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HomeMy WebLinkAboutPermit File BLD-2020-0695 3939 Rock Ridge Parkway (7)PROJECT DESCRIPTION J. STERLING NEW SINGLE FAMILY RESIDENCE ZONING TYPE: R-2 GoµIV�� CODE COMPLIANCE ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCES AND THE FOLLOWING: - 2015 INTERNATIONAL RESIDENTIAL CODE - 2015 WASHINGTON STATE ENERGY CODE - 2015 UNIFORM PLUMBING CODE DEFERRED SUBMITTALS 1. MECHANICAL HVAC SYSTEM DRAWINGS 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS 3. NATURAL GAS DISTRIBUTION DRAWINGS 4. PLUMBING DRAWINGS 5. ROOF TRUSS DRAWINGS / CALCULATIONS 6. FLOOR JOIST DRAWINGS / CALCULATIONS 7. LANDSCAPE PLANS 8. LIGHTING PLANS 9. CABINET SHOP DRAWINGS 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS 11. FIRE SPRINKLER (IF APPLICABLE) 12. SOLAR PANELS (IF APPLICABLE) 13. ELEVATOR PERMIT (IF APPLICABLE) DESIGN INFORMATION BUILDER: STRANDBERG CONSTRUCTION, INC. P.O. BOX 319 ANACORTES WA 98221 360-293-7431 DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. JASONS@STRANDBERGCONSTRUCTION.COM DRAFTSMAN: JASON STERLING - STRANDBERG CONSTRUCTION INC. JASONS@STRANDBERGCONSTRUCTION.CO firemml Cl C2 C3 AO Al A2 A:3 Ay As A4 A7 As SO S� TITLE COVER SHEET SITE & LANDSCAPE PLAN STORMWATER BMP'S CURB, SIDEWALK, AND DRIVEWAY ARCHITECTURAL NOTES FOUNDATION PLAN FOUNDATION DETAILS MAIN FLOOR PLAN ROOF FRAMING PLAN BUILDING SECTIONS BUILDING SECTIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS STRUCTURAL NOTES ENGINEERING INFO MAIN PLAN THE S'7C'1KA\TN\1D1��)E]KG ]KIESUDIENCIE 3939 ROCK RIDGE PARKWAY, ANACORTES, WA 98221 LAYOUT PAGE TABLE COMMENTS CONTRACT DATE 11 PG# I DATE PROJECT INFORMATION PROJECT ADDRESS: 3939 ROCK RIDGE PARKWAY, ANACORTES, WA 98221 PARCEL# P134312 Zx ✓ ���t.S PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ.FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. FIRE AREA: 2,114 SF FIRE FLOW REQ. = 11500 GPM NEAREST HYDRANT = 70.5' HYDRANT: 923 FLOW TEST = 1,801.8 GPM REVISION TABLE DESCRIPTION A J. STERLING 1/4" = 1' U.N.O. "- 4 -2020 rn mo a =0 ro (o 0 0 C O N j 00 0 Q L) U L u) Z M W w O 0 co CO O N OQ 0 3 m 3 CLQ i° Q o Y z W _WV� w m W(D 0 z o� U) w W O °� U a cM (M =oo U �UW 3mU flU o w ola nF W 0g o�1 �4w VJ �NpN of w -H . wig go� %VU O U awe OWNER INITIAL: ^ITV OF PAGE: 1 of 1 r W .1812 2211 L— v I { 3e21 Qi."� ]91A \� t J J913 ,061t l� v al lPll1 3M 4 3PP5 v "9fl5" Yf 111\ \ �\ 39G� [SIfi 3ILIJ \/ ` \ \ JAfi, 9'IP 2414 21t1 �\ 3 I1 395a ,a]P59 v Il1A a , r ]Ass - • v 933 D J93r 251,3 t L • 3" :5@ \\ ]v 19 395iL�Lj / 1 I zY.i9 ]$] aJAp1 ` z51l V/ \ `1 J923 ]A4 I� 351 1 l J \.gl7 1^� \L9/z� � 3us �Jeso� zsl 38A v IJNiS `� ]V$ 393i Z4i 051P JA]P ]9ie � 36Ai (J , k3A7 3H6Zj �I513� M. 39W \261/5 23' / m5 , 3 I I VICINITY MAP- NO SCALE FIRE HYDRANT 923 —70.5' TO PROPERTY \ �Q9 \�6 101, I I I / , < SOIL STOCKPILE \ 480' DRIVEWAY 926 SF f m10'-011 G SHARED CONCRETE WASHOUT LOCATED C2 OFFSITE AT ROCK RIDGE DEVELOPMENT D C2 - - 5 478' ELEV BAGK , - 20, FRONT SET �3 I , I / I / I \. FIRE HYDRANT 929 —83' TO PROPERTY ri �. \62 6l' A � N •4 \ 041 V� PATIO v / LANDSCAPE LEGEND SFR / LAWN AREA OR FF = 476' / EXISTING VEGETATION CONCRETE DRIVE Cz LOT MULCH - PLANTING BED 8,483 SF ZONE R-2 E Ev /y�� / / EXISTING BEDROCK DECIDUOUS TREE i / ham/ / i CONIFER TREE 01 J. STERLING J. STERLING 1/8'. = 1'U.N.O. d .4-2020 I 0 0404 _U J N 0 Q 1 G' O � U d Z r lit chi• M t LU M 0 COO N v J Q i co .Z tl Q M s s / SHRUBS/PLANTINGS / >Q / > N MINIMUM TREE DENSITY W Y CMV i ANACORT SMUNICODE-16M.0)0 W Calculation of the Total Tree Units Required. The total number of tree units required W Q / to be provided by a regulated project or tree conservation permit approval listed in Section 16.50.100 shall be calculated by dividing gross site area, minus any public Z �N'\ w or private street rights -of -way, by one thousand Table 16.50.120(D). The result of the 1 1 1 / calculation will be the total number of tree units required for the project approval W Q Q (D /. within the building site. `J I ' t � / � i LOT SIZE: 8,483 SOFT. TREES REQUIRED: 9 _ ~ U U-I 0 a z [)� U) . W LJ� 0� rJ 00 CY) co M I.— o Q LOT INFORMATION LOT SIZE: 8,483 SOFT. CLEARING LIMIT AREA: ENTIRE LOT MAX BUILDING COVERAGE (35%): 2969 SOFT. / ACTUAL BUILDING COVERAGE (24%) = 2037 SOFT. IMPERVIOUS ROOF AREA W/ OVERHANGS: 2600 SOFT. Required Landscaping For Example Calculations s . ft. Site Area %of site area to be landscaped (per 20%- R2 zone AMC Tables 19.42.020-.030) S,L1[;q.ft. required 1,7I s . ft. provided Compliance with AMC Ch. 16.50 Tree unit credits required: Tree Preservation. If tree units required Tree unit credits retained: • 2 trees 6" dbh =Q[ree unit credits retained Tree unit credits provided: • cf new deciduous trees (min. 2" caliper @ 6" above ground) • $new evergreen trees (R' in height) Number of required street trees 1 per 30' of frontage 60 lineal feet of frontage = U. S r•;. V.....1..[ IMPERVIOUS DRIVEWAY &SIDEWALK AREAS: 1323 SOFT. TOTAL IMPERVIOUS AREA: 3923SO.FT. <a PARCEL# P134312 W ° usd6 [j I+VO ADDRESS: 3939ROCKRIDGEPARKWAY, ANACORTE5,WA98221 <w�a. >w°gyp 3��zr OWNER: STRANDBERG =6w�w MINIMUM REQUIREMENT #2 BMP'S � 3�N3 Q z d'OZ F A BMP T5.13: POST -CONSTRUCTION z < C2 a SOIL QUALITY AND DEPTH _- Q J aoDo �=woa OOZUp BMP C233: SILT FENCE J U_UZ>j C BMP C105: STABILIZED CONSTRUCTION W C2 ENTRANCE /EXIT D STORM DRAIN INLET PROTECTION V) eoo C2 1-40.20-00 � `Z E BMP C235: WATTLES OWNER APPROVAL C2 INITIAL: PLAN AREAS F BMP C123: PLASTIC COVERING PAGE#: C2 /SOIL STOCKPILE r _ MAIN FLOOR 1,537 SQ.FT. � BMP C154: CONCRETE WASHOUT AREA �./ TOTAL LIVING AREA: 1,537 SQ.FT. C2 PAGE: GARAGE 503 SQ.FT. EH 2) BMP C130: SURFACE ROUGHENING ENTRY PORCH 74 SQ.FT. ? Of 15 0 BMP C154: CONCRETE WASHOUT AREA 0 BMP C235: WATTLES © BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT QA BMP T5.13: POST -CONSTRUCTION SOIL QUALITY AND PURPOSE PURPOSE PURPOSE DEPTH J. STERLING PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW, COMPOST, OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO p1 tRPOSF AND DEFINITION c WASHOUT OFFSITE, OR PERFORMING ON -SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT IS WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL. THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT. THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT ENTRANCES AND EXITS FOR CONSTRUCTION SITES. NATURALLY OCCURRING (UNDISTURBED) SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS DR.4FTF D f3`% ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF, AND CAN CAPTURE AND RETAIN SEDIMENT. WATTLES CONDITIONS OF USE INCLUDING: WATER INFILTRATION; NUTRIENT, SEDIMENT, AND POLLUTANT ADSORPTION; SEDIMENT AND POLLUTANT d CONDITIONS OF USE ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH. WATTLES ARE PLACED IN SHALLOW TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES. SEE FIGURE II-4.2.14 WATTLES (P. CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION BIOFILTRATION ; WATER INTERFLOW STORAGE AND TRANSMISSION; AND POLLUTANT DECOMPOSITION. THESE FUNCTIONS ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL J. STERLING a E CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: - CONCRETE IS USED AS A CONSTRUCTION MATERIAL. 378 FOR TYPICAL CONSTRUCTION DETAILS. WSDOT STANDARD PLAN 1-30.30-00 ALSO PROVIDES INFORMATION ON WATTLES (HTTP:/M/W W.WSDOTWA.GOV/DESIGN/STANDARDS/PLANS.HTM#SECTIONI SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLY AT THE MAIN SUBDIVISION TOPSOIL AND SOD. NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES 0 o Z - IT IS NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFFSITE (READY MIX PLANT, ETC.). ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS, THE CONCENTRATION OF PET WASTES, m _ - CONCRETE TRUCKS, PUMPERS, OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON -SITE. NOTE: IF LESS THAN 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON -SITE, THE WASHWATER MAY BE DISPOSED OF IN A CONDITIONS OF USE USE WATTLES: BASED ON LOT SIZE/CONFIGURATION. ON LARGE COMMERCIAL, HIGHWAY, AND ROAD PROJECTS, THE DESIGNER SHOULD INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN IN AND POLLUTANTS THATACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITYAND DEPTH REGAINS GREATER 1 /4"' _ 1' U.N.O. v FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR - IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. THE INITIAL CONSTRUCTION SWPPP. IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF POLLUTANTS AND SEDIMENTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION, AND MINIMIZES THE NEED FOR SOME LANDSCAPING GROUND WATER. THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM - ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS, OR OVER WINTER MONTHS, TAKE PLACE; ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. CHEMICALS, THUS REDUCING POLLUTION THROUGH PREVENTION. 6 DRAINS, OPEN DITCHES, OR WATER BODIES, INCLUDING WETLANDS. - ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS_ AND LIMITATIONS_ w _ _ - THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE. GENERALLY, WATTLES ARE TYPICALLY ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL I �� 2020 Z EFFECTIVE FOR ONE TO TWO SEASONS. - PREVENT RILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH WILL PROVIDE IMPROVED ON -SITE MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY. SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH a _ WATERFROM PASSING BETWEEN THEM. NUMEROUS MATERIALS SUCH AS COMPOST, COMPOSTED WOODY MATERIAL, BIOSOLIDS, AND FOREST PRODUCT DESIGN CRITERIA RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE - INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. NOT TO SCALE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES. THIS BMP CAN BE CONSIDERED -;•! 3m Mirrimum - NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3- TO 5- INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND AREAS WITH HIGH RAINFALL, THE TRENCHES INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. DPSIr.N Gl tlppl INES SHOULD BE DUG TO A DEPTH OF 5- TO 7- INCHES, OR 112 TO 2/3 OF THE THICKNESS OF THE WATTLE. - SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT - Lath any fta091 n O O O urn 3 sides - START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UR SPREAD EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO Sandbag - CONSTRUCT TRENCHES AT INTERVALS OF 10- TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND OTHER PORTIONS OF THE SITE WHERE FEASIBLE. RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. - SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS Berm SallAfep - INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. - INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: g § >0 rill plastic fining - IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. Dad R 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, AND 5°h Z , I Vanes A O A y - WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. �y�1S�1(19 r� - ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF (� � e INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE W " -L.— - STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, e O 1 m ABOVE THE WATTLE. - - - i } WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. y Berm MAINTENANCE STANDARDS - WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS _ _ A. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE O ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. _ 100' min. COMPOST SPECIFICATION FOR BMP T7.30: BIORETENTION CELLS, SWALES, AND PLANTER BOXES (P.959), WITH THE O O Section A -A EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN 10 mi pww kmv �/ ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN Plan Votes / ? RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND e 1. AtA LOWLANDS REGION.° .. . I tnyss Type "Below Grade'" 2. A eaeoaale easholA Install driveway B. CALCULATED AMENDMENT RATES MAYBE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (A.) ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDINGup R OMW 10 of culvert it there is a THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. within m roadside ditch present 4„ 8„ quarry THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. yelyelntnrn temporary concrete spells L IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE v? washout facility. METHODS LISTED BELOW: 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION, _ / 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT -PRE-APPROVED" RATES, OR AT CUSTOM CALCULATED 3 Wood frame B B securely faslened w Geotextde J RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST g Gourd entire ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE- 3' - 4' �M with two - - - APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. 10 " take,eter stakes s Vanes - 10 mil (1.2m) ] MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPA COMPACTED, DOES NOT NEED TO BE AMENDED. _ a plastic hiring -! S1YIe (typ_) ,f _ I C�.