30" 72" CASE D2D 0 2868 32" 80" BATH RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO Default glulam, LVL, PSL materials-see Standard Structural Specs herein. Default LSL is 1.5E, 2,300 psi, min Fb. 7 TRAPPING,END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. W21 2 1 6060 72" 72" FXD D21 REMOVED t ji TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT W22 REMOVED D22 0 4668 54" 80" BYPASS Default wall connection: 3"bearing in pocket or on plate with min., 2 studs below. OVERTURNING IN AN EARTHQUAKE.MIN.EFFICIENCY OF 91% FAU.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. 11:11) W23 2 1 6060 72" 72° FXD D23 0 4668 54" 80" BYPASS Default end post connection: LCE,ACE, EPCZ, ECM). or similar. EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5M"TYPE"X"GYP.BD. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A W24 REMOVED D24 REMOVED Default corner post connection with mitered beams aver: LCE4, LCE4Z, or RTC44. HEADER MORE THAN 5' BEDROOM,BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE W25 2 1 2350 27" 60" CASE D25 2 2680 30" %" PKT. IN FRONT OF FURNACE. Default mid-post connection: LPCZ, PCZ, CCQ, or similar. W26 2 2 2350 27" 60" CASE D26 2 2680 30" 96" PKT. _ 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 1)1":0) 9 TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM NOTE:ALL WINDOWS MUST HAVE U-VALUE OF 0.28 OR LESS D28 2 2680 30" 96" PKT. \ LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND D29 2 2680 30" 96" CLOSET Connector(if blank ll IL AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST Callow Min.,use AK]. min.,use Ak 2 min., use Notes DUCT OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK (It - D30 REMOVED use default, above) DRAFT DAMPER. D31 1 2880 32" 96" TO BASEMENT MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE 30B 6x10 5.5x7.5 glulam HEADER MORE THAN 5' 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 OPERABLE 31 B 1.75X11.8 LVL WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. Structural Callouts®-Copyright ConstructiouiCalc,Inc (CCU 32B 1.75x11.8 LVL DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST 0 PA ArchitectRIALS. APPROVED FLEX FANS TO BE CON CONNECTORS NOT EUCTED OF XCEEDING NG 6 FEET NRE, ULEN LENGTH MAYSTIBLE T BE USED 33B 5.5x19.5 glulam (2)KING STUD ' Structural Item:This item and related connectors shall be per architect/designer. IN CONNECTION WITH DOMESTIC DRYER EXHAUST. CD 8 SW Simpson Wood Shear"1\`all 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. ° -BOOM TOP PLATE TO Detailp BOTTOM PLATE Wood Shear Wall: Use WSW 18. Wildth=18". Height,see below. D8 35B 1.75x11.8 LVLWHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC in add'n to fir joists (1)TRIMMER 11 CONTROL,SUCH AS A CLOCK TIMER WITH AZONE 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 368 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, 38B 6x10 5.5x7.5 glulam 12 HEADROOM.FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1E"PLYWOOD.ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE - Position to align with outside(exterior)face of studs. Furr-out as necessary to flush up with remainder of wall. WEATHER-STRIPPED OR SEALED TIGHT. Eo • 39B 6x12 5.5x9Uiam GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR Top Connection:Connect top of WSW to double top plate with SDS connectors that come with the WSW. 13 c NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE O • Sheathing: Sheathe header.WSW,and wall similar to 2PW. 40B 4X10 5.5x7.5 glulam TO PASS THROUGH PER I.R.C.SECTION 312.2. .0 • 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. 45B 5.5x9 PT glulam PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER 01 N Suggest using Wood Strong Wall Anchor Bolt template,SSW. 1 ,f FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO rn C 11 RD Roof Diaphragm 46B 5.5x9 glulam 3.5x10.5 glulam 3.5x11.8 PSL `F MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NONCOMBUSTIBLE • W Q 0 PSURROUND&HEARTH MATERIAL 0 rn • Shear Capacity: Good for Elm='_30 ph-set.uric.Eh=322 pif-wind.Max aspect ratio=3:1. 47B 5.5x15 glulam WINDOW W/ 6" POST GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE Z p C w M a ' Framing:Trusses or rafters:2x at 24"OC,max. 15 FLOOR MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS a. Q I_ V • Framing Connection at Support: 48B 2- 1.75x11.8 LVL 2.6x11.8 LVL or PSL FLOOR DRAIN. ul t, XO 0 iLi cn Cu - Where connected to shear wall,connect per shear wall callout-top of wall. Joists and Rafters 0 ? rn U¢ p N m 7, - Where misses or rafters connect to beam,use H2.5,or A34 with screws,or similar,typ. \ 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. 5 Q C?Z 2 8 z } - At ledger,connect per ledger callout. Default rafter or deck joist to beam connection is can't or skip blocking and H2.5, or H1, or A34 with screws. CO a¢ a co • Sheathing: 7/16"min,OSB or CDX plywood. Default sawn material is Doug Fir No 2 or better. GENERAL NOTES * Sheathing Layout:Case 1 per IBC 2306.2.(1) • Nailing: Use 8d at 6"edges, 12"field- Default sawn face mount hanger is U, LU, or LUS. Use sloped I skewed where appropriate. j • 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.) 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 12 FD Floor Diaphragm Sheathing: With joists at 24"or 19.2"OC,use man.,24 oc rated, APA Sturd-I-Floor;either 3/4"species group 1,or 7M"species group 4. Maybe OS B or Default sawn top flange hanger is JBA, LB, BA a B(welded app, use LB, BA a B) 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. gn N plywood:Good for 130 psf,TL to L/360 dell My national I olst brand, equal a stronger maybe substituted i✓ 3. VERIFY HEADER HEIGHTS WITH SUPER. 0 • (2)KING STUD in 1 0 Sheathing:With joists at 16"OC,use min., 16 oc rated, APA Sturd-I-Floor,min., 19/32"thick. May be OSB or plywood.Good for 245 psf TL Ltd L/360 deft. Default Hoist face mount hanger is IUS or MIU e--FROM TOP PLATE TO 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. LL 0 W (6 BOTTOM PLATE Z • Sheathing Layout: Case 1 per IBC 2306.2.1(1) Default I-joist top flange hanger is ITS, HIT,or MIT 5. ALL INTERIOR WALLS ARE 2 x4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. (1)TRIMMER Orient sheets continuous over two or more spans,with the long dimension across supports. 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER DISPENSERS, Z Z • Nailing: Glue,and connect with 8d ring shank nails or#9 screws,at 6"edges, 12"field. Connector(if blank MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. • Blocking:not required except supports(beams)and connections to shear walls below. Callow Olin., use Ak 1 �l",use Alt 2 still",use Notes eq eP ppo use default, above) W N 13 DD Deck Diaphragm V w Q • Decking: Use wood or composite decking per Arch,min actual dims: 3/4"x 3.5 FRAMING NOTES 101) 11 o'd1 • Decking Attachment:Use decking screws,length to ensure 2"min.,embedment into framing below. 60R Mn., use 9.5 BCI 6000, 1.8 @ 24"max spacing,installed per manufacturer's recommendations.At cantilever ends for U ' - Use 2 screws per deck board per fiamirpg 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. 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. �/J m • Blocking:not required except at support beams. all W W ID 15 FF Floor-To-Floor Holdown - 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS Min.,Capacity: Good for 17051b tension. Use 11.8 BCI 60, 2.0 @ 16"max spacing, installed per manufacturer's recommendations.At cantilever end(s)to BLOCKOUTS. Q__ _ C PWINDOW W/ 3" POST a • Strap:Use CS 16 vortical strap applied to outside of wall sheathing.Attach to 2x studs lined up above and below rim joist.Fill all mail holes with 10d. 61 J create low roof, use 2x 12 ripped as necessary, attached per manufacturer's recommendations with backspan 2x the 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC cantilever Stance. DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE 0 - If strap falls on header or beam below,nail to header or beam and wrap around bottom if necessary. BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. Ct • End Distance: 13'"min.to each upper and lower studs.Approx total length=26"+depth of floor system. 11.8 BCI 6000, 1.8 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY Is- 19 DS Drag Strap 62J ` MANUFACTURER Is-CO Min.,Capacity: Good for 1,705 lb tension ' Drag Strap:Connect beam end to shear wall top36", 16,1 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/RING COO p plate beyond with CS 16 x centered over beam/top plate intersection. Posts ILSHANK 8d's @ 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS. - Strap must be straight and horizontal. ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. - Strapmayattach to either side or topor bolt of members connected. Default material is Doug Fir No 2 or better. G A 0 ,4 gm .f �� 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND ce= " Nails: Use 1 Od,all holes filled. Default bottom connection on plate: 2, FC or 2,A34 with screws, or 4. 16d face nails. ��►rOf wA3/4j•_'rtPO BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. w m g z 80 L Ledger-Roof Diaphragm '"'-Gil CONCEAL FLANGE I Q i u • 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, Default bottom connection on beam: 2, FC or 2,A34 with screws, or PCZ. t HANGER EA.SIDE 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE o g LL o q 1 THERE IS A LOAD BEARING WALL ABOVE. i m?o use 2,SDS or LedgerLOK per stud. Default bottom connection on concrete: PB, or AB,or MU, or ABW, or CBSQ "r f 00 a o - Length of SDS or LedgerLOK=full depth penetration into rim,or 2.5"min embedment into solid framing. Sr r 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. .1 W z 1.-L) (2)KING STUD Q 0 2 Alternate bottom connection on concrete: #5 reborn or 5!8"all thread, epoxy 6"urns.into post butt, and 6"min., embed in conc. a FROM TOP PLATE TO 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS i"8 Min distance of connector to end of ledger or splice=2".Min edge distance to top or bottom of ledge=2" ��. 5 a - • Framing Connection to Wall,General:Use any of the following,whichever is applicable. Cone embed may be wet set or epoxy. ` , ,," a a7` BOTTOM PLATE FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. `:rc w N 0d201' - Rafters Perpendicular:Use 2x or LVL ledger,min height to match rafters.Apply ledger over wall sheathing.Use hangers to hang rafters on ledger. -, fOp/N 6 et h k - Parallel Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar. Ledger to be placed over wall sheathing. Connector(if blank / FOUNDATION NOTES L-°3° _ Mono Truss TopChord Perpendicular: Use continuous 2x blockingbetween trusses nailed throughwall sheathingwith 16d 6"OC to solid wood ba Callow Min., use Alt 1 atilt., use Ak 2 mill.,use Notes CO, uJ rp @ (king use default, above) WON saw 2a e�wo' (continuous rim,plate,ledger,or blocking.) Jq a Mono Truss Bottom Chord Perpendicular: 70P 2- 2x4 4x4 t{�H h V£Ej;rs "SE'4L 1. ALL FOUNDATION FOOTINGS TO BE 18"BELOW GRADE C FROST DEPTH. ia(( ay a IJJ h W$gN - - Alternate 1:Harms bottom chord with hanger mounted over wall sheathing to solid wood backing(rim,plate,ledger,or blocking.) ~W w z 71P 3- 2x4 2-2x6 4x6 IS Felt STrttfc'S rL 2. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. 0 wS1F Alternate 2:Use min,2x4 ledger let in to truss bottom chord.Ledger to be placed over wall sheathing and connected with min.,3- 16d @ 24"max spacing.- W�' T6AaS �N LY . 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. W 11 2 r<o° 72P r 3- 2x6 6x6 4-2x4 0 a1-s== 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. a m w-o " Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3"OC. a tt 81 L Ledger-Floor Joists to Rim, 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. . Z a i y o * Ledger:Use min.,2x,or 1.5"wide LSL or LVL ledger,at least as tall as joists. N_a g r°0�18 * Ledger Connecion: Connect to rim with 2,SDS or LedgerLOK at max., 16"OC and within 3"of ends and splices. WINDOW FLASHING INSTALLATION 6. ALTERNATE FOUNDATION oETaLs AVAILABLE UPON REQUEST. 