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Home My WebLink AboutPermit File bld-2020-0171 3921 Rock Ridge Parkway (3)PROJECT DESCRIPTION I I PROJECT INFORMATION M.TRAFTON NEW SINGLE FAMILY RESIDENCE ZONING TYPE: R-2 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.COM PG# TITLE COVER SHEET Cl SITE & LANDSCAPE PLAN C2 STORMWATER BMP'S C3 CURB, SIDEWALK, AND DRIVEWAY AO ARCHITECTURAL NOTES Al FOUNDATION PLAN A2 FOUNDATION DETAILS A3 BASEMENT FLOOR PLAN A4 FLOOR FRAMING PLAN A5 MAIN FLOOR PLAN A6 ROOF FRAMING PLAN A7 BUILDING SECTIONS A8 BUILDING SECTIONS A9 EXTERIOR ELEVATIONS A10 EXTERIOR ELEVATIONS SO STRUCTURAL NOTES S1 ENGINEERING INFO BASEMENT PLAN S2 ENGINEERING INFO MAIN PLAN FIHIIE Ikoc]L<,- Ikud 3921 ROCK RIDG LAYOUT PAGE TABLE COMMENTS � <<��e � ]Lot�� IKIEbSI1IDIEl.N\,.,.�C]E PARKWAY, ANACORTES, WA 98221 CONTRACT DATE PROJECT ADDRESS: J. STERLING 3921 ROCK RIDGE PARKWAY,CITY OF An!^. 1/4"=1 ANACORTES, WA 98221 PLANT" 6- ..') - -Zo2o PARCEL# P127677 PERMIT X TO FIEI P Pq PeyPlO"I. A NOT BE AL I L..,U v, i i; wU I PLAN AREAS MAIN FLOOR 1,899 SQ.FT. BASEMENT 994 SQ.FT. TOTAL LIVING AREA: 2,893 SQ.Fl GARAGE 519+293=812 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 112 SQ.FT. OPEN DECK 49 SQ.FT. PATIO 161 SQ.FT. oti�D a ilia Ai;•_.J. L!� 0 Lmz O U) w 0 L �, y� of ►6 P Y PLANNING & I PuL , APPi Ic '_° ANS FIRE AR EA.4,051 PERMIT : YjLD-ZLi ^,_'I ADDRESS: 3 2-- FIRE FLOW REQ. = 1,750 GRMED eY: y 2r� SUBJECT TO FIELD INSPECT! SHALL NOT BE ALTERED WI COMBINED HYDRANT FLOW = 2066.4 GPM HYDRANT: #920 DISTANCE = 118-10' HYDRANT: #921 DISTANCE = 394'-7" PROJECT TO HAVE FIRE SUPPRESSION SYSTEM OR HAVE HYDRANT ACCESS TO MEET CODE REVISION TABLE PG# DATE 1 DESCRIPTION Fq ^ITY OF ANACORTEG i EPTILLI, E 0 U A. :PPRO%!D PLANS `p O"L T' UTF�PRIZATION. LL Z I) c -6 M m W O� M O c0 O N Q 0 0 z m a-Q ~ Q� o ♦' Y cV Z < 0') � aQ W Lu �W ouj u LLJ v ��v0 o v�°Q O NQ rn a� woos HN op U s KKO� 3Ka �rcam� Lu �3u maso a=wa Lu U) <�uo w/ �aiwoa IL1` 0 DO GO LIJ 00�_ 311 eo�a- O�_» as U nppVU W Nu 0Nf0 &°ao o�ma 0 I OWNER APPROVAL I INITIAL: I PAGE #: ED BY M.TRAFTON DRAFTED BY R O N J. STERLING r U P� / I 0 = MAX 2� w Ip i H Diz�ve�-,+oi IZIJ NHS A-T snze- r C ►amc_ 14.5 3.030�) 1=V,�m DZNe }J -T &ta.e Ia) -TLC 5 FIO,—_- L cw �i•� �'C CAMG I°t•1(..0'l0 - LoNV�yw-�E � l>.�ri�L.t.. ��P Gee-w1N . 00, 2a �_ ELV. \ 441.5' 00. 439.5' ELEV. @ - � N MID POINT OF LOT4. -� �A\ 1,,C2i ,/ C2 v. v 44of SOIL STOIC ILE ; -- CB INSERTS 2,982.49 SO. FT OF ROOF WILL TIE \� D © < INTO THE STORM WATER TIGHTLINE. C2 ^.; WATEI ONNECTION \ ,� ELV. 446.75 CD 2 � IS �-�• OiI,S; g1 6 31a /; as , \\ •. P SS CONNECTION (VERIFY EXACT LOCATION) r'oti 2 CAR S F R c`e - 5'-55/8^ - GARAGE ' ELV.445' BELOW FF 452.5 - FF = 442.6' 1 CAR ELV. 454.25' . sosTUB - GARAGE' B FF = 452.5' ; )445c2 / �\ \ ��\ \ -�� \\ O - ENTRT SLAB /' `\ / A \ �. 743UF, , C2 DRIVEWAY PAD b LOT 7 2,024 SQ. FT. \ \\ (1,933.91MPERVIOUS ' / \ ` NOT COVERED BY ROOF) • �9 A oe� ��,452.5711532- S F - 5 y' N� ELV. ELV.449.5' ePo�y 450' vems ��F vvvv F�� Hw 1VILZRINGSTR2STANDARD \ TO BE INSTALLED WHERE HIGH VIZ. _ ` SILT FENCE N/A.� NOTE: - CLEARING LIMIT TO BE ENTIRE LOT -STANDARD HIGH VIZ. CONSTRUCTION 455 FENCE TO BE INSTALLED WHERE HIGH VIZ. �o SILT FENCE N/A. �,' *O / �\ \\ � lUq - CUT AND FILL AREAS TO BE ANYWHERE HOUSE, DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL APPROXMATE, DEPENDENT ON FINAL GRADING. - CONCRETE WASHOUT AREA LOCATED ON SITE OR 460' AT ROCK RIDGE PH5 DEVELOPMENT WASHOUT LOCATION. , \� B / - VERIFY UTILITIES EXACT STUB AND HOOKUP LOCATION 02 WITH SUPERVISOR. 465' a 1/8" = 1'U.N.O. o w r 03-21-2020 la LANDSCAPE LEGEND 0) LAWN AREA OR L 0 EXISTING VEGETATION ^, U) 0 CONCRETE DRIVE MULCH - PLANTING BED EXISTING BEDROCK/ VEGETATION J DECIDUOUS TREE E U C O CN CN U CONIFER TREE DO Q o > U / O i LL (7) (n � N Z HNT x of SHRUBS / PLANTINGS o ° ° CO Q Q CC a- Q Mo MINIMUM TREE DENSITY ANIG°NrES WINI 185 070 Calculation of the Total Tree Units Required. The total number of tree units required to be provided by a regulated project or tree conservation permit approval listed in Section 16.60.100 shall be calculated by dividing gross site area, minus any public or private street rightsof-way, by one thousand Table 16.50.120(D). The result of the } calculation Will be the total number of tree units required for the project approval �f Within the building site. LOT SIZE: [7,534 SQ.FT. TREES REQUIRED: 8 O 4_0 O N MINIMUM REQUIREMENT #2 BMP'S ? J (JQ rn I— I ILQ A BMP T5.13: POST -CONSTRUCTION z 7 Z LLI C2 SOIL QUALITY AND DEPTH W (1) _J U w p Cn C2 BMP C233: SILT FENCE U � U Y0� C BMP C105: STABILIZED CONSTRUCTION (_J 0 C2 ENTRANCE / EXIT O U Q. w Q _ Z STORM DRAIN INLET PROTECTION ��0// N Q C2 1-40.20-00 G BMP C154: CONCRETE WASHOUT AREA C2 LOT INFORMATION LOT SIZE: [7,532] SQ.FT CLERILI ANG MIT AREA: [7, 532]ACRES W 46< �mgg - MAX BUILDING COVERAGE (35%): 2,636.2 SQ.FT. < `Igo39 a a!:= ACTUAL BUILDING COVERAGE (33.73%) = 2,540.6 SQ.FT. ° IMPERVIOUS ROOF AREA W/OVERHANGS: 2,982.49 SQ.FT EN � \ IMPERVIOUS DRIVEWAY& SIDEWALK AREAS: 1,933.9 SQ.FT. Z nun Z Q a3o= TOTAL IMPERVIOUS AREA: 4,916.39 SQ.FT.J =g�.a as°= PARCEL# P127677 J ADDRESS:392IROCK RIDGE PARKWAY, ANACORTES,WA96221 06 oKi» W'a-k OWNER: Rock Ridge - Lot 7 w g.bse PLAN AREAS — H2. (n 0�o o MAIN FLOOR 1,899 SQ.FT. ' m= BASEMENT 994 SQ.FT. OWNERAPPROVAL TOTAL LIVING AREA: 21893 SQ.FT. INITIAL: #: GARAGE 519+293=812 SQ.FT. PAGE ENTRY 73 SQ.FT. C 1 COVERED DECK 112 SQ.FT. PAGE: OPEN DECK 49 SQ.FT. PATIO 161 SQ.FT. Of 18 © BMP C154: CONCRETE WASHOUT AREA 0 BMP C235: WATTLES © BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT 0 BMP T5.13: POST -CONSTRUCTION SOIL QUALITY AND PURPOSE PURPOSE PURPOSE DEPTH M. TRAFTON 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 PI IRPOSF AND DFFINITIQN WASHOUT OFF -SITE, 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 NATURALLY OCCURRING (UNDISTURBED) SOILAND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF, AND CAN CAPTURE AND RETAIN SEDIMENT. WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. CONDITIONS OF USE INCLUDING: WATER INFILTRATION; NUTRIENT, SEDIMENT, AND POLLUTANT ADSORPTION; SEDIMENTAND POLLUTANT 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 IIA.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 SOILAND VEGETATION AND REPLACES IT WITH MINIMAL J. STERLING s 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 I-30.30-00 ALSO PROVIDES INFORMATION ON WATTLES (HTTP:IIWWW.WSDOT.WA.GOVIDESIGN/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 THEME L SOD. NOT OLLUTIO THESE IMPORTANT FUNCTIONS LOST, SUCH LANDSCAPES 2 m � - IT IS NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF -SITE (READY MIX PLANT, ETC.). ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHIWIDTH TO PROVIDE VEHICLE ACCESS/PARKING, VES PERVIOUS THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, SURFACES ED FERTILIZERSAND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS, THE CONCENTRATION OF PET WASTES, - CONCRETE TRUCKS, PUMPERS, OR OTHER CONCRETE COATED EQUIPMENTARE 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 THAT ACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITY AND DEPTH REGAINS GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF POLLUTANTS r /4' _ 1' U.N.O. c FORMED AREAAWAITING 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 AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION, AND MINIMIZES THE NEED FOR SOME LANDSCAPING DATE 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. W 03-21-2020 DRAINS, OPEN DITCHES, OR WATER BODIES, INCLUDING WETLANDS. - ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE. GENERALLY, WATTLES ARE TYPICALLY APPLICATIONS AND LIMITATIONS ~ - ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL W EFFECTIVE FOR ONE TO TWO SEASONS. AND VEGETATION. HOWEVER, ESTABLISHING MINIMUM SOIL QUALITY AND DEPTH WILL PROVIDE IMPROVED ON -SITE a - PREVENT BILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY. SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH WATER FROM 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 NOT TO SCALE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS - INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES. THIS BMP CAN BE CONSIDERED 3m Mirimurn - 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. DFSIr:N r:ttlDFt INFO SHOULD BE DUG TO A DEPTH OF 5- TO 7- INCHES, OR 1/2 TO 213 OF THE THICKNESS OF THE WATTLE. - SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT Lath and flagging - START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP. SPREAD PRACTICABLE. IN ANYAREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A. O Q O on 3 sides EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. - CONSTRUCT TRENCHES AT INTERVALS OF 10- TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND - DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO Sandbag OTHER PORTIONS OF THE SITE WHERE FEASIBLE. • RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. - SOIL QUALITY ALLAREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS 00 Berm Sandbag STA- INLL 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: e 10 my plastic limy - IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE INTO THE SOIL. Oad R tn9 �� 1. ATOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS, AND 5% Z 6 4111"AND tG1S1 ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. ('} Varies 0 A 0 A - WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 314 X 24 INCHES MIN. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF W INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE _}_ - 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 MATERIALTO AVOID STRATIFIED LAYERS, tin O ABOVE THE WATTLE. WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. 6 e - Berm MAINTENANCE STANDARDS 3. USE COMPOSTAND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS - WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEYARE IN CONTACT WITH SOILAND THOROUGHLY ENTRENCHED, A. THE ORGANIC CONTENT FOR'PRE-APPROVED' AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE 5 O O ESPECIALLYAFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. I W min. COMPOST SPECIFICATION FOR BMP T7.30: BIORETENTION CELLS, SWALES, AND PLANTER BOXES (P.959), WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST a O Section A -A MUST ALSO HAVE AN 8 10 mi plan lining �/ ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN Plan Notes / RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND I. Actual Iavout LOWLANDS REGION. determined in the field. B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (A) ABOVE; OR Type " �7iaex' 2 A canacte washout sign shall be installed Instal! dnve.•ray - culvert if there is a - OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-8, TESTING PARAMETERS, IN WAC 173-350-220. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION o annm ! o m of the roadside ditch present ,�� J _._ 4" - 8 Quarry -"1'R TO BE ESTABLISHED. 3m hliMmcimi lempc+ary wnuele spoils '=A , i=,•.: -�„ L IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: wastiout facility. '.7 r' 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. r. 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT'PRE-APPROVED" RATES, OR AT CUSTOM CALCULATED :."dod ftatna Bf B Vicinity fastened ,,� Geotex:Je RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST E 5 ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE- b 3. _ 4• r1 around entne ;' Perir-.etef with rw L' " APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. w slaRes ':one=; 10 mil plastic hninl; (1.2n) _/ -' _� .� MORE THAN ONE METHOD MAYBE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. E Slate (typ.) `', --. -`� , Notes 15 rtan' 1. Dnveway shall meet 12' thickness � MAINTENANCE -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. O C O B$ S:rav runs muse be +!% mfndmum the requirements of tt>e -PLANT VEGETATION AND MULCH THE AMENDED SOIL AREA AFTER INSTALLATION. .sCt7}On plaaced along slope �,• Ptrfacent rolls -� 1, permitting agency. - LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. U 10 me ileasift �� contours_ ./ Vial tightly stul -REDUCE AND ADJUST, WHERE POSSIBLE, THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER N D.vo-stackcu - 2xl2 rough Plan '�! (J! 4, �i �, \ 2. It Is recommended that Provide fun width the entrance be of ingresstegress THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. 00 N C wood +name - - - - [/ ` �` r�/ I crowned so that runoff area Q _ _ 0 Type "Above Grade" with Wood Planks NOT ro�uE / / drains off the pad. 0 Z LU -0 1Q-2s(3-an) M/ w O O im Figure II-4.1.7a T Figure II-4.1.1 �_ 0)n n N . 4 z 2sZ Concrete Washout Area Stabilized Construction Entrance Q m d M� 5 DEPARTMENT OF Revised Jere 2015 Spacing depends on soil type and i Revised June 2015 DEPARTMENT Or ECOLOGY store steepness Sediment. organic matter. i 9 Pease sea MpJM,Inn-scy.waypylxpyrtjJp-htrtyfor copyright nr>ice ndr&g pertnkaiotK, ECOLOGY r Please see ht�lAe7rrv.ecy'.:ra.govhapyrgntn.mr for copyright nonce including oemussiorls. State of Washingtonj limitation or liability. and disclaimer. and native seeds are captured behind the rolls. State of washmgton imitation of liability and disclatmer. 0 BMP C1230: SURFACE ROUGHENING STORM DRAIN INLET PROTECTION 1-40.20-00 Iti Q Purpose: SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE BMP C233: SILT FENCE O r 4_j N Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity, increases infiltration, and provides for sediment THE BIGD SHALL HAVE A BUILT IN HIGH -FLOW RELIEF SYSTEM OVERFLOW BYPASS)- ( ) o 1 (V 1 � trappingthrough the provision of a raw h soil surface. Horizontal depressions are created b ratio a tiller or other suitable equipment 9 p 9 p y 9 p PURPOSE � 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 as seeding, mulching, or sodding. 