- - - � • ' -' /// f\ 'S rtnn Notes " - .. Driveway shall meet NTENANCE MA' ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION. E V C Section B-B Siraw rolls must tie %// placed along slope lj Ad/avers rills 12' minimum thickness the requirements of the -PLANT VEGETATION AND MULCH THE AMENDED SOILAREA AFTER INSTALLATION. LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH U / 1 conlous / tightly ,` permitting agency ORGANIC MATTER. N C 10 Ma plastic lining shall abu - REDUCE AND ADJUST, WHERE POSSIBLE, THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER 04 Two -stacked 2. It is recommended that Provide full width THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. <`� 00 in 03 2x12 rough Plan `-- NI i �/ �' '! the entrance be of uvgressfegress area C Q wood frame / �:• I crowned so that runoff drains the pad. ) a) Type "Above Grade" with Wood Planks NOT To SCALEly Yf�/ r t Vy O V/ ( T N _ � 10-29(3.8m) �I W O O ^ � M Figure II-4.1.7a ` Figure II-4.1.1 o Ca Q N . nn Concrete Washout Area `� Stabilized Construction Entrance m ° a M DEPARTMENT OF Revised June 2015 Spacing depends on sal type and DEPARTMENT OF Revised June 2016 ECOLOGY slope steepness Sedim nt. organic matter. ECOLOGY see htrpJMnvrv.ecy wagovhropyrrght.h,m!Tor copyright notice including permrssiorty. Pkatx see/tlp7J�tvww.eey.wa.gp+A%pyng/rt.Mm! far copyright notice ndudina oermissgres,Please State of Washington limitation of liability. and distlYner. and native seeds are captured behind the rolls. State of Washington limitation of liability. and disclaimer. Q 0 BMP C130: SURFACE ROUGHENING STORM DRAIN INLET PROTECTION 1-40.20-00 Purpose: Surface In the of vegetative cover, reduces runoff velocity, increases infiltration, and provides for sediment SI E THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE 0 BMP C233: SILT FENCE (� N roughening aids establishment by tiller or other suitable equipment THE BIGD SHALL HAVE A BUILT IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). PURPOSE O 1 t Y trapping through the provision of a rough soil surface. Horizontal depressions are seated operating a on the contour or by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such 3'- 5' (75-125nm) USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A LL. 1 ' r W �/CN 00 as seeding, mulching, or sodding. 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW. SEE FIGURE Z L� sit 0) CONDITIONS OF USE: \ �� 8' - 10" Dia. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 11�.2.12 SILT FENCE (P.369) FOR DETAILS ON SILT FENCE CONSTRUCTION. 1 1 W -AIL slopes steeper than 3H:1 V and greater than 5 vertical feet require surface roughening o a depth of 2 o 4 inches prior to seeding. ' : % jj/ �� (200.250mm) CONDITIONS OF USE -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. - Slopes with a stable rock face not require roughening. \ SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH, THROUGH, OR OVER W W THE TOP OF V Q -Stapes where mowing is planned should not be excessively roughened. ed Leo Stake - THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. �_ SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. U LIJ Z Q r.T>^'/y x 1" Stake DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN VSHAPED DITCHES. SILT FENCES i P(25 x 25mm) '\ sernauwxra mrsi DO NOT PROVIDE AN ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. r ) Y �/ NOTE: l .raaere.E U U O m ci��c� ,may 1. Shaw roll installation requires the placement and secure staling r < dyne roll n a trench. 3" - 5" (75-125mm) deep. dug on contour. " a - ° w O U �. rs c� r..a+� o �y RuroH must not be alloyed to run under or arounc rolt. NOT TO SCALE �e"�� a oenows.rsae Figure 11-4.2.14 Q � ��}�� c3 �= P {� � -�-�n Joints in filter fabric shall be spliced s or at Posts staples. wire opposts c) Q M 3 '� Wattles oattach fabrictose c �3 as OF RavEaA lYOaEn10aT �15 ��bY re or x� standard strength fabric I.1aed x� ECOLOGY Please see hCpJAw w.acy.wa.gowtopyhgiV.Mrrd for copyright take iYAdng paryN6slorli, y�c?-. State of Washington limitation of liability. and disclaimer. O I �� r✓z ��Sy a �- ' ^ z� a BMP C123: PLASTIC COVERING• •� Tracking with machinery up and down ����= > a °•� �/J =Q the slope provides grooves that will es e a a "3 r..z P POSE: catch seed, rainfall. and reduce tunoR. e+" s�� y PLASTIC COVERING PROVIDES IMMEDIATE, SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. seelleaVW C < $ se gW�VW CONDITIONS OF USE: M0f 1OfG1E / \� C a g Hag Trac kit n PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, T- T- -- - - - -�\ ' - - _` _ _ _ _ _ -^ 1 r M W o; x m EXCEPT AS STATED BELOW. I I Fga$w PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. NOTE: THE RELATIVELY RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM (GREATER THAN SIX Minimum 1 6' max t I I 'Ar' Of 4"x4' trench I 3 w m MONTHS) APPLICATIONS. - DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE RUNOFF r_r Post spacing may be Lncreased 1 w "of $ ADVERSELY IMPACTED BY CONCENTRATED SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. ITE - PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON -SITE _ wood posts, sl 8'if wine backing is used 2"x2 suBel H w lit THE INCREASES. CREATING A TROUGH WITH WATTLES OR CONVEY oslsxlas aaas fence posts. or equivalent ego MEASURES TO COUNTERACT OTHER MATERIAL CAN CLEAN WATER AWAY FROM THESE AREAS. -I ainauxrtarautc Eoorri tEMWAL srnel(mJ Q TO PREVENT UNDERCUTTING, TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. Q g B - - WHILE PLASTIC IS INEXPENSIVE TO PURCHASE, THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL, AND w •`,o� '!• _ ` DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL, UP TO $1.50-2.00 PER SQUARE YARD. ® 2"x2" by 14 Ga. wire or equivalent. 033 oa : x W i -WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. BERMS, CHANNELS, AND PIPES USED COVEY CLEAN RAINWATER AWAY THESE MEASURES INCLUDE PLASTIC-COVEREDAREAS. Q d standard strength fabric used o <? o W go IT 50' 6" ern i f150nm11 - DN IC FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED SLOPE WITH DIRTY RUNOFF FROM A PROJECT. _ \\\ a g� w w g g (15m) - - X,, Fitter fabric / O irz¢ coon J 2 nail ~ g>2Z 3 � Contour Furrows mrmaOwsa¢rrx+�reaEvrcE om<a �. � - 1) orE"rrnvaw�satrna Maxlmu­ Baddt/tw cl with native sill - OWNER APPROVAL .uric: 1.5" washed gravel 1 ra2' n. � in Grooves will catch seed, fertilizer, Minimum - \ mulch. rainfall, and decrease mrroff. 4"x4" trench INITIAL: NOT TO SCALE MAR9 W. VA laa�lwcvsy Harm GATE NOJrtaass 2"x2' wood posts. steel PAGE #. fence posts, or equivalent NOT Figure II-4.1.5 Surface Roughening by Tracking 0" Figure II-4.2.12 C 2 and Contour Furrows Silt Fence PAGE: DEPARTMENT OF Revised June 2016 xwaa MPtILXW4= DEPARTMENT OF Revised October 2014 -- ECOLOGY Please see htlpJAnvn•.ecy.wa.g0WcWynghLMmf for copyright notice ildudng permission. •--.--•r--x-.-� 3 ECOLOGY .iva. yr Y 40 opYrrghLhtmlfor copyright notice including Permissions. pease see hhplh»vwid State of Washington limitation of liability, and disclaimer. State of Washington d limitation of liability. and disclaimer. STANDARD PLAN F-10.12-03 - CONCRETE CURBS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWA Y ENTRANCE J. STERLING AX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS DRAFTED BY 1 VARIES (SEE CONTRACT) J. STERLING a FACE OF CURB VARIES 12" TO 24" FACE OF CURB FACE OF CURB FACE OF CURB m VARIES 1 8 12" GROOMED _ r(SEENOTE 1 1" 1P TO 22' 1" 8 12" VARIES FROM 6- I TOP 1 (TYP.) ) C (M (M "' FINISH _ VARIES (SEE CONTRACT) Z 1- (IN) R. (SEE CONTRACT) 1- (IN) R 1 5 12" 1" VARIES MAINTAIN 1H : 6V SLOPE �- T C\ 1- (IN) ON SIDE OF CURB 3/8" IN MATCH ROADWAY \ 1 1' I R. R. CEMENT CONC. PEDESTRIAN CURB TYP.) ( ) EXPANSION JOINT (TYP.) - BROOMED l , SLOPE \ MATCH R0/1DWAY 1rz" (IN) R (NI _r (WHEN SPECIFIED IN CONTRACT) - SEE STANDARD PLAN F-30.10 (SEE NOTE 1) FINISH (IYP.) DRIVEWAY 1/4' = 1 U.N.O. s SLOPE /J MATCH ROADWAY 1 MATCH ROADWAY ! SEE STANDARD PLAN F-10.12 ENTRANCE 1'- 12" (IN) R. b ° - 12" I 1 / SLOPE 12" (IN) R SLOPE 3/8" (IN) EXPANSION JOINT �`� �� I_. , SIDEWALK D . ° (M R. I > fo 12- (IN ROADWAY 3" IN R. (TYP.) - SEE STANDARD CEMENT CONIC. SIDEWALK CEMENT CONCRETE � (TYPO w ROADWAY AWVA +2" OM ROADWAY ( ) 1 p RO. __. ll_Y ' R. f p p iv D �o ', 2.0% R' (TYP.) PLAN F-30A0 SIDEWALK - Z * tt;-2020 -gip D _. -�_ _ - MATCH SIDEWALK WIDTH `� \ * a �D p . ° .�D LU " �' V �� .D ° D. .•D' D•D..° D ! (SEE CONTRACT) VA PAN AT CURB 1 > o tO FLUSH WrrH RAMP ENTRANC�IR2" (IN) VB[Ti 11 12 11 12" 1 1' - 8" LIP AT DRIVEWAY ENTRANCE ! A \\� 1 i 1 CAL 7 T- e' (SEE CONTRACT) 1 DUAL -FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS AND PLAN VIEW ORNEWAY ENTRANCES AND GUTTER (SEE NOTE 3) 5' - 0" 2' - 6". USE THIS DETAIL - - - - - - TYPE 1 B OUREB AND GUTTER - TAPER (TY : ) CONCRETE CEMENT CONCRETE CURB DRIVEWAY _ C DRIVEWAY ENTRANCE (SEE NOTE 3) NOTES (TYP.) (TYP-) PLAN VIEW SIDE SLOPE (TYP.) Z 1. When the driveway width exceeds 15' (ft), construct a full depth TYPE 2 2 g" 15' MAX. (SEE NOTE 6) VARIES 15' MAX. (SEE NOTE 6) P W 12" (IN) R +" (IN) R. 6• CEMENT CONCRETE GRADE (TYP.) (SEE CONTRACT) (TYP) expansion joint with 3/8" (in) joint filler along the driveway centerline. 112" (IN) LIP BETWEEN e CEMENT CONCRETE OR 12-(IN) R CURB RAMP, LANDING, NOTE BREAK GRADE _ See Standard Plan F-30.10. Construct expansion joints parallel (] e - GRADE BREAK -. with the centerline as r ROADWAY GUTTER F 'v BREAK NOT STEEPER THAN required at 15' (ft) maximum spacing when (SEE CONTRACT) (SEE CONTRAC AND CURB,OR SEE ro ASPHALT CONCRETE R. (IM EN DRIVEWAY �� ROAD GRADE `* 'v driveway widths exceed 30' (ft). T) CONTRACT PLANS SIDEWALK OR PATH R ENTRANCE 1. Sea Standard Plan F-30.10 fDr Curb Expansion end 2. See Standard Plan F-30.10 for sidewalk details. 12^ IN R (TYP.) o p . VARIES FROM D Contraction ^oint nda .. - ... (IN) TOP (IN).. .. , . �� g• ° 'Sped end Sag Standard additional requirements. I PEDESTRIAN RAMP `' 3. CUfb and Gutter ShOWn; See the CDnVact PIanS for the - _ CL DEPRESSED CURB AN 8 Specification Sections and 9.04 for , �. . ' '• ( ) '71 / ..._ __.. .. ._ Po GUTTER (SEE NOTE 3) 70 a '- PEDESTRIAN RAMP m 1 curb design specified. See Standard Plan F-10.12 for $ 3r8" (IN) PREMOLDED JOINT FILLER / CEMENT CONCRETE O Curb Details. .. (WHEN ADJACENT TO CEMENT 3W (IN) PRMOLDED SIDEWALK (TYP.) y SECTION O 3/8" (IN) EXPANSION JOINT (TYP.) - DRIVEWAY CONCRETE, JOINT FILLER SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK Or Other Obstructions In front Of driveway entrances. DRIVEWAY RAMP 12" (IN) LIP BETWEEN 3/8" (IN) EXPANSION JOINT (TYP.) - � CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB ROADWAY GUTTER 5. when "GRADE BREAK" is called out, the entire length of the SEE STANDARD PLAN F-30.10 SECTION C 3 (SEE CONTRACT) (SEE CONTRACT) AND CURB (OR SEE line between the two adjacent surface planes shall be flush. O AT CURB RAMPS, LANDINGS, 12" (IN) R. CONTRACT) 6. The Pedestrian Ramp length is not required to exceed15 feet LEGEND L AND DRIVEWAY ENTRANCES (TYP) (SEE CONTRACT) n a DEPRESSED CURB unless otherwise shown in the Contract Plans). When applying W - -- - , . RAC AND GUTTER U _ SLOPE IN EITHER DIRECTION 8 m the 15-foot max. length (measured from back of sidewalk the -4k4.. _ •'. . , (SEE NOTE 3) ) 1 5% OR FLATTER RECOMMENDED running slope Of the pedestrian ramp IS allowed t0 exceed 8.3%. * FOR 'ge = Q A7 RICE Use a single constant slope from bottom of ramp to top of DESIGN/FORMWORK (2% MAX.) w FACE OF CURB FACE OF CURB 4O 04 WASNI DRIVEWAY RAMP ramp to match Into the sidewalk over a horizontal distance 7.5% OR FLATTER RECOMMENDED FOR �Q�T LL VARIES 12" TO 24" tt,' * L C"4 F CURB �" qV• ,'I��h 7 DRIVEWAY ---- 3/8" (IN) EXPANSION JOINT (TYP.) - Of 15 feet. DESIGNIFORMWORK (8.3% MAX.) OF 1ASy � �_ FACE OF CURB .e? h _ 5� }m VARIES !� � � (SEE NOTE 7) SEE STANDARD PLAN F-30.10 (SEE NOTE 6) �' T'SF• �� � .� �IGj, 1" tP ro 22• V g 1rz" w _ �0 7. Beyond limits shown. Pay item does not include driveway. ��• „�„ ; �s• - o SECTION O See Contract Plans. (SEE CONTRACT) 5 Me 1- "CEMENT CONCRETE DRIVEWAY (� 1- I R12" I R. 1- I R. A R �A 'PB 34363 �Q �� w "CEMENT CONCRETE DRIVEWAY 1 CONTRACTION JOINT TYP SEE STANDARD PLAN F-30.10ENTRANCE TYPE 2" PAY LIMITS(M (�10 (IN) R �C1 S T6� �� LL ENTRANCE TYPE V PAY LIMITS O FOR RAMP LENGTHS GREATER THAN 6- 0" PROVIDE 0920660 O .�• p CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC.p15ROADWAY ROADWAYb �ONAL �'� mI \ ROADWAY ROADWAY I ,f/ANAL F'� 04n/���Bang, Hd DRIVEWAYv /`"`- // V May 6 2014 3:31 PM q¢ (SEE NOTE 7) - Z.I� � a _ o DRIVEWAY \ Jul 1220164: 26 PM Q p (SEE NOTE 7) C81111ENT CONCRETE p m ° D . CEMENT CONCRETE CURBS 4 DRIVEWAY ENTRANCE LL °' LU • D . • D D �. • D ° D CL. 4000 CONCRETE CL. 4000 CONCRETE �" Z M W _0 STANDARD PLAN F-10.12-03 PER STANDARD SPEC. 8.06.3 PER STANDARD SPEC. 8.06.3 TYPES 1, 213, & 4 Ir X t 34- t a +a' g 1J4- SHEET 1 OF 1 SHEET y 1 STANDARD PLAN F-80.10-04 W 00 APPROVED FOR PUBLICATION =- _ - SHEET 1 OF 2 SHEETS m Q )D BNwk . 