0 z o - SDS or LedgerLOK to be of length necessary for hill penetration in rim. (42,,,,?, z, ENERGY CREDITS m22m2 oo,, • Joist Connection: Comiect joist to ledger with u or LU hanger,all holes filled. STEP # 3 j STEP # 2 STEP # 1 ���_ 82 L Ledger-Deck Joists to Rim. 2=0< * Ledger: Use min,2x,PT ledger at least as tall as joists. P LAN AREAS NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY a 8 z a 15 * Ledger Connecion:Connect to rim with 2,SDS or LedgerLOK at max., 16"OC and within 3"of ends and splices. / CREDITS TAKEN o w=a 5 - SDS or LedgerLOK to be oflength necessary for full penetration in rim. I 1- Minimum ENERGY CREDIi 1a * Joist Connection: Connect joist to ledger with U or LU hanger(not LUS),all holes filled with galv screws,Simpson SD9 or similar. MAIN FLOOR 1454 SQ.FT. j EFFICIENT BUILDING ENVELOPE O�N1 2 95 S Slab WINDOWS: U=0.28 §8 • Subgrade:Use structural fill or native material,compacted to 95%relative compaction.It is strongly recommended that all structural fill be checked a BASEMENT 9 O SQ.FT. -FLOOR: = R-38 INSULATION R-10 N o rc by r SLAB ON GRADE -R-10 ENTIRE SLAB OWNER APPROVAL fA geoteeluncal consultant. SECOND FLOOR 670 SQ.FT. U• nderslab Insulation: May use XPS or EPS rigid foam with min,25 psi compressive strength under slab. If used provide and install per insulation I STEP A- 5 manufactures recommendations. �_ ENERGY CREDIT 2a er INSTALL TYVEK AIR LEAKAGE CONTROL 8 EFFICIENT VENTILATION er TOTAL LIVING AREA: 3034 SQ.FT. HOUSE WRAP IICIIII AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR • Slab Thickness:Use 4"min. iunwn o " Reinforcement:Use any of the following: / -WHOLE HOUSE FAN PER SECTION M1507.3 PAGE u - Min.,43 rebar at 24"OC,each way,centered in slab. GARAGE 639 SQ.FT. 1 STEP B- / roe, % STEP A- ENERGY CREDIT 3a Welded wire fabric,min.,W2.9,6"x6"(6 Ga.),centered in slab.Splices overlap 8"min. a INSTALL TYVEK TAPE1111° ♦ INSTALL TYVEK APRON BELOW .75 WINDOW SILL HIGH EFFICIENCY HVAC EQUIPMENT c - Fibermesh per manufacturer's recommendation. ENTRY 260 SQ.FT. ♦ -GAS FIRED, PROPANE, OR OIL FIRED BOILER Al - Helix micro rebar,min.,5 lbs.per cubic yard. ♦ STEP B- B WITH MINIMUM AFUE OR 94%. • Control Joints: Muumuu recommended spacing=S'OC,each way.This is a non-shudmal item and may be changed or omitted by Owner or architectural COVERED DECK 175 SQ.FT. INSTALL WCOR ACROSS WINDOW SILL PAGE designer. ENERGY CREDIT 5c • Vapor Barrier: Suggest a nun.,6 mil.,plastic vapor barrier under interior slabs.This is a non-stmctural item and maybe clanged or omitted by Owner or EFFICIENT WATER HEATING (13 OPEN DECK 300 SQ.FT. INSTALL TALL TYVEK FLEX WRAP IN WINDOW CORNERS -GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%, 5 of 24 architectural designer. STEP A-INSTALL WINDOW&4"WCOR TAPE 6 GENERAL NOTES DESIGNED BY s MIKE TRAFTON p ^O�� '\ 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SCALE �, O SW \ z 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. a ' /�' 1/4" = 1 ' U.N.O. 'I / , \ 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. /36'-6" '5 i , , DATE 22" 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. / / \ \ , 7/8ti 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 1 0/29/201 9 13'-6" 11'-0" 12'-1/8" /' ,' 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER 11/13/2019 ^ ' f / . . DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. 12/17/2019 c , ,, Tar a "� FOUNDATION NOTES 1/6/2020 / , ,. , e/i / „ \ , NN 1. ALL FOUNDATION FOOTINGS TO BE 18"BELOW GRADE @ FROST DEPTH. �� ••O •.// , N N. ©� 2. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. 0111) '5 e ' ,/ ` • / 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. .4$ N.N N. Z • - _ • •. / / ©� , 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. CD I / ,' /' S�Oq , \ N 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. I - - - öV - `�� / / Fc ` ♦ W i I ^0 , S!_qA N. 6. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. en. , i 0 i '� , ,' 6 WCF ,' SIMPSON HANGER TYPES (Do "' I 1 i ,' ,' v© ,' / MARK TYPE SIMPSON HANGER MODELS4:1) I % i I ' /, , / ' �/ 1. AC/ACE 4. BC • I / ' e I• q /// ,' \ /' ' ePOSTCAP 2. LCE ' �� �� GARAGE SLAB / 3. RTC N 1 ' e I I I ` 640 SF / ' 1. ABUC c,, �$ I i I I i ^ry SA \` , ©� , �' SH2 POST BASES 2.ABA a C� ©I \ -" N co I 1 I ! 1 L / i 3. ABW / - -1 I I I ' • I'`�rL , / �2. N. i' /' i 1. H2.5A I ' CRAWLSPACE I I I ' �I � �' / �" ' SH3 TRUSS SEISMIC & 2. H1 1 ® I I 411 I 1 / s' / / HURRICANE TIES io I I N 338 SF 11 J , , IIIP / / -, i i a to (V ` - - - I (NO SLAB) I I ® 0 / i /' i' i' p 1. HGA10 1. / ' ' ry EXP. BEAM SEISMIC <W.1 ® 0 N ----- - -- - i I i 110 I I I r ' I\ / / �0� i' i Q© 8� HURRICANE TIES I I I I I 1 / OPT / / N - 10'-5 3/4" 6'-1" I I I 5'-0" I I / i ;' - - - �o ENTRY SLAB I 1 ► I 1 I (St o� / ' ©� oQ�y3 . 1. ITS 4. MIU I I 13) 50 SF I I I I. 11-4" I ] I I I ^' rn // // //� `' ' \' I ® N. I 1'-11" I 1 1 / , / / , �� , eIJOISTHANGER5 2. MIT/HIT - - - 1 8 5 3 2 i ILi i I i i 1 11' 3" 2',b�' ,' s'O' // // \\ j , / �N E 3. IUS/MIU I _ I tV I I / / / \� , • 1. LUS 4. LSSU i i - - 1 - I I / ©� / / FACE-MOUNT L I11 I i / i SH6 2. HUS 5. SKH 0 T , �, \ ,' JOIST HANGERS I L I 1 ' �® I \ \` , % ,'' /' 3. MUS (USP HANGER) c 2'-6" cii SS 9-11 1/2 I 12-10 NI I I N \ , 1. HU 4. CJTZ m 0 0 ® 1 i _ e ?� / GLULAM BEAM AND Ice 0 1 I I I ' N I ' J \N © ,' SH7 DOUBLE-SHEAR 2. HUC (USE OFFSET LLO rn CO m 0 I 1 I I I .�- I -I ie2( e \ ' / JOIST HANGERS HANGER FOR Oa M CO v v 1 I I NI 7Q, 1.401P411 3. HUCQ EDGE OF DECK) X ` ' 1 i 16'-11" 6 11'-5" 2'-6" i 1 1 CO I I `7 Silo.N ,' / NOTE: IF ALT. HANGER NEEDED, VERIFY W/SUPERVISOR. of ? m¢ zp RI m LD • i 1 0 EN Cr1 I • - I I i I „ , ,' i SLABS m d ¢ a M �- - -r - - +- I I / , / SUBGRADE:USE STRUCTURAL FILL OR NATIVE MATERIAL, B I 'Q I �' I - i , / \I COMPACTED TO 95%RELATIVE COMPACTION. IT IS STRONGLY _' 1 i • / RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A L J I - - - _ 8'-E 178„ I / , GEOTECHNICAL CONSULTANT. Q 0 I 1 , • UNDER SLAB INSULATION:MAY USE XPS OR EPS RIGID FOAM WITH MIN,25 1 I I I I I PSI COMPRESSIVE STRENGTH UNDER SLAB.IF USED, o - - - -I +__ - -_ I 1 0 ENTRY SLAB I 1 PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. MP - _ _ I 0 I / • SLAB THICKNESS:USE 4"MINIMUM. f/) I ® I O I I I I 1 REINFORCEMENT:USE ANY OF THE FOLLOWING: N . 1 1 <V <V (V I I I I / - - MINIMUM#3 REBAR AT 24"O.C.EACH WAY CENTERED IN SLAB. t - _ I N I I I 1 l 1 I I �' - WELDED WIRE FABRIC,MINIMUM W2.9 X,6 X 6(6 Ga.) 0 I li N I I I i • o �' CENTERED IN SLAB.SPLICES OVERLAY 8"MIN. O I W U (V illI 1 I �-J - - 1 - FIBERMESH PER MANUFACTURERS RECOMMENDATION. Li• U as • 1 I - HELIX MICRO REBAR,MIN SLBS PER CUBIC YARD. Z / , Q 2' 6" 9'-11 1/2" I BASEMENT SLAB I ' I I • CONTROL JOINTS:MAXIMUM RECOMMENDED SPACE=8'O.C.EACH WAY. `f THIS IS A NON STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY I- Cii 693 SF OWNER. Z Z >, N EL: -481.4' N I ' I _ , _ __ _ _ _ I VAPOR BARRIER:USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY W Z 1 ' ' cE 1 I I I e - - I I INTERIOR SLAB. J W N 0i 1 aD N 1 I ' I I I 0 1 1 1 Q N ' 1 N 1 I I 13' 0" CRAWLSPACE VENTILATION REQUIREMENT F- r I - co m - - ----- I ® ' 1 I W { ' ^� I• CRAWLSPACE (A) AREA: 649 SF W a) D --'- ' 1 I I ' 6 - 21'-5 3/4„ -o - ----------- ' 12 i N 649 / 150 = 4.33 SF OF VENT IS REQUIRED. USING 6 X 16 (.66SF) FOUNDATION VENTS, 7 VENTS a EDGE OF BASEMENT SLAB I I I I ARE REQUIRED. L I 1- - ' - - ' ' - Co - I ,_ „ ,_ „ , „ T 1 Hc 7 10 1/4 7 10 3/4 8-1 --I I M 1' ," 1,-4„ I I (to ONE SUCH VENTILATING OPENING SHALL BE co - I• I enWITHIN 3 FEET OF EACH CORNER OF THE Q �o ' CRAWLSPACE 1 I I \\ BUILDING. 2015 IRC - R408.1 ZQ2a _ _ _ _ w�� ai a (NOS SF") p-z�s r y 1 J FINAL LOCATIONS OF FOUNDATION VENTS TO Pc28 _ o rn pow 1 1 BE DETERMINED ON SITE. Z �"_� 1 1 e L.. 1 ® o wo<0 J ...U ¢yo. UNUU J <wal I n aduay I \ \ O . ozosw TUX Y 2oUUm -i 3/4" OSB Z ti Er<2 w : 0 LO h R-38 INSULATION "wwcrz Fww¢2 22,q CONTINUOUS BLOCKING w=>.(2 V` CtZag 11 6 13 6 23-1/8 3-6 a. LL ir Z ccw .. GAR o<wwo of A3 , �' =2 40' 0" ++S w I oos �'� Ct' I. 2wop`s 1, 6„ r v o2ta r 1. Z me cozzma o r N2C20Z_ . pWSW -2X6 STUDS 16"O.C. WI z�ga it•+ DOUBLE TOP PLATE 0 arcza fla FOUNDATION AND RETAINING WALLS I(ez,a ,moo 4 / •1/4"X31/2" DRIVE RAWL IzCO< i w.Ka 48" o.c. =ems zg - ALL SLABS ARE 95S. � - OMIT MAN DOOR 6 u.LER'S SEAL �,�� TREATED SILL PLATE OWNER APPROVAL - ALL FOUNDATIONS ARE OPA EXCEPT AS NOTED. -OMIT ROLLUP DOOR AT GARAGE r5 Fore- 5rtuJ;cD s 111111-11001-OMIT LANDSCAPE RETAINING WALL a,TgA4,S am ciy . (2)X R16 E 40#4 FOOTING WI GRADE 40#4 a HORZ. REBAR IMML. o PAGE#: z --.--- 6 MILL VAPOR BARRIOR y e A2 U UNDISTURBED SOIL m E 4 STRIP FOOTING & PONY WALL PAGE. I A2 NTS 6 of 24 N_ N DESIGNED BY MIKE TRAFTON p ��}—SIDING MATERIAL SCALE z (3 ) SIDING MATERIAL BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 1��I 7/16 OSB BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 7/16 OSB 1/4" = 1' U.N.O. ��IlNAILS OR SCREWS 1/2" SHEETROCK -I NAILS IN BLOCKING 1/2" SHEETROCK 2" OC. STGGD DATE 3/4" SUBFLOOR [fal 3/4" SUBFLOOR 10/29/2019 A B C D E F G V W X Y Z �. ! A B C D E F G V W X Y Z OPTIONAL 4"SLAB ar ar_.._..�r., .w .._.._era g� —(GARAGE,PATIO) 11/13/2019 .CV � 1 f Tl � ' LENGTH A FLOOR JOISTS '(JOISTS PARRALLEL ONLY) LENGTH // ` I ` 12/17/2019 FLOOR JOISTS RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING '5' P ' G RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING F (IsI I —\ 1/6/2020 A3TYP ONLY BOT.EL BEND REBAR REBAR TRANSV. CONT. - — 6" MIN__�► I I H HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. REQ IF A>a = ' (AGE,PATIO) HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR @ SIMPSON HANGER III I q� BOT. L BEND #4 OPTIONAL 4"SLAB �lIffl 0' - 4' CENTERED 18" Err Err 72" NOT 6" #4 24" 24" N/A (2) # 4 IF JOISTS PARALLEL F ""IMP" I w 0' - 4' CENTERED 1 8" 6" 6" 72" NOT 6" #4 @ 24" #4 @ 24" N/A (2) # 4 1 IN JOISTS PARALLELSTALL LOCKING E / I ,I I I 1 I I I NOT @ @ -INSTALL G BLOCKING EII�� O G I I I _ HI- QU) IN(2)BAYS. Ile -_�- IN(2) BAYS. W - -O „MI Hit I LLI Z u n n -SCREWS OR NAILS Or 6" MIN. -U' - r " r n n " 6" 56" 48" n n 24" 24" -SCREWS OR NAILS 4"TIGHTLINE 4' W- 1"- 6' 5 24" 8" 6" 56" 48" 6" #4 @ 24" #4 @ 24 #4 @ 24" (2) # 4 3"O.C.THRU SUBFLOOR W ' _lig - o 4 1 - 6 5 24 8 6 #4 @ 24 #4 @ #4 @ (2) # 4 3"O.C.THRU SUBFLOOR 4 EXT.WALLS ONLY j _ CJ 6' 1" - 8' 6" 32" 10" 8" 28" 28" 8" 16" 18" 16" `� 18"MIN. = -wa_. r n - r n 32" 8" 28" 28" 8" 16" 18" 16" P -IIII I A IIIIJg- Qy #4 @ #4 @ #4 @ (3) # 4 m 6 1 8 6 10" #4 @ #4 @ #4 @ (3) # 4 BELOW GRADE F-C7 ] X �, III 18"MIN. _I Z X , O EXT.WALLS ON -W � - BELOW GRADE Q OID 8' 1" - 10' 8" 42" 10" 8" 18" 18" 8" #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 - I 1<I 71GHruNE LY J 5 8' 1" - 10' 8" 42" 10" 8" 18" 18" 8" #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 1 X 4 P.T.EXPANSION JNT. lit I IIII I I o 1 X 4 P.T.EXPANSION JNT. • g-_ R-10 @: / 9- 9 En• I I I I I —J a - R-10 @: Z -CONDITIONED AREA SLAB Z CONDITIONED AREA SLAB - / _8_ III IIII d==IMIN LAP I I I I =u__ 1".3 ON GRADE - -I MIN LAP IIII a== ON GRADE Y 1 _ Z _ Y o O ro ;SP_L�IE=24'� I I I = 1 , '�I 24 GENERAL NOTES: NOTE #1 SLAB OR FILL-SEe TE p /"de—B 1 I 1 =o= GENERAL NOTES: NOTE #1 SLAB OR FILL-SEED TE#1 ,r dt.._B III IC * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE Y -'° �I= * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN cRAWLSPACE Y ° 4 I= R-10 FOAM F_ _ - - III WHEN NO SLAB IS NEEDED. ' COLUMNS F, WHEN NO SLAB IS NEEDED. D - o * W/1O MIM H. 4 DRAIN RocK * G ARE MAXIMUMS. MAY LESS. wi,oMlLVe t ` s s s,- e d DRAIN ROCK COLUMNS F G ARE MAXIMUMS. MAY LESS. D UNDER,MIN. o s �, Q ° 4"PERF. — _ 3 - . ° It ,(�)J 4"PERF. — I - Jill 14 * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED 6 MILL VB '� ��/- , : , : alli *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED 6 MILL VB �O IF NO SLAB — IExT.Wins i Y1 = IF NO SLAB IExT.VIAL: oA�rl L MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. D'_4' NONE I_ I-_ I IhI I IIII I _ —I 111 = � V= III I * MAX LOAD - 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. a-4' NONE —� C I I -1 - =C -11 I II �..� * REBAR MINIMUM GRADE 60. 5 s 12" Toe HEEL REBAR MINIMUM GRADE 60. s'-s' 1z' roe Heel —IIII IIIII1 III ( IIII — IIII—IIII—III II I I I ---1 1 ---IIII—III III * T-8' 18" * CONCRETE MINIMUM fc 2500 psi '$" I I *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF = CONCRETE MINIMUM fc 2500 psi III*, ASSUMED SOIL BEARING PRESSURE: 2,000 PSF V 1 u n Hi , IIII—nII IIII Hi , IIII IIII—III - 9'-10' 24" IIII IIII IIII IIn—nII IIII IIII IIII 1 - W ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' 10' 24" —[Vdsc711 I LIll IIIJ I111 ULLJJ1111---IIII— ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. =111J IIII I I IIII I I L J 11I 1IlL 1�l 111_I -NOT TO SCALE \ NOT TO SCALE NO FLOOR—\ SIDING MATERIAL 12 I I- SIDING MATERIAL RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" 7/16 os6 �� CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM 12" MIN. I I 7/16 OSB PONY WALL I E 1 X 4 P.T.EXPANSION JNT. a ;- 2 X 6 WALL I • �; 2 X 6 WALL o A B C D E F G V W X Y Z R '°@ A B C D E F G V W X Y Z 1 _ II BASEMENT PERIMETER ( N = Ts ABOVE GRADE AREAS -c \ ®�11 \ • iii -CONDITIONED AREA SLAB -_- F w Q u LENGTH ON GRADE F LENGTH 6 MIN. p UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING 1 RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTINGOrn HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR @ REBAR REBAR TRANSV. CONT. I HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING nSPACINGREBAR @ REBAR REBAR TRANSV. CONLIIiHrIH `I I I�I I Z ¢ F CO a BOT. L BEND Y a o o I III_ III a- w o 0 0 w M id N BOT.L BEND w X ? m R-,o FOAM - ___ a_ ? a mZ o A r ' CENTERED18" 6" n SEE NOT 6" n n -- W/10MILVB —I I - E A o r r CENTERED 18" Err Err SEE NOT 6" } @ 24" #4 @ 24" N/A (2) # 4 I E -III -o m M a.c o. n > in 0 - 4 6 #4 @ 24 #4 @ 24 N/A (2) # 4 0 0 - 4 SHEARWALL REQUIRED - I I UNDER,IMIN. III \/`/I F SHEARWALL REQUIRED 1 H � � � III . W .I 4"TIG IN1111 EII F' w= r, sEE Nor rr —IIII— R-10 FOAM = ;®a _ rr 24" r 6" SEE NOT1111 , 1 I I 4' 1"- 6' 3 24" 8" 6" SHEARWALL REQUIRED 6" #4 @ 18" #4 @ 24 #4 @ 18" (3) # 4 24"Mw. _ O 4' 1 6' 5 8 SHEARWALL REQUIRED 6" #4 @ 18" #4 @ 24 #4 @ 18" (3) # 4 I . __ Q IIII IIII IIII 'VI w � I I , , : — Z- 6r 1" - 8' 8" 36" 10" 8" SHE/MALL REQUIRED 8" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 IIII III