3' - 5' (75-125rrtm) 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW. SEE FIGURE II-0.2.12 SILT FENCE FOR DETAILS ON SILT FENCE CONSTRUCTION. Z n3/- LL 0o _J U Q 0) CONDITIONS OF USE: All steeper than 3H:1 V and than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. �� a" - 10" Dial. •� (200-250rnm) 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). (P.369) CONDITIONS OF USE z - slopes greater takes �� Z ^' LU - Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding place. Slopes face not require roughening. *Stake SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH, THROUGH, OR I.IJ W W - with a stable rock Slopes is be Liv OVER THE TOP OF THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. V - where mowing planned should not excessively roughened. ed SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS CONVEY ANY CONCENTRATED fj Q Qw V 1" Slake irrax OF OVERLAND FLOW. FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. x l/ DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN VSHAPED DITCHES. SILT FENCES DO NOT PROVIDE AN (25 x 25mm) artwrEawve vier ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. Y 0 ( , ` NOTE: 1. Straw installation requiees Ore U w �W rill placYrnent and secure staking of the rot in a hen. 3" - 5" f 75-125mm) deep. dug on contour. , - ,' a ° '�"`r x"DO®"`s � oQ U � •�• s-^��yy ca.—' � �, Runoff must not be anwieq to run under rn around roll. NOT TO SCALE a �F LL O Z r Figure II-4.2.14Jnts �� F �Gi3��3 ci V� •. D D in filler fabricat b bris. Q CIF)GRci Wattles wa.r aapostUse rings o equivalent to attach fabric to posts i Ian r=y rs� DEPARTMENT O F Revised Niwerriber 23- 2'xr by 14 Ga. woe or equivalent. if standard strength fabric usetl ECOLOGY Please see .hCpJAyww.ecy.•ra. gov/c0pyrighLAtmltar cdPYr9ti notice mduifmg permissior•s y�c �� a Stale of Was limitation of lotiiity, and disclaimer. e e s� �a � P• Tracktng with machinery up and down o, rs er• c •� aa-o •�� BMP C123: PLASTIC COVERING • D • D D" S d Vq�o the slope provides grooves trial Will .� ,� •3u c catch seed. raintadl. and reduce runoff. \a �� PURPOSE: PLASTIC COVERING PROVIDES IMMEDIATE, SHORT-TERM EROSIQN PROTECTION TO SLOPES AND DISTURBED AREAS. , ogpgy 2WOUW CONDITIONS OF USE: I / / / // L �•_`� ��=h5 Trackingrr----'- PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, - =�� 1 i.?: >, r _ _ _ _� _ m 3 a'" w�<=� EXCEPT AS STATED BELOW. I I ( I p W p w PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. NOTE: THE RELATIVELY RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES UNSUITABLE FOR LONG-TERM THAN SIX Mount, I 8' max I N o o IT (GREATER 4"x4- trench MONTHS) APPLICATIONS. RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT OF BE - DUE TO USE THIS METHOD UPSLOPE AREAS THAT MIGHT ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. IN INCREASED VOLUMES Post spaong may be etcreased to 8' d wee a used 2"x�' r'rom posts reel 3 s a - PLASTIC SHEETING MAY RESULT RUNOFF AND VELOCITIES, REQUIRING ADDITIONAL ON -SITE THE INCREASES. ATROUGH acre fence pasts or eocivalenl ° *= MEASURES TO COUNTERACT CREATING WITH WATTLES OR OTHER MATERIAL CAN CONVEY DR45P E - waiM01xµ ova •No* Q u ONO CLEAN WATER AWAY FROM THESE AREAS. rrtrnlEVK sysnai (tYD l `° °z G o - TO PREVENT UNDERCUTTING, TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. o w o - WHILE PLASTIC IS INEXPENSIVE TO PURCHASE, THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL, AND DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL., UP TO $1.50-2.00 PER SQUARE YARD. - WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. ® 2'k2" byr4 Ga »ve a cgtrvalent. ° f is THESE MEASURES INCLUDE PLASTIC -COVERED BERMS, CHANNELS, AND PIPES USED TO COVEY CLEAN RAINWATER AWAY EA d standard strength falx�c used o z» G 50- 6" min FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED SLOPE WITH DIRTY RUNOFF FROM A PROJECT. (15m) (150tnm) aw�88 Finer fabric O -y.i ° oio r min ° 3 °moo Q7 Contour Furrows eanw vaFrrvu,F osvi� - o.'enrinw arv,.ss trv►, Mylimum Barb trench vvMt nttive sd ar y.' - APPROVAL �x,E6 1.5'ya�gtay� 72 minOWNER Grooves vvill catch seed. fer. luer, l n 4 Minoan / mulch, rainfall, and decrease runoff. rx4'trench INITIAL: NOT TO SCALE MAR EtrI e-y 0, OMli Ia0EIa1C Wien aama+rwre w illvivw 2712' wood poses. awl PAGE #: .•�• —tee ��'��i�•• arire pasts, or agr�rr NOT TO SCALE Figure 11-4.1.5 N C 2 Surface Roughening by Tracking '"'Lr*1PLA1"ON Figure II-4.2.12 and Contour Furrows ��ll1 � Its Noao.00 9HWr11OFIBEEr Silt Fence PAGE: DEPARTMENT OF Revised June 2015 --- APPROVED noes non CKTION dI► r» DEPARTMENT OF Revised October 2014 ECOLOGY to "�""'�""""�a"""` i ECOLOGY ova. wrd ri M.Mmf for r M notice inGudiny ermissiona, p �Y- 90 �Y 9 doPY 9 p Please see lit. lily. oNcopyrigtlLnrmlfor htnoticeindudi r�Yrg �perrrtiurons PteaseseehtltjIwly State of Washington n. linitationolliabiiy. anddisdainer. and State of Washington nddisclai hnitatiixt of Nabilrry arid disclaimer. STANDARD PLAN F-10.12-03 - CONCRETE CURBS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE M.TRAFTON MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS o f RAFTFr) RY ----------------- VARIES (SEE CONTRACT) J. STERLING N FACE OF CURB VARIES 12" TO 24" FACE OF CURB FACE OF CURB FACE OF CURB r t" VARIES 10• TO 22" 1" 6 1/2" 1 6 12" VARIES FROM 6" (IN) TO 0' (IN) - BROOMED (SEE NOTE 1) FINISH (TYP.) VARIES (SEE CONTRACT) BROOMED -- P (IN) R. MATCH ROADWAY (SEE CONTRA 1' (IN) R. MATCH ROADWAY 5 12" 1" VARIES 1. 1 I (M R 12" (IN) R. /� 1' (IN) R MATCH ROADWAY I / MAINTAIN 1H : BV SLOPE ON SIDE OF CURB MATCH ROADWAY 3/8" (IN) EXPANSION JOINT (TYP.) - FINISH DRIVEWAY CEMENT CONC. PEDESTRIAN CURB (TYP.) (SEE NOTE 1) mP.) SEE STANDARD PLAN F-30.10 ENTRANCE (WHEN SPECIFIED IN CONTRACT) - SIDEWALK SEE STANDARD PLAN F•10.t2 (TYP_) „ o , 1 /4 1 U.N.O. a `o "-- _ -- 03-21-2020ROADWAY SLOPE SLOPE SLOPE I 12" (IN) R. _____ SLOPE 12' (IN) R. io ° 12• OM R 1 p 12" (IN) ROADWAY 12" (IN) ROADWAY 'f 3/8" (IN) EXPANSION JOINT TYP.) -SEE STANDARD - CEMENT CONC. SIDEWALK CEMENT CONCRETE 3" (IN) R. ( PLAN F-30.10SIDEWALK z ��II�io p - ROADWAY R. O - '2.0% Tli R'(TYP) MATCH SIDEWALK WIDTH (SEE CONTRACT) 41J2 FLUSH WfrH GUTTER PAN AT CURBRAMP ENTRANCE -12' (IN) VERTICAL I A(SEE CONTRACT) 17 12" 6" t 1• _ g• UP AT DRIVEWAY ENTRANCE 1 j I I DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER I I CEMENT CONCRETE DEPRESSED CURB SECTION TRAFFIC CURB AND GUTTER I 1 DRIVEWAY m AT CURB RAMPS AND DRIVEWAY ENTRANCES PLAN VIEW B CEMENT CONCRETE CEMENT CONCRETE CURB TAPER (TYP. 5' - 0" 2' - 6" ) AND GUTTER (SEE NOTE 3) C DRIVEWAY ENTRANCE o L - - - - - USE THIS DETAIL - - - - � TYPE 1 CURB AND GUTTER (SEE NOTE 3) NOTES (TYPJ (TYP, PLAN VIEW SIDE SLOPE (TYP.) Z L 0 3 1 TYPE 2 1. When the driveway width exceeds 15' (ft), construct a full depth (n & g^ 15' MAX. (SEE NOTE 6) VARIES 15, MAX. (SEE NOTE 6) (TYP.) (SEE CONTRACT) (TYP.) expansion joint with 3/8" (in) joint filler along the driveway centerline. 12^ (IN) LIP BETWEEN W a 12" (IN) R e. CEMENT CONCRETE NOTE CEMENT CONCRETE OR t2" (IN) R CURB RAMP, LANDING, GRADE BREAK GRADE GRADE BREAK e * * BREAK NOT STEEPER THAN v * See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER with the centerline as required at 15' (ft) maximum spacing when SEE CONTRACT) AND CURB,OR SEE ( (SEE CONTRACT) i CONTRACT PLANS driveway 30' � - • • ip .• p - - D ASPHALT CONCRETE p (IN) OR DRIVEWAY ENTRANCE SIDEWALK OR PATH (DIES FR R. 1Contraction g" I TO 0" I D - • - ° F-30.10 for Curb SB8 Expansion and Joint spacing spa �c �`^ additional requirements. �� ROAD GRADE * widths exceed (ft). s - '`- 2. See Standard Plan F-30.10 for sidewalk details. 12" (IN) R. (TYP.) i li 1• * _ DEPRESSED CURB AND I � G - 3. Curb and Gutter shown; see the Contract Plans for the------------------.._._._-.� _ UTTER (SEE NOTE 3) PEDESTRIAN RAMP a ` PEDESTRIAN RAMP MID p • D �. D m � j � curb design specified. See Standard Plan F-10.12 for � J• Curb Details. / • ' • '• - � 3W (IN) PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT 31W (IN) PREMOLDED CEMENT CONCRETE �, 3/8" (IN) EXPANSION JOINT (TYP.) - SIDEWALK (TYP.) `. SECTION O SEE STANDARD PLAN F-30.10 DRIVEWAY / J 1\ 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK \ R CONCRETE SIDEWALK) JOINT FILLER 12" (IN) UP BETWEEN or other obstructions in front of drivewa entrances. DRIVEWAY RAMP y 3/8•' (IN) EXPANSION JOINT (TYP) - _J 5- Where "GRADE BREAK" the length the SEE STANDARD PLAN F-30.10 SECTION OC o ROADWAY GUTTER Is Called out, entire of CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB (SEE corlrRACT) (SEE CONTRACT) AND CURB (OR SEE line between the two adjacent surface planes shall be flush. s A7 CURB RAMPS, LANDINGS, CONTRACT) i2" (w) R. 6. The Pedestrian Ramp length is not required to exceed15 feet LEGEND s AND DRIVEWAY ENTRANCES (TYP.) a DEPRESSED CURB (SEE CONTRACT) _ AND GUTTER (unless otherwise shown In the Contract Plans). When applying - SLOPE IN EITHER DIRECTION the 15-foot max- length measured from back of sidewalk the #P W S QATRIC - - (SEE NOTE 3) __. __ _ -• . - , . ° j\ run f t o 1.5% OR FLATTER RECOMMENDED FOR running slope o he pedestrian ram is allowed to exceed 8.3 h. * DESIGN/FORMWORK (2% MAX.) P Use a single constant slope from bottom of ramp to top of pTT 2 E DRIVEWAY RAMP ramp to match Into the Sidewalk Over a horizontal distance 7.5% OR FLATTER RECOMMENDED FOR CJC El iti Z �� WASy� \ 15 feet. * * DESIGN/FORMWORK (8.3% MAX.) OF WAN" �� 'PC a W FACE OF CURB a FACE OF CURB VARIES 12' TO 24" FACE OF CURB FACE OF CURB AlOF 4 . Q° A�' 9 ,� h 4i ,A DRIVEWAY -- 3l8" (IN) EXPANSION JOINT (TYP.) - w (SEE NOTE 7) SEE STANDARD PLAN F-30.10 of 4 (SEE NOTE 6) ,`P e% T •^�+ �-,%• y 7- Beyond limits shown. Pay item does not include driveway. M 1' VARIES 10" TO 22" 1° 7 1/4' 8 12" C w - o SECTION B See Contract Plans. "CEMENT CONCRETE DRIVEWAY - - Lo U a (SEE CONTRACT) 4' 5 1/2" 1' 1 12' (IN) R Z "CEMENT 1O CONTRACTION - ENTRANCE TYPE 2" PAY LIMITS JOINT (TYP.) - SEE STANDARD PLAN F-30.10 C C 0 1" (IN) R 1' (IN) R. 1" R // O� ,p 34363 �O �v E'CT SggA ♦� w CONCRETE DRIVEWAY O� q 2868o O F+ a ENTRANCE TYPE 1" PAY LIMITS: FOR RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE "•� F `DGl S TF•R$ 4', Q +� ffi' (IN) R (IN) 12' (IN) R �O SS�ZI \' CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. 9s� O ROADWAY ip ROADWAY ROADWAY ° `Q ro ROADWAY ONAL ECG Barry, Ed m \� DRIVEWAY ` i 0 �• 91 ��G i- / N ~ p •D • p � - / � May 6 2014 3:31 PM � o (SEE NOTE 7) ___ '- 1u11122U16t4:26 PM Q Q O U U (SEER OETEA7) - - -- CEMENT CONCRETE p m _° ' ', ° • ° CEMENT CONCRETE CURBS '� DRIVEWAY ENTRANCE LL rn aI p P ° p - STANDARD PLAN F-10.12-03 �� \ , CL 4000 CONCRETE i PER STANDARD SPEC.8.06.3 CL. 4000 CONCRETE l TYPES 1, 2, 3, & 4 PER STANDARD SPEC. 8-06.3 w f° F- c , O .� j //� STANDARD PLAN F-80.10-04 p m 1 3/4" 8 1/4' 6 1/4" SHEET 1 OF 1 SHEET / // SHEET 1 OF 2 SHEETS m Q N APPROVED FOR PUBLICATION' Bekdid4l'asco �� -- i,' �, / APPROVED FOR PUBLICATION tbP�Ic.IeR 0 Z O %� Jun 112UI4 115 PM L_yLT/_� //-_FN, I / (i""I•"'•"• 6 JulluI I5 Z01M1 23i PM !`D m Q DUAL -FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT A"'�� ®` �r'mht o.• sa. a.o,N..•�T ISOMETRIC VIEW \ / ISOMETRIC VIEW STATE DESIGN ENGINEER "Joshi glop st.l. D pO ITQ It .fr.nspo Mfion CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB '/ TYPE 1 - PAY LIMITS - , TYPE 2 -PAY LIMITS 7 STANDARD PLAN F-30.10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS o N J LU 0 1' - 0" 6" 1' - 0" 1' - 0" SIDEWALK (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK 611r SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) SEE © 8 12•' CONTRACTION FACE OF CURB JOINT 5 12• 1' Z VARIES Z t BROOMED - FINISH TYP.) (SEE CONTRACT PLANS) ( 3I8" (IN) EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Z Z ) Q M V ROUNDING 2' 1 12" ON) R. (TYP.) 12" ON) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - 1 2 0% 131 CEMENT �\ o CONCRETE - �� MATCH SIDEWALK WIDTH (SEE CONTRACT) \ w _ ` w W V -v 2 0% MAX SEE STANDARD PLAN F70.12 ... ..-• -. •.... ° - D p o ROADWAY • 1' (IM R. t.p SIDEWALK I * MATCH SIDEWALK WIDTH_ - -� \ _J L) Q v) ''44 Av S�"t�' 5 A •.-'. : .... 'p • p- o N (SEE CONTRACT) \ 6' _ 0• VARIES �6,_0„ (SEE CONTRACT) W I- '('1" SEE RAISED EDGE 3/8" (IN) PREMOLDED SEE CURB FACE DETAIL p VJl DETAIL - THIS SHEET JOINT FILLER .• p •• L U 3/8" (IN) EXPANSION JOINT (TYP.) - _ _ _ - •- SEE STANDARD PLAN F-30.t0` BROOMED t , U U O WITH RAISED EDGE FINISHED GRADE 1• (IN) BELOW MONOLITHIC CEMENT CONCRETE O TOP OF CONCRETE SURFACE CURB AND SIDEWALK I 8' 8 1? I 7 `�' L to z ,• FINISH (TYP.) LLI '� Q I� •,• I O I 0 2' - o SIDEWALK CONTRACT) NOTE ?o c°z "., '. ,.. '.. ,., \\ Z I MIN. 1' - 0' 1' _ o" (SEE 12' (IN) R. (TYP.) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible CURB FACE DETAIL w ,,. .,., `� UJ W ••• - ,,, _ _ 1,\U. d Q 'Ar' 0) ROUNDING CURB NOT INCLUDED IN BID ITEM - route free of Vertical and horizontal obstructions. Gratings, Access Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) � I li. (y) _2 0% 1 2 0% MAX SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and otter appurtenances within the _ sidewalk must have slip resistant surfaces, be flush with surface, and match `p J - grade of the sidewalk BUFFER STRIP (TYP.) i (SEE NOTE 1) E 2' - 6" 2' - 6" CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1) \ CEMENT CONCRETE \ CURB AND GUTTER 001 ', PREMOLDtiED L OR R� (TYPO (TYP) SIDE SLOPE (TYP.) F CURB AND GUTTER - (SEE NOTE 3) JOINT FILLER ' PLAN VIEW �t (SEE NOTE 3) PLAN VIEW ADJACENT TO CURB SIDEWALK w DRIVEWAY ENTRANCE t TYPE 3 SIDE SLOPE TYP.) * o ( TYPE 4 (STEEP FILL SLOPES) O. @ROOMED FINISH [TYP.) Z It i F SIDEWALK 4,. 12' (II.O R SMOOTH -TROWELED LL THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE vO ALL CUT MIN. SLOPES (SEE CONTRACT) 41 d PEtiRIMETER CEMENT CONCRETE CURB m °u i o 12" (IN) R (TYP.) 4„ G (CURB AND GUTTER SHOWN) < o f o U rn _ J _ 2'�0 1 a 2.0%MAX. CURB NOT INCLUDED IN BID ITEM - SEE STANDARD PLAN F-10A2 3W I PREMOLDED (M FILLER NOT INCLUDED IN BID ITEM SEE STANDARD PLAN F-10.12 MATCH SIDEWALK WIDTH (SEE CONTRACT) p 12"(IN)R. (TYP.) (SEE CONTRACT) (SEE CONTRACT) 3'"a�'" 3�yo �mg m AV OR AN. ,�P Fes' - : ..,.. . • •. •..: -- .' •.. • ... JOINT A'•� G � :. - /' DRIVEWAY - 12" (IN) LIP BETWEEN ROADWAY -� SEE NO '� 12° (IN) R. (TYR) Ia iol 1/2" (IN) LIP BETWEEN ROADWAY ( 7) $ m' GUTTER AND CURB (OR SEE I{' j � GUTTER AND CURB (OR SEE �uSuo`i 3l8" (IN) ! ��' ------- - _ \ CONTRACT) �: y\ JOINT FILLER ADJACENT TO WALL DETAIL E SIDEWALK7 �' % ,/ ------ - - ----------------- t �CONTRACT)( t..-__--- 2 _. Q 5 w F3a BRIDGE OR PEDESTRIAN RAILING ADJACENT TO CURB - i ' �� /' SIDEWALK DRIVEWAY DEPRESSED � DRIVEWAY T) (SEE NOTE 7) DRIVEWAY - o _- CONTRACTION JOINT 3t8'ON) EXPANSION JOINT (TYP.) - RAMP SEE STANDARD PLAN F-30.10 CURB AND GUTTER NOTE 3) DEPRESSED RAMP SECTION O L CURB AND GUTTER Q pa-,o NwyGO-°-° BARRIER -SEE CONTRACT PLANS r I t I FLUSH r i r SIDEWALK (SEE CONTRACT) 12"(IN)R(TYP.) - 'v 2.0 ��'� 6" '' irr i LEVEL - /'EXPANSION JOINT 'rb CURB AND SIDEWALK CURB NOT INCLUDED IN BID ITEM - SEE STANDARD PLAN F-10.12 f IN SIDEWALK ONLY IN BOTH ATR! Q C� a�' y!