11 1 a APPROVED FOR PUBLICATION O Z O Jun 112°10125 PM /J_.F� 2// C.P� ,kff DO Q (o DUAL -FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT STATE �°0"IE"°"�" // ISOMETRIC VIEW � :i % SJATEGEa1GNENGINEER .y CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB "�'M' s,r. o ...a1TA l� TYPE 1 -PAY LIMITS - TYPE 2 ISOMETRIC PAYVIEW LIMITS 7 wmllingla° Stole Uepanment of T.a.ap dfi. STANDARD PLAN F-30.10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY Q ENTRANCE o � �N MAX 20 DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS Z Y r - P e" SIDEWALK w N (SEE CONTRACT)FOR SIDE TREATMENT SIDEWALK s 1rz" SEE C Z 1'-P 1'-D' � 612- � VARIES SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) CONTRACTION FACE OF CURB Z FIN SHO (TYP.) (SEE CONTRACT PLANS 3/8" (IN) EXPANSION JOINT (TYP) - - U Q JOINT 5 72' 1' ` > ( ) SEE STANDARD PLAN F-30.10 CL PM R. Z coW Z w ROUNDING 1 2.0% 1 12' (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - 1/r �P.) Y CEMENT `J' �g 20% MAX SEE 8TANDARD PLAN F-10.12 7 2.0°A a CONCRETE - �� MATCH SIDEWALK WIDTH SIDEWALK ?I (SEE CONTRACT) Ui r,� R.. o ROADWAY MATCH SIDEWALK WIDTH V ,�p� 1• p (SEE CONTRACT) 6'-0" SEE RAISED EDGE atl" JI JFKLMO�DR SEE CURB FACE DETAIL 6' - 0" '' - M • ° D • • (SEE CONTRACT) U DETAIL -THIS SHEET ° - 1 3/8" (IN) EXPANSION JOINT (TYP.) - ; < O WITH RAISED EDGE W U`- - SEE STANDARD PLAN F-30.10 R rt �� GROOMED V 1 FINISHED GRADE +- (IN) BELOW MONOLITHIC CEMENT CONCRETE \ ¢ 0 I ' ' U 2' - P SIDEWALK O TOP OF CONCRETE SURFACE CURB AND SIDEWALK 8" 6 1?• l 1" . �� . y, F ¢< FINISH (TYP.) LLI NW O IF 0 1..1- Z NOTE y. ; p o o O MIN. (SEE CONTRACT) .. ,,. CURB FACE DETAIL "'" W o �/'� 1rz prr) R. [TYP.) 1. Four feet of the sidewalk width shall be the minimum N W d �/ / M Q ROUNDING pedestrian aCOB841b1e ,,, '" o, " rn CURB NOT INCLUDED IN BID ITEM - route free Of vertical and horizontal obstructions. Gratings, Access Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION 2.0% + 2.0% MAX _ SEE STANDARD PLAN F-IM12 Junction Boxes, Cable Vaults, Pull BOXes and Other appurtenances within the JOINTS TO INCLUDE CURB (FULL DEPTH) ` _ sidewalk must have slip resistant surfaces, be flush with surface, and match grade of the sidewalk. �$rTy;¢1J 11 � (SEE NOTE 1) PREMOLDED WALL OR BARRIF1t SUFFER STRIP (TYPJ E 2' - 6" 2' - 8" CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1) JOINT FILLER ` (TyP) TYP) CURB AND GUTTER SIDE SLOPE (TYP.) F CEMENT CONCRETE `\ J (SEE NOTE 3) CURB AND GUTTER - ADJACENT TO CURB PLAN VIEW (SEE NOTE 3) (STEEP FILL SLOPES) SIDEWALK p 1 TYPE 3 S DDRIVEWAY OPE ENTRANCE PLAN VIEW 0" BROOMED FINISH (TYP.) .� 1 TYPE 4 SIDEWALK 12" (IM R. d A' ir O ALL CUT 4"OM WIDE, SMOOTH -TROWELED W `I SLOPES MIN. (SEE CONTRACT) t� PERIMETER LL t THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE oiHu M (T�) 4,•d CURB NOT INCLUDED IN BID ITEM - G -a $1 12" (1 R ° - ° CEMENT CONCRETE CURB m 0. 4 W U�UO (CURB AND GUTTER SHOWN t 6 20% MAX SEE STANDARD PLAN F-10.12 NOT INCLUDED IN BID REM <V 3 y 3I8" (IM PREMOLDED SEE STANDARD PLAN F-10.12 MATCH SIDEWALK WIDTH SEE CONTRAC ��Ooi AN�t(ia JOINT FILLER 4,•� ❑ 12"(IN)R-(TYP.) ( a�az (SEE CONTRACT) _ (SEE CONTRACT) < <mo z (SEE RNAY - a m 1/2"(IN) LIP BETWEEN ROADWAY w ❑ SIB -(IN) PRMOLDED ! ��'� _+A• ro �( GUTTER AD CURB (OR SEE 12" (IN) R. (TYP.) ml 1/2" (IN) LIP BETWEEN ROADWAY JOINT FILLER / _ \ t CONTRACT)GUTTER AND CURB OR SEE ADJACENT TO CURB SIDEWALK ADJACENT TO WALL DETAIL �/ -__._ _ CONTRACT) BRIDGE OR PEDESTRIAN i =--- - • \ g f W RAILING SIDEWALK • • -.. , , . w;rci DRIVEWAY DRIVEWAY �-- � � =�a�a CONTRACTION JOINT 3/8" (IN) EXPANSION JOINT (TYP.) - _ RAMP DEPRESSED (SEE NOTE 7) DRIVEWAY ., �' o °e BARRIER -SEE SIDEWALK SEE STANDARD PLAN F-30.10 CURB AND GUTTER RAMP DEPRESSED <w o; CONTRACT PLANS J g• IN SIDEWWALK ONLY (SEE NOTE 3) SECTION OF CURB AND GUTTER ��++!! z,°•„w� �� 1 (SEE CONTRACT) LE1/EL cl a < SECTION OE (SEE NOTE 3) ° �s % 12" (IN) R (TYP.) -I /'EXPANSION JOINT IN BOTH A'1ARD n/'11 =i0�o 12' 0 R. CURB AND SIDEWALK Q C� l ■ 0 Z ° ° t 1 CURB NOT INCLUDED IN BID ITEM - >i O 01 P 3"-`� 3 FLUSH 1 c 2.0%MAXy SEE STANDARD PLAN F-10.12 e„ .' @ �e i d qTT 2 �/ .. .. to L g S F o - . - a 1- (IN) R p .. ° ISOYETRK: VIEW W - '�'' �' SP (.- S'• To1 � VERTICAL WALL - JOINT (IN) PREMO�PED " JOINT AND FINISH m� "CEMENT ENTRANCE TYPCONCRETE" PAY L LIMIT SEE DETAIL JOINT FILLER "CEMENT CONCRETE DRIVEWAY LL s a ADJACENT TO CURB AND RAILING OR WALL DETAIL OMB 4BA13T6��34 639 ��� DRIVEWAY ENTRANCE TYPE 4" PAY LIMIT zeeeo RAISED EDGE DETAIL +g �G (SEE NOTE 7) TONAL 8 _CI STRR N. EXTEND SIDEWALK TRANSVERSE CL. 4000 CONCRETE % FOR SIDE TREATMENT SIDEWALK BUFFER SITRIP JOINTS TO INCLUDE RAISED EDGE /I - BarryFd PER STANDARD SPEC. 8-06.3 _ - DRIVEWAY _ ss/ A'��',L �yG OWNER APPROVAL L.-_-f May Barry, Ed PM - 1 (SEE NOTE 7) Jul 18 2016 7:07 AM SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) � �-'� � � Iicr, Swtt secnolls 3IS- z 1IB To va CEMENT CONCRETE CEMENT CONCRETE 1 MAX 1/2- (IN) R. CURB NOT INCLUDED IN BID REM - / 1 - INITIAL: PER STANDARD SPEC. 8-M.3 DRIVEWAY ENTRANCE PAGE #: SIDEWALK ��1 CL 4000 CONCRETE / �i (TYP.) SEE STANDARD PLAN F10.12 TYPES 1, 2, 3, 8 4 o o STANDARD PLAN F�0.10-03 ' B ... .. SHEET OF 1 SHEET STANDARD PLAN F-80.10-04 FINISHED GRADE 1" R BELOW TOP U CONCRETE APPROVED FOR PUBLICATION SHEET 2 OF 2 SHEETS C3 SURFACE FOR PLANTING -FLUSH IF PAVED - ate. D"•a, _ �/ PRMOLDED �� Jw a zau 1:u PM = %// - �% APPROVED FOR PUBLICATION JOINT FILLER :TAre �, eve ''R l _ ISOMETRIC VIEW -Ji �' cs Jctr ADJACENT TO BUFFER STRIP ISOMETRIC VIEW t«tac. ! Jw 1s 201612:22 PM PAGE: OE EXPANSION JOINT ©CONTRACTION JOINT P 1�"0'°" Stew 0.pNrrw� d rarpNh. at \ = " TYPE 3 -PAY LIMITS TYPE 4 - PAY LIMITS _ IMSIGN F GINUR or# wmhinw. Stale D.aa oJrm parloY.n 4 of 15 WINDOW FLASHING INSTALLATION STEP # 1 STEP A- eSTEP INSTALL TYVEK APRON BELOW WINDOW SILL STEP B - INSTALL VYCOR ACROSS WINDOW SILL INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS j STEP # 2 /mum I i � I i I � �I STEP A- INSTALL WINDOW & 4" VYCOR TAPE STEP # 3 STEP A - INSTALL TYVEK HOUSE WRAP STEP B - INSTALL TYVEK TAPE NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY CREDITS TAKEN ENERGY CREDIT 1a EFFICIENT BUILDING ENVELOPE -WINDOWS: U=0.28 - FLOOR: = R-38 INSULATION - SLAB ON GRADE - R-10 ENTIRE SLAB ENERGY CREDIT 2a AIR LEAKAGE CONTROL & EFFICIENT VENTILATION -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR - WHOLE HOUSE FAN PER SECTION M1507.3 ENERGY CREDIT 3a HIGH EFFICIENCY HVAC EQUIPMENT - GAS FIRED, PROPANE, OR OIL FIRED BOILER WITH MINIMUM AFUE OR 94%. ' Steawa& Samnallpei except then. ma c¢end 24' ma abme acp of M shb- 95 S Stab ' SabRde: Use shrartad9 m Mahe meosial, compassed 95ee fdMhv compnmm It is sh.4i, secc®mded dw a0 structural fill be decked by a p"e,dhdcal cenuilant Calesshb Lsalatioa: Mn sour XPS or EPS staid faa aim ons, 25 psi cros"essise strength and"slab. Hosed, prmide and asdY per nrsnlafo comulacmra's recoamendm000. Slab Tiicbesa: Use 4' ae. Badmn r. list my of the felon ley - Nan, -3 sober a 24' OC. eahway, centered a. slab. - Nelded ate (oboe vsu, Q29, 6'sb' C6 Ga), cevtned m slm. Spices m,hp S' mu - Fb®eshperasamExmc'rrecaaaneodistann - Her. micro rehm. in: 52ser per cubic sard Cori Joints: �bussxam recooaaended spamg = S' OC, each aayibis m a ern-soumatfem and may be changed "contest Is, Dimes or asrhacnid designer. Vapor Barrier: SupeM a is 6 a$, plastic %W"bodies mder imnior dabs. The is a non - sbaswaleanand nay be claimed "omitted by Owsea"aehireNd clempa 0"Af s Debull header W. .1 is Doug Fa No 2 or better 2x headers must be in tall admutins with gat 2x nailed A bottom in -L' configuration Default Trimmer use / 2. Must in Simpson LUC hang. each and Ddad Khoo Shod, opanng 64leat wide and loss use 1 lull height Mud each and (plate to pone l Do"Khoo Shod, opening voider dun 64aet use 2 lull height Musts each end loin to Plate) Tr;sec, ..eb tad d[mg Stied, each Cabral, 3sn' are aft 1 ar's. ase Alt 2 j.- ese (ifblwk use ddanh eel Cdblak me ai.,$) abme ) 2DH 2r6.'L'cohdg 4.6 21H 200. 1-cordg 2-2x8 4x8 22H 5 Sea glide. 3 Beats Doi Morn msarial is Doug Fr No 2 "ban. Calash! glulam. LVL PSL materi is -sea Slad.d Structund Spew herein Debut LSL is 1.5E 2 300 psi. ern Fb Dealt wall a wmldon 3- loading in P"aed a on pbte weh ern 2 dude below Doi and pool cmMwd"s LCE ACE EPCZ ECCQ. "Mimic Dean corner pool conmction eih rntandions ore, LCE4 LCE4Z soRTC", Data mhi post aauctian LPC.Z PCZ CCQ. or similar DMall be sn d hear catemcdoo Hager HU MC HUCO ".undo Bea, an top. 2. HGA70 Cabo ]Iho., Me Als l win...,e ate 2 aa.. ese Notes 308 4x10 6.10 Pdsfs Default mwrial is Doug Fr No 2 or better Default balm connection on, plate: 2. FC or 2 A34 with screws or 16d face Mr. Coartsor (dbhmk Cabot \Ia, ese all I au., Me ate 2 sho., ese \otes me ds�k abme 71P 3-Zs4 2-2x6 4x6 DOOR SCHEDULE QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION 1 1 1 6080 72 " 96 " EXT HINGE 2 1 1 18080 216 " 96 " GARAGE 3 1 1 3080 36 " 96 " EXT HINGE 4 1 1 3080 36 " 96 " EXT HINGE 5 1 1 3080 36 " 96 " GARAGE MAN -DOOR i 1 1 3080 36 " 96 " INT HINGE 7 1 1 3080 36 " 96" INT HINGE 3 1 1 3068 36 " 80 " INT HINGE a 1 1 2880 32 " 96 " INT HINGE 1 1 2668 30 " 80 " INT HINGE I 1 1 3068 36 " 80 " I INT HINGE ? 1 1 3080 36 " 96.1 INT HINGE 3 1 1 3068 36 " 801, POCKET E&AI4F.6w$ SEe44 I-$ rem q3r&U'cr'6. 7MT£M,T CJJ LY , FLOOR PLAN NOTES J. STERLING SMOKE DETECTOR. EVERY DWELUNG UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA _ N 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE n d BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. STERLING E AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. m b Z SHELF AND HANGING ROD. m 1/4" = 1' U.N.O. q 3] BUILT IN SHELVES. �y! ne�OZO � • -L 4 CABINET-OWNER/CONTRACTOR TO VERIFY. EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20' WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44' OFF FLOOR. © TEMPERED GLASS ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE 7 INSTALLED. SHALL BE PROVIDED WITH DEVICES AHIGH PRESSURES RESULTING FROM THE WICK 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 113 TO PREVENT OVERTURNING IN AN y EARTHQUAKE. MIN. EFFICIENCY OF 91% Z R 0EXPO 1�1 HIGH PLATFORM. TOP OF PLATFORM TO BE 1 i/8' T & G in r EXPOSED FA PLYWOOD. D FACE AND SIDES TO HAVE 1 LAYER 5 8' TYPE "X' GYP. BD. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, w�Q BATHROOM, OR CLOSET. PROVIDE AT LEAST 2 30' OF WORKING SPACE IN FRONT OF FURNACE. m PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF CONTROL VALVES 8 WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 8 EACH 90- DEGREE BEND. A MINIMUM 44NCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. d MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 z 1 O C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST 11 WHO HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER WITH q ZONE RATING OF 1.5 OR LESS. m W 22' x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LL 1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1 2' PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL 8E WE OR SEALED TIGHT. E GUARDRAIL 36' ABOVE FINISHED FLOOR STAIR HANDRAIL 36'ABOVE STAIR NOSING. U 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4" DIAMETER SPHERE TO PASS C THROUGH PER I.R.C. SECTION 312.2. O ZERO CLEARANCE GAS U CONSULT WITH OWNER FOR CV 14 TPRE-MANUFACTURED. CONTRACTOR TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO CV ALL OPTIONS MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE DO SURROUND & HEARTH MATERIAL. W C 15 Q O GARAGE FLOOR SURFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR 0 MIN. 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. Z j UI M 16 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. w XO x C h M ❑ 7] N o GENERAL NOTES 9Q m M ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 -16" O.C. STUDS, UNLESS NOTED Q OTHERWISE. 04 ALL INTERIOR WALLS ARE 2 x 4 -16" O.C. STUDS, UNLESS NOTED OTHERWISE. 0 W 04 LL 00 PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER W U a Q DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. Z M ` W W FRAMING NOTES LU z p 0 _j w REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. \ r/'� COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS V ^' w U O BLOCKOUTS. LU '> O FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR O N L.I. r Q SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL a co Q PRIOR TO THE FABRICATION AND INSTALLATION. 0) ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED M BY MANUFACTURER FLOOR SHEATHING TO BE 3/4' CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7116" OSB OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ.FT" GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. pogo 4�sp pZ. o00y p1U �ONa N O2UF HO2 w< OWNER APPROVE INITIAL: PAGE #: AO PAGE: 5 of 15 GENERAL NOTES J. STERLING Shmctaral CallostsC - COInTIP.Illf Coli umedetaCak" Inc (CCl) 0 PA Per Ardk«t - Strmcmral item: This ift. and relm<dcmecmrs shall be per mdtted desWff 11 RD Roof DiapLnpa ` Shear Capacity: Gmdf«Eh=230pF-sdsme;Fh=321-pt- wmdlfaa aspect ratio=3:1. • FnmhW. Trusses or caters 2a a 24"OC. max- ' Fmm�g Couertio. at S.ppod: Rhrere corrected to shear ask c®eetpm ahem wal canon - asp d wat - RI c trusses «ratters comet to beam, use H2.5. orA34 wits screws, or s®lm, typ. At kdge, comet per ledge cabs Sheathiag: " IS use, OSB «CD%ptywood. She fltmg L�oar Case I per IBC 23062.(1) ' Nailing: tie, Sci a Ledges. 12'fidd Blocking: Notmgoked ecccjst a supposts and a connections to shear web below 17 HD Ak 1- Hol lets - Embedded Strap Type. Capacity: Good for 2185 b uprft HoHoam: cse LSTIms foe no rat join condition. - For rim joist cmniEmme LSTBDBPJ. Nat: Use I6. 16d to fd-height sand as foirws. • Sted:Use `lpw of lag smd as speed eiewhere:«choice d2-2s. 3�or4a. Ai 2 - Bnldoen - Hole Type Holdore: Use HDU1 ' Lags: Use 6 SDS 14 a 2-5 to fit-heippt stud per abmr A.rhor Bak: Ywet set, use 5 r 3meer SSTB16, or 5'8' all -dread with mat and 3' wnsber re mt6edded cad Man embedment = IY. Bton long so & nfxfiw_ bead 90-degrees a bottom of footing manmu 3' toss abaem d&od* Iffma6®e, me 5 8" Tiros HD or all thread &, epoxy, with 6"min cmvem embedmeq consisted is Yon oat 777 M Jl.fis. ' General: Tbm are specfied manh,m tein out-d-plane wind bads but may also be wed to resin it, plane lateral bads ifso indicated is calculations_ Mu6om: V: c arm, 2. 2a6, catsimtous bronco plate to top plate Header Conowdon: Heades(s) mm, be supposed with is ts(mmm or hang on this as &= with LUC, HUM, HLCQ re maim. 80 L Ledger -Rant Dtaphnp Le'iger Co section: Where a ledger is called for below- fcamecaog to tin or header: a re SDS,. m LedgaLOK a man 12' OC. smpgered if cmmecangm smds, osc 2, SDS «LedgmLOK per sand LenoofSDS «LedgaLOli =6a drympm lei im rota, m 2 3' ® embedment ao sdai bavm& rl'nmece dc�ecmr m cad dkdger m splice = 2'_ Mn edge distmca m tap m boom d hedger =2- Frawg Comettio.mR-all, Gewerab time any dd.&I mi& whkhestris applicable, PmAd Rafter «Ttmss Top Choi: Ledger may be mp chord dams «hW ta@er «smTm Leda to be placed . walldheahiag Moan Tress Top Chard Peaprm1k A.r. Use coma. 2. bbclmg bewaa Gasses Mled therm wd sheathing with 16d 3 6' OC to rnM wood b.clmg (commom riu pipe. ledger, or b1od.g.) ]In. Tress Bottom Chad Perpe.d;sdar. _ Ahamte t: Hog bottom chord with h=W mounted .wall sheeting to solid wood badmg (rim. Plane, ledger. orbbdmg.) _ Atemae2 Use mu,'2i ledger let to tress batten thm3 Ledger to be placed ma wag sheahog and connected wiimiiu. 3- 16d a 24' a a spacing. Roof Dialphrap, Camscscr�roof diViling, no ledger a b 8d caug shank or screws a 3' OC. 89 TS Tall Sternal at Nartesr Shear PaeL Football: Per Arch StamwaF: Strmwal per Ark, mcpt davit must extend 24' ten nose top of ea slab. 95 S Slab S.bgrade: Use sawmal9 «make mae®L connected m 95e1 rdn*r cmpactim It is saoagly reco®mded that d strva.al 9 be checked by a geaech k.1 cmuJDot Cmderslab Laudation: May aria xPS or EPS dad foam wYha s, 25 psi ramp ...i a strength undo dab. Fused, preside and nslallpa usu aim meodacancer's monemodetiom. Slab Thickmess: Use 4' mo. ' Reaforcetem: Use my tithe folowng - Nfm, =3 rcbm a 24' OC, each way. ,eseredim sla. R'dd,d vvie tads, aria, R'2.9. 6'.F (6 Gat), cnnrcredin sla. Spices malap S- ma. - Fberoush per mamGemrer'c rectum endsom. - Hears micro reber, i, 5 bs. per cubk yard C.Nwollour:M�tft died spat®g= 8 OC, each way. This is a tors-satgmal it® and may, be changed or omaned by Owen or architectural designee • T'apor, Barrier. Sugliea amp. 6 ad, plastic tWsr barrier under interior dabs. This is a con - structural semand Mr, be dmkpd orommd by Owaer«mdiectad desilmer HM m Deaut headt, sumrlal is Doug Fa No 2 or Gear 2. Gatlws must G m tall aiemaion with net 2. umled a Gtlmm in -C cedgumtion lldaut Trhnmarr. use 1. a also or Simeon LIIC hangereach and Dafaut t0tg Ste, opeti g Mesa wide and hem use 1 full height stud each era (pigs to pars; D.b,A gig Start omrmg wider men "lam use 2 full height seals each end Ida. to plate I Tti.mer, archcad Kong Stml, each Cabot Alm. user Ale 1 s rise Aa 2 mi, rise (iblade are rlefa! red (fbldc ose aPC.) ddwdtabme. 20H 2sli V cm,fig 4a6 21H 2.10. 7-config 2-2x6 4a0 22H 5 $a9 glula,n 3 Benaas Defect sawn material fa Doug Fa No 2 or better Debut gl lam LA PSL ,mtmah -see StaMartl Structural Spec G,nn Ddem LSL Is 1 SE 2 300 mi mm Fb Ddmh won connection 3' bea,ng a per" ce on doe aim min 2 studs below Debut and post connection LCE ACE EPCZ ECCD or similar Defeat comer post connection with nalered bewm owr LCFA. LCE4Z. as ROC" Debdl mld.pm, connection LPCZ PCZ CCO or sinda Ddrdt beam re beam connectionHmW HU HUC HUCQ or sinAm Berm on asp. 2 HGA10 Callow Ata,rise All1 a" -ere Aa2mm...se Ceaeeare(fbbalc Notes ase ciddL abuse 32B 400 6110 Fesft Debut mamMl is Doug Fu No 2 or better Default boom connection on plate: 2 FC or 2 hie wah suers or S 16d face nail. Cabrt Ma, tie Aa 1 is- rise Ah 2 mm' 'lase Coaster Cfblank Notes Me defa@, abuse 71P 3-2.4 2. 2a6 4.6 I I I I I I NI I I I I I I I I I I I I I I I I I I I I �I I 1 I AS I I 53.-y. IT-91/2" 174 1Y2" 18'-10" 1 r-- — — — — — I I t I I A - to I 5 5 � I I --------i I I L — — — — — — — — — — — — — — — — — -1 l — — — — — — — — — — — — — -- L— — — — — — — — 5A2) 5 I I Az I I I INSULATED SLAB PER STRUCTURAL AND ENERGY CREDITS S A2 I --F J I --T-9"— ----------------------- A2 SLAB PER STRUCTURAL SLOPE 1 1'-10 1/2" 0 BUCKOUTFOR GARAGE DOOR — — — — — — — — 11 • I SLAB PER I I STRU TURAL I I Ir ______ I 6" X 16" CONCRETE -FOOTING I I I I I I 5 I � N 10 2 A 1 N I f I I I I I I I I I I I I I I I I I 6 I I A2 I I 5 A2 I v - ----TII I I I m 4 ro ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 -16" O.C. STUDS, UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE 2 x 4 -16" O.C. STUDS, UNLESS NOTED OTHERWISE. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FOUNDATION NOTES ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. J. STERLING 1/4" = 1' U.N.O. rn aye ro O U C O r 04 U N cw rn c Q O 2) LL �_ U) Z CM F- 17 -O co (I 0 Ln J I m 1< C) 3 o Z w Y Of N 0No III—W (a) 0—a LU 75 � W tD U Z (n LU <r'.LLJ C)LU V 0 O Ofy o. z LL a cy) M �l 0) M I RECESSED SLAB I FORSS SHOWERI I I kLLI� FOUNDATION I ( I an LLo�a -ALL SLABS ARE 95S °"wa U�2 I I I I Q tang I I I J zzOUw I L----------- ------� o��wo J`w'yq 1 22'-0" 11'd — — — — — — — — 18-9' — — — — — — — — — 1*4r ( � goo i F 53'-9"600 oFmzz ao �o 'r' nz'o �Wz-o 3 0 i z A Z�__ o'soww .Uoz UU np 2FzQ ool'o O Q3 a2aUF ¢Z.2 R. &aZ i go E��L•tS6R's sE�l� �aT£aKS DN L�r " PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: ') ,537 SQ. FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. I OWNER APPROVAL I I INITIAL: J. STERLING N N J. STERLING E Z 1/4" = 1' U.N.O. o �I—y•Z°� NOT W s F N R �� a J LL 0 U O U N n c >Q O > 2) O O U) N Z co W -O cc W O 0 0 m O N N O 3g DD 0- Q co 3 Q Z�Y N w�� I- w V a Q W n W c� vz��� U w VO W o �— a a � c� Q M A, g J pZUU zH u�io a�g 2�OVR a� �aawo W mwUW =�wa oN� >w� y."oo Z O aaa �a�uo _ zw op o wo Q w �� ==�a Q OUZV6Y.j �00n¢ UV Zn?oz w�_� m a �ZU O M!R C izi� Fa4�o OWNER APPROVAL INITIAL: PAGE #: A2 PAGE: 7 of 15 2 BRACED RETAINING WALL -TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION SIDING MATERIAL �/1s os6 � BRACED RETAINING WALL -TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION SIDING MATERIAL 7/16 OSB 1/2" SHEETROCK 1/2" SHEETROCK NAILS OR SCREWS 3/4" SUBFLOOR 3/a" SUBFLOOR PER SHEARWALL TABLoanoNgL A B C D E F G V W X Y Z A B C D E F G V W X Y Z � 4"SLAB NAILS IN BLOCKING (GARAGE, PATIO) RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK LENGTH OF VERT. VERTICAL HORIZ. FOOTING FOOTING FLOOR JOISTS � � ' ' � G (JOISTS PARRALLEL ONLY) RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK LENGTH OF VERT. VERTICAL HORIZ. FOOTING FOOTING SIMPSON HANGER - HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR @ REBAR REBAR TRANSV CONT. � "A35 TYP. ONLY � HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR (� REBAR REBAR rftANsv. coNr. FLOOR JOISTS F 80T. L BEND i REO IF A> 4' � OPTIONAL 4' SLAB 80T. L BEND GE, PATIO) w 1 IF JOISTc pARal I FI F �p p -SUB FLOOR TO MUD SILL TO BE ATTACHED WITH 8D NAILS r r O - 4 CENTERED p n 18 n 6 v 6 a 72 NOT n 6 n #4 @ 2a n #4 @ 2a N/A (2) # 4 w 0' - 4, CENTERED 1 $" 6" 6" 72" 6" � @ 2a" /,� #4 lV 2a" N/A (2) # a REQUIRED - INSTALL "G' BLOCKING W - - ❑ REQUIRED 3" O.C. STAGGERED. E - A PICTURE OR PRE INSPECTION ~ ~ U r n_ r 4 1 6 n 5 n 24 n 8 n 6 n 56 n 48 a 6 n #4 @ 2a x #4 @ 2a x #4 @ za 2 # a ( ) - SCREWS OR NAILS E z 0 4' 1 "- 6' S" 24" 8" 6" 56" NOT 6" #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 MAY BE PLATE MATQERIAL COVERING NAGS W (7 j 3" O.C. THRU SUBFLOOR � A � U � BELOW GRADE c� � 18' IN. W � REQUIRED A w Z g BELOW 6' 1 " - 8' 6" 32" 10" 8" 28 28 8" #4 @ 1 s" #4 @ 18" #4 @ 1 s^ (3) # 4 r n r 6 1 - 8 n 6 n 32 n 10 n 8 n 28 NOT 8" #4 @ 16" #4 @ 18" #4 @ 16" (3) # 4 REQUIRED GRADE Q X 1 x 4 P.T. GUIDE 4"TIGHTLINE z O J a X 1 X 4 P.T. GUIDE z � O 4"TIGHTLINE � 0 8' 1" - 10' 8" 42" 10" 8" 18" 18" 8" #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 8' 1 " - 10' 8" 42" 10" 8" 18" NOT g11 #5 14" @ #5 18" @ #5 14" @ (4) # 4 EXT WALLS ONLY J z REQUIRED EXT WALLS ONLY 7 R-10 @: - CONDITIONED AREA SLAB Q O � < R-10 (�D: -CONDITIONED AREA SLAB � ON GRADE -7 Z Y MIN LAP SPLICE = 24' ❑ z ON GRADE � Y w MIN LAP SPLICE = 24" y b v,BoftFILL-see real O B� N � sLABORFILL-see oreal Bar GENERAL NOTES: NOTE#1 GENERAL NOTES: NOTE#1 * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAwLSPACE WHEN *COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN wRiN M°� (] . DRAIN ROCK wRiN M°�B D • DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. NO SLAB IS NEEDED. *COLUMNS F, G, ARE MAXIMUMS. MAY LESS. NO SLAB Is NEEDED. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF UNDER, MIN. 3" 4' PERF. 6 MILL (IXT WALLS ONCQ *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF UNDER, MIN. 3" O 4" PERF. 6 MILL VB RETAINED HT. (A) FILL REQUIRED RETAINED HT. (A) FILL REQUIRED IF NO SLAB (FXT. WA 1 TYPICAL HEADER FRAMING HEADER LESS THAN 5' (1) KING STUD FROM TOP PLATE TO BOTTOM PLATE HEADER LESS THAN 6' ( TRIMMER HEADER MORE THAN 5' (2) KING STUDS FROM TOP PLATE BOTTOM PLATE TO HEADER MORE THAN 5' TFU MIER WINDOW W/ 6" POST (2) KING STUI'S FROM TOP PLATE TO BOTTOM PLATE ( TRIMMER WINDOW W/ 3" POST (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE CONCEAL FLANGE HANGER EA SIDE WINDOW FLASHING INSTALLATION STEP # / r _.1 STEP A - INSTALLTYVEK HOUSE WRAP STEP B - �INSTALL TYVEK TAPE Strnet�l CaBoatsg - ColnTinil CoishvetionCak. Fee (CCD 0 PA Per artbitecl ` Stra<tnl Item: Isis item ad related camettars shah be aebiect' 11 RD Roof Diaphragm ' Shear Caparit,-: Good for Eb=230 piF-sesmc; Eh 322 p1'- wind Marrinpeetrafio=39 * Framing: Tresses or raLerc 21 a 24" OC, me< • Framing C000ectioo a Support: - R3ere comneaed w het ,,ant c°unect Per suet woil color - lop of wag - Wh a ,psses a,aters coui to been, use H2.5, or A34wih sopmrs. or s>rir. t}p. Arldge. c®eerper ledger cn1oLL • Surnid ig: 7`I6`nia, OSB a CDX plywood ' SbeaJag Lassa[ Case 1 pas IBC 2306-2.(1) • `hats{. Use Bid a Tedges, lYfdd Net required ncept a sagports, and a connections t darer welt below. 17 HD All - Beldwi n- Embedded Swap Tape. • ]its Cagadt-s: Good fa'_185 Is up& ' Hodows: Use LSTHD8 for no rim joist cmdEm Farm joist cood600 me LSTHD8R). ' N.ib: Lure 16, 16dm fun -hags stud m f.&.. Stud: Use tiger d Icing And as sp"c'd ebcoimm or thaice oft- 2; 3; a 4. .att 2 - Holdown - Hoh Type ' HuM.: Use HDL'2. Lags: Use 6 SDS 1V x 2.5W ful4ieii*t std pa abme AacYor Bob: if mart set, sure S'8" dments SSTBI6, or 5 S' al -thread oih out and 3' Hasher on mbedded rid N'm embedooea= L'•. Vista lmgb&v6ati & bind 90-degrees a bom® of fooling, mamao Y csaa abates dMait. Ifesmhmmuts, use 5 8-Tams HD or all anted B epari well 6-mhr raeac4 embedment, entered in stem wal 71 \I Usios General: These we specified n aslyb reist sat-sf-plme vi loads but may also be used m resis u- plune Latetd lads ifso iodraed'n cdmldas. ' Mullins: Use mu, 2, N6. cotmeons batnePlek to hop abet. Header C'omectios: He.WS)UW be nppated vith 2- t®a or hung m this mint nih LLC. HUC, RUCQ a sung. 80 L Ledger -Roof Diaphragm Ledger Commertion: lReerr a ledger is caledJim bdow, f oanxi m rim a header, one SDS, ` a LedWLOK a mat 12' OC, stmgtsed Ncmacdmg t stds. us" 2, SDS a LedwLOK per Mail. Lemtb of SDS or Ledg.LOK = full depth penetration ishorim. a? !".is mabedmea into sold fra®m. \lint distoce of counecta to evil afkdgeraspice=2' V(o tree diYmcemsp abomcm of Ensuring Cospo iov to Wall General: Lse mr, of the folo,:m¢- s.Itiche,a is apph;able. Parallel Rafter a Tress Top Chord: Ledger may be top chord of uuss or east rafter a mla. Ledger to be placed met wal sheathing 31oso Truss Top Chord Perpendicular. Use cammsom 2c blocA=? bemnn trur5es ttaded - through wag sheahmg oath 16d a 6' OC to soU wood bark¢ (commoom rmy plat. ledger, a blodkg ) - Mass Truss Bottom Chord PerpesdknL,,. Akanae 1: Hang bottom Chad pith hunger mousted m'c well sheathing to solid mood bacl>tg (rm,plae, kdga, or blocking) Akaume 2: Cur ®,'_a4 kdger I v. truss bottom chord Ledger to be placed my pal sheathing i d camenrd aih i, 16d i 24' ma., spacmg Roof Ilia braM Cormea roof gem a kdger with id -mE Am k a stews a 3' OC. 99 TS Tall Stem,ra0 at Norrow Sbear Pas.L • Footing: Pa Arch. • Stesera0: Srtmwal per Arch, maompt that it mmt m d 24'>m above tap of adjactsat slab. % S Slab • Sabgrade. Use star mwa IN or prime pass ..L compacted to 95°a rdmim r cagrtreu It is stroWte ,erapprooncled &in A stramel HI be cbecked bat a seoto laskal ceanttm. • UmdersIA lvsdatic e: Msy me \YS a EPS rigid tom pih n a. 4 psi canprrssrvr rvnph under slob -Tuned, Protide ad inured per issdmop mam8acmef s rec_ _ ___-. Slab Thickness: Use 4' mo Reafor<ermi Use my tithe following Nfm, _ repair at 24' OC. each wet, meted in slab Wdded wire fmdc, m, W2.9.. 