I IIII-X �, _, a 6' 1" - 8' 7" 36" 10" 8" SHEARWALL REQUIRED Z SEE NOT 8" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 X ` -''s 1 I I 1118AN-IIII J a _ III I _I cii — 111 • —>-I Z- cee BELOW GRADE — Z - t r111111111 —IIIIIIIIII— ` , MIN IAP� - �III� II > OSEE NOT 1 X 4 P.T.EXPANSION JNT. , �I I —IIIIIIII O8' 1" - 10' 8" 48" 10" 8" SHEARWALL REQUIRED 8" #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5rcLR. sa a 8' 1" - 10' 8" 48" 10" 8" SHEARWALL REQUIRED8" #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5 _rcLR. o OSPLICE-24" _ co SCREENED 2"IPVC III j - -CO @: CONDITIONED AREA SLAB , IIII I E_ Z C WEEP HOLES 6'O.C.I I - : III =p ON GRADE 'I MIN LAP =I1- Q —IIII WI III III —III °_ IIII -IIII- 4"TIGHTLINE Z Y / - w 11 II Z, IY I \ • /° 1=111-,,ILL I� I / _E-24" III - Iw Z z `? w � - w (Or_ GENERAL NOTES: =I I I I 1 I III 'Thee B Z4 MIN.FOR = GENERAL NOTES: NOTE #1 SLAB OR FILL-SEE GTE#1 /'f--B ) J 3 N vwAu / U Q - N * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. I I —I I I o ° * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE R-10 FOAM I I \ * II 7 - DRAIN ROCK COLUMNS F, G, ARE MAXIMUMS. MAY LESS. I 4 U o * WHEN NO SLAB IS NEEDED. W/1oMILv6 " '°' DRAW RocK— COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D _ - UNDER,MIN. D _,, ;� COCn 0 - -3" 4"PERF. — _ I-a I-I - - i ` _I� 4„PERF. — _ LLI 0 * ASSUMED SOIL BEARING PRESSURE: 2 000 PSF = _ ! �O III- * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED 6MILLVB p w w :a III I I I I--v—11 111 * 11FNOSLA81 —11(I 11 -V= I I Ct E * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. NI WIIII —11 —C I I —1 I I IIII=11 I I' * REBAR MINIMUM GRADE 60. STORIES AND ROOF W/ 25 PSF MAX SNOW. 6'_6' NONE 1 11— 1 11 1. =C: / I 111 a = * REBAR MINIMUM GRADE so. — Toe = =I I I=I I I I IT&--IIII—II II II I I i HEEL H I=1 I I f— 0 �I I IIIIIIII III 6 IIIIIIIII II —I * 8' 18„ * CONCRETE MINIMUM fc 2500 psi '111* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF CONCRETE MINIMUM fc 2500 psi ASSUMED SOIL BEARING PRESSURE: 2,000 PSF I IIII 1I I I IIIIIIIIIIIIIIII—IIII IIII—III - I IIII IIII IIII IIII IIII—IIII IIII IIII—III = **, 9'- 1D' 24" N- ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. IIII_ I111-IIII 1LLI—L11J 111J IIII IIII—IIII ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. NorlTolscALEI I —IIII 11LI- 1_I I L—IIII LI III I_LI CO NOT TO SCALE ' CASE 1 —�,— 12" SONO-TUBE I ��I�)j6 X 6 P.T. POSTQo=SIDING MATERIAL 1/4" X 3 1/2" DRIVE f c+ ABU66 POST BASE =o.a 5 RETAINING WALL - 4 MAX RETAINED - CENTERED REBAR NO FLOOR4 7/16 OSB RAWL 48 O.C. F 2 X WALL w w�� WITHIN 12" 2 X TREATED PLATE 0 -I I IN—I I I I—' 1 -III 1 1 I I 1 I I I I , , III i1li INSULATION F ��o 1X4P.T.EXPANSION JNT. o 2 X 6 WALL (WHERE NEEDED) III—III - a /:4) GRA40 — JoLL.o A B C D E F G V W X Y Z R '°@ RCONDITIONEDAREASLAB 1/2" SHEETROCK a IIII ERTHOOKSI1BASEMENT PERIMETER ABOVE GRADE AREAS - J-CONDITIONEDAREASLAB ONGRADE _ I I I I IIII I I I I =tea" w 1s I MI IIII I IN. ON GRADE F t a 4 4 6 4 4 4 4 m IIII—IIII —All I (4) GRADE 40 Nw�� LENGTH - 4"SLAB ° - _ v o a a __ o - a Z c 'a �kogo UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING �. J ! ISO 1 ° ° a ° 1 I g ± I—I I I - #4 REBAR E.W. - Q zE�"m HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING** SPACING REBAR REBAR REBAR TRANSV. CONT. `- �I - - ♦ _ _ o oz BOT.LBENND 'f t i ^ A W L—.y -`�'_� d a - � I R-10 FOAM // = 4' -a a ` A 4 1 1 11 10 p<-�a I I AA I I '�I I R a o IIII=W/ 10 MIL VB = . ;,� I I I z Nw§§N R-00 FOAM ' ' ' ' - v R-10 FOAM 111 1 n I 1 I 1 I UNDER, MIN. -- _ - ==w r r " SEE NOT " " W/10 MIL VB R-10 FOAM •_e �� : E _= I l—III -° I I 16" I U =1 I _a -4 a - 4 1 I I IIII 1 �W W p z 0 - 4 CENTERED 18" 6" 6 6" #4 24 #4 24 N/A (2) # 4 0 ' ' w @ @ W/ 10 MIL VB f f O WOU" SHEARWALL REQUIRED UNDER,MI I- (©BASEMENT — 2 GRADE aO oo�w� A��24 MINAR ) G. IIII— III IIII-� �_�1 MIN. - IIII—III �#a REBAR MAY VARY- PER PLAN 1 I I1 2E=w° —IIII- PERIMETER H IIIIIIIIIIIIII= w ' UNDER, i, 11 „ I , =IIII ' IIII IIII IIII III <E-7wo <ce I I I II W1 -c III II III-T gi= THICKENED FOOTING IQK POST FOOTING Q w=` = �I IIIII I I - I I I I I = g=. (-6)THICKENED 1" = 1' p SCALE: = 1' _ _� 111 —IIII IIIIIII-XI "{° III 11111I I I I I I_Q Z - U0 w=,A= HI I I I I I I I -IS N P 2a" = 11 I 1 c Z N�§= CENTER �" /i fin IIII — I 1 11I I I I -I - Z = GARAGE DOOR GAR - �_> SCREENED 2"PVC iwzE i -1 11 WEEP HOLES6'O.C.I I I \ - - I I I =I BUCK OUT FOR GARAGE DOOR •of 4, O a�aw I c O a"nGHTLINE 4" CONC. SLAB OVER 6 ��' t� O "� I I I I IY� I _ I = MIL VAPOR BARRIER ON er. (r ^ .°,F GENERAL NOTES: IIII IIII I `/ B ox LLZyh a • GRANULAR FILL i�oa z � 11 o` ,• e o d o r (2) GRADE 40 * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. I II I II III 47:- _ 2N� OWNER APPROVAL l * ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF ~ I 1 I 1 I -D 11 c RAT ,,-,Y, , s s ,�d 4 DRAIN ROCK 16 I // •`'' u' * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. I I IIII ` '_ ,` //a"Pei.-1 _ - 1111 -, v °—� =I REB11 AR III 1— � 6 IIII IIII—III 1 v—II I I I l 111 1lil 11 1i Ill IIII 1 I ... wai2o P * REBAR MINIMUM GRADE 40. UH I - 1 -44t 1 -C II In I I III I I= TYPICAL FOUNDATION WALL 'L 1 * CONCRETE MINIMUM fC 2500 psi roe TEL Es&'4t L£E�L'S '4� e �I III IIII IIII III @GARAGE DOOR s f,1,t, 5Tzacr't A3 ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 111* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF C 1 IIII I111 IIII Hi ! IIII IIII—IIII—IIII III \ )SCALE: 1" = 1' saTEM•s am LY . 111J. 1.11,1 1111 1_111 LI11_ I111 _ II_II-1111 \ E Nails CALE _ PAGE: o 7 of 24 N N //`�. DESIGNED BY r FLOOR PLAN NOTES MIKE TRAFTONiii ,/ `., SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR SCALE °• / 5 LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE Y / •, CORRIDOR OR AREA GMNG ACCESS TOSEPARATE EACH SLEEPING AREA. IN rc \` 1 NEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = 1' U.N.O. a / PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A / • BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON • 36' 6" // • LEVELEACH OF THE STRUCTURE. DATE ,Q 10/29/2019 `. 2 SHELF AND HANGING ROD. 111-6" 13'-6" 11'-0" 12'-0" S. 11/13/2019 Ilk , . `.,` // 3 BUILT IN SHELVES. 1 2/1 7/201 9 Tar ,, / • 1/6/2020 4 CABINET-OWNER/CONTRACTOR TO VERIFY. • • • ' S. 5. EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY / 5. 5 EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE0), / 5, 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. / L z N, 6 TEMPERED GLASS (9 T 1 I / \``, ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE W / • INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES / / 0 0 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO / / 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 j // OVERTURNING IN AN EARTHQUAKE.MIN.EFFICIENCY OF 91% I / / ESID - / / HOUSE TO HAVE MINI-SPLIT UNITS. NO FURNACE SHALL BE INSTALLED IN ANY ! / // 8 CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM,BATHROOM,OR JCS" ---- / // CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF FURNACE. CV `• 44 • `� / PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT © ``♦ // w EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. lV. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45- ``• // DEGREE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH • / DIAMETER EXHAUST DUCT OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS (115 `•, // REQUIRED WITH BACK-DRAFT DAMPER. `� i MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL CO ) , BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLElimo (V �, 61 CRAWLSPACE / •/ OF 50 C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY c- CD 338 SF /// /,/ OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES.DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY ENTED TO THE / 1 0 OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING in / / INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, / / NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT ENTRY SLAB / j EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC ® _ ._ N 50 SF / DRYER EXHAUST. 1y 2'-0" Sop/ / / 14 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. o) 8'-6" 3'-0" 4'-2 1/2" 9'-10" 3'-111/2' S'-0" / ; _ 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED ® ,/ //' N. 1 2 LHESS THAN 1/DROOM. 2"PLYWOOD.ACCESSE OUT ACCESS OLE TO COVERNEPTH OF INSULATION INITFI GARAGES TO BE HINGED AND T / / SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. E CRAWL MIN 6X24 SS : / GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR q \ 13 NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER p __ `.. ,/ SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2. (71 .0 uJ - ___ .. •, ` PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH N co - OWNER FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. N m c / g� M J b i D18 2468 CLOSET OPEN UNDER k // �, / 14 REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON- co ¢ v '-J -20 SF / COMBUSTIBLE SURROUND&HEARTH MATERIAL. O rnSTAIR LANDING / LLThl 0LL N , GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE z pO)WM© , 15 FLOOR MIN.1/8"PER 12"TOWARDS MAIN EHICLE ENTRY DOORWAY OR CL ¢ M � n a/ TOWARDS FLOOR DRAIN. 111 (,9Xp7 1/14 RISERS 0 ZOO wz 60 mM 010"UP 1F11DS CLOSE 5 29 SF N 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. 5 ¢ O Z O= m Win � m tea¢ ace 3 M 1N. UNFINISHED - „ ! D192868¢' $16" GENERAL NOTES Q in N 1 $ / BONUS ROOM - ! �/ H.W. , Q © 5 / 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 378 SF G `� U) A11 ® O 8'CEILING Co 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. t CV I 3. ERIFY ALL HEADER HEIGHTS WITH SUPER. O N 0 1 4 QI W N o 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. ' as N v VV �1 I 1 Q 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. Z w !'�� CLOSET 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER ~ z 8 - ! 24 SF BATHROOM DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. W Z 7 A �' 1 71SF 0 _ �� Z W as � N 2FRAMING NOTES _ L � P� l w o W o cco 0o I xi a co I I 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. w V J D i{') CO re, Cr o- !cl ' I_ _ _ _\_ ___5'X3'- _... . ____.__. _ _. _ - ______ tD ____ 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF o w W -a 12 0 °°� I SHOWER , FOUNDATION/SLAB/JOISTS BLOCKOUTS. M 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC D 1 17 SF Y \ - ' I DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO F" a 1, \ INIMEI • THE BUILDINGBULA DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND 0 W17 5038 FXD CRAWL ACCESS MIN 16X24 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY 1 CO MANUFACTURER 6'-3 1/2" 914" At O) 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ CO0) -Cr) RING SHANK 8d's @ 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO Aci? SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. 2'� 1/2" a ° 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND a w o BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. :o g w OD CRAWLSPACE 7 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE LL i o '�0 or 270 SF ) J O THERE IS A LOAD BEARING WALL ABOVE. o"z o Et L. U°Q) 1 I i!) ! 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. rc o o§ 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS 0 (1y°U �r �/3�� 3 C- FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. O aa'a z o z 1 I J °woLLge- i 1 ENERGY CREDITS iksg° 1/2"SHEETROCK iIagl LL w<N0 i R-21 INSULATION NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY Z °'�Y� CREDITS TAKEN T>cii, �+ w�ozp. 5-0 7$ 2 X 4 WALL @ 6" FROM ENERGY CREDIT 1a < / CONCRETE BUILT OUT ONLY EFFICIENT BUILDING ENVELOPE Z oo2w2 114)„ „ • ) IN FINISHED AREAS <UJ b. 1 -6 I -WINDOWS: U=0.28 iil�a ' 3'-6" 23'-0" 3'-6" j FLOOR: = R38 INSULATION W a. o< U. a z0 SLAB ON GRADE-R-10 ENTIRE SLAB `.< _ oo°oo 40'-0" ENERGY CREDIT 2a Ill' o z I� AIR LEAKAGE CONTROL&EFFICIENT VENTILATION W m2 GAR —8"CONCRETE WALL -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR COv J o w�o �.OFwAs *jam' WHOLE HOUSE FAN PER SECTION M1507.3aiQ BASEMENT FLOOR PLAN 693 SF 6„ ENERGY CREDIT 3a QM =a To =a E" or t �� HIGH EFFICIENCY HVAC EQUIPMENT W a¢ow �.\ w�° 1 . �`- GAS FIRED PROPANE OR OIL FIRED BOILER _ ''1/4"X 3 1/2" DRIVE RAWL oo � M 48"O.C. WITH MINIMUM AFUE OR 94%. _>Q,� 1 ' i, waoa ° a' �/ ENERGY CREDIT Sc I- , w 1 ., '�ISh7 / TREATED SILL PLATEAki.,N;st —< EFFICIENT WATER HEATING OWNER APPROVAL N i0NAl. //6/� . _'SILL SEAL -GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. 3 I s 8fJ4' Zo . �tilu><E�t's �� " I WALL TYPE LEGEND PAGEca IS Fon. ` TitaCet. " `0.~' ' s=wr:w' 2X6 WALL W/R-21 7 ' TE.MS 8}4 L4 . " -- _ _ _ INSULATION 2X4 FURRED OUT A4 WALL W/R-21 INSULATION C (I"\TYP. FURRED OUT WALL IN BASEMENT -2X6 WALL PACE s A4 NTS --1 2X4 WALL 8 of 24 N — ///`�.` DESIGNED BY § . GENERAL NOTES MIKE TRAFTON ,7 N. 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SCALE o / . z // / N `.. 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 1/4" = 1' U.N.O. .. % � 5. 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. /� 36'-6" // / \•,` ..\ Q 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 1 O/29/2O 19 / . / . 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 11' 6" 13' 6" 11'-0" 12'-O" /// / \,'` .... 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER 11/13/2019 • 1. - / % -'•� / DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. 12/17/20 19 MP FRAMING NOTES 1/6/2020 31 -- o ,' ,,-. // , 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. / \ •• 2. COORDINATE WI MECH.&ELEC.FOR LOCATIONS&SIZES OFCD ,, / / .` FOUNDATION/SLAB/JOISTS BLOCKOUTS. T y / .• 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC Z a / `' DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO / ` THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND / �.\ INSTALLATION. (1) (n / �. 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY W / ,1 MANUFACTURER 0 D . // // 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL WI ns / / RING SHANK 8d's t 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO / / SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. ma / / // // 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND / / BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. II / / \ y -. . / 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE IMO 62J- 11 7/8;1' BCI 6000 ,- `. / THERE IS A LOAD BEARING WALL ABOVE. D 1.8°I"JOISTS @ 16" O.C. •.` ,// 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. AS • SUBFLOfJR 12FD © .` , 8 � 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS B `� �/ FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. SXS ARCH'L 71 P-(2)2X6 ,� Q • N\ illfrN, �/ GRADE POST N , SIMPSON HANGER TYPES (it cc z N / MARK TYPE SIMPSON HANGER MODELS iv 46B 3.5X11.8 PSL - �/ io w I / 1. AC/ACE 4. BC UT�in i 0° / POST CAP 2. LCE• ch I" 1 ; 3. RTC RADEPOST 62J-11 77S @ 116�O.C. v /� - _ __-_ 1 - / i1.AB.___., X8ARCH'L 1.8sJ JOIST �' /SUBFL}OOR12FD ! ) i / POST BASES 2. ABA II � / 3. ABW I 70P-(2)2X4 / ISTAIRWAY PER PLAN // /i1. H2.5A m_ I TRUSS SEISMIC & 2 H1/ HURRICANE TIES0 p< LEDGER 81L 1729HX6 BEARING `�xL� � �- 9' 6 1/2" 41- WALL .` NN` ' / 1. HGA10N ' co iri____ rn c ) I /�. // EXP. BEAM SEISMIC aD c2X12 PT DECK FRAMING @ 16" O.C. 1 72P-(3) 2X6 / J 3 .. / �` // & HURRICANE TIES O w m COMPOSITE DECKING -' BLOCK OUT FOR STAIRS m f w .` // `� z o c•u) °1 p W to d o N �`N \ /� 1. ITS 4. MIU n, Q X 1- ' 2 m' , 1 T-8 1/21' 1.0 to I . ft / / Lu C7 V Q- rc 1 , 2 `. A / z 0 0 W el W Q r• m r / I-JOIST HANGERS 2. MIT/HIT 0 z m U z N m o. S w O cq a Iel 1 } \\`. / /'' 3. IUS/MIU m a ¢ a a°i uJ I- E _ 'to, I - `.., ' �- / / /// N 1. LUS 4. LSSU x' - rF- v / N FACE-MOUNT X AS „n BEARING WALL N SH6 2. HUS 5. SKH 't? ", ,� I / . /' JOIST HANGERS m m' �. / 3. MUS (USP HANGER) ® TrSUBPLOOR 12FD 70P - (2)2X4 �` , in 62J- 11 i7/8" BCI 6000 �^ I , 1 R"I"JOISTS @ 16" O.C_ `� 1. HU 4. CJTZ - STAIR LANDING SLAB Glulam Beam and N �i E I MP JDoisbHanheas r 2. HUC (USE HANGERFSET -t FOR o 9 3. HUCQ EDGE OF DECK) 0 I o SX8 ARCH'L W CZ GRADE POST m NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR. IJ z Z _ NOTE: DECK FASCIA TO 3 I ® -J LLI Z w 3 N BE 5/4" COMPOSITE v O O I Y o MATERIAL-INSTALL WITH D z z . W 0 L 00 SPACERS As �r 32B 1.75X11.8 LVL _ _ a -Q I / r N � rn ,N j w m -OMIT RECESSED SHOWER IN FLOOR FRAMING W L.L O - Y� 1 co m I ) -OMIT ONE DOOR, 2 WINDOWS AND HORS p) D I x_ - - - -CRAWLSPACE BELOW O W W D c%h -OMIT WINDOW GA W T /1/ • R a y 1.L I `" m � �OF wesyjJ'O c) '� 72P -(3) 2X6 70P -(2)-2X _ ! v b O m � ,r IY �1N (Z 2X6 J `4 • y•/ 1` a CO CD 32B 1.75X11.8 LVL . >CO _1 I e i CO 62J- 11 7/8" BCI 6000 J f m / `-- �� I a? _. 1 ' tm. //6 Le zoza 1.8"I"JOISTS@16" O.C. X , / a�o1 SUBFLOOR 12FD coco awns raw to Bo e rn - - wo3rm CD 4 U 7'-0" 3'-3" c0.C‘I CO o E- LwIEER's $EAS oLLzo /Y - rn fs Feet- Sra.ucrs`j - kjoo) h 3'-2 3/4" t T><M s 8N LY . . .. /r II e� S Fkteog`. \� 171P-(2)2X6 71P-(2)2X6 �� TYVEK HOUSE of .:-.. y w6yW 231-1/8" 3' 6" �� �/ II U . Z yw H ii I �ww�z - „,!!! - / I i =��z� • ' I JOIST FACE MOUNT JOIST � � � ��rcw� ePr.---------..„_„H'' r � 7/16 OSB SHEATHING QHANGER FLASH G 4 BOTHOJz <oR-21INSULATION / WAYS (^1Q�SILL SEAL �3 ==• o I JOIST BLOCKING VERSA-LAM OR �wwO\\` * IN� � gs BOISE GLULAM BEAM: 1/2" DRYWAL a°a��oI�.' \ sly* • Y COMPOSITE DECKING <$Z � BEAM WIDTH SHALL ��_ 3/4"OSB 0000 30 LB FELT OR SUITABLE + EXCEED 2X SPECIFIED I _� \ MOISTURE BARRIER �� NAILING PER LOCAL CODE �' /� ��° BARRIER TO BE USED *,. HANGER NAIL LENGTH �_ BCI JOIST / ; NO PROVISIONS LL BETTWEEN HANGER AND \ �' -- PROTECTOR OR wzzm: ACQ-D &CA-B TREATED SILL �ID► \ / ° ��- P M �w�o \ : i _� TO WRAP TOP OF z `Ig2 t / j BEAMS a '\ SIMPSON STRONG-TIE "s • 6pow ITS I oWou -a ., {' •, • f BOISE RIMBOARD `` �# ^�� OD W NUTS AND Dom 4 POSITIVE ANGLE NAILING, �., C•. s \_ WASHERS =>_� \ i'�--° ° • SCREWS 1/4"x1 1/2" SDS 2 ."„ \\ , ,: INTERMEDIATE BEARING r ° •° • • w NO WEB STIFFENERS ARE 4' •_ REQUIRED UNLESS USING % ° SCREWS 4 (WALL OR BEAM / OWNER APPROVAL _ OPTIONAL NAILING FOR ) f �\ • / NAIL BOISE RIMBOARD INCREASED UPLIFT. fir/ TO BCI JOIST WITH SD 4X12 P.T. JOIST 16"O.C. ? CORRECT NAILING \ \\ SOLID 2X BLOCKING AT ti APPROX. 45°ANGLE . i NAIL INTO EACH FLANGE. LATERAL LOAD J I e gR CONNECTION J rz i~�I SIMPSON ZMAX LUS410 27 ADDED 2X BLOCKING -FASTEN 2X PT LEDGER INITIAL 41 WITH (3) ROWS OF 1/4" ., FLOOR JOIST BLOCKING PER 502.7 FOR DEPTH / X 4 1/2" SDS SCREWS @ (SEISMIC DESIGN CATEGORIES D1 & D2) grn III / / A5 BOISE RIMBOARD 16"O.C. , • v E A TOP PLATE HANGER B CONTINUOUS BLOCKING C JOIST TO BEAM D RIMBOARD E PLANK DECK TO HOUSE CONNECTION PAS Q A5 NTS A5 NTS A5 NTS A5 NTS A5 NTS 9 of 24 ‘k . FLOOR PLAN NOTES DESIGNED BY .cio 9 MIKE TRAFTON e ' SMOKE DECTOR. EVERY DWELLING UNIT SO LOCATED IN EVERY BEDROOM AND AT A POINT ENTRAL Y KE LOHAVE AOCATEDE IN THER SCALE 0 n. CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN 1 NEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = 1' U.N.0. Q. PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A a BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON - 36'-6" O ° \ .e' EACH LEVEL OF THE STRUCTURE. DATE DRIVEWAYCa o+ Q 10/29/2019 131-6" 11'-0" 12'-0" g0� Q 2 SHELF AND HANGING ROD. 11/13/2019 Mk 9'_1" 1' 11" O. eV �`����IN ^Zt-AI, 0 \ N Ce . \N i 3 12/17/2019 BUILT IN SHELVES. ittiTapryy� N. \ 1/6/2020 v / \ _4 CABINET-OWNER/CONTRACTOR TO VERIFY. / \ • / EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY "� / \ 5 EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BECD NNN o �O / 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. O / N NN. 1O Z °"h° N \ N \ y0°/ 6 TEMPERED GLASS C7 Orb 4. . 0 \ N \ O// ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE W " _ '� Rp'�� +t,\O� / INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES _ > 1211 p `t' �,�`V-F- % RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO i_ ' \ '� \� TRAPPING,END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. `7 N O p y BEDROOM 1 v tiryy� TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT el l(') r g U 21 -7n / / OVERTURNING IN AN EARTHQUAKE.MIN.EFFICIENCY OF 91% nal)II23SF / / 9'(CEILING 1 g GARAGE HOUSE TO HAVE MINISPLIT UNITS. NO FURNACE SHALL BE INSTALLED IN ANY r ,./) - // 8 CONFINED SPACE WITH ACCESS ONLY THROUGH AS BEDROOM,BATHROOM,OR 483 SF I I CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF FURNACE. 11 _1 I U' o / VAULT % 1 a wt N l .� ci. Cr) r `, Q0 10 / / PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD 1 0 �i ` O/ SHUTOFF CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT \1 CO ro ' CO •� • ® SQ0 °1°/ 15 j/ EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. O �' i° © 1 - 0/ i9 THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45- �'? _' Ono1 © 6 Qb/ \ DEGREE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH CO M et)O 0 1 m O2+ ` / \ / DIAMETER EXHAUST DUCT OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS CZ 1 N �i , ' \ \ REQUIRED WITH BACK-DRAFT DAMPER. S+ 7' / MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BEDROOM 2 �I p� \ BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE 115 SF I/ L. OF 50 C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY N - / OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 JO � r - 9' CEILING D9 2880%100 , '� < N.,/ " 0 INCHES.DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED TO THE 0 r 5J'-8 1/2" El \ / - 'S-O _ , e /\ i 1 OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING (V (V U. r CV f1,�' INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, oI _�- _� ` �L , NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT A N I v D12 3080 t -5"i-iM 11 II • ^ EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTfON WITH DOMESTIC ® , N _-- I - II ^� / DRYER EXHAUST. CD r o _ NNN (V 3 I + / i WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC D11 288 + \ 11 CONTROL,SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. _' _ LIVING• �.,I 3'9"X5'SHWR N 8' 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED GAS 427 SF r r- ‘-- II a "7J„ \ \ HEADROOM.FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT 13 HR R 9' CEILING M 1'-11" M r 0 „ \ 6( WORKSHOP O 12 LESS THAN 1/2"PLYWOOD.ACCESS COVER IN GARAGES TO BE HINGED AND 1 O - 12-10 �+ SHALL BE wEATH0 in ERSTRIPPED OR SEALED TIGHT. E O ip 156 SF / GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR 0 "' o gi m a in- I `VAULT 13 NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER oo N w in SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2. .0 / F r •' - 031 288 I � 2 'PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH N ' kl I I `* , „ ®= OWNER FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. O SS c 1 T—$ 1/2" DOWN—► 5 I °� m 0 14 REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON- O o COV'D DECK , 9'-6 1/2" 4" L COV'D ENTRY 6 N ` 2O� y�� COMBUSTIBLE SURROUND&HEARTH MATERIAL. Q cs 175 SF �'`> 1 I I I -- '� 6 GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE z p co(71 M .0 O O F- 1 ' 260 SF �' '�` 15 FLOOR MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR ce •Q °'i I- c a --I 1 ? J o Ns/ a - �sr ; N TOWARDS FLOOR DRAIN. m M o7 7/16" RISERS iO+ *N.. e 0 Z m ,, Z N 3w cV No c0 ` I 10 UP ES DS II ® (V 103 N ` N, '' 1 6 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q z O 3 13 r p 2 g aQ a th 3 , Il r -__ '- I13 11'-6" _, " � ...... , GENERAL NOTES Q 1 r 1 r / r I j I 4 _ �p (V I I _ , = N � 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ui qv II. ti D1 c,80l. 1fl 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 0) ', _ _, t j O 2'-5" - - 6'-1" I .e, 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. 0 T 0 %- ' N r -` ------ - t I + 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. L.L C ` W C vC � U Q 1'-9 1/2" - iv 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. p I DINING _ _ © 1 r 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Z Z LL -- I 179 SF N FI DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. W 03 _ m 1 _�.-_ - _ N Z W 3 C\I o I 10'CEILING 1 to o - FRAMING NOTES " L " O 0 r I I D1 :'4080 li W I W p 00 .r-- N I I r N . NIIII . (0 1 _ CL CD fy CO - C) > '- - - : 1 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. IU I N Il- n1I 1D N14 1I I II I 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF Q W W_ _ _ _ r I I II I - FOUNDATIOWSLAB/JOISTS BLOCKOUTS.Or IIII I I I I IF, pUTI L 1 N 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATICar DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO U1I 1 I I I 1 I75 SF 1 , THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND O I I I II1 1 - a 9'CEILING I c'qINSTALLATIONII II u I-I- 11W 94. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY1660 CSMTH „ 11 I II oyN, I I- MANUFACTURER CO ��,I / I LI 1 1 - - - a Ox - m I/ I I I O ' 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL WI• CO N M • ---: CO f+) RING SHANK 3d's @ 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO r M p�j '', 1 1 ^ K TCH E I 1 1 SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. 7 co PNTR D _I I 1207 SF I I I I N - 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND <a o p-' IL 29 SF gill I I frAUX BEAMS I____ '" BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. s Z w a -r -- -------- 1 i 1 6'3 I Y-t p - - z z �� - 1 _ 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE 6*,” I 1� I 1i -1 n� t i 1 VJb i I i t © O THERE IS A LOAD BEARING WALL ABOVE. Z a co Z o I I I 14L mac', I I 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. rc o�" _� I I I x �F,�c.. I I I < mo3g 1 ,cT I I 7C IIE.--- I zfao I 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS - r'-r"-T' is FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. a a t h OZoLLW W6(2)4036 FXD am FtoU' 111/2" ENERGY CREDITS ° 2'-6" 3'-6" 4'-0" 3'-6" °N=° NQZ W NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY �:L;'xa 1 -6" 4'-0" 4'-0" 1 6„ 0 Fw 9 1/2" „ „ „ CREDITS TAKEN Z i z cc o 3-3 7-0 3-3 18-0 5-0 ENERGY CREDIT 1a l'i-cocog" EFFICIENT BUILDING ENVELOPE 0 z=,o , 10 -WINDOWS: U=0.28 11'-6 1/2" ' 3'-6" 23'-0" 3'-6" z FLOOR: = R-38 INSULATION itwwo -SLAB ON GRADE -R-10 ENTIRE SLAB <zy�o wz.4z F°p UB i 40'-0" ENERGY CREDIT 2a c6wzoa / yoz�¢ AIR LEAKAGE CONTROL&EFFICIENT VENTILATION zc�`;o -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR oohzu Z -WHOLE HOUSE FAN PER SECTION M1507.3 Q wgp z0.< ENERGY CREDIT 3a 2 g80Qsa-, HIGH EFFICIENCY HVAC EQUIPMENT -pow 2 4.• WARRff -GAS FIRED, PROPANE, OR OIL FIRED BOILER re1-=o 1' �OF I WITH MINIMUM AFUE OR 94%. oz0o . 'C W'o a ✓6 4' 4. • ENERGY CREDIT 5c r / EFFICIENT WATER HEATING OWNER APPROVAL a .. -GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. ZMT3 O , ,Z6(Lo WALL TYPE LEGEND Nci PAGE* z was 8134'29 ---2X6 WALL W/R-21 2 INSULATION (S 61 twt,£EQ'S 'SET 2X4 FURRED OUT A6 z coo t5 con, 5w.1. T'L. WALL W/R-21 INSULATION E 'J,T€M,S en-4 1-4 • r 2X6 WALL PAGE: 0 21 I 2X4 WALL 10 of 24 N NOTE: ALL FASCIAS 2X14 WITH 2X8 SHADOW BOARD DESIGNED BY o MIKE TRAFTON SCALE 0 it 1/4" = 1' U.N.O. °- DATE 10/29/2019 11'-6" - 15'-6" 9'-0" 161-0" 6'-10" 11/13/2019 / / 12/17/2019 0 0 1/6/2020 2'-0" 2' o.. 011) N V co co M N al I) I.O _N— ID r" 1 36B- 1. 5x11.8 LVL BCI JOIST - to N t ' _ ; :1:15 �— BCI JOIST BLOCKING I N - r.., NAILING PER LOCAL CODE ricr ch /2'-0" X 15 FF N I J z 80L �°"d- • . PROVISIONS w > '` * : . +ate al o [ 15 FF N I'II m 6'-6 1/2" 5' 0" N y' '' *1� [ U Z � i� k 20H -4X6 { MIMI cq w 61J- 11 7/8"ea 6000 xaW m 1.8'I"JOISTS 16" O.C. N 2[-0" i i _� SUBFLOOR 12FD ' 80L o 1 b } r.( (WA INTERMEDIATE ORBEAM)FARING 11 CO Iltt • m 0 -GRADE POST t NL D m; ( 20H -4X6 0� 3'-6" OX8 ARCH'L \ \\_ } H ° - c9 Lo X 5 4 GRADE POST (gf 308-5.5X7.5IGLULAM N ' 4' 4" 1 o s ""� E X� li ' FLOOR JOIST BLOCKING PER 502.7 E N 0 15 FF �� "' in ` (SEISMIC DESIGN CATEGORIES D1 & D2) o \ BEARING WALL > o " 39B-« • ' GLU I N N L e 1 ' �� \\I ©CONTINUOUS BLOCKING g 11'-6" � 13-11 1/2' 72P-(a)2xa 3 6 1/2 J 9-9" J L.. 1 1 3 N i a I mte r A7 NTS z Q v X 0 .X X I' D,, ¢ X N O - LOT { +. N: J W o O L- _I in O 0 ? to Z N " i, 62J- r �� • 1 7/8 BC!6000 1,8"I" JOISTS @ 16" O.0 co- m BLOCK OUT FOR STAIRS N .—X ® O z o o. 11 RD ROOF DIAPHRAGM TYP. _-- . M > Lo �' - COm a ¢ a CO "> TPO MEMBRANE FROM WALL TO 31B- 1.75X11_8 LVL ! 80L m `` } la METAL CAP PERIMETER CURB , gl t.X'il 6 J- �i A N 11 7/8 BC! 6000 1.8"I' JOISTS { c� 0 EMI • III I @ 16" O.C. FACE MOUNT JOIST co' l _ 11 KU KUUh UTAPFIRAGNTTY� 30B-5.5X7.5 GWLAMa g[ , --- i �i PO MEMBRANE FROM WALL TO a HANGER — r l 11 7/8 BCt 60 62J- METAL CAPS PERIMETER CURB y I O OB 1.8"I"JOISTS @ 16" O.C. 5'-8 118" VERSA-LAM OR 0 W Iit 11 RD ROOF DIAPHRAGM TYP. III iv BOISE GLULAM BEAM: Z o �' TPO MEMBRANE FROM WALL TO 61J-„ 7/8" BCI 6000 - d < o METAL CAP @ m 1.8"I" JOISTS 16" O.C. L BEAM WIDTH SHALL — Q yy��,,� ` EXCEED 2X SPECIFIED �� F- N PERIMETER CURB > ' - ` CO @ i HANGER NAIL LENGTH Z z , 2'-011 N 20H -4X6 _mI SUBFLOOR 12FD w Nv = W z 1 1 1 3 N X J — LLI u� 8X8 ARCH'L 1 mi m ti' /1/ d GRADE POST D P m v e L.L CO� ♦ /" BOISE RIMBOARD U v J N 0 um 1. ► mo f - I I' D —__ __ J U N i; + W I CtARD 0_ 2 cn _ _ •� Fm � /// TO BCII JOIST NAIL BOISE IWITOH 8D 0 • HDR I1 0 zI . - NAIL INTO EACH FLANGE. 0 4 ti (V i't IlJ • c co - cm7 M N Ill 0 20H-4X6 `� N z za 15fF = - <mpa ° s6_ 4.75WF1 LVL _�[ o RIMBOARD w =N N E JOIST TO BEAM F Z =1-2° 35B - 1.75X11.8 LVL_J p u.z0 En 5-4„ A7UOa} NTS A7 NTS 5 ) LEDGER 80L I - aco„g, / / I ' < aWUCvi C 20H -4X6 20H -4X6 � Et azo,w Et y f imcergo EN i . ! ohazII I II N 1 O . - w MANUFACTURED TRUSSES 24"O.C. O U. cgin, zrxwo J W�N,,, / / 11 RD ROOF DIAPHRAGM TYP. O z�Qo� 2'-0" TPO MEMBRANE FROM WALL TO / 2'-0" LL �.�00 METAL CAP @PERIMETER CURB O ccww0 ��// zaau� 11'-6" 13'-6" 2T 0" 6' 10" L.L. W-<z2 7 PJH - GEROOFTRUSSESO I-JOISSOR23J I I -CHANGE DECK DIAPHRAGM, 11 RD LLI -HEADER CHANGES TO 26H I 1 'W p CHANGE ROOF TRUSSES TO I -JOISTS OR 2X 63J v z=�a -CHANGE GIRDER TRUSS TO 36B r aozjADD WALL AND DOOR AT STAIRS PER PLAN SHEET A6 a woz O .4zy� 3 J . ., 11 _� ~OWNER APPROVAL Q, OPVAL //672,0 IS i airs ir3W24, 1"rrwL-. Q PAGE# z9 ELA iufi6R`s 5644 w TT£M<T ON Lit • A7 a E 0 PAGE. U 11 of 24 N FLOOR PLAN NOTES DESIGNED BY r MIKE TRAFTON SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR SCALE r LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN 1 NEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = 1' U.N.O. PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON DATE 18'-0" EACH LEVEL OF THE STRUCTURE. 10/29/2019 SHELF AND HANGING ROD. 11/13/2019 3 BUILT IN SHELVES. 1 9 1/V/2OZO war St Tar 11'-5 1/2" 6'-6 1/ 0,A 4 CABINET-OWNER/CONTRACTOR TO VERIFY. 5 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BECD 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. C O 6 TEMPERED GLASS 0 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE ILL I INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NOla) a 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 8'-0" 31-5j 1/2" OVERTURNING IN AN EARTHQUAKE.MIN.EFFICIENCY OF 91% I I ImCD I HOUSE TO HAVE MINI-SPLIT UNITS. NO FURNACE SHALL BE INSTALLED IN ANY "C3 CONFINED WIT THROUGH A O N I - CLOSET. PROVIDESPACE ATH LEAST 30"ACCESS OFONLY WORKING SPACE IN FRONTBEDROOM, OFBATHR FUROM,NAC E.OR 0N SHWR _ PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOTC EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. '9 17 SF N 1 O 2'-7 1/2" N 9 THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45- V' - �� M DEGREE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH (ZS 1'-1 1/2" 1 -s I DIAMETER EXHAUST DUCT OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS 1 M I REQUIRED WITH BACK-DRAFT DAMPER. I 1 MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE liM CV r, OF 50 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 IIW _ " M H CLOSET I Q 1 0 INCHES.DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED THE OUTSIDE. INSTALL DUCTWORK PBIOC TO INSULATION FOR FRAMING 46 SF I N INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, ;I 1 O ioCli 2 I NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT BD in CD /AU LT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC CILA11 _ © i cs !- " co DRYER EXHAUST. co I �' I 11 ONTROL,SUCH ASS A C OCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. N0111114 co _ .. I (0 I 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED U T S HEADROOM.FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT z a ] BATH CV 1 Z LESS THAN 1/2"PLYWOOD.ACCESS COVER IN GARAGES TO BE HINGED AND co N I - r ' SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. E . "4 183 SF = / o to O> ._.. / GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR C ROOF VAULT r ft I 3 NOSING.INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER a (h SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2. U TPO FINISH I D25 2680 � 1 1 1 D262 6$0 ✓ PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH Cc; 2 PKT 7 7/16" RISERS PKT - \ I 1 4 OWNER FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. rn a 1 REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON- r O 1/2 10"TREADS 9'_9" 1/2" 0 COMBUSTIBLE SURROUND&HEARTH MATERIAL. [r rn 3-9 DN I I N LL GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE z p °�W 1 in 1-1-1- 1 1 5 FLOOR MIN. 1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR a Q FTr V -- 0 e' 1 61 N O r' TOWARDS FLOOR DRAIN. W C9 0_ w ,,.� r 1- 13 v in - FL o J m z N H ® �p _ 0 1 6 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. 5 Q Z W 4? iV 13 - m a¢ a r, > 333 eo 1 , in \ � . Tr > k _ 11 I I GENERAL NOTES 1` __ / D27 2680 D28 2680 I Q PKT PKT I I '1 I -}II ' \� 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ® - u N ROOF 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 0) MASTER SUITE I Co i t O CO 3. VERIFY ALL HEADER HEIGHTS WITH SUPER. 0 262 SF TPO FINISH V m VAULT w 4. ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED OTHERWISE. 0 ' ` Lu (0 / / v C �1 I � _ 1 - _ 5. ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED OTHERWISE. Z U S M I I H rv/!� <'O a O 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Z Z z �, LL 10 DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR LOCATIONS. ILL v I J — W 3 N rcq N = X FRAMING NOTES w o a 4 LL I I , —/� ® m 9 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. W (/) CD O m \ G) Ill D N 1 - 2. COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF LLJ W -13 I FOUNDATION/SLAB/JOISTS BLOCKOUTS. qvN\ _ I 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC• O_ law I DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO F" 1 _ THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION.4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY/ 11'-1" 3'-I" o I iIMANUFACTURERN O 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ci Q RING SHANK 8d's @ 6"EDGES&12"IN THE FIELD.FACE GRAIN PERPENDICULAR TO N- I I'+ _N �STUDY I ! SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. m 125 SFi li i. 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND orVAULT I J BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. Z W©Al 2 1 ©WN20 26 NT M i 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE `� z8I \ \ j THERE IS A LOAD BEARING WALL ABOVE. z$zoWZFU- - - - r - T 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. z o z<Tho<zyo°I 9. 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CD 1 \L ;_ ___ iic \ . „ • I, / fthllUul ' ____ 1 1 :1, . , ,u� ► I am PROJECT / CLIENT INFO BUILDER INFO: / ,., , Nit MAILING ADDRESS: oN m mXI EXTERIOR THE R E I N S C H ANACO TES WA 98221limmimaa 11 m vomi D PERSPECTIVESStrandberg °' N - m O D RESIDENCE 3 00293-7431 O N N N m c D > Z N o oOOOm Z m W r T MAY NOT BET EPRODUCEDINIWHO EHE INFORMAION PLANS,DESGNS OORINPARTWITHO TTHEEXPRESSWRITTENPERMISSIONOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE OFSTRANDIBERGAL D 3937 Rock Ridge Parkway, Anacortes, WA WEB: DESIGN O O ' CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY,SCHEMATIC,AND/OR CONCEPT CONTAIN INFORMATION www.strandbergconstruction.com Z THAT IS CONCEPTUAL AND SUBJECT TO H OR OF IHE DESIGNER SUPKES NO PLIED CLAIMY A FOR ACCURACY OF CONCEPTUAL 98221 IS:/Strandberg Companies/SCINC/DESI N)OBS/Reinsch/Deeig& EINSCH-3AArchitectural PRIN'ED.January 6, 020 DESIGNED BY STRUCTURAL STEEL FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES MIKE TRAFTON E 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 AISC (Ninth Edition). Manufacturer: Simpson brand is specified,however any 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 - Shop Drawings. CCI recommends that the Contractor or builder submit shopdrawings to CCIprovided that theyare equivalent in their abilityto c all applied loads in all orientations. membersper the Plans and applicable buildingcode. Where Structural Plans do not specifically address recommends that ageotechnical report beperformed byaqualifiedgeotechnical engineer for all most recent buildingcode adopted bythe approving jurisdiction. 1/4" = U.N.O. 9 9 q carry PP PP Pe Y Po g P PP g for review and approval prior to fabrication and erection of the structural steel portions of the a structural element, construct said element per minimum building construction projects. Soils analysis and geotechnical engineering are not a specialty of CCI. CCI DATE Installation: The Contractor shall install all prefabricated items in strict accordance with the code. Calculations. The calculations included herein are only those required to ensure compliance with code. We project. Such review and approval of shop drawings is beyond CCI's current scope of work. manufacturer's recommendations and requirements. The load carrying capacity of theprefabricated item FramingMaterial.All sawn framinglumber,not includingbeams,posts,and columns, shall be Spruce 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" q �S' g P ty P capacity, liquefaction potential, slope stability,active and passive lateral pressures, internal friction 1 O/29/2O 19 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 angle,and cohesion. In the absence of a geotechnical report CCI will make assumptions regarding soil (By inspection.) 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. 1 /6/2020 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"shall be granular material conforming to local or state highway A Areathese 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 cleangranular materials no larger • Steel pipe shall be ASTM A53, type E or S (Fy35 ksi), or ASTM A501 (Fy36 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. P PAC:Asphalt Concrete P p = ) = ) than pea gravel. All structural fill must be compacted per the following section. BI:By Inspection • Structural Steel Tube sections shall be ASTM A500, Gr. B FSimpson SD Wood Screws. With most Simpson connectors, Contractor may use SD9 in lieu of 10d Beams Posts.All structural b headers,and posts shall beLarchNo or Doug Fir 2 better, BRNG:Bearing(wall usually) ( Y =46 ksi). and sawn eams, Compaction:Place all fill materials in lifts not exceeding 8-inches.Compact using mechanical(vibratory a Elastic modulus or Electrical nails, and/or SD10 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 better. or im act methods. Inpaved 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 member(s)connected. Glulams,PSLs,LVLs,etc. shall be per Prefabricated Wood Products section below. impact) P CCI:Existing uctionCalc,Inc. 011) only low hydrogen electrodes, min. 70 ksi., in conformance with current ANSI I AWS code. All relative compaction. in non-paved or non-footing areas use structural backfill or native backfill minus baseplates, beam endplates, steel end connectors, stiffenerplates, and bentplates at column Nails:Nails called out herein are"common"sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter,similar rocks, lumps,and organic matter,compacted to 92%relative compaction. CM:Cast in ptece concrete P g P P 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 CO:Callout or Cleanout (5 Where pipes enter and exit structures(distribution boxes,utility boxes, catch basins,manholes,etc.)use 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 ° Conc:Concrete (1) ) be welded all around unless otherwise noted. Care shall be taken to avoid excess warping of example if 16d nails are called out at 4"spacing,the spacing of similar length, narrower nail gun nails structural fill around the structure.Carefully place and compact to 95/o relative compaction under and Cont:Continuous welded elements. shall be 4/1.5 =2.7". around all pipes. OF:Douglas Fir W HF:Hem Fir (' 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 When roots,rocks,or other undesirable materials cause over-excavation, fill over-excavation and OW:Gypsum Heating,Ventilation,and Air Conditioning standard washers under all nuts and anchor bolts, unless specifically prohibited elsewhere. Wall Table herein usingmaterials designated for lateral load resistance bynationally-approved compact per the above. Gyp: shear wall P Y !mGyp:Gypsum wall board Steel Coating SvstemS. The requirements of this section are strongly recommended but are 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:Gilliam BeamINC) optional at the Owner's discretion. All coating systems shall be installed in strict accordance specifically called out,or labled"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 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„ ICF:Insulated Concrete Form ID with manufacturer's recommendations. Sheathing."PW"walls,use plywood or OSB,minimum thickness and nailing as indicated in Shear Wall IEBC:International Existing Building Code Table,oriented either direction. "GW"walls are drywall 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.) C moss, debris,or other deleterious substances. Pressure wash as necessary. Use bonding agent prior to KSI:Kipsper 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" p Square Inch 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. pouring concrete on rock.Where rock is sloped less than 4:1 (14-degrees),no dowels into rock are LVL:Laminated Veneer Lumber each usinga vinyl high-build coatingsystem. Unless otherwise specified bythe owner, the final necessary. LSL:Laminated Strand Lumber Y 9 Y P Lt:Left Multiple Ply Members. color shall be `primer grey'. Contractor shall verify this color with owner prior to any paint 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 1/2"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: NIC: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 W(1111ti 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,corners,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 ply beam or column, connect all plies with glue and 2, 16d at 4"spacing. max spacing. Dowels to be centered on stemwall. PCF:Pounds per cubic foot color shall be 'primer red'. Contractor shall verify this color with owner prior to any paint PLF:Pounds per Lineal Foot application. Glue. Epoxy. Where specified,wood glue shall be commercial grade with minimum shear strength of • For pad footings larger than 12"square or round,use three dowels spaced 8"apart,centered on Ply:Plywood PP PSL:Parallel Strand Lumber 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 Epoxyused with wood dowels or driftpins shall be Simpson ET-HP, or other brand intended for wood PT: Plywood Pressure Tor OSated shearh preservative P • For pad footings equal or smaller than 12"square or round,use two dowels spaced 6"apart, PW: 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:or Reqd: not actual PREFAB WOOD PRODUCTSREQ q RequiredW 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 a suitable vapor barrier(designed byothers)are recommended for all interior slabs. Rt:Right GAR E vertical.If header is less than 3 inches wide(I.E.a single 2x or single LVL)use a flat 2x nailed to the P ( s:Section modulus �" ��f 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 Callous �� �� o is assumed non-load bearingand wall topplate mayserve as the header. SD:Storm Drain !L fir ' 0 Prefabricated Trusses.Where shown on theplans, allprefabricated structural roofingmembers shall be fmished grade, shall be provided at the base of all footings and retaining walls which will have earthN 2 SIP: Structural Insulated Panel J' 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 ' , ' so, o 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 otherwise specified. SOG:Slab On Grade w ¢ 0 installationprocedures,blocking,bracing,etc. number of kingstuds specified below or in the Structural Callouts. SPF:Spruce Pine Fir 1Yg7 Li_g> g Pe STANDARD CONCRETE: SS:Sanitary Sewer 4y Z CI °'w 73 a Engineered Wood—General.These inducts must be provided, stored,and installed in accordance with Trimmers, aka Jack Studs. Use size or larger)per Structural Callouts. Concealed flange tan er of STAG: Shear Transfer Around Opening ¢ M g P P ( g )Pg Standard Concrete. Concrete for footings, slabs,and walls shall attain a minimum 28 day strength of fc 0 manufacturer's recommendations. Failure to do this mayvoid the warrantyand diminish load carrying similar bearinglengthand capacity maybe substituted for trimmer. g Y yard. SP:SIPS shear wall y I�6 Zp w c9 O ° @ Y gP tY =2,500 psi unless otherwise noted on Plans. Minimum cement content=5 sacks per cubic SP:S Typical Z m ce w co w 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 $uc ne eat� , -I ¢ O¢ O e4 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(Ibs)or unit shear(pit)respectively CO 2 a ¢ a M 3 with web stiffeners and other blocking/bracing as shown on the Plans and/or as recommended by the * Admixtures.Industryrecognized and approved admixtures affectingset time, flowability, W:Wall,full length manufacturer. Opening less than 6' wide—use min.,one king stud each end of header. g ppr and/or WWF:Welded Wire Fabric waterproofing may be used provided the strength and durability of the concrete is not adversely affected. PSL(Parallel Strand Lumber)and Versa-Lam.Use minimum 2.OE, 2,900psi minimum allowable * Opening 6.1' wide to 9' wide—use min.,two king studs each end of header. o Q Air Entrainment.Provide 5/n 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. Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 LIMITED SCOPE OF CONSULTANT'S WORK: U 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 cones ondin reduction in cement content. An such concrete shall obtain at least the stren U) the end of the header shall be connected to the remainingtopplate beyond with a horizontal CSl8 strapcorresponding Y gth Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Garrison, P.E., doing Z N LSL(Laminated Strand Lumber).Members indicated as 1.5E shall have min., 1.5E modulus of elasticity Y and durability characteristics as Standard Concrete listed above. business as ConstructionCalc,Inc., hereafter indicated as"CCI." 't and 2,300psi allowable bendingstress.Members indicated as 1.3E shall have min., 1.3E modulus of with minimum 12" length on the header and 12"length on the top plate beyond. Strap may be on top, 0W t0.) 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 CD elasticity and 1,700 psi min.allowable bending stress. family residence+detached garage. CCI takes responsibility only for items specifically addressed in our Z O Anchor Bolts. Strength: Standard Footings, Stem walls. Slabs on Grade. Reinforcing bars(rebar)for standard footings, 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 drawings and calculations. Constructed items not specifically addressed herein shall be built per minimum ��/� Q I— 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 J T 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 W CD grade. .229"steel washers,wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. Strength: Retaining Walls and other Structural Elements. Reinforcing bars(rebar)for retaining walls LOADS J W �i N 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: U L t11 Pressure Treated(PT)glulams shall be not less than 10%weaker than the above in bending, shear,and like shall begrade 6060 ksi)unless otherwise specified in the Plans. tB co previous section. An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP (Fy= P modulus of elasticity,using suitable wood species for pressure treating. U ELat the same spacing specified for wet set anchor bolts. Splicing,Bending. All reinforcing shall be spliced, detailed,bent, and supported in accordance with the All glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with most •recent ACI code adopted thejurisdiction. • Roof live: 20 psf. W O Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends andby O ' ` 1D manufacturer's recommendations. • Roof+ceiling dead: 15 psf v O 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 Ct set,or 1/2"Titen HD with 4"min embedment. Ga.),ASTM A-185. Splice by lapping one mesh+2"all sides. • Roof snow: 25 psf (^ • Floor live: 40 psf 0_ V, Y Non-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 0 embedment, at 16" OC,unless otherwise shown. • Stairs and exits,residential, live:40 sf Footings and other unformed surfaces,distance from the bar to earth face...3" P Q' 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 psf. n/ 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 LIB 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. Pressure Treated Lumber.Use pressure treated lumber in contact with concrete and/or soil,and when • Seismic Factors: Ss= 1.105, S1=0.438 directly exposed to weather. Pressure treating chemicals shall be inert,or otherwise non-reactive with BOLTS AND DOWELS IN CURED CONCRETE: • Seismic Des Category:"D" <z o`_ metal connectors(includingnails,bolts, framingconnectors,etc.)or structural steel members. • Wind Exposure 'C',3-secgust: 120 mph. o5 General.This section shall apply to bolts and dowels installed in cured concrete using rotohammer p '^ i 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. V J o 23 tea asphaltic-treated construction paper between wood and concrete. any edge or end of concrete=3"from hole centerline unless otherwise specified. w o LL z o heavy, p p p SINGLE PROJECT: o o > Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer C°c Blocking/Bridging.Provide continuous blocking at all bearing locations.Provide full depth bridging or g g P g g The calculations,drawings,notes,specifications,and/or tables prepared by CCI are valid only for the H ;z Sd blockingat 8'OC max. injoist or rafters without continuous plywood diaphragm connection on the to operations.Location of existing reinforcing bars may be by non-destructive methods(pachometer, radar, _ o p yw p ragm p . 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. g'Talc' a ZOLLW Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer y w Washers.Use 3"x3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted, Z t k o g o post,column, or other concentrated loads through the floor to the supports beneath. COMPETENT CONSTRUCTION PERSONNEL/SAFETY: with plate washer under the nut as allowed by the IBC. At non-mud sill locations, smaller washers may i; a o m 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 J 3 w<COO 1 1 condition; use standard A307 bolts;for bolts in wood,drill the same diameter hole as the bolt;for bolts w,�d herein should be employed to assemble and construct the work. y��g y in steel drill holes 1/16"larger than the bolt diameter.Provide the following minimum edge distances f w w z 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. 5 Lo resist tension loads and shear loads. Install per manufacturer's recommendations. Contractor assumes full responsibility as to construction methods used,safety provisions employed, and the ; w 5/8 inch diameter bolts 3 inches zloo Epoxy Systems. For bolts,use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, finished as-built condition of the structure and related systems. 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 of w U. zau�p 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 is H zoo 0 g in strict accordance with epoxy manufacturer's recommendation. o w w o i- Minimum distance between edge of bolt and anyedge of steelplate(angles, Brats,flan es webs,etc.) the contractor's responsibility to ensure all field personnel understand and adhere to this. U z o § g g g ioyiao shall be one inch. TEMPORARY SUPPORT AND BRACING: D NZZOZ_ EIS 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 //�'�// z;1 z construction. Design of same is not included herein.Contractor or owner should check all temporary- Et g 8 o a Lag Bolts. All lag bolts greater in diameter than 1/4"shall have pilot holes pre-drilled. Size of pilot hole a z z in threaded portion shall be 70%of the unthreaded shank diameter(or alternatively,90%of the root supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary I— o w z a. diameter of the threaded portion). Pilot hole diameter of unthreaded portion shall be the same diameter and/or permanent support systems. m?o oi tt as the unthreaded shank. Retaining Walls.Do not backfill against retaining walls until concrete has cured to at least 2,500 psi(okay to z=hy >ZH 5 use high early strength admixtures or additional cement in the mix to achieve this).For retaining walls that .$o$ are to be connected at their top to horizontal floor diaphragms, do not backfill against the retaining wall until OWNER APPROVAL such horizontal diaphragms are in place and properly connected to the retaining wall. 3 63 mrrut: g RAGE* .z, N ow O S1 a N. E PAGE U g 21 of 24 1 N DESIGNED BY .n el StructuralCalloutse-CopyrightConstructionCalc,Inc(CCII 46 MIKE TRAFTON As 0 PA Per Arcbitect �A \ Structural Item:This item and related conneNms shall be per architect/designer. SCALEV 7� 8 SW Simpson Wood Shear Wall Detail U' 1/4. 1 Wood Shear Wall: Use WSW 18 Width l8".Height,see below. D8 1/4tt = 1 U.N.O. rc- " 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. 1 0/29/201 9 - Position to align with outside(exterior)face of studs. Furr-oat 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. 1/V/2020 • Sheathing: Sheathe header.WSW,and wall similar to 2PW. Bottom Connection: Anchor bolt,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 Bolt template,SSW. 11 RD Roof Diaphragm Shear Capacity: Good for Eh=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: 0) ?> - Where connected to shear wall,connect per shear wall callout-top of wall. a - DECK DECKING IS 13 D D, TYP. - Where trusses or rafters conuect to beam,use H2.5,or A34 with screws,or similar,typ. z N - At ledger,connect per ledger callout. 6 / 1:, • Sheathing: 7/16"min,OSB or CDX plywood. " Sheathing Layout Case 1 per IBC 2306?.(1) UJ • Nailing: Use 8d at 6"edges, 12"field nd ❑ fn ` t Blocking:Not required except at supports a at connections to shear walls below. 11) 12 FD Floor Diaphragm Sheathing: With joists at 24"or 19.2"OC,use min.,24 oc rated, APA Stud-I-Floor;either 3/4"species group 1,or 7/8"species group 4.Maybe OSB or plywood.Good for 130 psf,TL g IJ360 deft. Sheathing: With joists at 16"OC,use min., 16 oc rated. APA Sturd-I-Floor,min., 19/32"thick. May be OSB a plywood.Good for 245 psfTL @ U360 dell. 1:40) ® 2 PW • Sheathing Layout: Case 1 per IBC 2306.2.1(1) - Orient sheets continuous over two or more spans,with the long dimension across supports. W Nailing: Glue,and connect with 8d ring shank nails or t#9 screws,at 6"edges, 12"field. • Blocking: not required except at supports(beams)and connections to shear walls below. I 1 I 13 DD Deck Diaphragm r t Decking:Use wood or composite decking per Arch,min actual dims: 3/4"x 3.5". ali i * Decking Attachment: Use decking screws,length to ensure 2"min.,embedment into framing below. - Use 2 screws per 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. 15 FF Floor-To-Floor Holdown • Min.,Capacity: Goodfor 1705tension. " Strap:Use CS 16 vertical strapapapplied to outside of wall sheathing.Attach to 2x studs lined up above and below rim joist.Fill all nail holes with IOd. - 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 1 " Min.,Capacity: Good for 1,705 lb tension O • Drag Strap:Connect beam end to shear wall top plate beyond with CS 16 x 36",centered ova beam/top plate intersection -- Strap must be straight and horizontal. Strap may attach to either side or top or bottom of members conected. o ® d > t JT 80 L Ledger Roof Diaphragm �� U C 0 N I I • 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 3 1 I use 2,SDS or LedgerLOK per stud. iti rn c - Length of SDS or LedgerLOK=full depth penetration into rim,or 2.5"min embedment into solid framing. O < o = - Min distance of connector to end of ledger or splice=2".Min edge distance to top or bottom ofledga=2" a. CI) • FramingConnection to Wall,General:Use anyof the following,whichever isapplicable. w `"' R, — Q ' a - 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 O X r f2 — a I a - Parallel Rafter or Truss Top Chord: Ledger maybe top chord of truss or last rafter or similar.Ledger to be placed over wall sheathing. 8 ? m 0 Z III 0.) o _ Mono Truss Top Chord Perpendicular:Use continuous 2x blocking between trusses nailed through wall sheathing with 16d @ 6"OC to solid wood backing Q O Z w (continuous rim,Plate,ledge,or blacking) m 2 a ct a el - Mono Truss Bottom Chord Perpendicular: - Alternate I:Hang bottom chord with hanger mounted over wall sheathing to solid wood backing(rim,plate.ledger.or b r .) -- Alternate 2:Use min,2x4 ledger let in to truss bottom chord.Ledger to be placed over wall sheathing and corrected with min.,3- 16d @ 24"max spacing. W a • Roof Diaphragm:Connect roof diaphrapmm to ledger with 8d ring shank or screws at 3"OC. U Vj I ] I I 81 • L Ledger-Floor Joists to Rim. _ Z t CD • Ledger:Use min a,2x,or 1.5"wide LEL LVL ledger,at least as tall as joist. O — Conned on:* Ledger Conneon: Correct to rim with 2,SDS or LedgerLOK at max, 16"OC and within 3"of ends and splices. U - SDS or LedgerLOK to be of length necessary for full penetration in rim. Z CD (D * Joist Connection:Connect joist to ledger with U or LU hanger,all holes filled. — C 82 L Ledger-Deck Joists to Rim. Q a * Ledger: Use min,2x,PT ledger at least as tall as joists. Z 03© N J ` * Ledger Connecion: Connect to rim with 2,SDS or LedgerLOK at max., 16"OC and within 3"of ends and splices. W N SDS or LedgerLOK to be of length necessary for full penetration in rim. 0 -Si N • Joist Connection:Connect joist to ledger with U or LU hanger(not LUS),all holes filled with galv screws,Simpson SD9 or similar. li CD d 95 S. Slab: C.:, T * ubgrade:Use structural fill or native material,compacted to 95%relative compaction.It is strongly recommended that all structural fill be checked by a y O e btecluucal consultant. 0 0) N I Underslab Insulation: May use XPS or EPS rigid foam with min,25 psi compressive strength under slab. If used,provide and install per insulation 0 Comannfachirct's recommendations. a. Co Y * Slab Thickness:Use 4"min. Z a O • Reinforcement:_ Use any of the following: cc Structural Shear Wall Table© Callouts - Min.,#3rebarat24"OC,each way,centered inslab. This symbol indicates a dedicated shear wall or panel, per callout below. - Welded wire fabric,ruin.,W2.9,6"x6"(6 Ga.),centered in slab.Splices overlap 8"min. ( -Walls without this symbol are not dedicated shear walls-use code- This symbol indicates the unbraced length of studs in wall. - Fibermesh per manufacturer's recommendation. a) \/_ standard construction. -Walls without this symbol: studs are default 10 feet or less. - Helix micro rebar.min.,5 lbs.per cubic yard. • 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 The number is min. length of shear panel,ft. 16 designer. z o z< -If"W', construct entire Wall per this callout, with minimum individual The number is the max. unbraced length of studs in the wall. Unbraced • 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 W a panel lengths indicated on plan. length is vertical distance between horizontal supports or diaphragms. architectural designer. 1-z 2ts 0 0U.zo Structural Shear Wall Table©- Copyright ConstructionCalc, Inc (CCI) STHD HOLD DOWN HDU2 HOLD DOWN MSTC STRAP Isiz OOZY WZI-Q ce0Z ¢hfJp Sill 'i z 6.U� Nails me r -"^�._.;kst. re<azoerc Stud Nail anchor - • Minimum nor required • J yw Z0 • OZ 0 LLW Post Wood in the rim ] 0 an F.ogp un- Stud Edge/ Sill max seeby a^ m bawd area. z Nails bracedg mat'l Field Top plate& Block-ing Top of wall Bot plate spc'g/ • a �; .�- _ W aye Capa-city, or height, Stud (see std spac'g @ Top plate studs at unsup- conn to Top of wall to fram- Mud sill min. - r ► i 7 �. c'a PY Call- wind/seis, Sheath- screws, max., spac'g, Stud st'l Stud Plate, splice, w/edge ported parallel conn to perpen- ing, max. anchor to embed- : "! Preserratrve- h T:• ` tft6 i out Eh,plf ing, min. Sides of wall size ft. max.,in. size,min. secs sac' in. min. min. nail' edges framingdicular framingspc'g, in. concrete in. • treated "" Z z F"`° specs) spac'g, g $ P l.',t ment, maybe I �wwcrz j�� required W'o,x w 10 6/6@,24 Con't 5/8"j-bolt ; When nailing the strap w z z w o default 24 2x4 Sawn 6/12 16 Con't aeonIdYw�. W @ sheathing+blkg or 5/8" maw va. n e naffs mast nave a7/16" OSB one, either side, n 2`p"'o16 16 2x6 Sawn 6/12 16 48 lapsheathing or or H2.5 or Titer HD ' eOaitlminimum a diameters z a z o 1PW 168/ 120 or plywo- apply directly 8d @ 2- 2x4 2x NA A34 or LTP4 SDWC-15600, 16d @ 6 w/3" wshr. 72/4 " I penetration into ae I„I„I N=«� 1 dstud to achieve the .-oor° od to studs 18 12 2x6 Sawn 6/12@12 w/ 8 6 at 36" max. tabulatedresstanc s. @24 max. See Or MASA z 2woo 24 12 1.75x5.5 LVL 6/12@12 See or MASAP STHD GARB CO usort2 emir. Typical Detail may`.r. WA,S/�A�ce w3zmZ ` , �^' Ve�ticalHW with Strap ,'1 l _._.__ � _ l tV -4 Q �'•' z 4/12@l6 16d4 (same) 36/4 a„ Installation Installed Over i 7 �~ �r • p zo*Q 2PW 490/350 (same) (same) (same) (same) 16 (same) (same) or 12 (same) (same) (same) 2x (same) (same) @ _ Sheathing 1..,..___ , We .;( 7 M o_ Typical STHD74RJ "' -^/ L LJJ = (same) (same) (same) (same) (same) (same) @ (same) (same) (same) (same) (same) @ (s. za-� 3PW same same same same 16 same same 3/12 16 same same same 2x same same 16d 4 r 32/6 Rim Joist Application ��d Riow :, W -nit:I" ;. 48" lap 3x or same -' • 73 o z re` x �)ZH 4PW 1260/900 (same) joints om set (same) (same) 16 (same) (same) 3/12@16 (same) w/ 16- 4x or 2- 3x 2 Zx or hardware2x @ 16d @ 3 (same) 18/6 I � / b(� F�°F co 10 2x4 Sawn 1. 6/6@24 to OWNER APPROVAL T1-11, 6/12na,16 12 16 2x6 - 6/12 t 16 e 225/ 3/8" min g xPW 160 thick at (same) 8d, galv 16 12 2x6 Sawn 6/1 n (sum ame) (same) 2x (same) (same) 16d @ 6 (same) 72/4 - NfrVLL- edges. \ 22 12 1.75x5.5 6/12@12 PAGE n: • W e 335/ 4/6@24 may' t:, t. E s •4 S2 xPW 240 (same) (same) (same a (same) (same) (same) 4/12@16 (same) (same) (same) 2x h _ (same) 16d @ 4 (same) 36/4 2z� _.: I 2,le -te r a Sd for mddistance 1 2zle�''q 2< •I 2r4 rote „Y Min enddistace PAGE: n • on. 5GW 200/200 1/ both 1/2"; 6d 10 24 2x4 Sawn 4/4@24 (same) (same) 2x NA (same) (same) NA ire 36/4 22 Of 24 5/8" gyp for 5/8" default 7/7@16 Typical STHD14 Typical STHD14 Typical STHD14 Comer Installation Mid-Wall Installation End-Wall Installation ttc N DESIGNED BY C S W� i. MIKE TRAFTON 45 N SCALE N 1/4" = 1' U.N.O. N N DATE NN, , N 10/29/2019 ,A, NN 7,eyl . 1 /6/2020 Ili a ibbs_ [4., / , , >K CO ,, z Sim 0 \ .J la) WO N // U I — I I ' MO I N i 1 PWNNNN'ss: N N . W I 1 1 ?hits Aumur 444 o- _ e 1 PW _____ / 1:Cti t - :i 1- • „ _ II O I IXhili II 11 c _ - N 0 111/ itsh.,„ N E o o II e O r, / t — NI/ P1 u_ Ooaf N g ¢ c� Ma . t — CL 21 7Ao zmo • o � m i33i '"!� M ¢ Q z a. W 3 1 1 m � a ¢ a ra 1 PW HOUSE: MAIN LEVEL WALLS. LOWER ROOF. AND 2ND FLOOR FRAMING r� I I I -_ _ _ W GARAGE: WALLS AND ROOF FRAMING II I W Q 1 I t I ETRUSSES AND LAYOUTARE OPA, TYP. �•G' R.Qf U �; LEDGERSATLOWERROOFTOUPPERSHEAR WALL ARE 80L, TYP. ������ y'�'r0Z °'a 3 - '- - ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. b ° p W g,N - 1 STAIR FRAMING PER ARCH AND CODE MIN. " 03 I I I ... Z - DECK DECKING IS 13DD, TYP. MIN. �?'ep 19 ' - Q - FIREPLACE AND CHIMNEY FRAMING PER ARCH CODE MIN. y' At. I- Cl)VJ /�blzd W $ N —�1 �' 1 1 1 I I 1 1 I I I— — — a 2 = 11 L...) 61) _ II II II II CO ' N W I ( I I I I I I i - - 1 I O t , `Cs) FID E I I I I I I I � I I I � Cl)r 1J -1-- I , I ; ; _ Structural Shear Wall Table@ Callouts 0_ Y I I I i/ I 1 - - — Z UO I I •t T I — This symbol indicates a dedicated shear wall or panel, per callout below. lY 1 1 I I I I -Walls without this symbol are not dedicated shear walls-use code- This symbol indicates the unbraced length of studs in wall. W N. 411 - I ' I I I 1 pW standard construction. Walls without this symbol: studs are default 10 feet or less. N-' ' I , 16 CK co1 I I 1 1 1 3.4 The number is min. length of shear panel, ft. Mij a I I I ' I I I — -If"W', construct entire Wall per this callout,with minimum individual -The number is the max. unbraced length of studs in the wall. Unbraced N I I I I I I I I 1lOr a 3 panel lengths indicated on plan. length is vertical distance between horizontal supports or diaphragms. m • woo T I I I aa`eMaacc ' 1 ' n/ a a ow t1 - 1i I I ' I'xc 3E'^',I I ' ga2y '1 s _eeeee 1 I10 wz RFq I I o�zo 0 zw—t, STHD HOLD DOWN HDU2 HOLD DOWN MSTC STRAP Attaches to header �� WZ20 ow‹, Structural Shear Wall Table©— Copyright ConstructionCalc, Inc (CCI) D8 SIMPSON STRONG WALL CONNECTIONS (((�nn!��,, or top plates. � / � a1111 1 � 1 ��� ZzSill - N,,x ate -- 1 i - WOOD ST'1116LWL GWALL, wsw rowZ �Stud Nail oanchor i r �,.,, o y diedMID LEVEL O ION +Ila/ pTI IMPSON ) - standard orjin the t m t mun- Stud Ed e/ Sill max I 1. i -ONG-WALLSB �g ohnam area. alternative top z Nails braced mat'l Field Top plate & Block-ing Top of wall Rot plate spc'g/ PER cALLOUT + 1 connection. "n) c;a w r-,'ed � I ,r-4-a----_ SIMPSON STRON -WALL /16 OSB SHEATHING v Capa-city, or height, Stud (see std spac'g @ Top plate studs at unsup- conn to Top of wall to fram- Mud sill min. Olpl a". �� SB PER COUT I K HOUSE WRAP Z J =x� I gr(1wa Call- wind/seis, Sheath- screws, max., spac'g, Stud st'l Stud Plate, splice, w/edge ported parallel conn to perpen- ing, max anchor to embed- :. i { eel ,r,. c tt 2 X ALL SIDIN •TERIAL A10 f w m r 1 , ' f' 12"SHEETROCK ( ANCHOR S' _ S Ai •-OR BOLTS Iin I< r j mimmmw�y�o 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. -ram 1 • - i — — 1.� ;;� - , S , l 3/4"OSB PER CALLOUT PER CALLOUT6 e HGA10 IQ 6/6@24 Con't 5/8"j-bolt a AAtir , When nadmg the strap SUBFLOOR\ i i 12 24 2x4 Sawn Con't _ aver ose vlr-"� .1 Z + the rods must have a ;R '. NE SARY - ' - m a a 7/16" OSB one, either side, sheathing or „•' GOUGE t As -' L� W a�� default 6/12@16 sheathin +blk or 5/8 , ice„pr �' rekuuso g IT' minimum S diameters 1 ye . z o g g 16 16 2x6 Sawn 6/12@16 2 2x4 48 lap 2x NA A34 or LTP4 or H2.5 or 16d 6 Titen HD, 72/4 1' ,; penenauon,m,the qt: t R ANCHOR BOLT ;, �� Field trimmabie W „�c.. 1PW 168/ 120 orplywo- apply directly 8d w/ 8- 16d SDWC-15600, @ w/3 wshr. ' # z> unt achieveu,e =<;r "� and drillable. Wo00O 18 12 2x6 Sawn 6/12 12 od to studs @ at 36 max. „ - label„oe csisorces ' stHC ; e • 1 117/a"BCI , t to recur and s" z ��o� @ 24 max. See Or MASA (!r-• . 1 9 € e 24 12 1.75x5.5 LVL 6/12@l2 See or MASAP sh°` FLOOR JOIST G a =mwo m0 i-rc opemngsfor R '}• Typical Detail I- 11 7/6"BCI / / , EXTRA RIM plumbing and � } w z z_�? FLOOR JOIST electrical m m 3 m 4/12@16 1 Vertical with Strap -v ' , ` , N�4�o ' BLOCK k'i 3 V Installation Installed Over i 2PW 490/350 (same) (same) (same) (same) 16 (same) (same) (same) (same) (same) 2x (same) (same) 16d @ 4 (same) 36/4 - t - EXTRA R : OCK— z�ma Or 12 Sheathing -- 1 g i DErgog STUD - STUD STUD Irl � Typical STHD14RJ FRONT VIEW 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 S VIEW TOP CONNECTIONS - W Viz § 48" la 3x or same "I 8,618 p 3x or 4x or t WSW-AB iizr 4PW 1260/900 (same) both, offset (same) (same) 16 (same) (same) 3/12@l6 (same) w/ 16- 4x or 2- 2-2x hardware @ (same) 16d @ 3 (same) 18/6 Y. . -..- 3 Y, F I.; wShw'SWlinstaaee OWNERAPPROVAL - joints16d 2x 24 WSW-TOW(provided Hex nut and 6 10 24 2x4 Sawn 6/6@24 j r from front and back T1-11, 6/12n16 ,: I WSW-TOW ,: N structural washer. 225/ 3/8" min 12 16 2x6 Sawn 6/12@16 „I with wSWnly r on one sory Form-mounted xPW (same) 8d galy (same) (same) (same) 2x (same) (same) 16d @ 6 (same) 72/4 •y stanch d p templates nor m 160 thick at 16 12 2x6 Sawn 6/12@12 ., { Maximum Connection wr ra t brItplace anchor ent PAGEx• '� %'shim as Also applicable fa coNre[citox nc wnwL: edges. ••''_-� _ ' - - rtecessary ' ' o m22 12 1.75x5.5 LVL 6/12@12 �; • tongnnn Nhehc taro sraaaaS K�im betorethepour. o • ri tor tight f i 4/6@24 Ma mbar 3 ' k ''rrn mbar I • e: S 3 xPW 335/ (same) (same) (same) (same) (same) (same) (same) @ (same) (same) (same) 2x (same) (same) 16d @ 4 (same) 36/4 ieng k's te a. X � f F azak o $ 240 4/12@16 • r rWSWIOW.nstatsrnha • PAGEmeroro mbination of•h e s'SOS `•PO'. e.% oo '.as Foundation design a 5d for end d lance L Z a k iim rebtr Non WSW-TOW WSW-TOW installs Heavy-Duty Connector screws -el 1/2" or 10 4/4@24 romheswenbamm wdhlOdX24 Align WSW-TOW and rl0xth'sDConnector (size aod reinforcement, 23 of 24 SGW 200/200 5/8„ gyp both 1/2"; 6d default 24 2x4 Sawn 7/7@16 (same) (same) 2x NA (same) (same) NA (same) 36/4 Typical STHD14 Typical STHD14 Typical STND14 of top Beres iron.length nails_ notches with bottom acrevrs corder sePankN as by Designer. m for 5/8" Comer Installation Mid-Wall Installation End-Wall Installation of top pates. WSW-TGWX)00). w DESIGNED BY o Structural Shear Wall Table© Callouts Structural Callouts Copyright ConstructionC'alc,Inc (CCA MIKE TRAFTON r This symbol indicates a dedicated shear wall or panel, per callout below. 0 PA Per Architect o -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/designer. SCALE 1 PW standard construction. -Walls without this symbol: studs are default 10 feet or less. 8 SW Simpson Wood Shear Wall Detail 0 Wood Shear Wall: Use WSW18. Width=18".Height,see below. DS 1/4„ = 1, U.N.O.3.4 The number is min. length of shear panel, ft. 16 • Height: Foundation to top plate.Okay to order WSW long 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 trirmner,nail 2x trimmer to WSW for leader support.Trimmer creates edge of rough opening.May use RUC in her of trimmer,in this case WSW creates edge of rough opening.Remainder of wall section may be filled in with standard framing. 1 0/2 9/2 019 - 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. �6�202 0 • 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 Roof Diaphragm • Shear Capacity:Good for Eh=230 plf-seismic,Eh=322 plf-wind.Max aspect ratio=3:l. Ito:, 7/ • Framing:Trusses or rafters:2x at 24"OC,max. • Framing Connection at Support: - Where connected to shear wall,connect per shear wall afloat-top of wall. CID Where trusses or rafters connect to beam,use H2.5,or A34 with screws,or similar,typ.- At ledger,connect per ledger callont. 6 • Sheathing: 7/16"min,OSB or CDX plywood. (n • Sheathing Layout Case I per IBC 2306.2.(1) W • Nailing: Use 8d at 6"edges, 12"field. (1) • 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 Sturd-I-Floor,either 3/4"species group I,or 7/8"species group 4. May be OSB or UI ....U. plywood.Good for 130 psf,TL L/360 deli. lit:3 • Sheathing: With joists at I6"OC,use min.,16 oc rated. APA Sturd-I-Floor,min., 19/32"thick Maybe OSB or plywood.Good for 245 psfTL a L360 dell • Sheathing Layout: Case 1 per IBC 2306.2.1(1) 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. t • Blocking:not required except at supports(beams)and connections to shear walls below. 13 DD Deck Diaphragm I// \ I • Decking:Use wood or composite decking per Arch.,min.actual dims-3/4"x 3.5". I I _I Decking Attachment:Use decking screws,length to ensure 2"min.,embedment into framing below. - Use 2 screws per deck board per framing member.At decking splices.center splice over framing menber and use 2 screws per spliced end. LIM • Blocking:not required except at support beams. MIIMMI 15 FF Floor-To-Floor Holdown p. \ / I I Min.,Capacity: Good for lb tension. I I ` Strap:Use CS 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. 01) I I - If strap falls at header or beam below,nail to header or beam and wrap around bottom if necessary. t I I� • 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:Conned beam and to shear wall top plate beyond with CS 16 x 36",centered over beam/top plate intersection must be I ] • C - S�may attach eitherdside or or bottom of members connected. �P may top � * Nails: Use lad,all holes filled. c 80 L Ledger-Roof Diaphragm - g Ledger Connection:Where a ledger is called for below,if coCC,connecting to rim or header,use SDS,or LedgerLOK at max 12" staggered.if connecting to studs, N o • use 2,SDS or LedgerLOK per stud. in 2 To 1 —_ en 5 - Length of SDS or LedgerLOK=fidl depth penetration unto rim,or 2.5"minembedment into solid framing. O - Min distance of connector to end of ledger or splice=2". Niel edge distance to top or bottom ofledger=2" IL p rn y • Framing Connection to Wall,General:Use any of the following,whichever is applicable. - Q co CC rr IL - Ratters Perpendicular:Use 2x or LVL ledger,min height to match rafters.Apply ledger over wall sheathing.Use hangers to hang rafters on ledger. IL Z m i-- O�'1 Ec — - Parallel Rafter or Truss Top Chord:Ledger maybe top chard of truss or last rafter or similar. Ledger to be placed over wall sheathing. 0 zo cp m 7 C \ 0- Mono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed through wall sheathing with 16d Ord 6"OC to solid wood backing 5 Q all = — S (continuous rim,plate,ledger,or blocking.) CO 0 'C a en - Mono Truss Bottom Chord Perpemdicntar. - Alternate 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. rW 0 • Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3"OC. V uj 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. UJ p • Ledger Connecion: Connect to rim with 2.SDS or LedgerLOK at max., 16"OC and within 3"of aids and splices. -_ O U - - SDS or LedgerLOK to be of length necessary for full penetration in rim. L.L (U * Joist Connection: Connect joist to ledger with U or LU hanger,all holes filled. - Z 0 Q 82 L Led•er-Deck Joists to Rim. • Led• : Use min,2x,PT led'er at least as tall as'oists. 5-' * Ledger Connecion: Connect to rim with 2.SDS or LedgerLOK at max., l6"OC and within 3"of ends and splices. J W N — UPPER LEVEL WALLS AND ROOF FRAMING - SDS or LedgerLOK toheofle thnecessaryforflnupennetratian;rerun. L eel * Joist Connection:Connect joist to ledger with U or LU hanger(not LUS),all holes filled with galv screws,Simpson SD9 or similar. eo CO 95 S Slab ROOF DIAPHRAGM I S 11 RD, TYP. 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 eotecluical consultant. CD gO � t I I , 'Underslab Insulation: May use XPS or EPS rigid foam with min,25 psi compressive strength under slab.if used,provide and install per insulation '^ jj manufacturer's recommendations. 0- (J J • Slab Thickness:Use 4"min. Z Y U I • e Reinforcement: Use any of the following: e 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. �N/ M 4 - Fibennesh per manufacturer's recommendation. - I..L CO ^Q© - Helix micro rebar,min,51bs.per cubic yard. I • 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 designer. g o \111111111111111111.1.1111111111allii.-1 — • Vapor Barrier.Suggest a min.,6 mil.,plastic vapor bather under interior slabs.This is a non-structural item and may be changed or omitted by Owner or s m a w architectural designer. Z a o 0 i"�LL Structural Shear Wall Table©—Copyright ConstructionCalc, Inc (CCI) STHD HOLD DOWN HDU2 HOLD DOWN MSTC STRAP 12 it,z2 ENGINEERS zo o 0 6> wOZU LOWER ROOF CONNECTION PITCH T MARK U. z_o,, Sill -' ` "i :� TO SHEAR WALLS VARIES 80 I Z a=p Stud Nail Nails are t z o oLL w anchor not required s y O s= un- Stud Edge/ Sill f wood In the rim 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. z tggo max i„', I • A tllC1"io moss board area. ROOF DIAPHRAGM EDGE NAILED TO BLOCK. z3o Um r ry i. 0 CC owzzo Nails braced mat'l Field Top plate & Block-ing Top of wall Rot plate spC g/ t a� NAIL BLOCK TO BLOCKING BEHIND SHEATHING 3w aN w Capa-city, or height, Stud (see std spac'g @ Top plate studs at unsup- conn to Top of wall to fram- Mud sill min. '"° I , r. �r --WI 16d @ 6"O.C. STAGGERED O NX<Y j Call- wind/seis, Sheath- screws, max., spac'g, Stud st'l Stud Plate, splice, w/edge ported parallel conn to perpen- ing, max. anchor to embed- I '°•` P e erwlivr ROOFING PER PLAN 0 r g , treated gamer W out Eh, If in 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. ted are z x a BLOCKING CONTINUOUS w 5 P gt rI required I• -__ 7/16"SHEATHING t,oaW _ •" -' BEHIND TOP CHORD OF TRUSS Iilw ----- z�aopo 10 6/6@24 Con't $/g" Dolt When nailing the strap J Pin LL J arse NAIL TO STUDS W/(2) 16d i=z 24 2X4 Satan CDn't over 088/plywood. rc default 6/12@16 sheathing+blkg or NMw he nailsmushavea �l .�, MANUF.TRUSS W orwwo llP i 2 X 6 BLOCKING CONTINUOUS zpa_�o,p 1e tl minimum 8 diameters I FOR HANGER. w w rc<z o 7/16" OSB one, either side, 16 16 2x6 Sawn 6/12@16 48" lap sheathing or or H2.5 or Titen HD, 72/4 Penetration into the N 1PW 168/ 120 or plywo- apply directly 8d 2-2x4 2x NA A34 or LTP4 16d @ 6sea to achieve the NAIL TO STUDS W/(3) 16d. L L.V o 000 w/8- 16d SDWC-15600, w/3 wshr. `°'� od to studs 18 12 2x6 Sawn 6/12@12 at 36" max. „ t, amlatedresstaaes STRO NAIL WALL SHEATHING TO LU26 OR LUS26 Z z�o� See @ 24 malt. See Or MASA •-o',a Shrum BLOCKING W/ad @ 4"O.C. FOR SLOPED TRUSS ca38'0 v oz�a USED SLOPED HANGER w z z m z 24 12 1.75x5.5 LVL 6/12@12 or MASAP .. W Typical Detail �� Era p _f SHEARWALL r n W " hors Vertical HDU- with Strap V //�� 2PW 490/350 (same) (same) (same) (same) 16 (same) (same) 4/12@16 same (same) (same) 2x (same) (same) 16d 4 (!same 36/4 ✓ Installation Installed over PER PLAN L.l� 2_3< or 12 (same) @ (same) - r�y._,��- Sheathing �u is - p CL Sccij - e Typical STHD14RJ GAtt/� MONO TRUSS CONNECTION TO BEARING WALL a.-` 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 �4'OFwAsy14 • 1 I 1 m�� 2 LJJ W F U N 48" lap 3x or same ".: 1 at ^ ~p" both, offset 3x or 4x or h. AT '1 4 o z N 4PW 1260/900 (same) points (same) (same) 16 (same) (same) 3/12@16 (same) w/ 16- 4x or 2- 2-2x hardware @ (same) 16d @ 3 (same) 18/6s �e w'o< " 16d 2x 24 ;I • LEDGER PER SCREW OR RING SHANK OWNER APPROVAL • CALLOUT 10 24 2x4 Sawn 6/6@24 " I -.%r 2!i , PER CALLOUT o TI-11, 6/12na 16 ' •" •3 LOWER ROOFSDS 5 12 16 2x6 Sawn 6/12@16 : r , LED E 225/ 3/8" min r ••, �� �ybiVAL /r6(�jR SCREW OR LEDGERLOK xPW (same) 8d, galv (same) (same) (same) 2x (same) (same) 16d @ 6 (same) 72/4 . . RING SHANK PER CALLOUT nNmAg o iiiir 160 thick at 16 12 2x6 Sawn 6/12@12 ; PER SHANKT SS it/>4s20 LEDGER PAGEe edges. 22 12 1.75x5s LVL 6/12@12 .I . , TOP CHORD OF TRUSS OR e Inn ice, ;f _ reDar MIN.HEIGHT TO MATCH SIMPSON y 335/ 4/6@24 (same) (same) (same) (same) (same) @ (same) WO is ,; I 1 �, e*52x6 RAFTERS. LEDGER LOK OR HANGER �� xPW 240 (same) (same) (same) (same) (same) (same) (same) 4/12@16 2x16d 436/4 , • SDS LAGS PER SHEAR T 2rr ■ WALL SHEAR WALL a Sd for ' _ k I 2xte ! PER PLAN PER PLAN PAGE. n entl distance .2"k oat o ••l /— i.,g lenOp' t*Mr saddletree 5GW 200/200 1/2 or both 1/2'; 6d 10 24 2x4 Sawn 4/4@24 (same) (same) 2x NA (same) (same) NA (same) 36/4 PERPENDICULAR 24 of 24 5/8" gyp default 7/7@l6 Typical STHDt4 Typical STHD14 Typical STHD14 for 5/8" Corner Installation Mid-Wall Installation End-Wall Installation PARALLEL CONDITION CONDITION N