• '7� ! (SEE SECTION OE (SEE NOTE 3) {jTT 2 00 °-��" u� •. • .• • • ... . - • N w r , 000E • 1' (IN) R p D ISOMETRIC VIEW "CEMENT CONCRETE DRNEVMY" VERTICAL WALL - 3I8" (IN) PREMOLDED • JOINT AND FINISH •iJ Rt ENTRANCE TYPE 3° PAY L,IIT � "CEMENT CONCRETE DRIVEWAY a SEE DETAIL JOINT FILLER (TYP.) DETAIL O ,0 34363 O F+ ,O *GISTS � `°r sie DRIVEWAY "" ENTRANCE TYPE 4° PAY OMIT O� 28680 O w ScT ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL G% S�ONAL 8� (SEE NOTE 7) y i-' / F G S • S/ONAL @� EXTEND SIDEWALK TRANSVERSE IIaDy, I -A CL. 4000 CONCRETE PER STANDARD SPEC. 8-06.3 '- / DRIVEWAY _ - f. OWNER APPROVAL -- - 3'- 0" MIN. JOINTS TO INCLUDE RASED EDGE : Z FOR SIDE TREATMENT SIDEWALK BUFFER STRIP �� :' � May 6 2014 3:41 PM (SEE NOTE 7) - .ever, Scutt Jul IN 2016 7-07 AM YYY SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) SECTIONS yg• i 1/6° 7O 1/4" Ir-- �I CEMENT CONCRETE �' / CEMENT CONCRETE CL. 4000 CONCRETE - DRIVEWAY ENTRANCE INITIAL: PAGE #: 1 _ 'v 12' (IN) R 2.0%MAXti (TYP.) CURB NOT INCLUDED IN BID ITEM - SEE STANDARD PLAN F-10.12 ° D ' ' '. SIDEWALK STANDARD PER STANDARD SPEC. 8 .3 '� Y TYPES 1, 2, .3, $t 4 . o . • '� ro ' D.'?- ro ' PLAN F-30.10-OS STANDARD PLAN F-80.10-04 r FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION `/ - PAGE: PREMOLDED JOINT FILLER � "-IIbIII'25PM ISOMETRIC VIEW Jul9 01612 ISOMETRIC VIEW &• � mt lezolp lz zz PM ADJACENT TO BUFFER STRIP Ww � �� T OE EXPANSION JOINT ©CONTRACTION JOINT � �� '"'� TYPE 3 -PAY LIMITS TYPE 4 -PAY LIMITS _ STALE DESIGN ENGINEER woshington Stole D.yurtm.nt Trunsportation of 7 4 of 18 Structural CalloutsF - Copyright ConstructionCalc, Inc (CCI) 0 PA Per architect Structural Item: This item and related connectors shall be per architect / designer. 11 RD Roof Diaphragm * Shear Capacity: Good for Eh = 230 plf - seismic:. Eh = 322 plf - wind. Max aspect ratio = 3: 1. Framing: Trusses or rafters: 2x at 24" OC, max. X Framing Connection at Support: - Uliere connected to shear wall. connect per shear wall callout - top of wall. - Where trusses or rafters connect to beam, use H2.5. or A34 with screws, or similar, typ. - At ledger. connect per ledger callout. * Sheathing: 7/16" min.. OSB or CDX plywood. * Sheathing Layout: Case 1 per IBC 2306.2.(l) * Nailing: Use 8d at 6" edges. 12" field. * Blocking: Not required except at supports and at connections to shear walls below-. 12 FD Floor Diaphragm * Sheathing: With joists at 24" or 19.2" OC, use nun., 24 oc rated, APA Strd-I-Floor: either 3/4" species group 1, or 7/8" species group 4. Maybe OSB or plywood. Good for 130 psi, TL"L/360 defl. * Sheathing: R'ith joists at 16" OC, use min., 16 oc rated, APA Sturd-I-Floor, min., 19/32" thick. May be OSB or plywood. Good for 245 psf TL (a, L/360 defl. * Sheathing Layout: Case 1 per IBC 2306.2.1(1) - Orient sheets continuous over two or more spans, with the long dimension across supports. * Nailing: Glue, and connect with 8d ring shank nails or #9 screws, at 6" edges, 12" field. * Blocking: not required except at supports (beams) and connections to shear walls below. 13 DD Deck Diaphragm * Decking: Use wood or composite decking per Arch., min. actual dims: 3/4" x 3.- * Decking Attachment: Use decking screws_ length to ensure 2" min.. embedment into flaming below. - Use 2 screws per deck board per framing member. At decking splices. center splice over framing menber and use 2 screws per spliced end. * Blocking: not required except at support beams. 17 HD All 1- Holdown - Embedded Strap Type. * Min. Capacity: Goad for 2185 lb uplift. * Holdown: Use LSTHD8 for no rim joist condition. - For rim joist condition use LSTHD8RJ. * Nails: Use 16, l6d to fiill-height stud as follows. * Stud: Use larger of. king stud as spec'd elsewhere: or choice of 2- 2x, 3x. or 4x. Alt 2 - Holdown - Bolt Type * Holdown: Use HDU2. Lags: Use 6 SDS 1/4 x 2.5 to fiull-height stud per above Anchor Bolt: If wet set, use -/8" diameter SSTB 16, or 5/8" all -thread with nut and 3" washer on embedded end. Min embedment = 12". If too long to fit in * footing. bend 90-degrees at bottom of footing, maintain 3" corer at bottom of footing. - If rotohammer. use 5/8", Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in stem gall. 95 S Slab Subgrade: Use structural fill or native material, compacted to 95% relative compaction. It is strongly recommended that all structural fill be checked by a geoteclntcal consultant. Underslab Insulation: May use XPS or EPS rigid foam with min., 25 psi compressive strength under slab. If used, provide and install per insulation * mannufactrer's recommendations. * Slab Thickness: Use 4" min. * Reinforcement: Use any of the following: - Min.. #3 rebar at 24" OC. each way, centered in slab. - Welded wire fabric, min., W2.9, 6"x6" (6 Ga.). centered in slab. Splices overlap 8" min. - Fibermesh per manufacturer's recommendation. - Helix micro rebar, min., 5 lbs. per cubic yard. * Control Joints: Maximum recommended spacing = 8' OC, each way. This is a non-structural item and may be changed or omitted by Owner or architectural designer. Vapor Barrier: Suggest a min., 6 mil., plastic vapor barrier under interior slabs. This is a non-structural item and may be changed or omitted by Owner or architectural designer. WINDOW FLASHING INSTALLATION STEP # 3 j STEP # 2 STEP # 1 /mum STEP A - j-INSTALL TYVEK HOUSE WRAP STEP B - INSTALL TYVEK TAPE / STEP A - BELOW r��°� INSTALL TYVEK APRON WINDOW SILL « STEP B - INSTALL VYCOR ACROSS WINDOW SILL STEP C - STEP A - INSTALL WINDOW & 4" VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS Headers Default header material is Doug Fir No. 2 or better 2x headers must be in tall orientation with flat 2x nailed at bottom in "L" configuration Default Trimmer: use 1, 2x stud or Simpson LUC or HUC hanger, each end. Default King Stud, opening 6-feet wide and less use 1, full height stud each end (plate to plate.) Default King Stud; opening wider than 6-feet, use 2. full height studs each end (plate to plate.) Preferred framing members are highlighted below Trimmer, each end king Stud, each C'allout Min, use Alt 1 min. use Alt 2 min., use (if blank use default end (if blank use above.) default above.) 20H 20H 2x6. "L" config 46 21H 21H 2x10, "L" config 2- 2x8 48 22H 22H 4x10 1-2x. or HUC 23H 23H 5.500.5 glulam 2 24H zaH 5.505 glulam 2 3 25H 25H 400 5.5x6 glulam 2 Beams Default sawn material is Doug Fir No 2 or better - Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E, 2,300 psi, min Fb. Default wall connection: 3" bearing in pocket or on plate with min., 2 studs below. Default end post connection: LICE, ACE; EPCZ, ECCQ, or similar. Default comer post connection with mitered beams over: LCE4, LCE4Z, or RTC44. Default mid -post connection: LPCZ, PCZ, CCQ, or similar. Default beam to beam connection: HU, HUC, HUCQ or similar. Connector (if blank callout 1tin., use Alt 1 min., use Alt 2 min., use Notes use default, above) 30B Ee 6x12 5.5x9 glulam Use min., 5.505, 24F-V8 glulam. Min. backspan = 16'. This beam is the header for windows below f. If this beam 31B 318 acts as wall top plate, connect studs and mullions to this beam with A35 and screws, typ. If beam bears on wall top plate, connect with SDS 1/4 x 6 @ 12" max up through top plate into bottom of beam. 40B aoa 1.75xl 1.8 LVL may replace one floor joist 41 B EEi 2, 1.75xl 1.8 LVLs 3.5x11.8 LVL in addition to floor joists 42B 42B 5.506.5 glulam 43B a38 1.75xl1.8 LVL 44B age 5.502 glulam 456 asa 1.501-8 LVL or PSL 46B ase 5.5x9 PT glulam HUC or HUCQ to 47B 5.508. 24F-V8. PT glulam. Min. backspan = 14.5'. This beam is the header for openings below it. If this beam 47B a78 acts as wall top plate, connect studs and mullions to this beam with A35 and screws, typ. If beam bears on wall top plate, connect with SDS 1,14 x 6 @ 12" max up through top plate into bottom of beam. Connect this beam to 73P at backspan end with CS16 x 32" vertical strap, each side, centered on beam / post intersection for uplift. Posts Default material is Doug Fir No 2 or better. Default bottom connection on plate: 2. FC or 2. A34 with screws, or 4. 16d face nails. Default bottom connection on beam: 2, FC or 2, A34 with screws, or PCZ. Default bottom connection on concrete: PB, or AB, or ABU, or ABW, or CBSQ Alternate bottom connection on concrete: #5 rebar or 5/8" all -thread. epoxy 6" min. into post butt, and 6" min., embed in cone. Cone embed may be wet set or epoxy. Callout Min., use Alt 1 min., use Alt 2 min., use Connector (if blank Notes use default, above) 70P ® 2- 20 44 71 P 71P 3- 2x4 2- 2x6 4x6 72P ® 3- 2x6 6x6 4- 20 sister to 71 P and connect with SDS 1 /4x6 @ 73P ® 2- 2x6 12" 6*4 u4v_F_ s -s6AL. vs ra& STc tdr'V 7,T£A4.T ON 1A . FLOOR PLAN NOTES M. TRAFTON 1 SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE ASMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. J. STERLING 2 SHELF AND HANGING ROD. 1/4" = 1' U.N.O. 3 I I BUILT IN SHELVES. 03-21-2020 4 I I CABINET - OWNER / CONTRACTOR TO VERIFY. I EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 I�L��JII SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20' WIDE AND 24' L51 HIGH. SILL HEIGHT MAXIMUM 44' OFF FLOOR. © TEMPERED GLASS ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICKACTING VALVES ARE INSTALLED, SHALL BE 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 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN Z EARTHQUAKE. MIN. EFFICIENCY OF 91% z FA.U. ON 18' HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8' T & G PLYWOOD. ` ®EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE'X' GYP. BD. NO FURNACE SHALL W BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, 0 BATHROOM, OR CLOSET. PROVIDE AT LEAST 30' OF WORKING SPACE IN FRONT OF FURNACE. 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 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW 1 O 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 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. 22' x 30' MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 12' 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 C THROUGH PER I.R.C. SECTION 3122. 0 PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE CONSULT WITH OWNER FOR 0 N 14 TRIM PACKAGE. CONTRACTOR SHALLASSUME ALL OPTIONS. REFER TO CV MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 0 N SURROUND & HEARTH MATERIAL-0 Q 0 15 GARAGE FLOOR SURFACES SHALL BE MIN. CONCRETE. SLOPE CONCRETE FLOOR O 2' MIN. 1 W PER 12' TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LL 0') U) � Z M F_ D 16 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. ix w O X 0 mL N n GENERAL NOTES m ° a 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. }i ALL INTERIOR WALLS ARE 2 x 4 -16" O.C. STUDS, UNLESS NOTED O O W Y N OTHERWISE. Z J W 00 PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER t a Q DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. Z Z w WFRAMING NOTES W �!2W REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF C) LLJV i U O FOUNDATION/SLAB/JOISTS BLOCKOUTS. Ltl O q U�� FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR O QZ SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT O Q ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- CV PRIOR TO THE FABRICATION AND INSTALLATION. L.L 0') co 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" OSS OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST o�--8.3 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO EQLo FLOOR HOLDOWN LOCATIONS. �gg3 PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING < .__ iLaao� LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. 3- =Tz.- ALL CONNECTIONS TO BE SIMPSON OR EQUAL. a "=w .20 Cn°ts INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE W „5=w CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM U s€=w CONNECTIONS. M. �r;'l p=wo 0 TKO �w=w _ Z =o- ` z�z ww V 00_ W. zo N6�j 010� 00 a Vzo � a? OWNER APPROVAL INITIAL: PAGE #: AO PAGE: sOf16 GENERAL NOTES 36 X 3E PILLAR WI( a CUSTON d6X30X PILLAR: Q Ir MA 14'-0" CD N CRAWLSPACE VENTILATION CRAWLSPACE 1 AREA: 158 SQ.FT. 158 / 150 = 1.05 SO. FT. OF VENT IS REQUIRED, (2) 6X16 VENTS CRAWLSPACE 2 AREA: 207 SQ.FT. 207 / 150 = 1.38 SQ. Ff. OF VENT IS REQUIRED, (3) 6X16 VENTS USING 6 X 16 FOUNDATION VENTS PROVIDES .66 SF VENTING AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. 2015 IRC - R408.1 FINAL LOCATIONS OF FOUNDATION VENTS TO BE DETERMINED ON SITE. 2'-10 1/2" 2'-10 1/2" r LICKOUT FOR 0 v N 9I(V / r. 1TOP SIDE PLATE CONNECTION SCALE = 1" = 1' 10'-0" 18 X 24 X 40 CONCRETE PILLAR Wt CHAMFERED TOP 8 CUSTOM BRACKET (B(At ) 30 X 38 FOOTING - SEE 2/AS i8 X 24 X 40 CONCRETE PILLAR W/ CHAMFERED TOP 8 CUSTOM BRACKET (B/A1) 30 X 38 FOOTING - SEE 21AA 58'-0" 10'-0" 0 3 1— — — — — - r I I A2 I I I I I I I I I I I I I I CRAWLSPACE1 I I to I I I II I I h N 5 3 I I i I - 4'-0" I I I 2'-0 1 5 I I A2 ---, I I 1 1 5 1 I 0 I I A2 I I 24'-0" T 2 I� —� F_---J— I I I I II I I I I I I I I I I I I I I I I I I I II I I I BUCKOUT FOR 1 GARAGE DOOR I I II 7 A2 1 I I I N 8' I I 6'X7CONCRETE I FOOTING 2'-0" 6'-0" I 1 — — — � 6 °'�A2 _ I � I N L—J 0'-81, 1' 4" 1'4" 2'-0" 4 =0"0" 10'-8" 3'-5 I 1 6 I A2 A2 iO I I I I I 10-8"� I J GARAGE DOOR I 1 7 I 6' X ' �CONCRETE FOOTING 8 8� ,A 2D i F___ 5 7 I I A2 I I A2 I s l I I I I Ixl C) I I I I I N E 1 1 5 I I 3 No s l I A2 A2 A2 I I I I I IN r__1 ,, I I I i I I I I I I I I �7+ I I I X4 CRAWLSPACE 2 I 10'-8" 1 T-6" 1 91 1 1 1 g l CNN I I I I 0I I I I I ml I I I I F I I I I I I=1 I I 6 1 g l I I A2 1 W C) U 5 A2 t-- -------------- a 5 a I 5 Frimpim.'alI u0ji I I co I I I 1 --------� L 4 17HD I S`r i 0 N 1 HHD 117HD I Fol O N to e- 1 JJ W14, M E.W.14'-0" 24'-0" 27'-0" 5'-0" 5'-0"L_ _ TOP SIDE PLATE CONNECTK)N A SCALE = 1" = 1' J51? TBC GLIIN a� a:n r. V 5 t(I x 72' GLB COLUMN 56-0" FOUNDATION AND RETAINING. WALLS -ALL SLABS ARE 95S -FOUNDATIONS ARE OPA EXCEPT AS NOTED 95 S Slab • Sabgrade: Use st ucuuat fill or native material. compacted to 953 o relative compaction. It is strougly recommended that all structural fill be checked by a geotechnical consultant. • Uderslab Insulation: May use XPS or EPS rigid foam with min.. 25 psi comPressive strength under slab. If used provide and install per insulation mamrfactmer's recommendations. • slab Tkirluess: Use 4" non. • Reinforcement: Use any of the following: Min.. 43 rebar at 24" OC, each way. centered in slab. Welded wire fabric. min.. W2.9. 