6'a6' (6 Ga), ceasedin slab Spkes o,,I p S' mu - Fibernesh per mamfitars rzco®ndmon Heim giro tests, min., 5 In per eubic card • Cm i trol ions: Nth reco®ndcd spa®¢ = SOC, each was-. This is a pop-- :varal item and usery be changed or a®sed bT Dipper or achitctaa designer. • Vapor Barrier. Suggest a mm. 6 sal, phLmc ,apt barrier uder interim,Jabs This is a nos- saesgal im and ma: be chmged or ommed b 01aer a tschiecmd desima Heatim Oef urt heeler nound i m Dag Fr No 2 or better 2. headers must as ere to orientation stun hat 2s named a bosom M T" configuration Deli Trlarm use 1 2t and or Sorption LUC lmtga such end OeMi King Saud. aoemtg 6" ours and Ism aura , U h"N sand each end joints to Plans 1 Defai lath Sod opetq slldar dsta 6Met use 2 W height ands such end loiane to OM) T,istmer, each turd Amg Sued. each Cultist Arm use All 1 =is. use ale 2 min., ese (ifbhunk me default eel (didavk me abme l defml ubmx) 20H 25. -L' canfg 4.15 21H 2x10 -L-config 2-2x8 4a 22H 5 Sx9 gtulam 3 Ageatiss Dennis sawn mansur rs Doug Fit 6b 2 w time, Ddma pWam LVL PSL materials - sun Standard Stnctal Specs herein Datum LSL is 1 5E 2 300 air into Po Dehuh wll mnnacilon Thirsting N Poclal a m plea with min 2 Muds helps, Deli wd post cormsctlon LCE. ACE EPCZ ECCO. Or similes Ddauh cant past rmmctlum sKh insured bry vac LCE4 LCE4Z or RTC44 DeMuh mM;oM connection LPCZ PCZ Oco in sines, Defmdt beam M beam constraints Ranges HI NC HUCO or servitor Bear on top 2 HGA10 Calaut )1st. sure Ab 1 mi, use Alt 2 m. ese (outwear CfbboL Notes aye def pIL above) N6 4.10 6x10 Push Do" mmmial" Doug FirNo 2 a bells, DefaW1 brown cmeavmbn on them, 2 FC or 2 A34 Mr, <cre"s or 4 16d face nails CAi ]Fun-, w Ai I urea., use .Ut 2 ma., use Coesector (fblunk Notes use ddmdt slam") 71P 3-2el 2-25 45 STEP # 2 1 Mmtmum STEP A- INSTALL WINDOW & 4" VYCOR TAPE 4 m FENCE A FrpNj 2 5T4r IT-9 12• 1r4 1/2' 4.21 as 4-0,� W714020 PIC W124020 PIC W134060 PIC W144060 PIC I " 20H TOP HOR @ 126' VERIFY HT. Q •s,! o W/ UPERVISOR - a7 mo 20H BOT HDR @ 96' TOWATCH DOOR HDR -11• 3 DINING NrOK z-m lrr�-rat' aye —3 o. _zv 1 V-5" X 0^ W07 2040 CASE WD8 3040 PIC W092D40 CASE 68 SO T 17 CEILING 20H > 20H 20H I @ 96• @ 96" O I ®-------- 6 11 sat I I I I I I ❑ II 41 4 II wI I °f ® I I I � KITCHEN I I an 13'-3" X 10'-11" 177 SO FT $ I 9 CEUNG Z 4 I UEin I so T-2112"---------- i4'21 r412' D06 3080 I� -0 -? ENTRi N N 15'-5" X 7' 1" 117 SO FT 12 CEILING LAUNDRYw0i� 7 SD FT 9 CEILING A 9v wI LL❑ a —3•_ 0 0O 'ZIN P D 4'-11' SHELVES 3 O H} HO @'.0 D05 3080 20H 96' 16 C O W01 6020 PIC 7 $ �" a-2" PORCtN 10'-9" X 5'-5" GAS APPLIANCES TO BE iota 61 SO FT PROVIDED WITH DEDICATED r 1 2 15W CEILING COMBUSTION AIR VENTING OR I �t sat 'Ny SUITABLE EQUIVALENTI I —qA X 1 GLB EXPOSED - l bur L — — J A GARAGE U m 21'-0" X 21'-0" a I m 20H 96' 477 SO FT zoH ss R 0 9 CEILING N � N 15 r---------- --------� I I I I I Q m e� so 20H 1 96' 20H 96" a m o ont I N 16P 22H 96--------AyrS I N — — — — — — — D02 l W80 lfr4r STEP # 1 / STEP A - INSTALL TYVEKAPRON BELOW F WINDOW SILL STEP B - INSTALL VYCOR ACROSS WINDOW SILL STEP C - INSTALLTYVEK FLEX WRAP IN WINDOW CORNERS WALLS -ALL EXTERIOR WALLS ARE 1PW EXCEPT AS NOTED -NO INTERIOR SHEAR WALLS REQUIRED 22'-0' NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY CREDITS TAKEN ENERGY CREDIT 1a EFFICIENT BUILDING ENVELOPE -WINDOWS: U=0.28 - FLOOR: = R-W INSULATION - SLAB ON GRADE - R-10 ENTIRE SLAB ENERGY CREDIT 2a AIR LEAKAGE CONTROL & EFFICIENT VENTILATION -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR - WHOLE HOUSE FAN PER SECTION Ml507.3 ENERGY CREDIT 3a HIGH EFFICIENCY HVAC EQUIPMENT - GAS FIRED, PROPANE, OR OIL FIRED BOILER WITH MINIMUMAFUE OR 94%. ENERGY CREDIT 5C EFFICIENT WATER HEATING GAS FIRED, PROPANE, WITH MINIMUM EF OF 91% 00 vv 4,-0" a-B" W-4r a$", W174020PIC W18402OPIC W204060 PIC W21 4060 PIC VERIFY HT. W/SUPERVISOR TO MATCH DOOR LIVING 28'-9" X 13'-5" 381 SO FT - - � 17 CEILING 15-3 � I '4 Nr 12 CEILING OFFICE 910EILING g7 TRANSITION 14'-6" X 9'-7" z 151 SO FT U 20H @ 96" 9 CEILINGa "I§ � HALL �P m A� n 1 3'-11" X 8'-9 o maw 3 41 SO FT 7 I 8" 9CBUNG H BEARING WALL A no BAT e c s DF C4 1U 9z DI13068 w DROP IN °N SHOWER met¢ IN I2• a m 4 m 20H 96 'ell to m I q r? m 20H 96 in our 3 1 bU a m m 20H 9E S4 2 AS 12 aM ❑I MASTER l LXCLOSET i r8� O 48 SO FT 9 CEILING MAtTER BDRM 17'-9" X 13'-2" 262 SO FT 9 CEILING - 4'-1 12• D12 3080 — W 19 4020 PIC W224D60 PIC ps C T cos is � a N LV 2 Cs 20H @ 96• !? to trlfa '_ 0 h20jH lrL, 996- no q II nup 3 WK1i1®7_ CLOSET 4' 0•' X 4'-11" 25 SO FT pqH@ 96 I I I3 5-11 1/2' m 10 10 IA TER BATH 4 MASTER SHOWER T-3' X 8'-6- Fs a 68 SO FT V 56 So FT - U 9 CEILING 9 CELNG - a 0 - -- — ——— 20H 96' O o iN v e 20H @ 96. § W33 3020 AWN Nk 3'-81rr s-1112* �TS' T� llr4r L_ Ur EkL� 141EISIZ'S 5EAcr Is Fwt 15T4L c,r't' 7tT£AA. s e P-1 t"Y . FLOOR PLAN NOTES J. STERLING 0 SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE SMOKE DETECTOR LOCATED IN N EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA IN NEW CONSTRUCTION, ro REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE `m BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. STERLING E AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 0 Tt SHELF AND HANGING ROD. Tt 1/4" = 1' U.N.O. F BUILT IN SHELVES. w ll-y-2020 f [4]a CABINET -OWNER / CONTRACTOR TO VERIFY. EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20' WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR. © TEMPERED GLASS ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, FRBE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES - 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 113 AND LOWER 113 TO PREVENT OVERTURNING IN AN 9 EARTHQUAKE. MIN. EFFICIENCY OF 91 % Z R FAU. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. U) ®EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8' TYPE •X• GYP. BD. NO FURNACE SHALL LU BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, e BATHROOM, OR CLOSET. PROVIDE AT LEAST 30' OF WORKING SPACE IN FRONT OF FURNACE. m PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET THE MAXIMUM LENGTH OF 8 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. A MINIMUM 44NCH DIAMETER EXHAUST DUCT OF g SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. is MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE R 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 WINDOW 1 0 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN,cz AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE 1 CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX L fC CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 11 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. ui J 22' : 30' MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. tL 1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. L ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. E 0 GUARDRAIL 36' ABOVE FINISHED FLOOR STAIR HANDRAIL 36"ABOVE STAIR NOSING. U 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4' DIAMETER SPHERE TO PASS CO THROUGH PER I.R.C. SECTION 312.2. U PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR N 3 14 TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO CV '- MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE GO(3) O y SURROUND & HEARTH MATERIAL. CO Q U 15 GARAGE FLOOR SURFACES SHALL BE MINA' CONCRETE. SLOPE CONCRETE FLOOR O 01 MIN. 118" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LL Z (h F- O 'I 6 20 MIN. FIRE RATED DOOR W/ SELF-GLOSING DEVICE. W Q M 0 m OV GENERALNOTES m °Q ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O- VERIFY HEADER HEIGHTS WITH SUPER. } ALL EXTERIOR WALLS ARE 2 x 6 -16" O.C. STUDS, UNLESS NOTED OTHERWISE. N ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED Q w Y CV OTHERWISE. Z Of DO PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER < Q DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR Z Q 7 Uj � LOCATIONS. W FRAMING NOTES 0 z p LU l REFER TO SHEETA4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF V w U O FOUNDATION/SLAB/JOISTS BLOCKOUTS. 0 Q FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR O r of SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT � V ! di Q ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL d M PRIOR TO THE FABRICATION AND INSTALLATION. � CM AU TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ WEDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. 'o03 PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST w m90. 3 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z 59W= FLOOR HOEDOWN LOCATIONS. .of .op5y ? 0 PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING J o<wo LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. .3: Y �0 �wmw o%=w ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ��&ow INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE yoF CONNECTIONS AS WELLAS FROM TRUSS OR RAFTER TO BEAM w3zz CONNECTIONS. m g� MVO PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ.FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. Om=L"oO m202 U<p I1 LL WO Nat i iooid<'< z m�dw�m Z.Fm0 azz - _ lO =mar ar Or, ?�zo go OWNER APPROVAL INITIAL: A3 8 of 15 GENERAL NOTES ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. J. STERLING I DRAFTFI J. STERLING 12 MANUF.TRUSS� STANDING SEAM METAL ROOF 1 1/2� 7/16'SHEATHING AIR BAFFLE W/ 1" GAP\ R-491NSULATION �\I ALUM. DRIP EDGE GUTTER 2 X 1� TAIL 2 X 12 FASCIA-� HEEL VARIES STRIP VENT VENTED BLOCK ENCLOSED SOFFIT 2 -Urn 5/2" SHEETROCK II� �2X6WALL 1 2 X 10 TRUSS TAIL DETAIL SCALE: 1/2 = 1' Sliwtural CaRoutsr—Cona-riot CoeshvelinnCalc, Inc fCCll 0 PA Per Architect Sh.cmnlltem: Tlds tram ardrdaed cometlms shag be arhuxt designer 11 RD Roof Diaphragm Shear Capacity: Good for Eh = 230 TT -seismic, Eh = 322 pit- wind Alas aspect ratio = 3:1 " Frames: Trusses or rafters: 2x a 24' OC, once Framing Connection m Support: Rbrre connected to shear nag, connect per sheer wall cages - top of 1sell RTsere trusses or ra$ers tarmac ro beam au 1L2 �, Qrtt4 wid sarn's, m sue, typ. At lodger, correct per lodger calla d, Sheathing: " 16- win . OSB or CDSplymood Sheathing Layout Case 1 per IBC 2306-2 (1) ^ Nxding: Use Sd a 6" edges, 12' fidd Blocking Not required except a suppoems, and a cormenume to shear pals behm I- HD Alt 1 - Holdoun - Embedded Strap Type. Alin. Capacity- Good for --'185lb qA& H.kas ruse LSTHDS for an rim joist condition. For rim IoLyt condition use LSTHDW, Suds: Cse Ifl 16citef.6-heiQ1tmndmfoi. " Smd: l;se longer of ldog and az speed ehenhere, m choice aF2- 2; 3; n 4a. Alt 2 - Field. - But, Type ° Roldena: Use HDUZ Lags: Use 6 SDS 14 a'-.5 to fog-heuLt stud per aba-e -Anchor Bolt: Ifnet set use 5 V diameter SSTB 16. car 5 S' all -thread w4h Wont and 3' masher on embedded end. Min embedment = 12'. If too hang to 6t in footing, bend 90-degrees a bottom of footpg maiomm 3' toyer a bottom offoouW If t tchu mrc, use 5 S" Ti[m HD a aA ennead &epoxy, w$ 6" von cooaete embedment cemered in stem A AI A1.16o. General: These are, speomed mainly to reLR man -of -plane nand loads but ma. also be used to resis in plane lateral leads E so indicated in catechumens ' Mullin.: Use man.'-, 2.6. continuous bottom plate to top plme Header Connection: Header(s) mac be supported ,ith 2a mimmrr or hang on has, molten ziih LUC, HUC RUCQ acarda. 90 L Ledger -Roof Diaphragm Ledger Co.aec,io.: Rbere a ledger is card Ca bebw; A'coanecmg to r® or herder, use SDS, or Ledgerl.OK a mac 12' OC, smggered If coanectim to studs, ace 2, SDS or LedgerLOK per and Lenmh of SDS or LedWLOK = fug depth penetration into rim ar 2 5" min embedmem into solid Jr. \fan dsmacr of coati to end of ledger or splice = _' Arm edge distance to tap or bottom of ledger =2' ` Framing C....ctiou Ion Al AL General: Lse any of the flowing, whicluner is appbcabie Parallel Rafter or Thus, Top Chord: Ledger men be top chord ofere se or last rafter or --darn Ledger to be placed ocer .ya➢ sheathing Aloao Truss Top ('hard Perpeedicolar. Use contarom s 2. blocking bmneen tram nailed through wall sheadmg wide :6d Q 6' OC to solid wood backing (couaimtons rim, place, ledger, or blocking) Al... Truss Bottom ('hard Perpendicular: .sdremae 1: Ham boa. :bord rub hanger mormed oy'er wag sheathing to solid good backs¢ (,nea- place, lodger, or back g; Alteroae2.Uselam.'