6%6" (6 Ga.). centered in slab. Splices overlap 8" min. Fibermesh per mandacmrer's recommendation Helix micro tabor. min.. 51bs. per cubic yard. Control Joints: Maximum recommended spacing — 8' OC, each way. This is a non-structural Item and may be changed or omitted by Owner or architectural designer. • Vapor Barrier. Suggest a mia.6 mil.. plastic vapor barrier under interior slabs. This is a non-sfmcMal item and may be changed or omitted by Owner or s6A,- Is f;24L Srkueric. 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. PLAN AREAS MAIN FLOOR 1,899 SQ.FT. BASEMENT 994 SQ.FT. TOTAL LIVING AREA: 2,893 SQ,FT, GARAGE 519+293=812 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 112 SQ.FT. OPEN DECK 49 SQ.FT. PATIO 161 SQ.FT. J. STERLING 1/4" = 1' U.N.O. 03-21-2020 E 0 U N N 00 U_ 0) U r ? CO M � it X x CO m 0) N J Qz 0 O CD m D- Q co Q O }' cv Y Uz <00 z Z Uj w W (D U 0)Q p U) U) Y U0 0 U�Wa a NQ � rn C0 Q QU OZUU U z 1 o2 U1 w•f asu � io3 J 0 iMaZZ. a 0 y,NU�si _ p z zpn... °SgO. a iF 0o O =o: .anon Sao Fo cam°o Wzto N -,'z Q sz2 6=.3�o J 2W GQ Z OUz» UQzQ yin pzp ¢�Uf] co oo.o o. ooi FZUF LL pEW 2Qgo O r yz OWNER APPROVAL INITIAL: PAGE #: rTV PAGE: �of1g M.TRAFTON N SIDING MATERIAL R 3 SIDING MATERIAL BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 7/16 OSB BRACED RETAINING WALL -TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 7/16 OSB J. STERLING 1/2" SHEETROCK R SCR 1/2" SHEETROCK 2'AOC OSTGGD EWS - FLOOR 3/4 SUBFLOOR 1/4 - 1 U.N.O. 3/4" SUB _ _ A B C D E F G V W X Y Z _ OPTIONAL 4• PATIO) b A B C D E F G V W X Y Z (GARAGE, PATIO) o NAILS IN BLOCKING FLOOR JOISTS LENGTH FLOOR JOISTS 03-21-2020 a LENGTH (JOISTS PARRALLEL ONLY) RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT VERTICAL HORIZ. FOOTING FOOTING RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING ' G WIDTH THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT F - REBAR TRANSV. CONT RE TYP. ONLY i HEIGHT POSITION HEIGHT BOT L BEND HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING � REBAR REBAR � REQ IFA>4' � OPTI0NAL4"SLAB w BOT. L BEND F (GARAGE, PATIO) Z o SIMPSON HANGER (�7 O' - CENTERED 1 $ 6 6 72 REQUIRED CENTERED 1 8 6 6 72 REQUIRED 6 #4 NOT @ #4 @ N/A �2) # IF 101ATL PARAI _ NOT6 #4 @ #4 @ N/A (2) # IF IOICTc PARALLEL 0 - r „ n rr rr n 24" 24" 4 - INSTALL "G' BLOCKING W r rr ° ° ° n " " IN (2) BLOCKING E IN (2) BAYS. , „ - SCREWS OR NAILS 4' 1 "- 5 24 8 6 56 48 6 #4 @ #4 @ #4 @ (2) # 3CO.C. T RU SUBFLOOR E Z Q 4 1 - 5 24 8 6 56 48 6 #4 @ #4 @ #4 @ (2) # 3" O.C. THRU SUBFLOOR W— w N ~ 24" 24" 24" 4 18" M N. J g x A F- � r rr r, rr rr rr rr rr r a u N u v n N 24" 24" 24" 4 BELOW GRADE a r rr _ 18" MIN. m 6' 1 " - 6 32 10 8 28 28 8 #4 @ #4 @ #4 @ (3) # _ a Z z 6 1 6 32 10 8 28 28 8 #4 @ #4 @ #4 @ (3) # BELOW GRADE r n n n n n u n 16" 4 X = "' r n rr rr n n n N 16" 18" 16" 4 X a 16" 18" z O4'TIGHTLINE Q 4"TIGHTLINE J¢ p p p p Belli _ O A 2 1 O $ ' $ 1 $ 8 #5 @ #5 @ #5 @ (4) # 1 X 4 P.T. EXPANSION JNT E° O EXT. WALLS ONLY Q Z �, 1 r' - 0 42 1 0 8 1 V 18 O #5"@ #5"@ #5 @ (4) # R1100 4@P.T EXPANSION JNT a EXT. WALLS ONLY o W r v u n u u n n 14" 18" 14" 4 R-10 @: � O , n N n n n n n 14 18 14 4 p -CONDITIONED AREA SLAB F -CONDITIONED AREA SLAB ON GRADE MIN lJ1P SPLICE = 24" w ON GRADE _ MIN LAP SPLICE = 24" z I Z Y N b ° d B w GENERALNOTES: NOTE #1 SLAB OR FILL - SEE OTE#, B GENERAL NOTES: NOTE #1 LAB OR FILL oTE# N * 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 C * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. NO SLAB IS NEEDED. R-10 FOAM • DRAIN ROCK NO SLAB IS NEEDED. / 10 FOAM D • DRAIN ROCK W/ 10 MIL VB p *COLUMNS F, G, ARE MAXIMUMS. MAY LESS. w/ m MIL N. 91 91 UNDER, MIN. 3 O 4" PERF. * UNDER, MIN. 3 O 4" PERF. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT. (A) FILL REQUIRED 6 MILL VB (EXT. WALLS ONLY) ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT (A) FILL REQUIRED 6 MILL VB (EXT. WALLSONL� ? V IF NO SLAB 3 * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. o' - u' NONE IF NO SLAB �' *MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. o' - H' NONE �C a * REBAR MINIMUM GRADE 60. 12 TO' E C HEEL *REBAR MINIMUM GRADE 60. 6' 12 TOE HEEL ♦� * CONCRETE MINIMUM fC 2500 psi � 18 *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * CONCRETE MINIMUM fC 2500 psi 8' 18 *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF ** ANCHOR BOLT SPACING -USE LESSER OF THIS OR SHEAR WALL CALLOUT. I� 24 NOT TO SCALE ** ANCHOR BOLT SPACING -USE LESSER OF THIS OR SHEAR WALL CALLOUT. (� 24 NOT TO SCALE LL NO SIDING MATERIAL SIDING MATERIAL 0 4 RETAINING WALL -WALL HAS FILL ON INSIDE WITH NO2" 2 CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM 12" MIN 7/1s os6 0 7/16 OSB 1 X 4 P.T. EXPANSION JNT. 2 X 6 WALL PONY WALL R-10@: 2 X 6 WALL cco A B C D E F G V W X Y Z BASEMENT PERIMETER A B C D E F G V W X Y Z E AREAS a o - CON DITIOABOVE RNNEED AREA SLAB F F O ON GRADE LENGTH _ 6" MIN. U- a' � Cf) LENGTH 4" SLAB RETAINED WALL OF VERT. FOOTING FOOTING Z M W UNBALANCED WALL OF VERT. FOOTING FOOTING _ b I FOOTING FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING WALL ANCHOR BOLT BLOCK REBAR@ VREBARL REBAR TRANSV. CONT. - b ". p HEIGHT POSITION VyiDT}{ HEIGHT THICKNESS SPACING" SPACING REBAR REBAR REBAR TRANSV. CONT. X� 1; m HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING - - BOT L BEND w W 00 "`- BOT L BEND R-10 FOAM - o r SEE NOT #4 E F� m O_ Q� c) 0' - CENTERED 1$ 6 6 SEE NOT 6 #4 @ #4 @ N/A (2) # W/ 10 MIL VB R 10 FOAM E W 0 - CENTERED 18 6 6 SHEARWALL REQUIRED 6 @ @ N/A (2) # Q SHEARWALL REQUIRED V " „l`''� UNDER, MIN. 24" MIN. m , „ „ ,r rr 21}" 24" 4. W W I If „ rr rr 24 24 4 = 0 Q (� 4' 1 "- 3 24 8 6 SEE NOT G @ @ #4 @ (3) # W �, ` A w Q 4' 1 "- 5 24 8 `� SHESEE ARWALL REQUIRED 6 #4 @ #4 @ #4 @ (3) # O 4"TIGHTLINE ZD LV 'm SHEARWALL REQUIRED V 1$ 4 m r n n n n If 18" 24" " = a r „ n n n 18" 24" 18" 4 " J O r rr - Q SEE NOT Q #5 @ 11" #4 @ #5 @ 11" 4 A J a. 5 6' 1" - 6 36 10 SHEASEE RWALL REQUOIRED 8 #5 @ 11" #4 @ #5 @ 11 (4) # 6 1 7 36 10 `� SHEARWALL REQUIRED 8 18" 4) # X 18" 4 X r rr n u N 18"MIN. > Q r rr rr „ „ „ z BELOW GRADE Q Q SEE 41 O r n Q SEE NOT 8 #5 9" #5 #5 9" 4 # 1 X 4 P.T. EXPANSION JNT. Z O O Y N 81111 - 8 48 10 SHEARWALL REQUIRED 8 #5 @ 9" #5 @ #5 @ 9" (4) # y" " Bill'- 48 1 O SHEARWALL REQUIRED IV @ ,@ @ ( ) 2" r rr „ rr rr rr 18" 5 SCREENED 2" PVC CLR. MIN LAP SPLI = 24" ,cn ' rr rr rr rr rr 18 5 R-,0 @: CLR. OLL L.L N 10 -CONDITIONED AREA SLAG w Z J - ` LJ- WEEP HOLES 6' O.C. ON GRADE w — V MIN LAP SPLICE = 24" m 7 T -©4"TIGHTLINE - O z Y Z , ` 18" MIN. bb (�' w • - IF-T - SLABORFILL-SEE OTE#1 B W W Z Y B 24"MIN. FOR GENERALNOTES: NOTE#1 GENERAL NOTES: 10'WALL * *COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN � J � � � � COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER *l NO SLAB I$ NEEDED. R-10 FOAM DRAIN ROCK _ * 3 4" PERF. UNDER, MIN. 3 - O 4" PERF. //�n/ r • DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. W110 MIL vB D V � L~L COLUMNS F, G, ARE MAXIMUMS. MAY LESS. -� * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT (A) FILL REQUIRED 6 MILL VB � V J *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. , IF NO SLAB V W W U O 0' - N NONE � (� * R MINIMUM GRADE 60. TOE C HEEL * REBAR MINIMUM GRADE 60. - 12 ro' E C HEEL 0 (� � Z REBAR * CONCRETE MINIMUM fc 2500 psi * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * CONCRETE MINIMUM fc 2500 psi - 18 *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF Q ** ANCHOR BOLT SPACING -USE LESSER OF THIS OR SHEAR WALL CALLOUT. ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. - (o' 2a 0) NOT TO SCALE ('7 NOT TO SCALE -- 6 X 6 P.T. POST CASE 1 - SIDING MATERIAL CASE 2 SIDING MATERIAL 1/4" X 3 1/2" DRIVE 12" SONO-TUBE ABU66 POST BASE 5 RETAINING WALL - 4' MAX RETAINED - CENTERED REBAR NO FLOOR 7/16 OSB R-21 INSULATION 7/16 OSB RAWL 48" O.C. 2 X WALL o WITHIN 12" 1/2" SHEETROCK 2 X TREATED PLATE 1 X4 P.T. EXPANSION JNT. R-21 INSULATION (4) GRADE 40 R-10 @: 2 X 6 WALL HERE NEEDED 0 9 - BASEMENT PERIMETER 3/4 SUBFLOOR R_ip@; (W" ) #4 REBAR .08. A B C D E F G V W X Y Z CONDITIONED AREA SLAB 1/2 SHEETROCK _ VERT. HOOKS J ABOVE GRADE AREAS ON GRADE o co bq=o - CONDITIONED AREA SLAB ON GRADE F J Q FLOOR JOISTS - m 03 LENGTH 4"SLAB „ (4) GRADE 40 �paWo OF VERT. VERTICAL HORIZ. FOOTING FOOTING -- w - Z 1 _0 #4 REBAR E.W. UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK p p o �,",-gym HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR @ REBAR REBAR TRANSV. CONT. - A _ _ BOT L BEND !1 • z="' CJ R-,0 FOAM Q oa=.a O WI 10 MIL VB COw"„„ R-10 FOAM O UNDER, MIN. r ix'aoo R-10FOAM E r F R-tOFOAM 16 "o= NOT W/ 10 MIL VB (� �''R O WI 10 MIL VB '2 GRADE 40 Z 0' - CENTERED 18 6 6 SEE REQUIRED 6 @ #4 @ N/A (2) # UNDER, MIN. PEMMETER co ( ) Qo SHEARWALL " " ABOVE GRADEAREAS) m W NDER, MIN. #4 REBAR O =��=z „ rr n n 24 24 4 24-MIN. W = w MAY VARY -PER PLAN izw°o 5 E z ~ �o=wo --. = a CRAWL PA p` THICKENED FOOTING wE J ZO �p 18-MIN. = g 6 POST FOOTING Q =_�° J F BELOW GRADE Ur o. SCALE: 1 = 1 Q �__ o X _ SCALE: 1" = 1' Hhu X O4"TIGHTLINE 2 O =�4=� 1 X 4 P.T. EXPANSION JNT `� O J¢ Z apRoo EXT. WALLS ONLY z ARAGE DOOR soo=� SCREENED 2" PVC CENTER MIN LAP SPLICE = 24" N R-10 @: Q =O a rc o WEEP HOLES 6'O.C. -CONDITIONED AREA SLAB MIN LAP SPLICE 24' LL BUCK OUT FOR GARAGE DOOR pEw_ ON GRADE Y 4'TIGHTLINE Z Y N 4" CONC. SLAB OVER 6 GA =<zo O —MIL VAPOR BARRIER ON '�- fw �Pj�, LL GENERAL NOTES: ZA - - B LAB OR FILL NOTE#, B GRANULAR FILL * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. - OWNER APPROVAL D • DRAIN ROCK R-10 FOAM , * ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF WI,O MILVB DRAIN ROCK o _3 O 4' PERF. UNDER, MIN. 3 ' O 4' PERF. (2) GRADE 40 INITIAL: * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 6 MaLvs (Exr. WALLS ONLY( ; #4 REBAR PAGE #: * REBAR MINIMUM GRADE 40. C V IF No SLAB V C I bpi r '�' � TYPICAL FOUNDATION WALL /�� * CONCRETE MINIMUM fc 2500 psi TOE HEEL TOE HEEL ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. GARAGE DOOR *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF % G E��wr,E6R's sE+14 I � SCALE: 1" = 1' PAGE: 1s Fe+r. Srtc.usr � NOT TO SCALE NOT TO SCALE T£M.T aN LY . 7 of g TYPICAL HEADER FRAMING HEADER LESS THAN 5' (1) KING STUD FROM TOP PLATE TO BOTTOM PLATE HEADER LESS THAN 9 I (1) TRIMMER HEADER MORE THAN 5' (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE I HEADER MORE THAN 5' I (1) TRIMMER WINDOW W/ 6" POST (1) TRIMMER (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE WINDOW W/ 3" POST CONCEAL FLANGE HANGER EA. SIDE (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE Structural CaBOuts- - COOTIi¢ht COBSD'uc!!OBCaIC- Inc f 0 PA Per Arehitect Structural Item: This item and related connectors shall be per architect,'clesigner. 11 RD Roof Diaphragm * Shear Capacity: Good for Eb - 230 plf - seismic: Eh = 322 plf - wind. Max aspect ratio = 3: 1. • Framing: Trusses or callers: 2x at 24- OC. --. • Framing Connection at Support: - Where connected to shear wall connect per shear wall callout - top of wall. - Rlrere na sea or rafters coma[ to beam, use H2.5. or A34 with strews, or similaz, typ. - At ledger. connect per ledger callout. • Sheathing: 7/16" min.. OSB or CDX plywood. • Sheathing Layout: Case l per E3C 2306 2.(1) • Nailing: Use 8d at 6" edges. 12" field. Blocking: Notre ured except at Supports and at coaaecrious to shear walls below. 12 FD Floor Diaphragm Sheathing: With joists at 24" or 19.2" OC, rase min.. 24 cc rated APA Sturd-l-Flour: either 3/4" species group 1. or7/8" species group 4. May be OSB or plywood. Good for 130 pst TL C& L360 deft Sheathing: Withjoisis at 16" OC, use min.- 16 m rated APA Sand -I -Floor, min., 19/32" thicL May be OSB or plywood. Good for 245 psi TL (_i L/360 defl. • Sheathing Layout: Case 1 per IBC 2306.2.1(1) - Orient sheets continuum over two or more spans. with the long dimension across supports. • NaflbW: Glue, and connect with lid ring shank mils or 09 screws, at 6" edges. 12" field. • Blocking: not required except at supports (beams) and connections to shear walls below. 13 DD Deck Diaphragm Decking: Use wood or composite decking per Arch.- min. actual dims: 34" x 3S". • Decking Attachment: Use decking screws, length to ensue 2" min. embedment imo franting below. - Use 2 screws per deck board per homing member. At decking splices. center splice over framing number and rise 2 screws per spliced end - Blocking: not required except at Support beams. 17 HD Alt 1 - Holdoyr" - Embedded Strap Type- ' Mm. Capacity: Good for 2195 Ito uplift. • Holdown: Use LSTHD8 for no rim joist condition. - For rile joist condition use LSTHDBRJ. • Malls: Use 16. 16d to full-heigm stud as follows. • Shod: Use larger of: ling and as speed elsewhere: or choice of 2- 2x- 3m or 4x. Alt 2 - Holdo es - Bolt Type • Holdouts: Use HDU2. • Lags: Use 6 SOS 1r4 x 2.5 to full -height stud per above • Anchor Bolt: If wet set. use 5/8- diameter SSTB 16. or 519" all -thread with tun mud 3" washer on embedded end. Min embedment = 12". If too long to fit in footing, bead 90-degrees at bottom of footing, maintain 3" cover at bottom of footing. - If rotommer ka. use ii8" Titen HD or all thread & . with 6' ruin concrete embedment, centered in stem wall. 95 5 Slab • Subgrode: Use sand gal fill or native material- compacted to 95% relative cxxmpaction. It is strongly recg mded that a8 structural fill be checked by a geotechnical consultant. • U tWerstab Insulation; May use XPS or EPS rigid foam with min. 25 psi compressive strength under slab. If used, provide and install per insulation manufacturers recommendations. • Slab Thickness: Use 4" min. • Reinforcement: Use any of the following: - Min., 03 rebar at 24" OC- each way. centered in slab. - Welded wire fabric. min.. W2.9, 6%6" (6 Ga.). centered in slab. Splices overlap 8" aria - Fibemlesh per amnoftchum's recommendation. - Helix micro rebar. num. 5 lbs. per cubic yard. • Control Johi Maximum recommeaded spacing = 8' OC. each way. This is a mu -structural item and may be chmaed or omitted by Owner or arehitechual designer. Vapor Barrier: Suggest a mill.. 6 mil., plastic vapor barrier under interior slabs. This is a non-structtral item and may be changed or omitted by Owner or arcluteclural designer Headers Default header material Is Doug Fir No. 2 or barer 7x headers must be in ma orientation with Bs 2c rated a human in Y- configuration Default Trimmer. use 1, 2x Stud or Simpson LUC or RUC hangereach end Default Kong 8bm, oponuq *,hoot wide and Ass "I . hill height stud each end (Pine p PIAI Default King Studopening wider Item *-test. use 2_ ad height studs each end (glom to plate.) Pretence Ininang members are higroghteo below inimmer, each cod IBwg Stud, each CaOont Min, use Ah t arm- use AN 2 ads., we (if blank nse defuth cad (if blank inse almvC.) defeat above.) 2011 2x6.'L-Conti 40* 21H 2xl0-L-oonfll 2-2x8 4x8 22H 4x10 1-21. or HUE 23H 5.5x105gtulen 2 24H 5.5x15 gluten 2 3 25H 410 55W gluum 2 Beams Default sawn nrmarY is Doug Fir No 2 or honer Default glulam. LVL PSL mammals - see SmMmd Structural Specs herein. Delauk LSL is 1.5E. 2.3011 go, mar To Default wa8 correction. 7 ba"ring in pocket or on pole with min.. 2 studs baba. Dome end post connection: LCE, AGE. EPCZ. ECCD, or Similar. DemuN corner post emreetiut wan miered baere oar LCE4 LCE4Z, or RTC44_ Detaua mb-post connection LPCZ, PCZ CCO. a Sorter. Demult bmm to beam conneMim: HU. HUC. HuGO a Studer Cannot Min-. asp Air 1 mu., use -Alt 2 an .. we Connector (if Notes use default. aboveove)) 308 d 6x12 5.5x9 gluon Use min.. 5.5x15, 24F-V8 gloom. Min. beckspen = 16'. This beern is the header for windows below it "era upon 31B M acts as wall toy plan. conned studs and mlmals to Om bears win A35 and screws, typ- IT bee" burrs m se1 top plena, connect with SOS 114 x 6 @ 12" max up through nap plate rm bomm of beam. 40B 1 75xl1.0 LVL may replace one 600rlmt 418 IM 2. 1 75x11.8 LVLS 3 Sill 8 LVL in am4m lo Boo puls, 42B d 5.5x16.5 Ozer, 438 d 1 75x11.8 LVL "It 9°d• 5 Sx12 glulam 45B 1.5x11.8 LVL or PSL 46B 5 s9 Fr~ HUG or HUCQ to 47B 5 5x1 B. 24F-V8, PT gleam, Min backspan = 14.5'. This Ileum a The heads for openings below It. H MO been 478 sue acts as ma top plate connect spas and protons an mks been with A35 and screws. typ a been bears m ml lop poor, connect with SDS V4 x 6 @ 12- max up nhruugh top pule into bmwm of heem. Correct gin been b 7W r beclrspen and won CS16 x 32" vortical Strapoach side, centred on hears :post ml"rsecgpn for rpM. Posts Default mate nal is Doug Fir No 2 or beaer Deland bottom connection on plum: 2. FC or 2, A34 with *crews, or 4. 16d face reds. Def"ult both= connection on bee": 2. FC or 2. A34 wet scmas, or PCZ [)staid bottom connection on concrete. PB. or AS. or ABU, or ABW, or CBSQ Amman button camroom on concrete: A5 reber or 58" aFlhreed, epoxy 6' tun. ink, post but and r min.. enlbad in cant. Conic embed may be wet set or epoxy. Callous Ma., as Alt 1 mlo„ me Ain 2 aria, use Connector (if blink Not" use default above) 70P ® 2- N4 4x4 71P ® 3-2x4 2-208 46 72P ® 3- Zia 6x6 4- 20 73P ® 2- 2x8 sister to 71P arc ConnoCt wdh SUS 1 A*g 12' WINDOW FLASHING INSTALLATION STEP # STEP A - � INSTALLTYVEK HOUSE WRAP STEP B - INSTALL TYVEK TAPE STEP # 2 num STEP A- INSTALL WINDOW & 4" VYCOR TAPE LOWER LEVEL WALLS AND MAIN FLOOR FRAMING LIVING AREA -ALL FLOOR SHEATHING IS 12FD, TYP. FLOOR AND DECK JOISTS ARE OPA, TYR 1752 SQ FT -STAIR FRAMING PER ARCH AND CODE MIN. ~ -DECK DECKING IS 13DD, TYR A� _ 1/2" SHEETROCK STEP # 1 \' :A/X 8" CONCRETE WALL R-21 INSULATION 10 2 X 4 WALL @ 6" FROM CONCRETE BUILT OUT ONLY IN FINISHED AREAS 01-611 • 1/2" WEDGE ANCHOR 48" O.C. _ / i - 2 X BORATE TREATED PLATE STEP A - INSTALL TYVEK APRON BELOW WINDOWSILL TYPICAL FURRED OUT INSTALL VYCORACROSS WINDOW SILL WALL IN BASEMENT INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS SCALE: 3/4" = 1' NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY CREDITS TAKEN ENERGY CREDIT to EFFICIENT BUILDING ENVELOPE -WINDOWS: U=0.28 -FLOOR: = R-38 INSULATION - SLAB ON GRADE - R-10 ENTIRE SLAB 11 ENERGY CREDIT 2a AIR LEAKAGE CONTROL & EFFICIENT VENTILATION -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR -WHOLE HOUSE FAN PER SECTION M7507.3 :NERGY CREDIT3a HIGH EFFICIENCY HVAC EQUIPMENT - GAS FIRED, PROPANE, OR OIL FIRED BOILER WITH MINIMUM AFUE OR 94%. ENERGY CREDIT 5c EFFICIENT WATER HEATING - GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. Is FnfL Sra.LrcT'� =7£M.S 8rJ LY . FLOOR PLAN NOTES SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. SHELF AND HANGING ROD. 3 BUILT IN SHELVES. 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 INSTALLED, SHALL BE 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 1/3 AND LOWER 113 TO PREVENT OVERTURNING IN AN EARTHQUAKE. MIN. EFFICIENCY OF 91% F.A.U. ON 18' HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. $ EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8' TYPE'X" GYP. BD. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE. PROVIDE DRYER VENT TO EXTERIOR PROVIDE RECESSED HOT & COLD SHUTOFF CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTALAND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. AMINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW 1 O 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 INSULATKN 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 CONNECTKIf4 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. 22' x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 12' PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. 13 GUARDRAIL 36"ABOVE FINISHED FLOOR. STAIR HANDRAIL 36"ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 3122. PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR 14 TRIM PACKAGE CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE SURROUND & HEARTH MATERIAL. 15 GARAGE FLOOR SURFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR MIN. 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 16 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. 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. 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 SHEETA4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. 8, 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 ISALOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES ATALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. PLAN AREAS MAIN FLOOR 1,899 SQ.FT, BASEMENT 994 SQ.FT TOTAL LIVING AREA: 2,893 SQ.FT. GARAGE 519+293=812 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 112 SQ.FT. OPEN DECK 49 SQ.FT. PATIO 161 SQ.FT. M.TRAFTON J. STERLING 1/4" = 1' U.N.O. 03-21-2020 c O U C O r U 00 C Q O U UL m Z O) (f) iF- v N a cc M mC) N Q Q O IM Q M ti >a_ �d > N o O W Q 00 Z�U i- I a Q Z Z LU U U.10 p (n UJ U ��UO o U Of < ate00 , N Q Of Oi M Q : �. OOU = J wi° g'BF 0woucam �/ a a°b ��o L L .yF.r' so�a O ouxy w"= O �= y5.wo F _;noo LLQQE z= 99.ijo 00 ao Go z wozNp 6i�oo W _» 2-_ww �= �sg== � sonboo W °=s o= ow° �6<K Go OWNER APPROVAL INITIAL: A3 S Of 1 K Structural C'affouts� - Copyright ConstructionCalc, Inc (CCI) 0 PA Per Architect • Structural Item: This item and related cormectors shall be per architect / designer. 11 RD Reof Diaphragm * Shear Capacity: Good for Eh = 230 pB- seismic: Eli= 322 pB- wind. Mint aspect ratio = 3:1. * Framing: Tresses or rafters: 2a at 24- OC. mac * Framing Connection at Support: - Where connected to shear wall, connect per shear wall callow - top of wall. Where messes or rafters correct to beam. me H2.5. or A34 with screws. or similar. typ. - At ledger. connect per ledger callow. • Sheathing: 16- min.. OSB or CDX plywood. ' Sheathing Layout: Case l per IBC 2306.2.(1) • Nailing: Use 8d at 6" edges. 12" field. • Blocking: Not required except at supports and at connections to shear walls below. 12 FD Floor Diaphragm • Sheatbing: Withjoiss at 24" or 19.2" OC, use min.. 24 oc rated- APA Strad -I -Floor, either 314" species group 1, or 7/8" species group 4. Maybe OSB or plywood. Good for 130 psE TL @ L/360 deft. Sheathing: Withjoists at 16" OC. use min., 16 m rated. APA Stud-l-Floor- mitt., 19/32" thick. May be OSB or plywood. Good for 245 psf TL @ L1360 defl. ` Sheathing Layout: Case 1 per BBC 2306.2.Ill) Orient sheets contimmoms over two or mote spans- with the long dimension across supports. * Nailing: Glue, and connect with Sd ring sham: nails or 49 screws, at 6" edges, 12" field. Blocking: rat regwred except at supports (beams) and connections to shear walls below. 13 DD Deck Diaphragm " Decking: Use wood or composite decking per Arch., min. actual dims: 3/4" x 3.5". " Decking Attachment- Use decking screws, length to ensure 2" min.- embedment into framing below. Use 2 screws per deco: board per framing member. At decking splices- tooter splice over framing member and use 2 screws per spliced end. • Blot - : act required except at support beams. 17 HD Ah 1- Radiative - Embedded Strap Tape. • Min. Capatify: Good for 2185 lb uplift. ` Holdow n: Use LSTHDS for m rim joist condition. For rim joist condition use LSTHD8RJ. • Nails: Use 16, 16d to full -height stud as follows - Stud: Use larger of king stud as spec'd elsewhere: or choice of 2- 27- 3a, or 4a. Alt 2 - Holdowe - Boh Type • Holdowv: Use HDU2. • Lags: Use 6 SDS 114 a 2.5 to full -height sled per above • Anchor Boh: If wet set. use 5/8" diameter SSTB 16, or 5/8" all -thread with put and 3" washer on embedded end. Min embedment = 12". If too long to fit is footing. bend 90-degrees at bottom of fooling. maintain 3" cover at bottom of footing. ifrotohammer, use 51" Titen HD or all thread C , wild 6- min concrete embedment- centered in stem wall. 95 S Slab * Subgrade: Use structural fill or native material, compacted to 95% relative compaction. It is strongly recommended that all structural fill be checked by a fieoechnical consultant. • Uodersinh Insulation: May use XPS cur EPS rigid foam with min., 25 psi compressive strength under slab. Bused, provide and install per insulation manufacturer's recommendations. • Slab Thickness: Use 4" min. • Reinforcement: Use my of the following- - Min_ r3 rebar at 24" OC. each way, centered in slab. - Welded wire fabric- min.. W2.9. 6"x6" (6 Ga.). centered in slab. Splices overlap 8" min - Fibermesh per manufacturer's recommendation. Helix micro rebar- min.. 5 lbs. per cubic yard ` Control Joints: Maximum recommended spacing = 8' OC, each way. This is a non-structural item and may be changed or omitted by Owner or architectural designer. ' Vapor Barrier: Suggest a min.. 6 mil.- plastic vapor barrier under interior slabs. This is a non-structural item and may be changed or omitted by Owner or ADDED 2 X BLOCKING FOR DEPTH SOLID 2X BLOCKING AT LATERAL LOAD CONNECTION HARDI-PLANK SIDING TYVEK HOUSE WRAP 7/16 OSB SHEATHING FLASHING 10 Pr. JOIS1 FASTEN 2X PT LEDGER WITH - (3)ROWSOFIWX41?SDS SCREWS 0 17 O.C. 2 X 10 TREATED DECK LEDGER E DECK TO HOUSE CONNECTION SCALE: 3/4" = 1' SELF ADHERED FLASHING MEMBRANE (VYGOR TO BE USED BETWEEN HANGER AND ACGFD & CA -BB TREATED SILL /ice 1 I SILL SEAL Simpson Strong -Tie IT511.88 "� I KENO TAB AND FASTEN WITH 10dre1 12' NAILS WHEN WEB STIFFENERS ARE NOT USED ATOP TO PLATE HANGER NOT SCALE Headers Daum Marder material is Doug Fir No. 2 or batter 2x headers most be in tal orienUtion with to 2. nailed A betrom m'L' CaKguratxm Default Trimmer. use 1. 2. stud or Smipson LUC or HUC Merger. each and, Default King Stud, opening &leet wide and less use 1, ful height stud each end (pate to pate.) Defaut Khq Stud opening wider then 6-feet use 2 ha naught shid5 each anti (plate Me plat".) Preferred training members a,- g-1 gnlea Le war Trimmer, each end Sing Stud, each Cabo rn Um, use Ali I min. use Alt 2 min- me (if blank use default end (if blank use abos'e.) defiullabocc.) 20H 2x6.'Cconfig 21H 2x10.'L"ccri 2-2x8 mB 22H 4x10 f-2x &HUC 23H 55x10.5 glufam 2 24H 5.5x15gkaam 2 o Oi 25H 4x10 5.5xSOman 2 N Beams Default sewn samurai is Dag Fir No 2 w beiW Default glumm, LVL. PSL materiels - see Standard Structural Specs herein. Default LSL is 1.5E 2,300 psi, min Fb. DBfad wad cauKeBon 3' bealrg in pocket won pWo wM min., 2 stung nebw. Default end post connection LCE, ACE, EPCZ, ECCO. or similar Deiaup comer post connection Win entered banned over. LCE4, LCE4Z, or RTC44. Default mid -post cormactl•mIPCZ. PCZ, CCO, a Soria. Default beam to beam connection. HU. HUC, HUGO or soulal. Counecmr (if blank Causal \Ira- use Ah t grin., me Ah 2 W., use Notes rise default. above) 30B Inn M12 556 glulam a Use in 5 5x15. 24F-V8 glalam Min backspan = 16' This Deem is Me header for winumws below 4 If this bean r to 318 a+e acts as welt top pees: connect sham and muflums to this beam with A35 and screws. Into If beam bears on wait top plate.. connect with SDS 1A x 6 @ IT max up through top plate into bW m of beam 40B M 1.7501.8 LVL may replace one floor joist 4113 dw 2, 1.75x11.8 LVLS 3. 5.11 8 LVL in addaon m floorlasts 42B Q 5.5x165 gYaan 43B 1.75a11.81VL 446 5.5a12 gU= 458 1 5,11 8 LVL c PSL 4613 5.5x9 Pr gUmr HUC or HUCO in 47B 5 5x18, 24F-V8, Pr gtlflm. Min. backspan - 14.5' The bean is the (reader for operwas below it If this beam y ple, taestuds and nions to this beam with A35 and screws, bp. If bean hears on wait top 47B oa acts as wait bbmd millions lats, eoalept pwin SDS 114 x 6 @ 17 max up through top plate mile bodorn of bean. Connect the lean b 73P at backspa end wO C818 x 32- vencca strapanon side. cornered on beam) post marsecoon for Wa Posts Data* -am s Doug Fu No 2 or boor Default bottom co r e ration on pbb: 2. PC a 2, A34 wan screws. or 4. 16d face news. Detain bottom connection on beam: 2, FC or 2. A34 war screws. or PCZ. - Default bottom connection on concrete' PH, or AB, or ABU, orAM a CBSO Alemate, bottom connection on concrete: 45 robot or 5i8' eFnmeed. epoxy, S" min, into post bud, min 8' min., awed in care Cori embed may be wed so or epoxy. Customer (if blank Cagont xW., ase Ah 1 tub„ we Ah 2 tub„ use Notes me default. above) 70P ® 2-2a4 4x4 71P ® 3-2x4 2- 2x6 4x6 MP IS 3-2d 8x8 4-2x4 73P ® 2- 2X6 seta, to 71P and curerect with SDS 1/401 17 Floor Joist Blocking per IRC 502.7 (Seismic Design Categories D1 & D2) BCI Joist Blocking Intermediate Bearing (WALL OR BEAM) Nailing per local code provisions Q 1 CONTINUOUS BLOCKING u / NOT TO SCALE 14'-0" Faca 0 N A4 Versa -Lam ®or Boise GLULAM IARi:width Shall 2x specified hanger nail length CJOIST TOSCBEAM NOT TO ALE 20'-0" 10'-0" 10'-0" 4 �� UP 10'-0" ►T 14'-7" 61'-0" 8'-11" r Nail Boise to BCI®joist with 8d nail into each flange. D RIMBOARD NOT TO SCALE 1 /2 J Oil LL O CD a7B DECK FASCIA SUPPLIED BY _ E = A4 w O _ IL - X N � o� Y O 7Dp 12'-5" DECK FASCIASUPPLED BY SIDING 10'-0" LOWER R V WAI L R AND MAIN FLOOR FRAMING -ALL FLOOR SHEATHING IS 12FD, TYR -FLOOR AND DECK JOISTS ARE OPA, TYR -STAIR FRAMING PER ARCH AND CODE MIN. -DECK DECKING IS 13DD, TYR EA,� IA1£ERLS 5E�14 15 Faf2. �JI't2.Ltc.Z't. 