-a+ledgerlotmtou sbosomchord Ledgerto be placed mer nag -healing and cametted wvh v®.: 3- 76d a '_a' leas spaang. Roof Diapbragm, Coanea-t roof diaphrigmto kdeer with 8d tme shank m s. as 3' OC. S9 TS TaB Stemmas at Smear Shea Panel. ° Footing: Per Arch. " Stemma9: Steonwall per Arch, except that it must emend 24".. above top of adlacem slab. 95 S Slab Subgnde: Use snvctmd 91 or vaunt vrmerial. compacted to 95°° remtise coraparoon. It is strop: r:ommended than all structural fill be checked bx a geotechccal consultant Uaderslab Lit dation: Nix, use \-PS orEPS rigid fog With min., 25 psi comps essbr snerath under slab. `i used preside and ensm9 per insulation manufacturer re:onmesdwone Slab Thickness: Use 4" Reinforcement: Use. tithe fo lei Ara, =_ ,ebm m '-4' OC, each wax, cauered m slab. Ridded hire fabric, lam, R'2-9, 6'a6' (6 Gat), centered in slab. Spicer metlap S' min - Fnbeemesh per meramunniff 5 rec - - Ill. mi.. rebus, ors, 5 bsper cubic yard Control Joints: M(aeamm recominatividect spaing = 8' OC. each mac. Ibis u a echo-stracttuc item and. be changed cr otveed by Danner or arhue u rel designer \"apor Bartier. Suggest a lam, 6 mT, plastic vapor barrier under imerior slabs. This c a non- suucaa it item and cum' be changed a trimmed by Owner or achrternael de= Headers Default header materiel Is Doug Fir No 2 or better 2x headers must as in tall orientation wick Aar a Walled at bottom in'L- configuration Default Trimmer use 1 2a stud or Simpson LUC hanger each and Default Kling Stud. opening 6-feet wide and late use 1 full height stud each and IWme to ads; Dsfauh King Stud opening wider than 6feet use 2 fall height studs each end (plate to Wee Trimmer, each end hang Start, each Cafhhnt Alias. Alt I ds ase .All 2 ram. use fdblaek use de m3 end (fblank use dtoce.) default aba'e- 20H 2a6.'L-config 4A 21H 200 `L` canfig 2-2x8 4x8 22H 5 5x9 glulam 3 Beams Default sawn malarial is Doug Fit lie 2 or better Default glulam LVL PSL maedas - see Standard Structural Same heroin Damon LSL is 1 5E 2 300 an min Fb Default wall connection 3' beating m wr,,m or an plate with In 2 mods below Default end post connection LCE ACE EPCZ ECCO. or similar Delauh corner post connection with mitered beams chair LCE4 LCE4Z or RTC44 Defnth midpartconnection LPCZ PCZ CCC mriveniar Delault beam to beam connection Hanger HU HUC. HUM or similar Bear on top 2 HGA10 Callan, Aim.! .se All 1 lam., me Ain 2 min., ase s(Noteue���) 30EI 4.10 6.10 Pasts Default malarial is Doug Fir No 2 or eeaer Default mcmm connection on plate: 2 FC or 2 A34 with screws or4 16a face reds Ca6oat Min--ase Alt 1 aria.. ase All 2lei.., se Connector(if blank Notes use defect abmz) 71P 3- 2x4 2- 2s6 4a6 STANDING SEAM METAL ROOF 7/16" SHEATHING MANUF TRUSS 1/2' INSULATION SHEETROCK 2 X 6 WALL 2)(10TAIL 2'-0" � INDICATES 144' CEILING H INDICATES 109.125 CEILIh CO D ENT' CEILING H AT IN COYENTRY X 12 FASCIA VENT )SED SOFFIT R-21 INSULATION 2 2 X 10 TRUSS TAIL DETAIL SCALE: 1/2 = 1' 6&_� IA4EF_R's 5En41­ IS FwL, �T£M.T bN LY. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FRAMING NOTES REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ.FT" GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. 1/4" = 1' U.N.O. 11-Lf-2020 0 LZ (n A H 8 F m i N J LL E O U C C' fV N O O U 7 C O Q O 2) LL Z O M (n M leof D O W O x 00 o') O N N m O ¢ O Q cam') � 3 3 z w N o �WVaa WM W Z U W fUJn V /�� yJ w r Z \ 0 (o / - i LL W of U�y 0 O � 1..1� Q a 'H'^^ VJ MTT Q VJ (M 0 z LL I OWNER APPROVAL I INITIAL: `1 ASSEMBLIES AND FINISHES NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR ILLUSTRATION PURPOSES ONLY. VERIFY ALL MATERIALS AND FINISHES. J. STERLING DRAFTFD B" METAL ROOFING, VENTED RIDGE OR ROOF TO WALL VENT, ROOF SHEATHING PER STRUCTURAL, MFR. TRUSSES 24" O.C. HEELS PER STRCTRL., R-49 INSULATION, 5/6" GWB J. STERLING n�.2".,, o„"",- PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ. FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. ❑ METAL CHIMNEY CAP 1/4" = 1' U.N.O. 2 CONTINUOUS ALUMINUM GUTTER MATCH ROOF COLOR, 2X12 TK CEDAR FASCIA 1� •2020 ❑I (A)1X6 T&G WITH CONTINUOUS STRIP VENT AT EAVES, 2X12 4 TK CEDAR FASCIA (B) VERIFY FINISH, STRIP VENT, 2X12 TK CEDAR FASCIA 151 HORIZ. LAP SIDING, FIBER CEMENT SMOOTH @ 4" EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE 5 INSIDE CORNERS AND VERIFY FENESTRATION TRIM ❑HORIZ. LAP SIDING, CEDAR W/ NATURAL FINISH @ 5" 6 EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM z CORRUGATED METAL, VERTICAL. 'L' METAL OUTSIDE /� � W W CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY 2) FENESTRATION TRIM. ❑SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, 1/2"GWB INTERIOR FINISH 70 BEAM PER STRUCTURAL, NATURAL FINISH IF EXPOSED 9 TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING, 1/2" GWB 1 O FINISH, VERIFY STRUCTURAL PER PLAN 11 ARCHITECTURAL ACCENT- VERIFY 12 FENCE PER PLAN, VERIFY MATERIALS AND FINISH E L) c= INSULATED SLAB PER STRUCTURAL AND ENERGY CREDITS 0 13 AT CONDITIONED SPACE. VERIFY FINISH. N L) 0 w m U) 14 Q 0 0 2) UL z �C c Lu a �a 15 W O0 M o m m° N 0 Q 0 z d Q `c) 16 BUILDING SECTION 1 0 >a_ > N ZLuVam W aQ w W c(D U Z 0 - Fw— w Q 0� U) W Y Uo 0 0 a r^ vJ M z Q cM WV OZ LL446 Zcc U4�0 QaVF O izpua x u4 ¢NO T " f"Q�y"j >L w w' C.)=y°� ��aoz W^ �03F3 Z. O w3n�z U¢, VO �n<0 Kozo ZWZWO F Z Wl NK 2z13 H. Q .j PVU �6Fzz U00 OZoF a0 /�/� O z m W ba�a Sxo OWNER APPROVAL INITIAL: PAGE #: S PAGE: BUILDING SECTION 2 MAIN F AVG. OI GRADE PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ.FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. .5' OVERALL BUILDING HT - - - - - - - - - - - - - - - - -����•��_`JJJ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ 1 7n r12 1 (m F NOTE VERIFY ALL HEADER REIGHTS NATM SUPERVISOR 3 CEILING _ HEADER CEILING HEADER _ _ _ _ _ _ _C N b 0 iul 3 A 2 ASSEMBLIES AND FINISHES NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR ILLUSTRATION PURPOSES ONLY. VERIFY ALL MATERIALS AND FINISHES. ❑METAL ROOFING, VENTED RIDGE OR ROOF TO WALL VENT, 1 ROOF SHEATHING PER STRUCTURAL, MFR. TRUSSES 24" O.C. HEELS PER STRCTRL., R-49 INSULATION, 5/8" GWB CEILING. ❑METAL CHIMNEY CAP 2 ❑CONTINUOUS ALUMINUM GUTTER MATCH ROOF COLOR, '3 2X12 TK CEDAR FASCIA ❑(A) 1X6 T&G WITH CONTINUOUS STRIP VENTAT EAVES, 2X12 4 TK CEDAR FASCIA (B) VERIFY FINISH, STRIP VENT, 2X12 TK CEDAR FASCIA ❑HORIZ. LAP SIDING, FIBER CEMENT SMOOTH @ 4" 5 EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM ❑HORIZ. LAP SIDING, CEDAR W/ NATURAL FINISH @ 5" 6 EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM ❑CORRUGATED METAL, VERTICAL.'L' METAL OUTSIDE 7 CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM. ❑SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 8 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, 1/2" GWB INTERIOR FINISH BEAM PER STRUCTURAL, NATURAL FINISH IF EXPOSED 9 1 011 TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING, 1/2" GWB FINISH, VERIFY STRUCTURAL PER PLAN ARCHITECTURAL ACCENT- VERIFY 11 12FENCE PER PLAN, VERIFY MATERIALS AND FINISH INSULATED SLAB PER STRUCTURAL AND ENERGY CREDITS r13 AT CONDITIONED SPACE. VERIFY FINISH. 14 15 16 BUILDING SECTION 3 J. STERLING '-)RAFTFD Rv J. STERLING 1/4" = 1' U.N.O. 1t-ga0z0 E O U C O 04 N U O` DO 0) � Q O LL Z °' U)LLI ro 'O M V W O _ o c� In a m d Q M 5 a o Z W N o W U aQ w m Z W3: U p W (D 00 Z W H w �WUOo � U a)z IL M Q 0') M O I< � Iw CD Z W g I• a J II D F m z I OWNER APPROVAL I INITIAL: R 0 0 N `m E d z w LL PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1 ,537 SQ.Fl GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. ASSEMBLIES AND FINISHES NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR J. STERLING ILLUSTRATION PURPOSES ONLY. VERIFYALL MATERIALS AND FINISHES. N _ a N METAL ROOFING, VENTED RIDGE OR ROOF TO WALL VENT, ROOF SHEATHING PER STRUCTURAL, MFR. TRUSSES 24" J. STERLING E O.C. HEELS PER STRCTRL., R-49 INSULATION, 5/8" GWB CEILING. o z METAL CHIMNEY CAP 1/4" = 1' U.N.O. 9 O CONTINUOUS ALUMINUM GUTTER MATCH ROOF ovERALL 493.5' OVERALL BUILDING HT. _ _ _ _ _ _ - - - - - - - - - - - - - - - -- - - - - - _ 1 - - - - - - - - - - - - - - - - - - _ _... _ _ _ - - - - - _ _ - - - - - - 12 TK CEDAR FASCIA u COLOR, off ®(A) 1X6 T&G WITH CONTINUOUS STRIP VENT AT EAVES, 2X12 TK CEDAR FASCIA NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR B VERIFY FINISH, STRIP VENT, 2X12 TK CEDAR FASCIA ,2 1/26 HORIZ. LAP SIDING, FIBER CEMENT SMOOTH @ 4" EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE 3 5 INSIDE CORNERS AND VERIFY FENESTRATION TRIM 4 i 1 c HORIZ. LAP SIDING, CEDAR W/ NATURAL FINISH @ 5" EAGER _ 3 l❑1 EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE 4 g INSIDE CORNERS AND VERIFY FENESTRATION TRIM Z �I 9 0 0o e 4 CORRUGATED METAL, VERTICAL. 'L' METAL OUTSIDE in H � � CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY � e FENESTRATION TRIM. 7 5 sore PI 3018 PI 3018P ss,a P SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 N p❑ INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, 1/2" GWB INTERIOR FINISH 4 $ BEAM PER STRUCTURAL, NATURAL FINISH IF EXPOSED 12 i lumn n i 1■•■■■■' „ TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING, 1!2" GWB '■■•■■■, " ' FINISH, VERIFY STRUCTURAL PER PLAN s MAIN FLR. 476.Q' AVG- G GRADE .475.7 ARCHITECTURAL ACCENT -VERIFY GRADE 11 w J LL FENCE PER PLAN, VERIFY MATERIALS AND FINISH 12 E O C INSULATED SLAB PER STRUCTURAL AND ENERGY CREDITS o 13 AT CONDITIONED SPACE. VERIFY FINISH. N 0V � C O 14 0 2' LL. m w i a Z coH O w 0 0_ A C � 5 0 0o Ov N 0 a 0 m 0 a M 16 NORTH-WEST ELEVATION a o (D Y N Z�W�co �wVaQ W pW(� (.5 z0-Lu U) Y� 1 w w UOo OVERALL493.5' , OVERALL BUILDING HT— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - oOf rH�wz NOTE: VERIFY ALL HEADER HEIGHTS WRH SUPERVISOR 4 IL v ! M Tf� VJ TOP OF BEAM M 112 12 2. , V2. _- 7 JEADER ----3--- 5 I � isozoPlc: 5 -� I 3 R-- --4 — s •a 4 7 � a L OoUV 200 =o 1 r q�l"zz $ - y U 0 f �� 48 J w€ MAIN FLR. 476.Q' -- - - - - ---- -- - - --! .!rt1 �.R - _ - ---------- - W =`�''� - - -- - --- --- -- - -- - - _... _ "WF AVG-ORG.475 7 O o3�00 <__ ��zGG GRAD H0iz 000 W am~m0 -O 4z�? O.M. q30j X as W ~ NZ OWNER APPROVAL INITIAL: PAGE #: PAGE: SOUTH-WEST ELEVATION MAIN FUR. AVG. ORG. GRADE PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ.FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. RAU BUILDING HT. NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR W21 4060 PIC W20 4060 PIC ITI 7 114020 PIC -misFa- W 15 4020 PIC _141___ ASSEMBLIES AND FINISHES NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR ILLUSTRATION PURPOSES ONLY. VERIFY ALL MATERIALS AND FINISHES. ❑METAL ROOFING, VENTED RIDGE OR ROOF TO WALL VENT, 1 ROOF SHEATHING PER STRUCTURAL, MFR. TRUSSES 24" O.C. HEELS PER STRCTRL., R-49 INSULATION, 5/8" GWB ❑I METAL CHIMNEY CAP 2 CONTINUOUS ALUMINUM GUTTER MATCH ROOF COLOR, 3 2X12 TK CEDAR FASCIA ❑(A) 1X6 T&G WITH CONTINUOUS STRIP VENT AT EAVES, 2X12 4 TK CEDAR FASCIA (B) VERIFY FINISH, STRIP VENT, 2X12 TK CEDAR FASCIA ❑HORIZ. LAP SIDING, FIBER CEMENT SMOOTH @ 4- EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM ❑HORIZ. LAP SIDING, CEDAR W/ NATURAL FINISH @ 5- 6 EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM ❑CORRUGATED METAL, VERTICAL.'L' METAL OUTSIDE 7 CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM. ❑SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 8 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, 1/2" GWB INTERIOR FINISH BEAM PER STRUCTURAL, NATURAL FINISH IF EXPOSED 9 TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING, 1/2- GWB 1 Q FINISH, VERIFY STRUCTURAL PER PLAN ARCHITECTURAL ACCENT- VERIFY 11 FENCE PER PLAN, VERIFY MATERIALS AND FINISH 12 INSULATED SLAB PER STRUCTURAL AND ENERGY CREDITS 13 AT CONDITIONED SPACE. VERIFY FINISH. 14 15 16 SOUTH-EAST ELEVATION J. STERLING J. STERLING 1/4" = 1' U.N.O. I I-1i-2020 1 rn �e 4 c roU) E 0 O C O r' N U Do 0 y C Q O ° C3) C/) 0 Z M O m W p0 A cl 000 N N J Q b 3 m a Q i° Q OLL � U CV Qo) W m z w< y 0 z L`uu w W c) Ov O F-- Q (L v J M a M U) z> Z = mg'o O s 0o a _ ��ag= 0;Y9Y �W� \ / �Twoo W : Tp Tp J v =3a�= W �gw�rc z �a zozwza of a�o'ma �zzmrc O z 3�dz 0 �� V;H N ,Of oDOWQ zo 1 VO 6W NU W 0Wr0 4ZU uzo 2< S S"O W OWNER APPROVAL INITIAL: PAGE: t NORHT-EAST ELEVATION PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS /CONCRETE GENERAL NOTES PREFABRICATED WOOD PRODUCTS: PRE -FABRICATED FRAMING CONNECTORS: CONVENTIONAL WOOD FRAMING: FOOTINGS, FOUNDATIONS, SLABS ON GRADE: BASIS OF DESIGN -APPLICABLE CODES: Prefabricated Tr sc _c. Where shown on the plans, all prefabricated Manufacturer: Simpson brand is specified, however any other nationally General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members per the Plans and , -ot .hni .al R -Dort: CCI is not aware of a geotechnical report for this project. CCI strongly recommends that a ��. The designs herein are prepared in accordance with the 2018 IBC. structural roofing members shall be designed by a certified professional recognized brand may be used provided that they are equivalent in their applicable building code. Where Structural Plans do not specifically address a structural element, construct said element geotechnical report be performed by a qualifed geotechnical engineer for all construction projects. Soils analysis and Construction shall conform with the most recent building code adopted by engineer. The prefabricated structural roofing designer shall provide to ability to carry all applied loads in all orientations. per minimum building code. geotechnical engineering are not a specialty of CCI. CCI depends on others for the provision of soils data, which includes the approving jurisdiction. the Contractor stamped design drawings with appropriate notes showing Installation: The Contractor shall install all prefabricated items in strict Framing Material. All sawn framing lumber, not including beams, posts, and columns, shall be Spruce Pine Fir, Hem Fir, or but is not limited to: allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral pressures, Calculations. The calculations included herein are only those required to member sizes, forces, installation procedures, blocking, bracing, etc. accordance with the manufacturer's recommendations and requirements. Douglas Fir -Larch, Number 2 or better, unless otherwise shown. All sawn wood shall have moisture content less than internal friction angle, and cohesion. In the absence of a geotechnical report CCI will make assumptions regarding soil ensure compliance with code. We do not intend to compute every �gineered Wood -General. These products must be provided, stored, The load carrying capacity of the prefabricated item cannot be guaranteed 25%. parameters, however, CCI takes no responsibility or liability for future settlement, or damage or injury due to earth structural element nor every load combination. Much of our analysis is and installed in accordance with manufacturer's recommendations. if this provision is not adhered to. Nails and screws which will be exposed clods. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from horizontal diaphragm to movement or failure of any kind. "BI" (By Inspection.) Failure to do this may void the warranty and diminish load carrying to weather shall be galvanized or stainless steel. If installation risks horizontal diaphragm (horizontal diaphragms are roofs and floors that connect to exterior walls.) Use balloon framing at Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway specifications for imported ABBREVIATIONS: capacity. Any nationally -recognized brand that meets the below cracking of wood, contact engineer for alternate nailing and / or alternate stairwells, openings in floor diaphragms, etc. Stud size, material, and maximum length between diaphragms is shown in road base or sub base; or use sand or other clean granular materials no larger than pea gravel. All structural fill must be specifications is acceptable. connector. shear wall table. compacted per the following section. ^Area PSL Parallel Strand Lumbe and Versa -Lam. Use minimum 2.OE, 2,900 ( U Si son SDS Wood Screws. Where s ecified, install er manufacturer's �1p P P Beams and Posts. All sawn structural beams, headers, and osts shall be Dou Fir Larch No 2 or better, exce t where P 9 P �mna .lion: Place all fill materials in lifts not exceedin 8-inches. Com act usin mechanical vibrato or im act �- 9 P 9 ( rY P ) BI: Bylnsa�tooncrete psi minimum allowable bending stress. recommendations. In general these do not need pilot holes. However, if exposed to weather and specified as PT (Pressure Treated) may be Hem Fir No. 2 or better. Glulams, PSLs, LVLs, etc. methods. In paved areas and under structures, use structural backfill compacted to 95%relative compaction. In non- ERIN3aGeIB m�a� �s ollr Electrical L\!L u aminated Veneer Lumber). Use minimum 1.9E, 2,600 psi minimum wood is old and or very dry pilot holes may be required to avoid splitting. shall be per Prefabricated Wood Products section below. paved or non -footing areas use structural backfill or native backfill minus rocks, lumps, and organic matter, compacted to (El: Existing allowable bending stress. Use length as specified in Plans but never less than required to ensure I�1ai1&: Nails called out herein are "common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, similar length nail gun nails 92% relative compaction. ci I �ss;n v �c�InGle;e �( aminat -d strand rmb .r). Members indicated as 1.5E shall have full strength. may be substituted provided 50%more nails are used. For example if 8, 16d are called out, the number of similar length . Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, etc.) use structural fill CMU: Concrete Masonry Unit min., 1.5E modulus of elastici and 2,300 si allowable bendin stress. IY P 9 impson SD Wnnd Screws, With most Sim son connectors, Contractor P 131 diameter nail un nails re wired is 8"1.5 = 12. As another exam le if 16d nails are called out at 4" s acin the 9 q P P 9� around the structure. Careful) lace and com act to 95°/p relative com action under and around all I eS. YP P P PP �^Calloorucl e e leanout Members indicated as 1.3E shall have min., 1.3E modulus of elasticity may use SD9 in lieu of 10d nails, and / or SD10 in lieu of 16d nails. These spacing of similar length, narrower nail gun nails shall be 4/1.5 = 2.7". When roots, rocks, or other undesirable materials cause over -excavation, fill over -excavation and compact per the above. c°"t Con6n1O1S and 1,700 si min. allowable bendin stress. P 9 are rovided in 1-1/2" and 2-1/2" ten ths. Use the ten th necessa for full P 9 9 rY Shear Walls: Walls called out as shear walls on the Plan shall be constructed er the Structural Shear Wall Table herein P Fnllndatinns Footin con Soil: All footin sand foundations to bear on undisturbed existin soil or structural fill. Afl or anic 9- 9 9 9 HF: GHemgFis Fir Glne-Laminated Timbers Unless otherwise noted, all lulam beams shall 9 enetration into the members connected. P () usin materials desi Hated for lateral load resistance b national) -a roved manufacturers. All shear walls must be 9 9 Y Y PP and deleterious material beneath footin sand foundations to be removed and re laced with structural fill. Bottom of 9 P HVAC: Heafing, Ventrladon. antl Air Contlilioning GW: Gypsum shear wall be 24F-V4 DF/DF. Any that span continuously over one or more interior positively connected at top and bottom to diaphragms. Walls not specifically called out, or tabled "NS" are not intended as footings to be below locally prescribed frost zone, not less than 12". Gyp: Gypsum wall bcartl supports or are cantilevered, use 24F-V8 DF/DF. Use industrial shear walls and shall be built per minimum code. Fonndationc, Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, dirt, moss, debris, or other i ��a�o Inerta appearance grade, unless visually exposed to interior living space use Sheathing. "PW" walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall Table, oriented deleterious substances. Pressure wash as necessary. Use bonding agent prior to pouring concrete on rock. Where rock is IBC: Intemafional Building Code architectural a earance ra pp g de either direction. "GW" walls are drywall shear walls, use per Shear Wall Table. sloped less than 4:1 (14-degrees), no dowels into rock are necessary. ICE. InsuWtetl Concrete Form iRcci��emacoaaaaesae�nal c ae cede 0 Pressure Treated PT lulams shall be not less than 10 w k r h n /° ea e t a ( ) 9 Sheathin Dints. U J se blockin behind 'Dints if indicated in the Shear Wall Table. With "PW" and "GW' walls no Sheathin 9 9 1 r 9 - Where rock is slo ed 4:1 14 de rees or realer u to 45-de rees max use #4 x 18 Ion dowels rotohammered min. P ( 9 ) 9 (P 9 ). 9 K: KiP (f.°0° lbs.) the above in bending, shear, and modulus of elasticity, using suitable joints are allowed within 2-feet in any direction of a door or window corner. 8" into solid rock. Rotohammered holes to be ''/z" diameter, perpendicular to face of rock. No epoxy is necessary. Dowels to KSI: Kips per Square Incb wood species for pressure treating. Multihe Ply Memhers. be located as follows: LVL: Laminatatl Veneer Lumber LSL: Lammarea so-ana wmner All glulams shall be manufactured by an AITC approved fabricator. Store Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple ply king stud, o For continuous footings, use dowel within 6" of ends, corners, and intersections and at 36" OC max spacing. Dowels to Lt: Left and install in accordance with manufacturers recommendations. trimmer, or header, connect all plies with 16d at 4" OC, staggered. be centered on stemwall. N9 No a a� 9we Beams, Columns. Where more than one 2x, or LVL, or LSL is laced a dins[ another and used as a multi le I beam or P 9 P P Y o For ad footin star er than 12" s ware or round, use three dowels s aced 8" a art, centered on footin If dowel is too P 9 9 q P P 9� NIC: Not InGutletl oc: on Cemer spacing column, connect all plies with glue and 2, 16d at 4" spacing. long to fit in footing, bend as necessary to provide 2" cover at top and / or side(s). osB: Oaentetl so-ana Boas Glue_ Eooxv. Where specified, wood glue shall be commercial grade with minimum shear strength of 450 psi at 28 days. o For pad footings equal or smaller than 12" square or round, use two dowels spaced 6" apart, centered on footing. If PCF: Pountls per wbic (Dot PLF: Pounds per Lineal Foot Use Llquld Nails LN 940 or similar. Prep and apply per manufacturer's recommendations. dowel is too long to fit in footing, bend as necessary to provide 2" cover at top and / or side(s). PI PSL: Epoxy used with wood dowels or drift pins shall be Simpson ET -HP, or other brand intended for wood use. Wood and Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining material and a suitable vapor Parallel Strand Lumber PSF: Pounds per Square Foot dowel shall be clean and dry prior to epoxy installation. barrier desi ned b others are recommended for all interior slabs. ( 9 Y ) Psl: Ppanaa per sgaam Inpn Pr: Pr r Tr essu a Bated wah reservative Window and Door O eon inns. Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be � Pp"nood or OSB Sheol wall Header. Use minimum size as called out on Plans. All headers shall be installed with their tall dimension vertical. If header provided at the base of all footings and retaining walls which will have earth placed against them. Footing drains shall be RC: Relative Compaction REF: Reference, not actual is less than 3 inches wide (I.E. a single 2x or single LVL) use a flat 2x nailed to the bottom of header in an "L" configuration 4" perforated pipe routed downgradient to daylight, unless otherwise specified. REo pr Rega Requires with 16d at 4" max spacing. If no header is specified, the wall is assumed non -load bearing and wall top plate may serve STANDARD CONCRETE: RORl9nyhtaway as the header. Standard Cnnrrete. Concrete for footin s, slabs, and walls shall attain a minimum 28 da stren th of fc = 2,500 si unless 9 Y 9 P S: Section modulus SC: See Callout Multi le Ad scent O enin s. Where ad'acent door or window o enin s occur in a wall headers for each o enin shall be p 1 P g 1 P 9 P 9 — therwi a no n PI n. Minim m m n n n- o s led o a s u ce e t co tot 5 sacks per cubic yard. Maximum water/cement ratio shall be 0.45. SG: Storm Orain individual members with full -height king studs between them. Each header shall use the number of king studs specified All materials shall be in accordance with ACI 318, latest edition. Mixing and placing of all concrete to be in accordance with SIP: Slmcturel In 1 t P I SK: Sketch 5° a etl one below or in the Structural Callouts. IBC and ACI 304, latest edition. soG: slab on Grade Trimmers, aka Jack Studs. Use size or tar er er Structural Callouts. Concealed Flan a han er of similar bearin ten th ( 9 ) P 9 9 9 9 Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and / or waterproofing may be SPF: Spruce Pine Fir ss: sanitary sewer and capacity may be substituted for trimmer. used provided the strength and durability of the concrete is not adversely affected. sTAo: Shear T2narerAmuna opening SP: SlPs shear wall Kin Studs. Unless otherwise shown on Plans use the followin These must be full -her ht, bottom late to to late, IE 9 9• 9 P P P ° Air Entrainment. Provide 5 /p air entraining in all concrete exposed to the earth or weather. TVP: Tygnl diaphragm to diaphragm. Hi h uali fl ash or other natural ozzolan ma be used in accordance with ASTM C618 with a corres ondin j=Jy Ash_ 9 q IY Y P Y P 9 UNO: Unless Otherwise spetlfied elsewhere V or v. Shear (Ibs) or unit shear (plF) respectively • *Opening less than 6' wide -use min., one king stud each end of header. reduction in cement content. Any such concrete shall obtain at least the strength and durability characteristics as Standard w: wall, full length • `Opening 6.1' wide to 9' wide -use min., two king studs each end of header. Concrete listed above. wwF: weiaea wire Fanrie • "Opening 9.1' wide to 16' wide, use min., three king studs each end of header. CONCRETE REINFORCING: Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the end of the S r ngth Standard Footings. Stem v:alls, Slabs on Grade. Reinforcing bars (rebar) for standard footings, stem walls, and header shall be connected to the remaining top plate beyond with a horizontal CS18 strap with minimum 12" length on the slabs on grade shall be grade 40 (Fy = 40 ksi) or better, unless otherwise specified in the Plans. LIMITED SCOPE OF CONSULTANT'S WORK: header and 12" length on the top plate beyond. Strap may be on top, inside, or outside of wall. Anchor Bolts. St� rength: Retaining Nralls and other Stmctural Elements. Reinforcing bars (rebar) for retaining walls retaining more than Consultant. The consultant in responsible charge of the work indicated Shear wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the spacing shown in the Plans 4-feet of soil and their footings, and for structural beams, structural columns and the like shall be grade 60 (Fy = 60 ksi) unless otherwise specified in the Plans. herein is Tim K. Garrison, P.E., doing business as Construc[ionCalc, Inc., but never realer than 60" OC and within 12" of ends and corners, with 3" x 3" x .229" steel washers, wrench ti ht. Wet 9 9 c �nlicing Bending. All reinforcing shall be spliced, detailed, bent, and supported in accordance with the most recentACl hereafter indicated as "CCI." set anchor bolts shall have a hook or head on the embedded end. Rotohammered anchor bolts at the same spacing may code adopted by the jurisdiction. crnn of .onsultanfc Work The sco a of work of CCI is limited to P be used in lieu of wet set -see specifications in previous section. An alternate to wet -set anchor bolts and washers may be Welded Wire Fabric. Unless otherwise specified, welded wire fabric (WWF) shall be W2.9, 6"x6" (6 Ga.), ASTM A-185. structural analysis of a new single-family residence +two small Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. Splice by lapping one mesh +2" all sides. outbuildings. CCI takes responsibility only for items specifically addressed Non -shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and comers and shall Cover. Provide the following minimum cover: in our drawings and calculations. Constructed items not specifically be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" min embedment wet -set, or 1/2" Titen HD with 4" min Footings and other unformed surfaces, distance from the bar to earth face...3" addressed herein shall be built er minimum code. P embedment. Formed surtaces in direct contact with earth ......2" LOADS Non -shear wall anchors may be 0.145" diameter powder -actuated pins with 1-1/2" min concrete embedment, at 16" OC, Surfaces exposed to weather ........................1-1/2'• Following are the loads used for the subject design /analysis: unless otherwise shown . 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 directly exposed BOLTS AND DOWELS IN CURED CONCRETE: o Roor live: zo par. to weather. Pressure treating chemicals shall be inert, or otherwise non -reactive with metal connectors (including nails, General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques. Minimum o Rgor+ceiling tleatl 15 psf o Roof snow 25 psf bolts, framing connectors, etc.) or structural steel members. concrete embedment = 4-inches unless otherwise s ecified. Minimum distance to an ed a or end of concrete = 3" from P Y g ° Fbor live: ao par o Elonr aeatl: ,s var In certain cases non -pressure treated lumber may butt against concrete. In these cases use a layer of heavy, as haltic- P hole centerline unless otherwise specified. o Stairs and exits, residential, live: 40 psf treated construction paper between wood and concrete. xic[i g Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of o Exterior wall aeaB 10 psf Blorkin / Bridaina. Provide continuous blockin at all bearin locations. Provide full de th brid m or blockin at 8' OC g 9 9 P 9 9 9 existing reinforcing bars may be by non-destructive methods (pachometer, radar, or similar). o Interior wall aeatl: ]psf o Seismic Factors'Ss=1.069, St=0.42 max. in joist or rafters without continuous plywood diaphragm connection on the top . Washers. Use 3"x3"x.229" washers on all wood mud sill anchor bolts. Such washers ma be slotted, with late washer y P o Seismic Des Category:'D' Framed floors which su ort osts shall be solid) blocked within the floor sour to ositivel transfer ost, column, or PP P Y tY P Y P under the nut as allowed by the IBC. At non -mud sill locations, smaller washers may be used. Use a steel plate or o Wina Exposure'C'. &sec gust: 110 mph. other concentrated loads through the Floor to the supports beneath. malleable iron washer under nuts and the heads of all bolts that connect wood. °Assumed allowable soil bearing pressure: 2,0g0 psf. to a ve sou wrench ti h ndition use Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts ry g g t co Non- � y Systems. Use Simpson Titen HD where shown in the Plans. These anchors may be used to resist tension standard A307 bolts; for bolts in wood, drill the same diameter hole as the bolt; for bolts in steel drill holes 1/16" larger than loads and shear loads. Install per manufacturer's recommendations. the bolt diameter. Provide the following minimum edge distances between centerline of bolt and all edges of bolted wood, oxy Sy, terns. For bolts, use Simpson epoxy -tie bolt system with ET -HP or SET high strength epoxy, with zinc plated, and between centerline of multiple bolts: A307 'all -thread' bolts as shown in the sketches. For dowels, use ET -HP or SET high strength epoxy and rebar as SINGLE PROJECT: 5/8 inch diameter bolts ................... 3inches specified on the Plans and Callouts. Drilling of holes and installation shall be in strict accordance with epoxy 3/4 inch diameter bolts ................... 3.75 inches manufacturer's recommendation. The calculations, drawings, notes, specifications, and / or tables prepared Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, webs, etc.) shall be one by CCI are valid only for the project indicated herein. These documents inch, are not valid, are not applicable to, and shall not be used for any other Engineer shall specifically approve any bolted connection using less edge distance than shown above. project at any other location. Lag BoIYs. All lag bolts greater in diameter than 1/4" shall have pilot holes pre -drilled. Size of pilot hole in threaded portion COMPETENT CONSTRUCTION PERSONNEL/ SAFETY: shall be 70°/p of the unthreaded shank diameter (or alternatively, 90% of the root diameter of the threaded portion). Pilot Only competent personnel familiar with construction and safety practices hole diameter of unthreaded portion shall be the same diameter as the unthreaded shank. germane to the project shown herein should be employed to assemble and construct the work. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as -built condition of the structure and related systems. MATERIALS AND METHODS: Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is the contractor's responsibility to ensure all field personnel understand and adhere to this. TEMPORARY SUPPORT AND BRACING: General. Provide adequate temporary support to all walls, roofs, beams, columns, and Floors during construction. Design of same is not included herein. Contractor or owner should check all temporary -supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. �. GAR1p WAS � z /A /na � V�ZL �,L� uyEER'S 5E�4ti IS �odt. �Jt'Q.t.l.L't tt. 7,T£M.T 8N LY . J. STERLING N O flR.^.rTTr1 RV N J. STERLING E m z T 1/4" = 1' U.N.O. m 0 w If-LI-2020 Of Q. Z s C7 W e O N s Q e E ii LL E O U C c T _U N J 00 rn c Q o U O ° L� rn to c Z tj� z, W O0 _ m m m� N P Z 3 m 11 Q M 3 Q o C� Y N LL Z LLJ � rn _WVa Wmzw� W o cn Uz��� U Q � V O w W pU �Q U) 0) Q (y) ' ^ Zo VJ " w wIUU sd< $moo rceof as O ZWUUW 3,ag= -awo Z Na=w Z���' n SANy J i rcoi; y= _ iosr� 23uii zegaoc azwQZ io°O= o a wi3'ma wozyp o3aao ��oa? U w aoi» -aG o°oouu nFzz 'Z) g� No L.� z'ZFo 0C x w �i1 3a�rc OWNER APPROVAL INITIAL: 73 PAGE #: SO PAGE: J. STERLING 11M 1 :4 V I I I! IL9 PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ.FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. HDU2 HOLD DOWN Model: 1­101.12-SDS2.5 Mo"r: Anchor Diam•k Maximum Allowable Tension (Ills.) a o DFW 1mm 30-5 5 NBUB Ia1Wld� Q 111092 $10111m) ,: 6 - ua. rllananzala IITr DFWSWW S•FAMywW �" Mww C lAw at/w �• w1.xF,cRexF� wMr1w .. AEIR4ve sEr 9% 1 12 10 s s s 9% 1 12 10 Mr[ewkl W.IT w w 10 10 l0 w AmAv rFn E•IIYIA w 18 1B IB IS w uN rRwo AID SSMI6 aM ITI 12% 12M 12N 12a 1 8wrlrar rrrrrlr rrwmllw ansraawaon�Maean�llwu r�wu�rrrrrnrrrsrrrF r r Irr F NLf1YAwr" r r 1pem-1w T_ w ` r IwaaN•-IwrraFave rrarrawa.a. r a"r1a/I Far"Ilw F"Ilr egwo rN._anr ltlM wIr.11 AFRkrM FalaFWru AMlkwM STHD HOLD DOWN I MSTC STRAP 0 o E eeo J � 8 o e 0 MSTC was. am"ime IFawnv YNa IA D1 TYR SHEAR WALL TOP CONNECTION FRAMING - MING PARALLEL, RIM OR CONT BLOCKING NO SHEATHING SPLICE SHEATHING SPLICE rRuss, muss. RAFTFA, .lasr. G .glSr OR LbN'i Bll(G ALT. SHEARWALL TOP CONNECTIONS STRONG WALL SB ON UPPER LEVEL FRAMED FLOOR D3 TY SHEARWALL BOTTOM CONNECTION ON FRAMED FLOOR JOIST JOIST W/ SHEATHING W/ SHEATHING SPLICE OVER RIM JOIST eortoLl GP SNEAK wAu eorroM OP. PER PLAN PER 0.AN r. WA MEA DING OR SOS PER TABLE �T NO SHEATHING MIw N SFYICED HERE SPLILEO HERE TYP. SHEARWALL TOP CONNECTION - FRAMING PERPENDICULAR TRUSS OR RAFTER TOP OF SHEAR WALL @ D2 RAFTER OR JOIST NO SHEATHING SPLICE TRUSS GRG-.\�GI /� j CONT a1w Twalswa.�lr.r Ieb1Yr Ds YrYM TRUSS HEEL 9 NO SHEATHINGSPLICE TRUSS HEEL Sw1PSON SrRONGWA SB PHi CN10Ur 2xSwAu IZ SHEE7ROCK 1117GVPOREFEFOR A W'OSBSUB Tz FLOOR RFATNG HGA10 7WBCIFLOORJ MAIERIAI BOLT I IX m 2PW �W ❑ ❑ �J 0 17HD 2 A7 WALLS -ALL EXTERIOR WALLS ARE 1 PW EXCEPT AS NOTED -NO INTERIOR SHEAR WALLS REQUIRED IWI I 1 PW SHEAR WALL TYPE AS W MINIMUM LENGTH OF SHEAR PANEL. IF " W" , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. IF "NS" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM STUD MATERIAL NAIL EDGE / FIELD TOP PLATE SILL PLATE & BLOCKING AT TOP OF WALL TOP OF WALL BOTTOM PLATE CALLOUT CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE CONNECTION AT CONNECTION AT TO FRAMING MAX MUDSILLANCHOR SILLANCHOR SCREW SIZE MAX. FT MAX. INCHES MINIMUM MINIMUM PARALLEL PERPENDICULAR SPACING IN WIND / SEISMIC MINIMUM SIDES OF WALL (SEE STD STRUC. SPACING STUD SPLICE STUDS WI EDGE UNSUPPORTED TO CONCRETE MAX SPACING SPECS.) SPACING IN INCH MINIMUM NAILING EDGES MIN. EMBED FRAMING FRAMING INCHES 10, 24" 2 X 4 SAWN 6616 @112 @246 CONT SHEATING CONT SHEATHING W/ BLOCKING OR OR A34 OR LTP4 5/8' J-BOLT OR 7/16" OSI3 APPLY SIDE. ER 12' 16" 2 X 6 SAWN 612 @ 16" H2.5 OR SDWC AT 36' MAX SEE 5/8' TITEN HD 1 PW OR 7/16 48" LAP W/ DETAIL SEE E 2IL MAX 11 W/ 3' WASHER n " W 168 / 120 SIDE DIRECTLY 8d (2) 2X 4 (8) 16d NAILS zx NA SEE DETAIL 16d @ 6 OR MASA OR 72 / 4 PLYWOOD TO STUDS 16' 12" 2 X 6 SAWN 6112 @ 12• MASAP 22' 12" 1.75 X 5.5 LVL 6112 @ 12" D1 D2 D3 RM OR CON'I &J(G �, qi AKl6. 1 11 10 16 2 X 4 SAWN CONT. SHEATING CONT SHEATING W/ BLOCKING OR ALr., No sNEATHa1G 7/16" OSB ONE SIDE. , „ OR A340R LTP4 H2.5 OR SDWC 5/8"J-BOLT OR r=1 Ir APPLY ERHER 12 16 2X6 SAWN AT 36'MAX SEE 5/8"TITEN HD 48" LAP W/ 15600 @ 24" MAxu" 2PW 490 / 350 OR 7/16 SIDE DIRECTLY 8d 4/12 @ 16" (2) 2X 4 2X 2X DETAIL SEE DETAIL 16d 4" pR MASH ORR 36" / 4" (8) 16d NAILS @ MASAP W PLYWOOD TO STUDS 16' 12" 2 X 6 SAWN TOP F SHEARWALL@ D1 D2 D3 RAFTER OR JOIST 22' 12" 1.75 X 5.5 LVL SPLICED OR STOPS 10, 24" 2 X 4 SAWN CONT SHEATING CONT BLOCK BLOCKING OR N OR A34 OR LTP4 518" J-BOLT OR 1 /2 OR AT 36" MAX SEE H2.5 OR SDWC 5/8' TITEN HD BOTH Sd FOR 1/2" " 4/4 @ 24' 48" LAP W/ DETAIL 15600 @ 24' MAX rr W/ 3" WASHER " n Raw Q9Qmtl 5w 220 / 220 OR 5/8" SIDES 6d FOR 5/8" 14 16 2 X 4 SAWN 4/4 @ 16" (2) 2X 4 (8) 16d NAILS 2X NA SEE DETAIL 16d @ 6 OR MASAOR 72 / 4 " °^ DRYWALL „r�,�, MASAP 16' 16" 2 X 6 SAWN D1 D2 D3 E44 t 4EER's sEAt- IS FOOL �Pa.Uti'T'L. ZTs^A.s 0,,414. 1/4" = 1' U.N.O. rr-i f-2020 N U C` N co C >Q O O > 2) LL. CO N ZLu f— C Lu M � COO N � m �<Ic) LL >Q _ N Z 1- w r,ONO v a Q wmzW�: 0 W0 U Z H W QN 0. U) ww Y� u o L.L of Q ace) '�'^^ J Q CF) M z> inn 000 220u O z6n! ugi0 LL a6U Z �2°�=w 3�ag �o awo Z g3Uw fW� g21 .212 zOX N z %Otis w�' z w34 N LL �g uo L w 7 w�0 zos So w moil'. QG W_2NI 00 Z H Z C z w�<'< o�200 c 2wa NOOUV 5 p-�UU Z m He oi0 i °M2 W o.e �6a=.KK^ INITIAL: PAGE: Stl