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. 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 PLAN AREAS MAIN FLOOR 1,899 SQ.FT. BASEMENT 994 SQ.FT, TOTAL LIVING AREA: 2/893 SQ,FT, GARAGE 519+293=812 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 112 SQ.FT. OPEN DECK 49 SQ.FT- PATIO 161 SQ.FT. 1�1a I0M206]hi J. STERLING t U N i m 1/4" = 1' U.N.O. Is at w 03-21-2020 If a E O U C O (N U W 0) C Q O U OO) Z U) r- V O -O M m W 00 c7 0 CO U ai W 0 m d Q M CV Oz O W Q 00 J V as z Zw3: W W c� UU)�� -0C)CW w �WUO Q aoz M ZLL=g � LLz Q 4�8 J s€=o <gz0ate §wg�- = � � o<ws ��=Qw 2 6 E� z Wo �3�os o_ = O <aa U. ¢ w. go= '�rQZr/ oGo L.V U_ tip NK i3z5oai o o ou au/ i_» w' W W Itir & SM. �o Ozz amz o O 12VF �o J xzo _a3. LL �- OWNER APPROVAL INITIAL: 9Jf`Ig Structural Callouts� - Copyright COnstructiouCalc" Inc (CCA 0 PA Per Architect * Structural Item: This item and mimed connectors shall be per architect , desiener. 11 RD Roof Diaphragm ' Shear Capacity: Good for Eh = 230 plf - seismic: Ell = 322 plf - wind. Mac aspect ratio = 3: 1. * Framing: Trusses or rafters: 2x at 24-' OC. mac * Framing Connection at Support: - Where connected to shear wall. connect per shear wall callout - top of wall. - Where trusses or rafters correct to beam- use H-1.5. or A34 with screws, or similar. typ. - At ledger- connect per ledger callout. ` Sheathing: 7/I6" min.. OSB or CDX plywood. ` Sheathing Layout: Case l per IBC 2306.2,(1) ' Vaift: Use Sd at 6" edges. 12" field. ' Blocking: Not reiluired except at supports and at connections to shear walls below. 12 FD Floor Diaphragm • Sheathing: With joists m 24" or 19.2" OC. use min_ 24 oe rated APA Strad -I -Floor. either 3/4" species group 1. or 7/8" species group 4. May be OSB or plywood. Good for 130 ps£ TL C V360 dell. " Sheathing: With joists at 16" OC- use min.. 16 oc rated- APA Strad-l-Floor. min.. 19132" thick. May be OSB or plywood. Good for 245 psf TL L/360 dell. ' Sheathing Layout: Case 1 per IBC 23062.1(1) - Orient sheets continuous over two or more sports, with the long dimension across supports. • Nailing: Glue- and connect with Sd ring shank nails or #9 screws. at 6" edges. 12" field. * Blocking: not required except at sup m (beams) and connections to shear walls below. 13 DD Deck Diaphragm • Deciding: Use wood or composite decking per Arch., min. actual dos: 3/4" x 3.5" • Decking Attachment: Use decking screws- length to ensure'_" min.- embedment into framing below. - Use '_ screws per deck board per Gaming member. At decking splices. center splice over framing member and use 2 screws per spliced end. ` Blocking: got required mept at support beams. 17 HD Alt 1 - Holdown - Embedded Strap Tape. * Ma. Capacity: Good for 2185 lb upfift. " Holdown: Use LSTBD8 for no rim joist condition. - For rim joist condition use LST HD8R7. ` Nails: Use 16. 16d to full -height stud as follows. " Sind- Use larger of: king strul as spec'd elsewhere: or choice of 2- 2s 3x, or 4x. Alt 2 - HoNowa - Boll Type * Holdown: Use HDU2. ` Lags: Use 6 SDS 1,4 x 2.5 to full -height stud per above Anchor Bolt: If wet set, use 5/8" diameter SSTB 16, or 5/8" all -thread with nut and 3" washer on embedded end. Min embedment = 12". Iftoo long to fit in f footing. bend 90-degrees at bottom of footing. maintain 3" cover at bottom of footing. - if rutohammer, use 5!8" Titen HD or all thread &epoxy. with 6" min concrete embedment. centered in stem wall. 95 S Stub ' Subgrade: Use Structural fill or native material- compacted to 95% relative compaction. It is strongly recommended that allstructural £ill be checked by a geotechnical consultant. Underslab Insalatims. May use XPS or EPS rigid foam with min.. 25 psi compreBsive shenglh under slab. Dosed provide and install per insulation mamufachaer's recommendations. • Slab Thickness: Use 4" min. • Reuforcemeat: Use any of the following: - Min., 03 mbar at 24" OC. each way- centered in slab. - Welded wire fabric. min.. W2.9- 6`0" (6 Ga.). centered in slab. Splices overlap 8" min. - Fibenmesh per martutacturer's recommendammi. - f-Iehc micro rebar. min.- 5 lbs. per cubic yard. ' Control Joints: Maximum recommended spacing = S' OC, each way. This is a non-structural item and may be changed or omitted by Owner or architectural designer. " Vapor Barrier: Suggest a min.. 6 mil.- plastic vapor barrier under interior slabs. This is a non-structural item and may be changed or omitted by Owner or architectural designer. TYPICAL HEADER FRAMING HEADER LESS THAN 5' Itlx-a meanie eonawewre mite. 1. IxwaaLESS.,, Itl,aawe, HEADER MORE THAN 5' mm+a reanrarvne tuna. su� o ew,E nEwnxawaa mrwr Itln+inwxw WINDOW W/ 6" POST wit rams Enai etor`nast "we) n)IRMtER WINDOW W/ 3" POST mn m namr,a,e To eonois t wc,e wacrx"wnaE tux®e w roe WINDOW FLASHING INSTALLATION STEP # 3 STEP A - -INSTALLTYVEK HOUSE WRAP STEP B - T` - INSTALL TYVEK TAPE II f Headers Default treader material is Doug Fir No. 2 or baler 2, headers must be in let onermbon with fat 2x hall in "= in -L" configuration Default Trimmer use 1. Zx stud or Srnnson LUC in HUG hanger. each end. Default Khp Stud, opening 64M wld, and km use 1.. kit mught smtl Bann end (pole to pine.) Defaut King Sind, opening eider than 64il use 2, N hingut sluds; al end (Plato In pate.) Preferred fmmng members are highlighted below Trimmer, each end King Stud, each CaBout Min, we Alt 1 min. we All 2 min, use (if blank use default ead (if blank use above.) defachabole.) T23H5,500 7 coring 46 L'config 2-W 4t8 x101-2x. aHUC .5 glukh" 2 5 gMiam2 3 x10 5 5x8 �wanm 2 Beams Default sawn material a Doug Fir No 2 or bider. Default glWan. LVL. PSL., nab -see Standard Structural Specs lemon Default LSL is i 5E. 2.300 psi. mat Fb Default wan connection: T bearag in pocket or on punts with mar, 2 studs below Default and poet connection'. LCE. ACE, EPCZ, ECCO, or simior. Default Conner poet com c So" wM mitered bears war. LCE4. LCE4Z, or RTC44 Default had post commeth n'. LPGZ. I'CZ, CCO. or similar Default Mum to be= mxnrmaC5011 Hu. HUC. Fuca or simmr. Connector blank Notes Calling Min.. use Alt I win., use Alt 2 min- Use me default. above) 300 d 6xi2 5.5x9 gkdan Use min.. 5.5x15. 24F-V8 gkrmn. Min MckSpen = 164. This beam 6 me header for windows below a If mks Deem 31 B eta acts as wen eP pate, connect sails and mullions to this beam with A35 and screens. tYp. If beam beers on wag top pate, connect with SOS 114 x 6 @ 12' mat up through lop place I'm bdlonn of beam. 40B Q 1.75xl 1.8 LVL may replace acre floor pm 41B xw 2. 17501.8 LVLS 35,118 LW in addmnonmfl,or pats 42B 5.5xi6.5 ghUon 43B M 13501.8 LVL 44B Q 5.502glubm 45B Q 15A 1.8 LVL or PSL 460 5.5x9 FIT glutann HUC or HUCG to 47B 5 5118. 24F-V8. PT gluier^- Min bactcpen = 14.5'- This Mon is the header for mgeru gs below it If ens namn 47B xvn acts as coal tap pift. connect sods act mulal5 a this beam wOI A35 anti Screws. typ- If beam beans al welt toll d poe. connect with SOS 114 x 6 @ 17 max up through rap plate No Dolan of bean. Comecl this bum to 73P at ckspan and with GS16 x 3T anneal shop. each side. cerdww a beam r post l tersecoon hilt Wen. be Posy Defau9 material is Dag Fir No 2 or borer. Default b tlo n connection an Plate: 2. FC or 2. A34 with screws, or 4. 16d We noes. Default bottom con oam on Mom: 2, FC or 2. A34 wen screws, or PCZ- Defaut bottom rxxewction on concrete. PB, or AS or ABU. or ABW. or CBSO Alternate bottom con ecdon an eoncrem: M5 tuber or 518- at4hrud. epmry 6' run n P feat bull and 8'ran.. abed in cant. Con, embed may be wet set or opoxy. Connector (if blank `ours Callous MIS., Use Alt 1 minmat., use Use Alt 2 matuse Use default. above) 70P GD 2- 20 44 71 P (M 3- 2A 2- 2x6 496 72P ® 3-2x6 Bee 4-20 Sister a 71 P and connect wo SOS 11410 @ 73P ® 2-2xe 12, STEP # num STEP A- INSTALL WINDOW & 4" VYCOR TAPE c) 14'-0" (D N 5117 X iS GLB ROOF BEAM - TOP @ 121 1/8" - EXPOSED 5 12' X 1T GIB POST -POST TO BEAM BRACKET (A/Al ) 18 X 24 X 40 CONCRETE PILLAR W/ CHAMFERED TOP &CUSTOM BRACKET (B/Al) 30 X 38 FOOTING - SEE 2/AS 5 10 X 15' GLB ROOF BEAM - TOP @ 121 i/9' - EXPOSED 18 X 24 X 40 CONCRETE PILLAR W/ CHAMFERED TOP & CUSTOM BRACKET (B/AI) 30 X 38 FOOTING - SEE 21A8 5 12' X 15' GLB ROOF BEAM - TOP @ 121 lnr - EXPOSED 5 1/T X iT GLB POST -POST TO BEAM BRACKET (A/Al) 58'-0" 10'-0" 10'-0" is - 2'-0" 0'j I-` 2'-6" 2 L31�/2' W322616 AWN W332616 AWN 4 20H 20H in SHOWER 28 SO FT 8'-10 1 /2" 5'-4" 3'-3" CURBLESS I ®10_1 )H 1 4- 24X48 SKYLIGHT o I �¢ IH MASTER BAT g �A I 79 SO FT 3 VCEILING 4'-6" �-i 6'-51/2" 3oeo e N _ �� 10 W.C. 1'-6"' 22 sQ FT -, 6'-0' �7 o COVERED ENTRY o N 1, 72 SO FT h c+) 4'_0" f� 7 CLOSET 78 SO FT 9' CEILING 0" 0'-3"" 0'-3" 3'-10 3/4" 3'-3_0„ Tn PIPICW0-0CW113016PIC473016 W 16 3040 CASE, tt U u L 1'-1 1 /4" 20H 20H ZOH 20H O) 20H cr) Ilil MASTER BDRM 273 SO FT V CEILING I I m HALL m N - 1 CLOS N N 0 17 SO FT 8 CHASE 7sQF O - 5 SO FT Los O -4 112" v 1 " 3'-4" 4'-51r2"--{3'-19 fN Q 6'-9 1/2" 2 1 3) INSTALL PER MIR Z) I FIREPLACE SIZE\ ' m'AND DIMS. TB-D. co L----- ENTRY BEARING WALL �j IH 39 SQ FT no06F ,n - 5'-10 1/2" 6'-91/2" a < a- U 20H N n 10'-0" to 3 20H T-0" 4'-0" FT-0" a N STUDY 20H 3 I O U n 81 SQ FT z 1 N o 7 CEILING a m (V W224030 PIC try 3 - - - - BEARING WALL - - - - " _'7 ---- - - - - -- I I I I I - I= I STAIR - UTILITY $ 62 sQ F lr 0 73 SO FT 1 Q m CO) gp 9'CEHJNG 150 z 10 6 I to F 5!_2^ 1,I I I i 12 3068 do'»ATIIC �-�[- Zn 20H « N AcrFss -1 (I o C?�� HALL o N GARAGE 16 S 39 sQ FT I MSQ FT � 9' CEILING t 1 base- ' - - a Al I N �3 ,e I POWDER O tV \\11 g p) J I Ce) 33 SO FT m 1 9' CEILING C:E c") ye) 3 �oP 7oP 3 PANTRY 54 SO FT u) /rCELM o 131 2oH11 O W06 3016 PIC m T-7" -.+ - 3'-0"--I---- 3'-5" 7my- C%J 14'-0" STEP # 1 • STEP A - ��INSTALLTYVEKAPRONBELOW t WINDOW SILL STEP B - INSTALL VYCOR ACROSS WINDOW SILL STEP C - INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS 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-M 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%. ENERGY CREDIT 5C EFFICIENT WATER HEATING -GAS FIRED, PROPANE, WITH MINIMUM EF OF 91% 1 V-81 /2" 3'-6" 61'-04 KITCHEN 4 225 SO FT s' CEILING HOOD, MIN too OEM 41 14 16'-3" LIVING 463 SO FT W CEILING MAIN LEVEL FINISHED FLOOR 4525 DINING 184 SO FT aceUNG U a c 22H v � 3 1? O U a 20H S n 3 m O U 20H a o= O I a� 3 6'-0" o) ye) 1'_0" N is O) cr) I,VAFL ro � O ZOH 20H 't v m_ NO o o U) U U a a _ 20H 20H � o O ir 'Jr N m N 33 Ce) O U U as 20H 20H e Q M N 2'- Once) COV RED W124060 PIC It'_ o e 0) _, 30B 10 1 K mSO LL g O W DECK E to 23H 182 sc 7UoaC ut 0 N OOm to p I @ U v e �o z IL 5 12' X 12GLB 1 CANTILEVER ROOF BEAM -Top @109IV-CONCEALED 316 (BEAM IS HEADER) W 10 2656 CASE W09 2656 FIX CASE W04 2656 CASE - ►� 2'-0" >_la-. 2'-6"- I l- 2'-6" ►-t-- 2'-9" 0'-3" (Y-3" LIVING AREA 1898 SO FT 512'X ITGLB CANTILEVER ROOF BEAM TOP @ 109 116" -EXPOSED 7_0^ 10'-0" - 10'-0" - ZIPPER LEVEL WALLS LS AND ROOF FRAMING -ROOF DIAPHRAGM IS 11RD, TYR -TRUSSES AND LAYOUT ARE OPA, TYP -ALL EXTERIOR WALLS ARE 1 PW, TYP. -NO HOLDOWNS REQUIRED AT THIS LEVEL. -FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. FLOOR PLAN NOTES M. TRAFTON SMOKE DETECTOR EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN N EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA p 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. STERLING t AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. S3 m SHELF AND HANGING ROD. IS 1/4" = 1' U.N.O. in BUILT IN SHELVES. W 3 03-21-2020 ® 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. SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES ); 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, a END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER I/3 TO PREVENT OVERTURNING IN AN Z 9 EARTHQUAKE. MIN. EFFICIENCY OF 91% _ FA.U. ON 18' HIGH PLATFORM, TOP OF PLATFORM TO BE 1 1/8' T & G ® PLYWOOD. (n EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/9' TYPE'X' GYP. BD. NO FURNACE SHALL W a BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE AT LEAST 30' OF WORKING SPACE IN FRONT OF FURNACE. a 0 PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF 6 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 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. g¢$ MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 0 C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW 1 O OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4INCHES. DRYER, KITCHEN, AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE CIO CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEXLm CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 1% ° T- 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. t 22' x 39" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. l+ 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 BE WEATHER-STRIPPED OR SEALED TIGHT. O 13 GUARDRAIL 36'ABOVE FINISHED FLOOR. STAIR HANDRAIL 36' ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4" DIAMETER SPHERE TO PASS C THROUGH PER I.R.C. SECTION 312.2. � U PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR N C 14 TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO CO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 0) C SURROUND & HEARTH MATERIAL. O j U 15 GARAGE FLOOR SURFACES SHALL BE MIN. 4' CONCRETE. SLOPE CONCRETE FLOOR MIN. 1W PER 12' TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. O M Z CV) C 16 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. Lu O O M DO 0 GENERAL NOTES m ° Q M �1 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. 4_0 O O Y N ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED w OTHERWISE. Z J Q PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER Q DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR Z Z LV LOCATIONS. W w FRAMING NOTES _J � LL 0 is REFER TO SHEETA4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF U `' UJ U FOUNDATION/SLAB/JOISTS BLOCKOUTS. i 0 a V FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR z SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT de-o all ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL IL N 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 a-z8� LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO z - FLOOR HOLDOWN LOCATIONS. �r5_w0 oE �g8_yy �gc-e PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING �<w5 LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. � m Eo Fula 0pww ALL CONNECTIONS TO BE SIMPSON OR EQUAL. °�oa H..wr'" �'no INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE �o E CONNECTIONS AS WELLAS FROM TRUSS OR RAFTER TO BEAM O Z.;fizz CONNECTIONS. 0E7 z PLAN AREAS MAIN FLOOR 1,899 SQ.FT BASEMENT 994 SQ.FT TOTAL LIVING AREA: 2,893 SQ.FT. GARAGE 519+293=812 SQ.FT. ENTRY 73 SQ.FT COVERED DECK 112 SQ.FT. OPEN DECK 49 SQ.FT. PATIO 161 SQ.FT. O g uo as,,°o 00=80 LL q� NK i3�oo zosi z y�=» =cow "W&Flan n¢pUV mNrO noZ6. .zo FHuW OFcm FF�o OWNER INITIAL: 5 0 of i` Structural Cagouts� - Cooyli2ht ConshvctionCak- Inc (CCT) 0 PA Per Arrithert ' Structural lies: This item and related connectors shall be per architect i designer. 11 RD Roof Diaphragm ' Shear Capacity: Good for Eh = 230 FIT - seismic; Eh = 322 fill- wind. Men aspect refio = 3:1. * Financing: Trudlm or rafters: 2% at 24- OC, max. * Fraslag Connection at Support: - Where connected to shear waLL connect per shear wall callow - top of wall. - Ulm trusses or rafters connect to beam. use H2.5. or A34 with screws, or similar, typ. At ledger. connect per ledger callow. • Sheathing: 7/16- moo.. OSB or CDX plywood. ' Sheathing Level Case I per IBC 2306.2.(1) • NaiBeg: Use Sd at 6"edges. 12" field. • Blocking: Not requved except at supports and at corrections to shear walls below. 12 FD Floor Diaphngne ' Sheathing: Withjoists at 24" or 19 ' OC. use calm. 24 oc rated. APA Sturd-FFloot-, either 3/4" species group 1, or 718" species grog 4. May be OSB or plywood. Good for 130 psE TL C L/360 deft * Sheathing: Withjcl at 16" OC, use min., 16 oc rated APA Sturd-l-Floor, min.. 19/32" thick. May be OSB or plywood. Good for 245 psf TL @ L/360 de0. * Sheathing Lacout: Case I per BC 2306.2.1(1) Orient sheets continuous over two or more spaus. with the long dimension across supports. • N»Olag: Glue, and connect with 8d ring shook mils or 09 screws, at 6" edges, 12' field. Blocking: not required except at supports (beams) and connections to shear walls below. 13 DD Deck Diaphragm * Decking: Use wood or composite decking per Arch. min. actual dims: 3/4" x 3.5". * Decking Attachment: Use decking screws. length to ensue 2" min.- embedment into framaiog below. Use 2 screws per deck board per framing member. At decking splices. center splice over framing number and Use 2 screws per spliced end. * Blocking: not required except at support beams. 17 HD All 1- Holdown - Embedded Strap Type. * Min. Capacity: Good for 2185 16 uplift. * Holdovers! Use LSTHDS for no rim joist condition. For rim joist condition use LSTHDSRJ. * Nails: Use 16. 16d to full -height stud as follows. * Stud: Use larger of: king stud as spec'd elsewhere: or choice of 2- ?x, 3x, or 4m All 2 - Holdovers - Bolt Type = Hilda ill Use HDU2. ' Lags: Use 6 SDS 1 /4 If 2.5 to kill -height stud per above * Anchor Bolt: If wet set. we 518" diameter SSTB16, or 518" all -thread with nw and 3" washer co embedded end Mia embedment = 12". If too long to fit in footing, bead 90-degrees at bottom of footing. maintain 3" cover at bottom of footing. - If rotchammer. me SB- Titan HD or all thread h epoxy, with 6" min concrete embedment. centered in stem wall. 93 S Slab ' Subgrade: Use structural fill or native material. compacted to 95% relative compaction. It is strongly recommended that all structural fill be checked by a geotecloical consultant. r Vationlab Insulation: May use XPS or EPS rigid fiesta with min., 25 psi compressive strength Under slab. If use& provide and install per insiddion munfactmet's recommendations. = Slab Thickness: Use 4" min. • Reinforcement: Use any of the following: Min.. =3 rebar m 24" OC. each way, centered in slab. Welded wire fabric, oiw - W2.9. 6"x6" (6 Ga.). centered in slab. Splices overlap 8" min. FibermeA per manufacturer's recommendation. Helix micro rebar. min.. 5 Ilm. per cubic yard. ' Control Joints: Maximum reconmmennded spacing = S' OC, each way. This is a can-stractural item and may be changed or omitted by Owner or architectural designer. * Vapor Barrier, Suggest a min.. 6 mil.. plastic vapor barrier under interior slabs. This is a non-structural item and soy be changed or omitted by Owner or NOTE: INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. HGA10 3" m I1 2 , 3112 O HURRICANE TIE @ EXPOSED BEAM 13/61 r 0 0 0 0 0 I U I � ♦I 6" 30B DO OX12 5.Sa9 tatsim Use min., 5.505, 24F-V8 glik n. Min binational =1P Ibis basin a tie heeler for windows below 4 If Ifs barn 31 B son acts, as wed top filela, connect skids and aalions to tOs beam will A35 and screws, typ. If beam beers on was top posits, correct with SDS 114 X 8 @ ITsaw up Mough top pleb Ito babe of bean. 40B ® 1.75XI II A LVL nay took" ae floor joist 41BIM 2, 1.75a11.8 LVLa i- namem b too posh 42B kits 55X16-5 OAmn 43B [N) 1.75MIALVL 44B M 5 5X12 fall 45B 1.5X11.8 LVL or PSL 46B d 5.5X9 PT{famn HUG or HUGO to 47B 5.508, 24F-V8, Pf Intel Min backspin = 14.5'. This bean is the header for openings below a If this beam 478 Cal was Be wag m0 plain• connect suds and mullions to thk beam wall A35 and screws. typ It bean bears on wall top pbb, connect win SOS 114 x 6 @ 12" max up through top pile into bottom of beam Connect this beam to 73P at barlmp"n and u1h CS16 x 37' xedicel strap. each side. cornered on beam ! Post naerseclion for uplm Posts Default nu a rli is Doug Fir No 2 or batter Defier botba COrnreelal ell plate: 2. FC or 2. A34 w screws. or 4. 16d face nab. Default bottom eonnseton on bsann: 2 FC of 2. A34 wah screws. or PCZ. Default bottom connection on conereb. PR, or AB, or ABU, of ASW an CBSO Abnann bottom connection on conueb: 45 rebel or 5:W at Indeed, epoxy 6" cam, onto post bud. and 6" min.. sifted m cone Cone embed may be wet set or epoxy. Ctaout Hie., use Alt 1 al use Alt ]site., use Connector (if blank Notes Use default, above) 70P ® 2- 2x4 4x4 TIP ® 3-2x4 2-2x6 4x6 72P ® 3- 2x6 Bx6 4- 2A 73P CD 2- 2x6 sister to 71 P and connect van SDS P4x6 2" UNLESS OTHERWISE NOTED: - MANUFACTURED TRUSSES 24" O.C. - 11 RD ROOF DIAPHRAGM TYP. - COMPOSITION ROOFING - 2 X 8 FASCIA - TRUSSES TO USE H2.5A SIMPSON TIES - EAVE DETAIL 1/A6 5 I/T X IS' GLB ROOF BEAM - TOP @ 121 Tar - EXPOSED 5 17 X 1T GLB POST -POST TO BEAM BRACKET (A/At) 5 17 X IS"GLB ROOF BEAM - TOP D 121 tAl-- EXPOSED 5 17 X 15" GLB ROOF BEAM - TOP @ 12l 1/0' - EXPOSED 5 17 X 12" GLB POST POST TO BEAM BRACKET (A/At) - - f0 2'-0" 2'-0" f.1 0 N I/ L�, r-0. e 3" sI n . 1 � a 6 4 m AC n Z3/j6 0 0 rW� 1~ H2.5A0 SIMPSON AC6 O HURRICANE TIE @ TRUSSES © POST CAP 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. ROOF DIAPHRAGM EDGE NAILED TO BLOCK. NAIL BLOCK TO BLOCKING BEHIND SHEATHING SCREW OR RING SHANK W/ 16d @ 6" O.C. STAGGERED PER CALLOUT 1 SDS OR PITCH 22� 2 X4 BLOCKING CONTINUOUS LEDGERLOK VARIES 7116" SHEATHING BEHIND TOP CHORD OF TRUSS j NAIL TO STUDS W/ (2) 16d LEDGER PER CALLOUT ROOFING PER PLAN MANUF. TRUSS 2 X 6 BLOCKING CONTINUOUS SIMPSON SHEAR WALL FOR SLOPED TRUSS FOR HANGER. HANGER PER PLAN SED SLOPED HANGER LU112�6�GO�Rq NAIL TO STUDS W/ (3) 16d. NAIL WALL SHEATHING SHEARWALL PEIi PLAN BLOCKING W/ 8d @ 4- OTO MONO TRUSS CONNECTION TO BEARING WALL PERPENDICULAR CONDITION LOWER ROOF CONNECTION TO SHEAR WALL SCALE: 1/2 = 1' PLATE @ 1091/8' 1T HEEL N_ c7 \ GIRDER TRUSS / ♦3:12 Y=72�/ � J m -w \ \ @_ �- w' J ♦3:12 / GIRDER TRUSS N ai PLATE @ log 1/8" -12^HEEL MANUF. TRUSS 0 N 0 N A 4 5 qg 10 r , 2-0" 2'-0" 24'-0" 0 0 (V N o PLATE @ 109 1/8' 04 1 ♦ - 12" HEEL N N - #t3 � 7PLATE @ 1091/8'Crj M12" HEEL 12 " GIRDER TRUSS -0 �,i: (NOINT. BEARING) 3:12 I co 0. g ' \ M \ i,� / — = N (L \ \ Lu \\ \\I 3:12♦ a 41-Cr 1 \ CHIMNEY PENETRATION 3:12 \ / 3:12mb, \ / 3 CEILING TRANSITION/ Y K / 326 — _ to t 12 �th r- �w, xo J LU �_ ♦3:12 I 3:12 W --- �= W REARING WALL CL F- / PLATE @ 137 + -12" HEEL / ce) / 3:120100, CEILING TRANSITION n W @__ ol w ~ N ��- to rn W`3 / 132" CEILING AREA / W IY a ' . 1� ♦312 ?----------< K 03:12♦ � w d W o �= m \ N r3 5� N a BEARING WALL A I \ N) \ lTE @ 109 1/8- \ \ 12" HEEL O m \ ♦3:12 D I \ \ 3:12ul Lu \ d 1D \ 13 N_ \ Z 0: \ co \ \ *3'12 3:12♦ \ \ PLATE @ 132" 12"1HEEL CEILING TRANSITION \ —rr- GIRDERTRU S 8_ 3:12♦ + II I f Y � �, p; SHEAR WALL ENGINEERS COMPOSITION ROOFING PER PLAN MARK 7/16" SHEATHING \ _SCREW OR RING SHANK 1 AIR BAFFLE WI 1' GAP PER CALLOUT 80 3 -LOWER ROOF 7 HEEL PER PLAN TOP CHORD OF TRUSS OR MIN. HEIGHT ALUM. DRIP EDGE D BLOCK TO MATCH RAFTERS. LEDGER LOK OR GUTTE 2X4Tp11. SDS LAGS PER CALLOUT 64L. T&G PINE CI 2 X 8 FASCIA SIMPSON HGA10 LEDGER PER CALLOUT STRIP VENT EXPOSED GLB PER PLAN ENCLOSED SOFFIT - - _ _ 2,-0" [PARALLEL CONDITION PA 2 TRUSS TAIL @ BEAM DETAIL SCALE: 1/2 = 1' 4 A9 COMPOSITION ROOFING III: d II II II PLATE @ 109 1/8' 12' HEEL 7116" SHEATHING AIR BAFFLE W/ i" GAP MANUF TRUSS 3 R49 INSULATION 17 HEEL TYP. / ALUM. DRIP EDGE RGUTTE 5/4 X 8 PRIMEDFASCIA STRIP VENT VENTED BLOCK ENCLOSED SOFFIT SHEETROCK• F•--- 2'-W 1/2" SHEETROCK TYP. OVERHANG 2 X 6 WALL R-21 INSULATION 1 TYPICAL EAVE DETAIL SCALE: 1Q = 1' \ W N \ a, \\ 11 517 x 1T GLB CANTILEVER ROOF I OP 01091ay-CON (BEAM IS HEADEI 1 A;V 3:12♦ 04 II 512"x 1T GLB -CTOPANTILEVER ROOF BEAM EXPOS T-0" N I M Ir C4 UPPER LEVEL WALLS AND ROOF FRAMING -ROOF DIAPHRAGM IS 11RD, TYP. -TRUSSES AND LAYOUT ARE OPA, TYP -ALL EXTERIOR WALLS ARE 1 PW, TYP. -NO HOLDOWNS REQUIRED AT THIS LEVEL. -FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. 15 FtaR 7,T£An.S aN LY . 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. 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 314" 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 PLAN AREAS MAIN FLOOR 1,899 SQ.FT. BASEMENT 994 SQ.FT. TOTAL LIVING AREA: 2,893 SORT. GARAGE 519+293=812 SQ.FT. ENTRY 73 SQ.FT" COVERED DECK OPEN DECK 112 49 SQ.FT. SQ.FT. PATIO 161 SQ.FT. M.TRAFTON DRAFTED BY J. STERLING 1/4" = 1' U.N.O. 03-21-2020 'ZR V U) W =0 Cz O W z z lY a \ W LL E U C 0 � U N N co C a 0 U I Z W Ch M 2 p CO n N CD a ¢ `n Q o �-' � N Y 04 z .J W X 00 VM< z Zw3: w W c� � � p Cl)C)-00IXW U Cn cYj 0 p 0Q a NQ co INITIA 1 l of =-w 13, ��ss mro ODOZ #$eo =oma of wa�o h= BUILDING SECTION DETAILS COMPOSITE ROOFING, ROOF SHEATHING PER STRUCTURAL, MANUFACTURED TRUSSES 24" O.C., R-49 INSULATION, 5/8" GWB CEILING FINISH M.TRAFTON J. STERLING PLAN AREAS MAIN FLOOR 1,899 SQ.FT. BASEMENT 994 SQ.FT. TOTAL LIVING AREA: 2,893 SQ.FT. GARAGE 519+293=812 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 112 SQ.FT. OPEN DECK 49 SQ.FT. PATIO 161 SQ.FT. BUILDING HT KMPER HT. XRESTRICTION OVE467.13' BUILDING ALL UPPER PLATE HT. @ LIVING ROOM MAIN FL PLATE HT. 452.5' MAIN FLOOR PLATE HT. 448.25' AVG. ORG. GRADE 442.6' BASEMENT FLOOR 43MID POINT OF 9.5' LOT MAX BUILDING HT. KMPER HT RESTRICTION 3' BUILDING H LL 467.1T. I 1 NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR UPPER PLATE HT. @ LIVING ROOM MAIN FL. Y GREAT ROOM S. WALL PLATE HT. UPPER WINDOW HEADERS N _ TYP. WINDOW HEADERS c � N ' � r pqj O 00 - o o o � o o oD co 452.5' MAIN FLOOR 2 5l8' FLOOR SYSTEM PLATE HT. TYR WINDOW HEADERS v 448 25 AVG. ORG. GRADE aD o Go W I 442.6' BASEMENT FLOOR 439.5' MID ELEVATION POINT OFF L cD CONTINUOUS ALUMINUM GUTTER, 2X8 FASCIA, VENTED SOFFIT FIBER CEMENT BOARD/ PANEL SOFFIT FINISH, R-38 INSULATION AT CANTILEVER CONDITION ®(A) T&G TK CEDAR AT COVERED ENTRY CEILING (B) T&G TK CEDAR WITHIN BEAM PERIMETER AT COVERED DECK 151 GLU-LAM BEAM/ POST PER PLAN. EXPOSED WITH NATURAL FINISH. CUSTOM STEEL CONNECTORS PER Al DETAILS ©SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, 1/2" GWB INTERIOR FINISH BEAM PER STRUCTURAL 7 ®FLOOR DIAPHRAGM PER STRUCTURAL, 5/8" GWB CEILING FINISH DECK FRAMING AND FINISH PER STRUCTURAL AND ELEVATIONS 2X4 INTERIOR WALL FRAMING, 1/2" GWB FINISH, 10 FUR OUT BASEMENT WALLS PER VA3 36" GUARDRAIL ASSEMBLY: 12" TALL CABLE 11 RAILING OVER 2X6 CEDAR CAP OVER FRAMED 2X4 GUARDRAIL WALL 36" CABLE RAILING 12 CHIMNEY CHASE AND METAL CAP 13 BUILDING SECTION 1 114" = 1' U.N.O. 03-21-2020 0 U C O � U N W C Q O U O > 2) Z -0 11) c _� � Oc> N n 0 2Sz m 1 Q A 5 '�-0 > N Y z U Q0) z Z Lu w LU cq c) —0 W U U) cYj 0 p L) < O z M oQW� Z Ozo�w �a amo w3u�� F Wp.ERW U °w NFaW W < WI-iFi / �/A/ f360 / �=woao ' ^ a_ V =�z <� wa a z wozNp 3� z boa _ oui» woz�� I� J zwpGoo SQVV mw�o oz.l oz., m �� a�z OWNER APPROVAL INITIAL: PAGE #: A7 PAGE: 12of ..5 6 W z z a BUILDING SECTION 2 BUILDING SECTION DETAILS I M. TRAFTON PLAN AREAS MAIN FLOOR 1,899 SQ.FT. BASEMENT 994 SQ.FT. TOTAL LIVING AREA: 2,893 SO.FT. GARAGE 519+293=812 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 112 SQ.FT. OPEN DECK 49 SQ.FT. PATIO 161 SQ.FT. BUILDING HT. 4 K7 PER HATXRESTRICTION 7.13' BUILODING HT 46 UPPER PLATE HT. LIVING ROOM MAIN FL. PLATE HT. 0 bo N 452.5' MAIN FLOOR PLATE HT. 44S•25' AV GRADE 442.6' BASEMENT 4' MID ELEVATI POINT OP N 39.5 MAX BUILDING HT. 'ER HT RESTRICTION OVERALL 3K2 BUILDING HT. NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR _GREAT ROOM S. WALL UPPER WINDOW HEADERS N r TW. WINDOW HEADERS rn N � 0 , o o � o D � bo 5V FLOOR SYSTEM TYR WINDOW HEADERS co 03 1 NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR I UPPER PLATE HT. @ LIVING ROOM MAIN FL. GREAT ROOM S. WALL I '4 PLATE HT. UPPER WINDOW HEADERS L3 TYP. WINDOWHEADERS Of CV � CD O O _ I O � � 4 o io 50 N 452.5' MAIN FLOOR 2 5/S' FLOOR SYSTEM PLATE HT. � TYP. WINDOW HEADERS - - 44o. AV GRADE Do o ao W 6' BASEMENT FLOOR 1 ELEVATION 5 MID POINT OF LI OD Do 9 J -_FfT _-----_-_-- _-__-- lfl OI IO M. 9I© COMPOSITE ROOFING, ROOF SHEATHING PER STRUCTURAL, MANUFACTURED TRUSSES 24" O.C., J. STERLING R-49 INSULATION, 5/8" GWB CEILING FINISH CONTINUOUS ALUMINUM GUTTER, 2X8 FASCIA, VENTED SOFFIT 1/4" = 1' U.N.O. FIBER CEMENT BOARD/ PANEL SOFFIT FINISH, R-38 INSULATION AT CANTILEVER CONDITION 03-21-2020 (A) T&G TK CEDAR AT COVERED ENTRY CEILING 4 (B) T&G TK CEDAR WITHIN BEAM PERIMETER AT COVERED DECK GLU-LAM BEAM/ POST PER PLAN. EXPOSED WITH NATURAL FINISH. CUSTOM STEEL CONNECTORS PERA1 DETAILS ❑SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 6 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, 1/2" GWB INTERIOR FINISH ❑BEAM PER STRUCTURAL 7 Ww ®FLOOR DIAPHRAGM PER STRUCTURAL, 5/8" GWB CEILING FINISH DECK FRAMING AND FINISH PER STRUCTURALAND ELEVATIONS 2X4 INTERIOR WALL FRAMING, 1/2" GWB FINISH, 10 FUR OUT BASEMENT WALLS PER 1/A3 36" GUARDRAIL ASSEMBLY: 12" TALL CABLE 11 RAILING OVER 2X6 CEDAR CAP OVER FRAMED 2X4 GUARDRAIL WALL / 12 36" CABLE RAILING 0 U c CHIMNEY CHASE AND METAL CAP 13 CN co C Q o 14 0LL U Z W �c") M I*- C 15 o m° � ° N 0 Qz CD 0 Do d Q C60 16 BUILDING SECTION 3 ti a O 4-0 N LL O J W Qrn Vaa z Z Lu 3: C)-0 w U�C/)VO Lu o wa z a rna M LLW� Z o = ��ouw O ate= o = 6 0 z U i� W biEf� U) Z�uo r n z�s�o eo Ga V �oi2 Z K F ;ND =z�O _ O4? wW Q F OQ OUV J p 6¢d.UU mzi L6 HIZ .0 m o=m< .00i OWNER APPROVAL INITIAL: PAGE #: A8 PAGE: BUILDING SECTION 41 3 .'f lg' NI N 5 PLAN AREAS MAIN FLOOR 1,899 SQ.FT. BASEMENT 994 SQ.FT. TOTAL LIVING AREA: 2,893 SQ.FT. GARAGE 519+293=812 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 112 SQ.FT. OPEN DECK 49 SQ.FT. PATIO 161 SQ.FT. EXTERIOR DETAILS M. TRAFTON 0 DRAFTED BY a COMPOSITE ROOFING " J. STERLING W SCALE CONTINUOUS ALUMINUM GUTTER, 2X8 FASCIA, 2 VENTED SOFFIT 1/4" = 1' U.N.O. �n 0 NOTE: VERIFY ALL HEADER ❑ FIBER CEMENT BOARD/ PANEL SOFFIT FINISH - z HEIGHTS WITH SUPERVISOR 3 03-21-2020 d 0. 1 3 2 (A) T&G TK CEDAR AT COVERED ENTRY CEILING ® (B) T&G TK CEDAR WITHIN BEAM PERIMETER AT 3 2 EADGREATROONS.WAU COVERED DECK 3 2 ER WINDOW HERS 5 UPPER N GLU-LAM BEAM/ POST PER PLAN. EXPOSED WITH 46 nP. WINDOW HEADERS NATURAL FINISH. CUSTOM STEEL CONNECTORS ; o I N PER Al DETAILS. ©' w06 cols Plc � o FIBER CEMENT PANEL SIDING, INSTALL WITH ALUM. °�O Q 161 TRANSITIONS, PRIMED SPRUCE @ INSIDE S CORNERS, W METAL @ OUTSIDE CORNERS 0 s o o co I4" REVEAL HORIZONTAL LAP FIBER CEMENT SIDING W s W 10 2656 CASE W04 2656 CASE 0 W092656 FIX CASE W124060 PIC 11 6 ❑ 4" REVEAL HORIZONTAL ACCENT SIDING- VERIFY 12 5/8' FLOOR SYSTEM a - 13 nP.WINDOW HEADERS ih ❑ 'SACKED' FINISH AT EXPOSED CONCRETE 2 9 a m ARCHITECTURAL ACCENT FEATURE- VERIFY -1 10 co € - D21 3080 w3D 3oa1a CASE 36" GUARDRAIL ASSEMBLY: 12" TALL CABLE 11 RAILING OVER 2X6 CEDAR CAP OVER FRAMED 2X4 1 GUARDRAIL WALL co LL HORIZONTAL WATER TABLE TRANSITION 12 E 0 SKIP SHEATHING AT UNDERSIDE OF DECK 13 U N 00 ❑ CHIMNEY CAP < 0 14 0 2) LL 0-) U) Z M I -C M 15 o m° N in o Q m co aQ 16 NORTH-EAST ELEVATION z J w Q00 rn z V as z Z Lu MAX BUILDING HT. 14 J Q 6467.5' PER HT. RESTRICTION U Q uJ OVELL 413' BUILDING H 67.T. NOTE: VERIFY ALL HEADER .~Ny HEIGHTS WITH SUPERVISOR \ LL w W UO UPPER PLATE HT. 2 3 N Q LIVING ROOM - 0 LL z MAIN FL. UPPER ROOM 3 2 — -- 2 3 a O N PLATE HT ai C4 5 —_ M r nP. WINDOW HEADERS _- e io N ' 0 8 00 rn o ❑ o o o - 7 $� o BO -12 L o=S co N O _ W0512080 PATIO DOOR W204060 PIC W194060 PIC W024060 PIC W014060 PIC W034060 PIC W174060 PIC w� �BuE Z °UWF 452.5' MAIN FLOOR 6 11 © --- "w"o 2 5I8' FLOOR SYSTEM _ W w PLATE HT - - _°ywy (h nP. WINDOW HEADERS zrZ oa wf22 Y oO '= § �t p0 w3ui% 448.25' AVG. ORG. GRADE c0 _ N oa�Go cD Q K 2QU Q: O bW Q5- oz W 27 3050 CASE W 28 3050 CASE. -. N pRnpZ�W �K�VU - W26 3050 FIX PIC W25 4056 CASE iW234056F]XCASEI W244056 CASE -__ iwuoo nKWQyV 00 I 1 1 1 zti 080. Q pUF 36y0 442.6' BASEMENTFLOOR Does �6l6-Q W F CCN2 439.5' MIDPOINT OFF LOT OWNER APPROVAL INITIAL: PAGE #: PAGE: y I NORTH-WEST ELEVATION I-COMPOSITE ROOFING , kky,I■Ir:7_Iato] l I DRAFTED BY J. STERLING 467.5' PER HTXRES RING HT. 7.13' BUILD 46 UPPER PLi @ LIVING M PL 452.5' MAIN 101 448 61 AV( 442.6' BASEMENT 439.5' ELEVA MID POINT MAX BUILDI"'^ "T 467.5 PER HT RESTRI 13' BUILD K UPPER PU @ LMNG M PL 452.5' MAIN PLL 448 5' AV( PLAN AREAS MAIN FLOOR 1,899 S442.6' I BASEMENT 994 SQ.FT. TOTAL LIVING AREA: 2,893 S 439.5' GARAGE 519+293=812 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 112 SQ.FT. OPEN DECK 49 SQ.FT. PATIO 161 SQ.FT. IASEMENT ELEVA AID POINT CONTINUOUS ALUMINUM GUTTER, 2X8 FASCIA, VENTED SOFFIT 131 FIBER CEMENT BOARD/ PANEL SOFFIT FINISH 3 ®(A) T&G TK CEDAR AT COVERED ENTRY CEILING (B) T&G TK CEDAR WITHIN BEAM PERIMETER AT COVERED DECK GLU-LAM BEAM/ POST PER PLAN. EXPOSED WITH NATURAL FINISH. CUSTOM STEEL CONNECTORS PER Al DETAILS ©FIBER CEMENT PANEL SIDING, INSTALL WITH ALUM. TRANSITIONS, PRIMED SPRUCE @ INSIDE CORNERS, 'X' METAL @ OUTSIDE CORNERS 4" REVEAL HORIZONTAL LAP FIBER CEMENT SIDING 7 ❑ 4" REVEAL HORIZONTAL ACCENT SIDING- VERIFY 'SACKED' FINISH AT EXPOSED CONCRETE 9 1011 ARCHITECTURAL ACCENT FEATURE- VERIFY 36" GUARDRAIL ASSEMBLY: 12" TALL CABLE 11 RAILING OVER 2X6 CEDAR CAP OVER FRAMED 2X4 GUARDRAIL WALL HORIZONTAL WATER TABLE TRANSITION 12 SKIP SHEATHING AT UNDERSIDE OF DECK 13 14 CHIMNEY CAP SOUTH-WEST ELEVATION 1/4" = 1' U.N.O. 03-21-2020 0 U C O N i CD C Q > O U O Z �_ U) N Co F- C M m 0 mC) N rn 0 Q 0 m aQ co r` Q O N o J W Q04 rn z ZLa N w w � W cD C) �Lu U w UO p U��a r Z a a C M U) �o� Z 0 0 �Qs< �=e iV Vw gkg�: _ «w =WWW z 0. �3niW W = <_ �UO W _w �o �o N LL O -p "w OV Z» N■ V¢VVW Of W alp° ass:2 ��wo oeo =<go X W _ OWNER APPROVAL INITIAL: PAGE #: A10 PAGE: Sof1g f SOUTH-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: Prefahrirat .d Tr .cc s. 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 Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends that a S:pda. The designs herein are prepared in accordance with the 2015 IBC. structural roofing members shall be designed by a certified professional recognized brand may be used provided that they are equivalent in their and applicable building code. Where Structural Plans do not specifically address a structural element, construct said geotechnical report be performed by a qualified 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. element 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 Inctallatinn: 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, Calrtllatinnc. 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 Engineered Wand - 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 "BI" 'I and installed in accordance with manufacturer's recommendations. if this provision is not adhered to. Nails and screws which will be exposed ,Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from horizontal diaphragm to movement or failure of any kind. (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. A Area I I-beam Comnoc_ite Web /Flan e Joist Products. .tc. The contractor shall 9—� Sim son SDS Wood Screws. Where specified, install per manufacturer's P Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 or better, except where Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical or impact) �1tP (vibratory AC: Asphalt Concrete BI: By Inspection i install the I -Joist products complete with web stiffeners and other blocking 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- BRNG: Bearing (wall usually) / bracing as shown on the Plans and / or as recommended by the 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 backfll minus rocks, lumps, and organic matter, compacted to E: Elastic modulus or Electrical manufacturer. Use length as specified in Plans but never less than required to ensure Nails: Nails called out herein are "common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, similar length nail gun nails 92% relative compaction. ccl Existing eo� Irguctioncalc, Inc. P,�L(ParallPl Strand I umher) and Verca-Lam. Use minimum 2.OE, 2,900 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 CIP: Cast in place concrete psi minimum allowable bending stress. Simpson SD Wood Snrewc. With most Simpson connectors, Contractor 131 diameter nail gun nails required is 8'1.5 = 12. As another example if 16d nails are called out at 4" spacing, the around the structure. Carefully place and compact to 95% relative compaction under and around all pipes. cMu: concrete Masonry unit LVL (Laminar .d Veneer ttmhPr). Use minimum 1.9E, 2,600 psi minimum 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. CO: Calloul or Cleanout Conc: Concrete allowable bending stress. are provided in 1-1/2" and 2-1/2" lengths. Use the length necessary for full Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall Table herein Foundations. Footings on Snil: All footings and foundations to bear on undisturbed existing soil or structural fill. All organic Cont: Continuous S Laminated Strand Lumber .Members indicated as 1.5E shall have �( ) penetration into the member(s) connected. using materials designated for lateral load resistance b nationally -approved manufacturers. All shear walls must be Y and deleterious material beneath footings and foundations to be removed and replaced with structural fill. Bottom of DF: Douglas Fir HF: Hem Fir min., 1.5E modulus of elasticity and 2,300 psi allowable bending stress. 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". HVAC: Heating, Ventilation, and Air Conditioning Members indicated as 1.3E shall have min., 1.3E modulus of elasticity shear walls and shall be built per minimum code. FnnndatinpS, Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, dirt, moss, debris, or GW: Gypsum shear wall and 1,700 psi min. allowable bending stress. Sheathing. PW" walls, use or OSB, minimum thickness and nailing as indicated in Shear Wall Table, oriented " plywood other deleterious substances. Pressure wash as necessary. Use bonding agent nor to concrete on rock. Where P pouring Gyp: Gypsum wall board GLB: Glulam Beam C;Ine-I aminatPd Timhers Unless otherwise noted, all glulam beams shall either direction. "GW" walls re a drywall shear walls, use per Shear Wall Table. rock is sloped less than 4:1 14 ( -degrees), no dowels into rock are necessary. I: r Moment o Inertia - be 24F V4 DF DF. ! Any that span continuously over one or more interior Sheathing Joints. Use blocking behind 'pints if indicated in the Shear Wall Table. With "PW" and "GW" walls no sheathing 1 9 Where rock is sloped 4:1 14-de gees or realer u t 4 r o 5-de ees max use #4 x 18" Ion dowels rotohammere min. ( 9 ) 9 (P 9 )� 9 d IBC: International Building Code 9 supports or are cantilevered, use 24F-V8 DF/DF. Use industrial joints are allowed within 2-feet in any direction of a door or window corner. 8" into solid rock. Rotohammered holes to be'h" diameter, perpendicular to face of rock. No epoxy is necessary. Dowels ICE. Insulated Concrete Form IEBC: International Existing Building Cod M.TRAFTON 0 nr- r,r=-rr-n ry No N J. STERLING t e x 1/4" = 1' U.N.O. m 0 03-21-2020 a a g �Z s C7 W 8 ° 5 s a a U ui 0 U C _o N U N c Q o U LL rn (f) a Z Cn F- Nt _0 w O 0 co mL N to - o a d Z m � Q M Q O Y cV Z J w < rn U a z Z Lu 0) 0 o rJ7 U 70 UJ (� U O U �Q (� Q M VJ WOVU w o��g QttVE = OUW O�a¢wo °i ¢o z N«w awo i'oE E /1/ �s"= p w°° o"`?G 0 0 wozyp U o0-=» D oo=o "O moo Nu �O 000i ZU0 �<6O 2 YaSaO OWNER APPROVAL INITIAL: PAGE #: SO PAGE: 16 of ` 8 LO 70 rOM y 00 P P 9 9 (Y = ) UNO: Unless Otherwise psf In certain cases non -pressure treated lumber may butt against concrete. In these cases use a layer of heavy, asphaltic- Wacherc. Use 3"x3"x.229" washers on all wood mud sill anchor bolts. Such washers may be slott 00 Of . The calculations, drawings, notes, specifications, and / or tables prepareCL M.TRAFTON J. STERLING HDU2 HOLD DOWN Model: 110112-31IS2.5 Anchor Diameter: 1- + Maximum Pliowable i Torsos IIts .I ni oESP SPFHF ='E DDUS 1S91alallon -� I110112 Simikrl �a us PNmna.1124e9 Emeeem..t Noth 61ol aIA1PNn i aF'SP Syenes IF SPmxa AA00� Appinie 1.1n 1 MOE.I Conel,iu [onJllim T„ _ MiawFll Isom./� M Rienll''LPmn H,, 9b 12 10 5 s 9 Aox-,,,e SET 'maw AT M ' f2 !d s 911 +d Wtl,.uol wrfs 10 m Io 1d 10 10 AIrIIw T10 ry,.x.pyo, SEI IS 16 19 IS 1a is ARA" SSiMS IP1E INf21{ 12N IN 1M 1 s..Paee[.eaax"Eera.>ex:.Ix.esD, mx. aRFAMIA"9 W IYIAAa®aEIYaJ•AF1Fa3 n>F[1. wrrrrrr-rnrraFrr.J Pa.ar-wewFxtrYY� oYtl1.Y e.r AVArr F ^xeAOaArAc IR. T_ W.� n F�iFYW AFFNfIb = Fmr r _ I -I r 1 is - url- L I lii IIII 11.1 F OwY w- "mYfrYAw ed1-"n-tYwNfrAWF. •IYg11NMIdI- 4{aal Mlbtln STHD HOLD DOWN I MSTC STRAP a 1 endd e. ;2xie Na6.rt „a,ew,i,m �e a� M one 9 lxrr mw dslvb w e. ,P 2Y I" OYI,mi.. "Fir mI.IN iA ru.r O-e.MN, SHEARWALLTOP CONNECTIONS 0145T`roS SHEARAA ALL L FRAMING OP CONNECTION D1 SHEARPERPENDICULAR LL TOP NE D CULAR TRUSS ON NECTI I�� 'JJJ/ NO SHEATHING SPLICE TRUSS OR RAFTER TRUSS. RAFTER OR JOIST ALT, NOSHEATHNG SPLICE HERE SHEATHING SPLICE TRUSS. RAFTER OR JOIST WL CE LOWER ROOF CONNECTION TO SHEAR WALL PER PLAN REW OR RING SHANK �—LEDGER PER CALLOUi TRUSS OR RAFTER ox awnvaxa. TRUSS HEEL ox mxcmm orrlol TRUSS HEEL NO SHEATHING SPLICE D3 SHEARWALL TOP CONNECTION PERPENDICULAR JOIST JOIST JOIST W/ SHEATHING W/ SHEATHING SPLICE OVER RIM JOIST 1 Y I T N/F"Bm ORGM 1 PW SHEAR WALL TYPE W MINIMUM LENGTH OF SHEAR PANEL. - IF " W" , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. IF'INS" MEANS NOT ASHEAR WALL. BUILD PER CODE MINIMUM CALLOUT STUD MATERIAL NAIL EDGE / FIELD TOP PLATE CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE WIND / SEISMIC MINIMUM SIDES OF WALL SCREW SIZE MAX. FT. MAX. INCHES MINIMUM (SEE STD STRUC. SPACING @STUD MINIMUM SPLICE SPECS.) SPACING IN INCH MINIMUM 17HD 17HD FE LOWER LEVEL WALLS AND MAIN FLOOR FRAMING -ALL FLOOR SHEATHING IS 12FD, TYP. -FLOOR AND DECK JOISTS ARE OPA, TYP. -STAIR FRAMING PER ARCH AND CODE MIN. -DECK DECKING IS 13DD, TYP. TOP OF WALL TOP OF WALL BOTTOM PLATE SILL PLATE& BLOCKING AT CONNECTION AT CONNECTIONAT TO FRAMING MAX MUDSILLANCHOR SILLANCHOR STUDS W/ EDGE UNSUPPORTED I I PERPENDICULAR I SPACING IN TO CONCRETE I MAX SPACING FRAMING FRAMING NAILING EDGES MIN. EMBED 10, 2411 2 X 4 SAWN 611 1 r@ zCONT. SHEATING CONT. SHEATHING 6/12 @ 6" W/ BLOCKING OR 16d @ 6' OR 7/16" OSB ONE SIDE. „ AT 6" MAXTP4 5/8" J-BOLT D 15 16 2 X 6 SAWN 6/12 @ 16"2.5 OR 24- MAX.2 sos AT 36" MAX SEE SIB" TITEN HD APPLY EITHER 48' LAP AI DETAIL SEE E 2IL M. @ 12 O 3" WASHER n n 1 W 168 / 120 OR SIDE DIRECTLY 8d (2) 2X 4 (8) 16d NAILS 2X NA SEE DETAIL @ 12 OR MASAOR 72 / 4 PLYWOOD TO STUDS 18' 12" 2X6 SAWN 6/12@12" MASAP 22' 12" 1.75 X 5.5 LVL 6112 @ 12• D1 D2 D3 10, 16" 2 X 4 SAWN CONT. SHEATING CONT SHEATING f1 OR A34 OR LTP4 W/ BLOCKING OR 5/8" J-BOLT OR 7/16 OSB ONE SIDE. 14' 16" 2 X 6 SAWN H2.5 OR SDWC SDS AT 36" MAX SEE 5l8" TITEN HD APPLY EITHER 48" LAP W� DETAIL SEE E 2IL MAX .25x6 W/ 3" WASHER n " zPw 490 / 350 OR SIDE DIRECTLY 8d 4/12 @ 16" (2) 2X 4 (8) 16d NAILS 2X 2X SEE DETAIL @ 6 OR MASAOR 36 / 4 W PLYWOOD TOSTUDS 18, 12" 2 X 6 SAWN or 12" MASAP 22' 121, 1.75 X 5.5 LVL D1 D2 D3 1/4" = 1' U.N.O. 03-21-2020 E O U C O � N U � 00 C Q > O V m 0 > LL Z LOLE U) w M o C X of F c m w C 00 M 0) m C) `n Q O o DO 0-Q M 1 _ Q Y N z J rW, Q 00 H U D_ Q Z Z Lj 1 (1) W (j 0Qw v �ULul O LLI v�° o Q O �Q a170 rn o"iSu O a-.0< t I 7 ( °�ZO g1E a..L Z Q _ J on Lk ^ ° 0 W.T& Z b OfFZ z x .¢ w zo=a_ C W C w D< z Z. "w I w ozwlf V m,ny5, pz QK5U0 Z M< 6mm o F gist W os W D, <2o OWNER APPROVAL INITIAL: PAGE #: S 00 PAGE: