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HomeMy WebLinkAboutPermit File BLD-2021-0931 3949 Rock Ridge Parkway (7)CODE & PROJECT DESCRIPTION PROJECT INFORMATION Ds.ER��N J. G ZON ���" tz Y o-"�t� OCC,-i `�' JP AND USE: SINGLE FAMILY RESIDENCE CON 1(PE: TYPE-V ALL )N TO COMPLY WITH LOCAL CODES AND ORDINANCES AND THE FOLLOWING: - 2018 INTERNATIONAL RESIDENTIAL CODE - 2018 UNIFORM PLUMBING CODE - 2018 WASHINGTON STATE ENERGY CODE CLIMATE ZONE: 4C ENERGY CREDITS REQUIRED: 6 ENERGY CREDITS TAKEN: ENERGY CREDITS TOTAL: 6 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) OWNER/ DESIGN INFORMATION DESIGNER INFO DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM DRAFTSMAN: JESSE BASS - STRANDBERG CONSTRUCTION INC. EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM BUILDER INFO NAME: STRANDBERG CONSTRUCTION, INC. ADDRESS: 2018 R AVE., ANACORTES WA 98221 TELEPHONE: 360-293-7431 OWNER INFO NAME: WEISBERG-PRICE ADDRESS & TELEPHONE AVAILABLE UPON REQUEST PG# TITLE COVER SHEET C1 SITE PLAN C2 STORMWATER BMPIIS C3 CURB, SIDEWALK, AND DRIVEWAY AO ARCHITECTURAL NOTES Al FOUNDATION PLAN A2 FOUNDATION DETAILS A3 BASEMENT FLOOR PLAN A4 MAIN FLOOR FRAMING PLAN A5 MAIN FLOOR PLAN A6 UPPER FLOOR FRAMING PLAN A7 UPPER FLOOR PLAN A8 ROOF FRAMING PLAN A9 BUILDING SECTIONS A10 BUILDING SECTIONS Al 1 EXTERIOR ELEVATIONS Al2 EXTERIOR ELEVATIONS IF]HIIE W1E11bS1B)1E1KG=1P1K11CIE 1K1EbS111 3949 Rock Ridge Parkway, ANACORTES, WA 98221 LAYOUT PAGE TABLE SO STRUCTURAL NOTES S1 ENGINEERING INFO BASEMENT PLAN S2 ENGINEERING INFO MAIN PLAN S3 ENGINEERING INFO UPPER FLOOR PLAN COMMENTS CONTRACT DATE For each 1200 kWh of electrical generation per housing unit provided annually by on -site wind or solar equipment a 1.0 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs or approved alternate by the code official. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production. CITY OF ANACORTES PLANNING AND BUILDING DEPT: APPROVED PLANS REVIEWED FOR CODE COMPLIANCE PERMIT#: BLD-2021-0931 ADDRESS: 3949 R CK RIDGE PKW APPROVED BY: FIELD INSPECTION. APPROVED PL S SHALL NOT E ALTERED WITHOUT AUTHORIZA ON. DIEIN\CIE DRAFTED BY: PROJECT ADDRESS: J. BASS 3949 Rock Ridge Parkway, 1/4" = 1' U.N.O ANACORTES, WA 98221 DATE 11 /08/2021 PARCEL# P134318 PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. FIRE AREA: 5,529 SF FIRE FLOW REQ.=2,000 GPM NEAREST HYDRANT = N/A HOUSE TO HAVE FIRE SUPPRESSION REVISION TABLE PG# DATE DESCRIPTION FINAL EQUIPMENT AND OPTIONS TO MEET OR EXCEED THE REQUIRED 6 TOTAL CREDITS TaNe R406.2 Fuel Normalization Credits Fuel Normalization -Sstem No. Full Description Selecc System Type Credits Energy Credits Total Credits Combustion heating equipment meeting minimum federal efficiency standards for the u.v Min Federal Efficiency System v - .0 e?uiFment listed in {able C403.3.21;4: or C403.3.21;E•} Table R406.3 Energy Credits 0 [ion No. cat Select Options Energy -Credits Brief Descri #ion of Selected O tions- i Efficient Building Envelope Qption 1,3 0.5 U 0.2S - indcwsi R- 9 floors or R-10 Fully insulated slab. Qr 5% reduction in UA 2 Lair Leakage Control and Efficient Ventilation Gption 2.1 0.5 a.0 ACHE0 r High efficiency fans i For R-2, 0.3 cfm per ft2 at 50 Pa. i High efficiency fans ? High Efficiency HVAC Qption 3.1 1.0 High Efficiency Fossil fuel -fired furnace or boilero s primary heating system QAin AFUE 915% for furnace or ,.0% for boiler) 4 High Efficiency HVAC Distribution System Not Setecfed 0.0 - 5.1 Efficient ','Suter Heating bfot Selected 0.0 - 5.2-5.6 Efficient };dater Heating Option 5.5 2.0 NEEA Tier a heat pump water heater 6 Renewable Electric Energy 2.400 Mi Gption 8,1 2.0 On -site wind or solar electric energy 7 Appliance Package Not -Selected 0.0 - Total Energy Credits 6.0 0 CN N 00 U) M C: Q o U O > 2) LL w .0 Q Q w 0 z p U rn N � J J Qoz � Q m I coN Q co W - o U - �� z w�� < or) F__ z z �� w0 C) w�U) 0 W F__ m VJ U 0O W � O - W � a_ LL] 3: (3) �a z> Q Q U w00Z0D � �ZUU O�Q 0O�w� w2z, 00- oa�0 ZW�ow �_�ZZ~ w U¢ mW� �r NNQw LU a oxaHxN_zUa zwwow roo n=g O0?M< ow^ ow0 wr � 23w w Eaz_z Za'M Qa8 ZUO w 00000 aW�mQ �=Z�ir °z�Zo N oQZ C�Uz7� O W0ZWW OVU 0a U Qw000 a.0-0�zz 000= O Z U H 2a�o oC'mQ waZo = r w Nz I OWNER APPROVAL I INITIAL: PAGE I PAGE: I 1 of 21 X w LL VICINITY MAP- NO SCALE Yf QFOgCOD�C,O m% _ y F r' ��FIEL10lzQ Se � r N t1� c9 �. ��• — � ,of � r �o454' % (091 k • � • , � �17C � � \ � y'c'S } a/ ' 455 Ftic� \ REFERENCE POINT ON ALu t 456 \ PROP. LINE /� C2 457' A \ 50 FT TO NW CORNER \ C2 \ \ \ 459' \ / THIS AREA TO POTENTIALLY BE 101095 SF\ A TERRACED GARDEN AREA / �, VERIFY WITH CUSTOMER @EXCAVATION / // � 'po, 458'' / OQp., \ \ \ G) / ELEV. \ \ Fti B \ C2 � � O \ /01461 v ,Q) \ \ 440'<� v / 4' 462' 4 \ / 465 463' ' 466' N \ / / / \ D \ \ C2 B SFR � ,v C2 S.F SLAB FLOOR F F = 464' / AVG. ORG. GRADE = 457.94'v� \ y° C2 �P 445' / o i ELEV. i �Q �P GARAGE 448.5' FF-464 23,E ` / �/ / vv //vim V `� E 54" v 450' \ / BUILDING \ \ j \ FOOTPRINT = 2,519 SF \ \ SLAB'FLOOR h A1SF / v LOT SIZE = 10,095 SF / C2 S�0 / A ; (24.95% LOT COV.) / \ / 151' 77 / C2 a ssFV s s's° i v ` a a 45 '�- 457'' ` 45� c� ' os`OZF C2 E64.5\\ GP�o, 458456' �� 459' � � ,��� � r / 1S0� 462' �NEW PRROCKED REDI- 454'1 4D / / Oo 0� g� RETAINING WALL \ (VERIFY LOCATION/ PORCH 1 1 ELF / �460 CONNECTION) 455 63.75 \ 66' o�o�� 461' a ,�' \ 464 463 P� NEW REDI-ROCK CO I i RETAINING WALL � 465' \ �'��� DRIVEWAY CATCH BASIN �O / / � \ CATCH SD �- B 05 TO TIE INTO SD TIGHTLIN O \3TIGHTLINE C2 Q) / DRIVEWAY TO SLOPE TOWARDS EXISTING SHARED ACCESS g� DRIVEWAY WITH NO MORE THAN A 20% SLOPE i / ,70 0/�''OF C2 d A \ REFERENCE POINT ON �+ / PROP. LINE rQ V V� _ / EXISTING REDI-ROCK / 50 FT TO NW CORNER ��++ '�, � � RETAINING WALL / v B � / 'Ott v WATER CONNECTION / Q, 6" SD STUB 6 SS STUB i / DRIVEWAY AREA UP TO PROPERTY LINE 1,006 S.F. I `Q \ a � G Q 4 e � J as PROPOSED CONCRETE WASHOUT AREA d da OR MAY USE SHARED CONCRETE WASHOUT LOCATED OFFSITE IN ROCK RIDGE DEVELOPMENT d a 4 _ a DESIGNED BY: N LANDSCAPE LEGEND J. STERLING N DRAFTED BY: LAWN AREA OR J. BASS EXISTING VEGETATION 0 z 1/8" = 1' U.N.O. CONCRETE DRIVE DATE o 11 /08/2021 MULCH - PLANTING BED EXISTING BEDROCK DECIDUOUS TREEo Yf5 X 00 d CONIFER TREE 0 7 a a SHRUBS / PLANTINGS C z z U REQUIRED LANDSCAPING Z CALCULATIONS N SITE AREA 10,095 SF 00 (� % OF SITE AREA TO BE LANDSCAPED 20% - R2 ZONE �v (PER AMC TABLES 19.42.020-.030) 2,017.2 SQ. FT. REQUIRED U) N N.' ♦ 3,000+ SQ. FT. PROVIDED iLi /� • b COMPLIANCE WITH AMC CH. 16.50 TREE UNIT CREDITS REQUIRED: .`� TREE PRESERVATION - 11 TREE UNITS REQUIRED (SITE AREA/1,000 SF) p TREE UNIT CREDITS RETAINED: �? - 0 TREES 6" DBH = 0 TREE UNIT c: CREDITS RETAINED O TREE UNIT CREDITS PROVIDED: U 5 NEW DECIDUOUS TREES N (MIN. 2" CALIPER @ 6" ABOVE GROUND) 00 U) 6 NEW EVERGREEN TREES (8' MIN. IN HEIGHT) j 0 U C LOT INFORMATION z u.i w � w � 0 PARCEL# P134318 o J () N LOT SIZE: 10,095 SF SQ.FT. m Q N Q co �I PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. CLEARING LIMIT AREA: 10,095 SF SQ. FT. MAX BUILDING COVERAGE (35%): 3,533.25 SQ.FT. ACTUAL BUILDING COVERAGE (24.95%): 2,519 SQ.FT. ui NON -POLLUTION GEN. HARD SURFACE AREA: 2,819 SQ.FT. POLLUTION GEN. HARD SURFACE AREA: 1,006 SQ. FT. Ocu c N TOTAL IMPERVIOUS AREA: 3,825 SQ.FT. z z i m � U �m OVERALL BUILDING HEIGHT: 35'-0 0- Q z Z MINIMUM REQUIREMENT #2 BMP'S Lu w J -2 U) A BMP T5.13: POST -CONSTRUCTION U u— Lu C2 SOIL QUALITY AND DEPTH W U B c) 00 C2 BMP C233: SILT FENCE Lu Lu Of(� O z C BMP C105: STABILIZED CONSTRUCTION m Q C2 ENTRANCE / EXIT M D STORM DRAIN INLET PROTECTION C2 1-40.20-00 E BMP C235: WATTLES C2 a ,Izm w 00. F BMP C123: PLASTIC COVERING oZUU zoaa ocow� C2 / SOIL STOCKPILE w�=� awoa ZZ'0UK �HpZ2 Z. G o�awo C2 BMP C154: CONCRETE WASHOUT AREA z xmQ�� zawwa Z x z a \/�� zw��N pi>wz m�r'00 �n�awt H BMP C130: SURFACE ROUGHENING zw°:~t C2 � w~—wt w�azz QaUO CODE & PROJECT DESCRIPTION W Sao a rto�z pOZUp a��m'a UOz�� wx-mrt ZONING: R2 ZZ�Z° OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE /1 v J ZWUQQ CONSTRUCTION TYPE: TYPE-V "MD °Z== -l- wozl- 0001. p OODU z ruoo ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ZwU00 Q=;�80 amu~iFo ORDINANCES AND THE FOLLOWING: zo8 z zul - 2018 INTERNATIONAL RESIDENTIAL CODE a> =H0 -2018 UNIFORM PLUMBING CODE oomQ - 2018 WASHINGTON STATE ENERGY CODE Z w O a Z OWNER / DESIGN INFORMATION OWNER APPROVAL DESIGNER INFO DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM INITIAL: PAGE #: DRAFTSMAN: JESSE BASS - STRANDBERG CONSTRUCTION INC. EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM BUILDER INFO c 1 NAME: STRANDBERG CONSTRUCTION, INC. ADDRESS: 2018 R AVE., ANACORTES WA 98221 TELEPHONE: 360-293-7431 PAGE: OWNER INFO NAME: WEISBERG-PRICE 2 of 21 ADDRESS & TELEPHONE AVAILABLE UPON REQUEST 0 BMP C154: CONCRETE WASHOUT AREA 0 BMP C235: WATTLES Q BMP C105: STABILIZED CONSTRUCTION ENTRANCE /EXIT a 0 BMP T5.13: POST -CONSTRUCTION SOIL QUALITY AND DESIGNED BY: PURPOSE PURPOSE PURPOSE DEPTH J. STERLING PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW, COMPOST, OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO PURPOSE AND DEFINITION c� DRAFTED BY: FpgCODkCO 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 SPACES AT ENTRANCES AND EXITS FOR CONSTRUCTION SITES. NATURALLY OCCURRING UNDISTURBED SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS o ENTERING SURFACE WATERS OR GROUND WATER. VELOCITYAND CAN SPREAD THE FLOW OF RILLAND SHEET RUNOFF, AND CAN CAPTURE AND RETAIN SEDIMENT. WATTLES ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH. WATTLES ARE PLACED IN SHALLOW TRENCHES CONDITIONS OF USE INCLUDING: WATER INFILTRATION; NUTRIENT, SEDIMENT, AND POLLUTANT ADSORPTION; SEDIMENTAND POLLUTANT N m CONDITIONS OF USE AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES. SEE FIGURE II 4.2.14 WATTLES (P. CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION BIOFILTRATION; WATER INTERFLOW STORAGE AND TRANSMISSION; AND POLLUTANT DECOMPOSITION. THESE FUNCTIONS ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOILAND VEGETATION AND REPLACES IT WITH MINIMAL J . BASS � � CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: 378) FOR TYPICAL CONSTRUCTION DETAILS. WSDOT STANDARD PLAN I-30.30-00 ALSO PROVIDES INFORMATION ON WATTLES SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION TOPSOIL AND SOD. NOT ONLYARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES E a) - CONCRETE IS USED AS A CONSTRUCTION MATERIAL. (HTTP://WWW.WSDOT.WA.GOV/DESIGN/STANDARDS/PLANS.HTM#SECTIONI) PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLYAT THE MAIN SUBDIVISION THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, > o - 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 LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. ON LARGE COMMERCIAL, HIGHWAY, AND ROAD PROJECTS, THE DESIGNER SHOULD FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS, THE CONCENTRATION OF PET WASTES, z T �COjL -CONCRETE TRUCKS, PUMPERS, OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON -SITE. NOTE: IF LESS THAN CONDITIONS OF USE AND POLLUTANTS THATACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITYAND DEPTH REGAINS GREATER - 1/4" - 1 U. N.O. f6 �r Sep AFIELD 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON -SITE, THE WASHWATER MAY BE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN IN STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE PROVIDES INCREASED TREATMENT OF POLLUTANTS 6 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 SWPPR 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. o Lu DRAINS, OPEN DITCHES, OR WATER BODIES, INCLUDING WETLANDS. ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND LIMITATIONS ~ - THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE. GENERALLY, WATTLES ARE TYPICALLY ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL 11 /08/2021 EFFECTIVE FOR ONE TO TWO SEASONS. AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH WILL PROVIDE IMPROVED ON -SITE a - PREVENT RILLING 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 RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITYAND DEPTH BMP BE APPROPRIATE DESIGN CRITERIA 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 NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3- TO 5- INCHES ON CLAY SOILS INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. 3M AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND AREAS WITH HIGH RAINFALL, THE TRENCHES DESIGN GUIDELINES SHOULD BE DUG TO A DEPTH OF 5- TO 7- INCHES, OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. - SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT L81h and Nagging or13 sides - START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP. SPREAD EXCAVATED MATERIAL EVENLYALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. PRACTICABLE. IN ANYAREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOTADJACENT TO PUBLIC RESOURCES AND CRITICALAREAS, TO BE REAPPLIED TO S�Indbaru - CONSTRUCT TRENCHES AT INTERVALS OF 10- TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND OTHER PORTIONS OF THE SITE WHERE FEASIBLE. RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. - SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT BermSandbag INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. 1� PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 110 mg plaslit Iinaig IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. ` ,5 1. ATOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. CJ J V2ries A WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF X INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE Ld Q) STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, 0 1 m ABOVE THE WATTLE. WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. N &trm MAINTENANCE STANDARDS 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS - WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEYARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, A. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE - 0 Section A -A ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. 1 00'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 MUST ALSO HAVE AN 70 a 10 erA plastic irr q � ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN Plan ?Dotes: RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND 1. Actuad iayout LOWLANDS REGION. o det9rrrirled in the. fieikt. B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING A. ABOVE; OR "Below +� Type it de 2. A t4nttele wagh4ut install drivsvva y OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING Z N sign shall be insla�lleKJ cuW rt if there is a th THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. o within lift rrt of the roadside ditch present 4" - B" quarry THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. 3rr. %1irlinrurrl temporary concrete spalls L IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE vxhout fauitity. METHODS LISTED BELOW: 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. o 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED 21 Mod frame RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. B securely fastened GeDtexlil� 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST 2 around enbne ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE- ico N perimeter with two _ APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. 6 i J stakes Varir`s I rnik �12rr4} MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE LL ' DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. plastic tinilg Notes: MAINTENANCE ESTABLISH SOIL QUALITYAND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM U Sake (typ_) l 4.• lranw foals mue9l be12" i. Driveway shall meet minimum thickness COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION. � O Section -13 along LEo 9 ,ad;atenl the requirements Df the permitting agency. PLANT VEGETATION AND MULCH THE AMENDED SOIL AREAAFTER INSTALLATION. LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. 4- N 73 1!fl mil laslic Gnin p g turoadl but bor>1bLrt59t1all bgtltty abut REDUCE AND ADJUST, WHERE POSSIBLE, THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER N >_ Two-siacktd'� 2xl2 Plan 2_ It is recommended that Provide full width the be of ingrexslegress THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. (n rough ,woad frame - --- entrance crawned so that runoff area Q> 0 0) lype .,Above Grade" with Wood Plunks NOT TO SCALE � - 'w drains Off the pad. 0 Lt_ Z > U L _0 ; W � Q 0 J 00 Q N . M � Figure II-4.1.a Figure II-4.1.1 Concrete �Ja hout Area '` Stabilized Construction Entranc a CD z coN Q M DEPARTMENT OF Revis2tl JuLfA 2fa15 SP de�ertids orlsniltypealrld 'f' DEPARTMENT OF Revised June 2015 ECOLOGY s t prHess Sedirrherd, qnrgaflic matter, � ECOLOGY Please see lit'tpl�tvw��x_ecy.wa.gavVr-0pyrrighl.htm! fir copyr�ghi notice inck.lding permissions, F3kease see ht1plJwww.eey.wa.gov/baayrighc.Frsrmlfor copyright notice inGuding permissions. State of YWashingtan familation of liability. and dime airwr_ arrd native seeds are Slate of Washington limitation of Lability, and disclaimer. Caplu red behind the r0t,. w 0 BMP C130: SURFACE ROUGHENING ... 0 STORM DRAIN INLET PROTECTION 1-40.20-00 - Purpose: SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE M U Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity, increases infiltration, and for sediment 0 BMP C233: SILT FENCE 0 N provides trapping through the provision of a rough soil surface. Horizontal depressions are created by operating a tiller or other suitable equipment THE BIGD SHALL HAVE A BUILT IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). PURPOSE LL w N 00 on the contour or by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such 3- - 5' (75-125rrrr:) USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A Z as seeding, mulching, or sodding. 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW. SEE FIGURE r , CC V CONDITIONS OF USE: " $- 1IF' Dia. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3 15 ( )� II-4.2.12 SILT FENCE (P.369) FOR DETAILS ON SILT FENCE CONSTRUCTION. � 0 ' 7 ..L Q All slopes steeper than 3HA V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. �.. x, 1 (2M-2laflmrt'r) CONDITIONS OF USE SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. Z w L Slopes with a stable rock face do not require roughening. � SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH, THROUGH, OR OVER THE TOP OF UJ 0) Slopes where mowing is should not be excessively roughened. five S#ake — J planned THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS w Q U r WX OF OVERLAND FLOW. CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TOASEDIMENT POND. y, 1'x 1" st {F5 x 25a' m) ar+4m DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES. SILT FENCES DO NOT PROVIDE AN ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. taM f ®lGITEFIWE _. _ f ww0�r0 lkNOTE= 1_ Straw ro6J inr.tallation requires t-he and sr�ure stacking �� "" k pla�rrierl! { of the, roll in a trench, 3" - 5" (75-125mm} deep, dug on contour. P _ a a v ! / 0. � Q s s s » �r"e"rAND �5 ,� S � .N.� S��' � Runoff must nut be allowed tti run under or ac-ound mir. NOT TO SCALE ovE�LDw PAS& BY I ' I G. � � 6� GZiFL � � �caPIL � 1 S� zi- � � l P µ o-p }x .''-� o- b BELOW IN=ORA7E DEVICE Joints in frltar fabric shall be spliced LJ_ W M Q +' _ f}ry F I u re 1 14 .2 . 1 4 ��M+++ � s � � at posts. Use staples, vAre fins or � � � } Wattle �� e ufualent to attach fabric to posts a o DEPARTMENT OFcNi;au Revised Nowembur 2U 15 2"x2' by 1 Ga_ wire or equivalent. fF slandard strength fabric used __ + Pleasrx MM W Jtwvw_ert _wa. Nrth' Mr M eli%eee bidudin permissions, P Y f++ Y 4 P { ECOLOGIC ° a �;:FLSiPL �� State of Y.'ashingto-n firtlitaliore[afliatxility,rrtlr_ ❑ ❑ Z> a wool 0 BMP C123: PLASTIC COVERING 7ratJctng,w;ltl matihineryupand dmwn� b a r - zoaa the Slopeprovides grooves that will � � , , � PURPOSE: s a S w u o o catch seed, rainfall- end reduce runoff. + � + � PLASTIC COVERING PROVIDES IMMEDIATE, SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. < a a a Z w o U w CONDITIONS OF USE: ' OT '� SCALEri30= f � � r a w o o3:6Qm �r' illi� PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, -- -r --- --- - -- -- --- - --� EXCEPT AS STATED BELOW. i t I l Z w w w PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. NOTE: THE RELATIVELY Minimum I 6' max I oX=Zw �o� RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM (GREATER THAN SIX Cx4-trench I. I o=> W Z MONTHS) APPLICATIONS. - DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE L , UJ =ter op _ a w 0 �o?xa . o 2 1 2 w w 10W _ ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. Posts c1 be increased y ma 2"x "wDod; posts, steel 8' if backing is w azz - PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON -SITE to wire used fence posts_ or equivalent D � w f , a a o F MEASURES TO COUNTERACT THE INCREASES. CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY D§MNAGEGRATE RE ANGULAR °RA a CLEAN WATER AWAY FROM THESE AREAS. REfRIEVALSYGM f>1P•F o `­ z Zozoo -TO PREVENT UNDERCUTTING, TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. - WHILE PLASTIC IS INEXPENSIVE TO PURCHASE, THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL, AND � m z.= o � a ❑ o 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"x2' by 14 Ga_ wire or equivalent. ZZ�ZZ Z ° ❑ a a THESE MEASURES INCLUDE PLASTIC -COVERED BERMS, CHANNELS, AND PIPES USED TO COVEY CLEAN RAINWATER AWAY if standard strength fabric used G G Z» No-aa 5f}' G" min �15rrr) [154mm) FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM APLASTIC COVERED SLOPE WITH DIRTY RUNOFF FROM A PROJECT. °&°zz zw0oo U ammN0 Filter fabricz= O Z a 000x 2'rrtln �ZCDz a�o o�ma 3 1 C �1 }m it *'r Furrows lzz❑ w �z ~ LL � L� l� BELOW INLET ORATE DEVICE OVEAFiOW �YpASB (TYP.} BaCkf ll 1r6nch with STATEmomr+ nature soil or " - 1.5r washed gravel 12" min . OWNER APPROVAL i3roo} ,QS vAll Catrh seed, fertiiLur, �d aREGISTEMMinimum •. muld7. rainfall, arid decrease lurroff. 4"x4" trench INITIAL: MARK W, MO.001)t PAGE #: NOT TO SCALE ERMI f»olr�fe yfEyy CERTIFICATE rlo. aoassa 2"x2"woad posts_ steel . ..aw....w. �...�.rmw fence posis, or equivalent NOT TO SCALE 9TWTM1194m1� VFW-YIAO-iR�RY STORM DRAIN C 2 Figure I I 4 . 1 . + p Surface Roughening bar Tracking INLET PROTECTION �} Figure 11-4.2.1 �n� Contour I* �r��W HEESTANDARD PLAN 1�1.7fl-00 ST 1 OF 1 SHEET Silt F e n e PAGE: D E P A R T M E N 7 OF Reui59dJalne 2Q15 APPROVED FOR PUBLiC TM �a1�k�hr1� �.��3 DEPARTMENT OF Revised Qctab�er 2014 EC ECOLOGY "'-"'"°°" "01°'"°"°"n1eTi-'�"'°'"" ECOLOGY of 21 Please see hMa� §l�t�w_ecywa.go+ 5 + for yftht no+lie� incudinq pwmissi6m, Please see h17p1Itww4v.ecy.oua.gat+,4eop}l.htmJfor capyright notice inDluding permissions, State of YWasfvanglo-r3 himif�ii>ar1 of 6iabiGly_ �11d �1'r9r_ State of 4r�fashrngton limitation of liability_ and disclaimer. STANDARD PLAN F-10.12-03 - CONCRETE CURBS �w��G1TY F ------------------------ - - - - ---- rn I I VARIES 12" TO 24" FACE OF CURB i FACE OF CURB i FACE OF CURB `�COR1" 1V RI S 1" MAINTAIN 6 112" I 6 112" VARIES FROM 6" (IN) TO 0- (IN) -- I I MAINTAIN 1H : 6V SLOPE �P Fb LnnsseE I (SEE CONTRACT) 1" (IN) R 1 5 112" V I VARIES 1" (IN) ON SIDE OF CURB MATCH ROADWAY MATCH ROADWAY 112" (#N) R. I i" (IN) R. MATCH ROADWAY I R MATCH ROADWAY SLOPE SLOPE 1 � 1 SLOPE I 112'' (IN) R. ^----' SLOPE 1/2" (IN] R. r ❑ - io 112" (IN) R. 1 c is 112" (IN) ROADWAYI 112" (IN) ROADWAY a' I ROADWAY Q - ROADWAqY a I R I 0 2.0°/aA R. LL r ❑' ', ❑ ❑ 1 y a 1 o _ a 9 "D FLUSH NTH GUTTER PAN AT CURB I I 7 1� RAMP ENTRANCE - 112" (IN) VERTICAL 11 112" 11 1R" 1 1' - 6" I 1 1 _ B LIP AT DRIVEWAY ENTRANCE I I I I I I DUAL -FACED CEMENT CONCRETE I CEMENT CONCRETE I DEPRESSED CURB SECTION TRAFFIC CURB AND GUTTER i TRAFFIC CURB AND GUTTER i AT CURB RAMPS AND DRIVEWAY ENTRANCES L----- IUSE THIS DETAIL----- $" 112" (IN) R. 1" (IN) R. fi+ CEMENT CONCRETE NOTE CEMENT CONCRETE OR 112" (IN) R. CURB RAMP, LANDING, n v oo ASPHALT CONCRETE 1"(INj OR DRIVEWAY 1. See Standard Plan F-30.10 for Curb Expansion and SIDEWALK OR PATH VARIES FROM R. ENTRANCE Contraction Joint spacing and see Standard r ,r D 6- (IN) TD 0" (IN) ' :-- . Specification Sections 8-04 and 9-04 for ° q • fl - - .P additional requirements, 318" (IN) PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB J W a x LU FACE OF CURB FACE OF CURB VARIES 12" TO 24" VARIES 1" 10" TO 22" 1" (SEE CONTRACT) 1" (IN) R. V (IN) R. ROADWAY ROADWAY v o- p r ❑ t � 314" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB V - 0n 9' V-0" 1'-0" ROUNDING 2.0% 1 SEE RAISED EDGE DETAIL -- THIS SHEET 2'- 0" SIDEWALK (SEE CONTRACT) 112" (IN) R. (TYP.) 2,0% MAX 318" (IN) PREMOLDED , JOINT FILLER WITH RAISED EDGE SIDEWALK I 318" (IN) PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES FACE OF CURB 6 112" 5 112" 1" 112" (IN) R. 1" (IN) R. ❑ - m ROADWAY P d 7 G 8 11d" 1 CEMENT CONCRETE TRAFFIC CURB FACE OF CURB 71W 3" 4" ---L 1 112" (IN) R. 112" (IN) R. ROADWAY D . 7 6 4p n B 114' MOUNTABLE CEMENT CONCRETE TRAFFIC CURB ,kTI�� pN WA8#1 � w � o �O .�*6� 4363� 4 W [STD N, �s'tONAL LL Harry, Ed May 6 2014 3:31 PM a a CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Rakot.ch, Pawn jz.1a�'-&L'�I- lun 11 2014 1 ?5 PM STATE DESPON ENGINEER Adftk Washington Soars D►paMmeni of TronsparW ion WNW STANDARD PLAN F-30.10-03 - CONCRETE SIDEWALKS _ FOR SIDE TREATMENT SIDEWALK 6 112" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT] } 112" (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM 2 096 MAX SEE STANDARD PLAN F-10.12 1 ti■` FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE MIN. (SEE CONTRACT) 112" (IN) R. (TYP.] ROUNDING CURB NOT INCLUDED IN BID ITEM •0% 1 2.0-4 MAX. SEE STANDARD PLAN F-10.12 318- (I N] A'r PREMOLDED WALL OR BARRIER JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) 0 1' - 0" SIDEWALK 1i2" (i 4) R. Q ALL CUT MIN. (SEE CONTRACT) SLOPES (IN) R. [TYP.] 2 0°/a 1 - CURB NOT INCLUDED IN BID ITEM - - 2.0% MAX. SEE STANDARD PLAN F-10.12 JO. _-- 315" (IN) PREMOLDED JOINT FILLER SEE CURB FACE DETAIL MONOLITHIC CEMENT CONCRETE CURB AND SIDEWALK NOTE 1. Four fleet of the sidewalk width shall be the minimum pedestrian accessible route free of vertical and horizontal obstructions. Gratings, Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the sidewalk must have slip resistant surfaces, be lush with surface, and match grade of the sidewalk. SIDEWALK 318' (IN) PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL ADJACENT TO CURB BRIDGE OR PEDESTRIAN RAILING BARRIER - SEE SIDEWALK CONTRACT PLANS Z�r I (SEE CONTRACT) I 112" (IN) R. (TYP.) r I FLUSH r I v 2 L% MAXI VERTICAL WALL - Na" (IN) PREMOLDED SEE DETAIL JOINT FILLER (TYP.) ADJACENT TO CURB AND RAILING OR WALL 3' 0" MIN. FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) SECTIONS a 2_0% MA7C� (TYP.) A FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING FLUSH IF PAVED ADJACENT TO BUFFER STRIP all �Q LEVEL � 112" CURB NOT INCLUDED IN BID ITEM - 1" (IN) SEE STANDARD PLAN F-10.12 V RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE 318" CURB NOT INCLUDED IN BID ITEM - SEE STANDARD PLAN F-10.12 9 e ji�an�Q - v PREMOLDED JOINT FILLER EXPANSION JOINT STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS VARIES (SEE CONTRACT) BROOMED (SEE NOTE 1) - FINISH [TYP,] I I 318" (IN) EXPANSION JOINT 3" (IN) R. (TYP.) -• SEE STANDARD - mrP J PLAN F-30.10 I I VARIES (SEE CONTRACT) _ BROOMED CEMENT CONC- PEDESTRIAN CURB (TYP.) 318" (IN) EXPANSION JOINT (TYP.) (1030} SEE STANDARD PLAN F-.SEE NOTE 1 FINISH (TYP,) / {WHEN SPECIFIED IN CONTRACT} -- , SEE STANDARD PLAN F-10.12 CEMENT CONC. SIDEWALK CEMENT CONCRETE SIDEWALK MATCH SIDEWALK WIDTH (SEE CONTRACT) 1 7� A --- [SEE CONTRACT] DRIVEWAY ENTRANCE SIDEWALK (TYP.) PLAN VIEW B CEMENT CONCRETE + CEMENT CONCRETE CURB L DRIVEWAY 5' TAPER (TYP.) GUTTER - 0" 2' - 6" C 1, � DRIVEWAY ENTRANCE TYPE 1 R CURB AND GUTTER � AND [SEE NOTE 3) NOTES (TYP.) (TYP.) PLAN VIEW SIDE SLOPE (TYP.) {SEE NOTE TYPE 2 1. When the driveway width exceeds 15' (ft), construct a full depth 15' MAX. (SEE NOTE 8] VARIES 15' MAX. (SEE MOTE 6) expansion joint with 318" (in) joint filler along the driveway centerline. 112" (IN) LIP BETWEEN GRADE [TYP.] (SEE CONTRACT) (TYP.) See Standard Plan F-30.10- Construct expansion joints parallel ROADWAY GUTTER BREAK GRADE BREAK �', GRADE BREAK with the Centerline a5 required at 15' (ft) maximum Spacing when (SEE CONTRACT) (SEE CONTRACT] ANp CURB -OR SEE NOT STEEPER THAN i * driveway widths exceed 30' (ft). CONTRACT PLANS -- ROAD GRADE °. ` • �' 2 t - sidewalk etails. 112" (IN} R, (TYP,] See Standard Plan F 30 10 for sid Ik d DPRESSED CURB E - ! 3. Curb and Gutter shown; see the Contract Plans for the - GUTTER (SEE NOTE 3) PEDESTRIAN RAMP } -PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 for ° CEMENT CONCRETE SIDEWALK (TYP.) ._. SECTION A { ___ 318" {IN} EXPANSION JOINT [TYP_} -- SEE STANDARD PLAN F-30.1D 4_ Curb Details. DRIVEWAY J� Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP or other obstructions in front of driveway entrances. 318" (IN) EXPANSION JOINT (TYP.) - RO [IN] LIP BETWEEN ROADWAY GUTTER 5 Where "GRADE BREAK" is Called out, the entire length of the SEE STANDARD PLAN F-30.1D SECTION � (SEE CONTRACT) (SEE CONTRACT) r AND CURB (OR SEE �J line between the two adjacent surface planes shall be flush. 112" (IN) R. CONTRACT) 8• The Pedestrian Ramp length is not required to exceed15 feet LEGEND (TYP.) DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying SLOPE IN EITHER DIRECTION (SEE CONTRACT) AND GUTTER the 15-foot max_ length (measured from back of sidewalk) the " 1.5 /n OR FLATTER RECOMMENDED FOR ti _ ° Al in (SEE NOTE 3) running slope of the pedestrian ramp is allowed to exceed 6.3n . * DESIGNIFORMWORK (2% MAX.) ° Use a single constant slope from bottom of ramp to top of PIT DESIGNED BY: J. STERLING N DRAFTED BY: o cli J. BASS E aD z° 1/4" = 1' U.N.O. M DATE o 11 /08/2021 DRIVEWAY RAMP - A DRIVEWAY 318" [IN] EXPANSION JOINT (TYP.) -- (SEE NOTE 7) SEE STANDARD PLAN F-30.10 ramp to match into the sidewalk over a horizontal distance of 15 feet. 7. Beyond limits shown. Pay item does not include driveway. 7.5% OR FLATTER RECOMMENDED FOR � +�� * * F 'NAS DESIGN/FORMWORK {$.310 MAX.} rU Hl, (SEE NOTE 6) ��4� �` � J E_ SECTION (B j See Contract Plans. - o "CEMENT CONCRETE DRIVEWAY U ENTRANCE TYPE 2" PRY LIMITS rr, C: "CEMENT CONCRETE DRIVEWAY CONTRACTION JOINT [TYP.] SEE STANDARD PLAN F-30.10 FOR RAMP LENGTHS GREATER THAN 8' 4" PROVIDE ��e 28680 �� �ti 91 O ENTRANCE TYPE V PAY LIMITS - 0 S TS* 0,] CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. n1L' 1 0.1A00 N L DRIVEWAY ' Lcllur, ticuu in C: {SEE NOTE 7] DRIVEWAY Jul 12 2iJ16 d26 PM Q (SEE NOTE 7) CEMENT CONCRETE Ocr r. DRIVEWAY ENTRANCE z LU LU M I CL. 4000 CONCRETE CL. 4000 CONCRETE TYPES 7 2 3 & 4 i - > Q ti : .'' . PER STANDARD SPEC. 8-06.3 :'%" J PER STANDARD SPEC. $-UB.3 f�f STANDARD PLAN F=80.10=D4 w O a, (t3 ISOMETRIC VIEW TYPE 'I - PAY LIMITS - ISOMETRIC VIEW TYPE 2 -- PAY LIMITS SHEET 1 OF 2 SHEETS o Q � J J 00 O Q O z CO APPROVED FOR PUBLICATION CarPeur2r, Jell e'L{ FR. � Jul 15 2016 2;27 PNf .. m N Q (y) S rATE DESIGN ENGINEER Washington Slow DepoMmont of Tmnspartotion STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE i'i a� VARIES GROOMED -- -- FINISH (TYP.) (SEE CONTRACT PLANS) CEMENT CONCRETE SIDEWALK �� MATCH SIDEWALK WIDTH - (SEE CONTRACT] 1 � I � I �k (SEE NOTE 1) BUFFER STRIP (TYP.) E � I PLAN VIEW � � I o TYPE 3 BROOMED FINISH (TYP.) 4" (IN) WIDE, SMOOTH -TROWELED UJ l{ PERIMETER CEMENT CONCRETE CURB C0 (CURB AND GUTTER SHOWN) z NOT INCLUDED IN BID ITEM SEE STANDARD PLAN F-10.12 112" (IN) R (TYP,) MATCH SIDEWALK WIDTH, (SEE CONTRACT) (SEE CONTRACT) DRIVEWAY (SEE NOTE 7) f ---------------- --------------- SIDEWALK J DRIVEWAY 1 DEPRESSED I ION JOINT CURB AND GUTTER 318 (IN) EE STANDARD PLANEXPANSION JOINT [ 30 1 D J RAMP J IN SIDEWALK ONLY SEE NOTE 3} SECTION [ E ] EXPANSION JOINT IN BOTH - ISOMETRIC VIEW JOINT AND FINISH DETAIL ( CONTRACTION JOINT SEE Q B 112" CONTRACTION FACE OF CURB JOINT 5112" 1" • . b v ¢ " (I 1 ROADWAY • . 1Nj R. A _ • ❑ v v ❑ (2 a' CURB FACE DETAIL EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) f- Tlany, I.d May 62}143:41PM CEMENT CONCRETE SIDEWALK STANDARD PLAN F-30.10-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION F3aAalich, Pasch � Jwr i 120ER 1:25 PM STATE DESIGN ENNNEER T Wash i ngWn Stele Dsparfine" of Tro naparlalien "CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3" PAY LIMIT DRIVEWAY _ (SEE NOTE 7) \. CL, 4000 CONCRETE sl- PER STANDARD SPEC. 8-06.3 ISOMETRIC VIEW TYPE 3 - PAY LIMITS - MAX 201 DRIVEWAY WIDTH PER STR_ 28 OF EDS STANDARDS ° UJ 00 z 00 318" (IN) EXPANSION JOINT (TYP.) SEE STANDARD PLAN F-30.10 7 MATCH SIDEWALK WIDTH - UJ W Q% � (SEE CONTRACT) W VARIES 6' - 0" (SEE CONTRACT) UJ ♦ /� U N� v J LL 318" IN EXPANSION JOINT TYP - U M W O ( ] { } v � SEE STANDARD PLAN F-30.10 U tx p - p U �, U LU IL BROOMED N FINISH (TYP.) Lu u) LU 0. U O \rr// �♦ IZI- z o� LU M Q a- �> M 2' - 6" 2' - 8" (TYP,) (TYP.} ` CEMENT CONCRETE L CURB AND GUTTER (SEE NOTE 3) DRIVEWAY ENTRANCE DRIVEWAY ENTRANCE � (SEE NOTE 1) CEMENT CONCRETE '•. SIDE SLOPE (TYP.) F CURB AND GUTTER (SEE NOTE 3) PLAN VIEW TYPE 4 SIDE SLOPE (TYP.) Q Q U "ZM woo - ° THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE ^ z 8 o° w� W.2Zo s awoa J / a � (D ZZoUK a�zzoM4 (SEE CONTRACT) Q �F�amo 03:g<m 112" LIP BETWEEN ROADWAY 112" LIP BETWEEN ROADWAY z a w w a ox=za {IN} I° (IN) z w U O GUTTER AND CURB (OR SEE 112" (IN} R. [TYP.} GUTTER AND CURB (DR SEE CD l- 1 1 I o=> W Z CONTRACT) CONTRACT) w N Z w .., • •�� zZo2�2 =- rt 1 WFaaz �O=LL DRIVEWAY J I z a o 0 0 {SEE NOTE 7] DRIVEWAY i DEPRESSED �Z"°o a rr o z RAMP SECTION l t J CURB AND GUTTER Q w rn � t- a� o m (SEE NOTE 3] .. ° o "CEMENT CONCRETE DRIVEWAY ENTRANCI DRIVEWA [SEE NOTE CL, 4000 CONCRETE PER STANDARD SPEC, 8-06,3 TYPE 4 - PAY LIMITS W °ZC, " °a- as ®'7•a ,� t rn z°w C7UZ�7 oo(H. QF WA Sly,, u aFzz ZwU00 n.r amZ-i No �� Q1 000M A si az0z 2 m -G O z?Z' 615TE� �fONA1, OWNER APPROVAL .Viler, Scott JLLI 18 2016 7:07 AM 1CMENT CONCRETE INITIAL: PAGE #: DRIVEWAY ENTRANCE TYPES 1, 2137 & 4 STANDARD PLAN F-80.10-04 C3 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION PAGE: carpenter, Jeff &VE ter, fiw Jul 18 201612'22 PM STATE DESIGN ENGINEER Affilk Washington Slole Department of Transporalion 4 of 21 Structural C'allouts - C'op4rigltt C'onstructionC:ale, Inc [C'CI) 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 hanger. each end.`n 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.) Trimmer, each end Callout NEU, use Alt 1 min. use Alt 2 miu., use (ifblank use default above.} King Stud, each end (if blank use default above.) WINDOW FLASHING DETAIL STEP 1 NUM 0 PA Per Architect Structural Item- This item and related connectors shall be per architect designer_ 11 RD P �QFogconE C0 t- 'T7 � 'T Y f for Eh - _30 ptf -seismic; Eh - 3__ ptf -wind. Max�'Iaspect ratio = 3:1. ? r r ters- _x at 24 CC, max. t Support: .� ar wall, connect per shear wall callout - top ofwall_ �QCORS o connect to beam, use H2.5, or A34 with screws, or similar, typ- x FFEin�se� dgercallout. OSB or CD%plywood. ? " Sheathing Layout: Case i per IBC _306._.(1} wiling: Use 8d at 6" edges. 12" field. Blocking: ltiot required except at supports and at connections to shear walls below_ M1 ""'"' - . t A' .• r r ,•�7 � ■ -' ,.' 'f r ek rain mum ` 15 Li�� k ' ifl f f� t k !< � T ++*eu. �' .•�d�I` TV`r ek K Of urndoaw d SI EP1 Pr spare the Tyvek WRBfor window installation; A. Make an "FCuC (Stands rd I -Cut) in the TyvoM WAS (modified FCut 75 also accepted) For an"I-Cut", begin with a horizontal cut across the bottom and the top of the w ne ew frame lfgr round too windows, the tut should oegin above the mull IolntJ From the center, tut straight dawn to the sill a Cut two 45 degree slits a minimum of Wextending from the corner of the window head, up and away m frothe win dow opening. This will create a flap above the rough opening to expose sheathing or framing members to allow head flashing lnmilation{seevep4).Fuphead flap upand temporarily secure with ouPowt- ryvek•�Tapa. r,a"N Alt-.M"rlwAt" SeureHwAFl� e K ■ -�J .1 l • Gu I• �k ry Y I t } iV° ;. fV V ALTERNATE METHOD TO SECURE HEAD FLAP In lieu of temporarily taping, the head Rap can be tucked under the Ty%*k'WRB. NOTE: Some windows and Flashing widths may require longer slits. C Fold side Raps into rough opening and secure to inside wall. Cut off excess Raps if desired. W01 W02 W03 W04 W05 W06 W07 W09 W10 W11 W12 20H 2x6. "L" conflg 4x6 21H 2x10- "L" conf g 2- 2x8 4x8 22H 5.5x12 glulam 23H 6x12 5-5x7.5 glulam 3-5x9 glulam. 2 9 9 24H 5-5x9 glulam 3.5x12 glulam 2 2 25 H 2- 2x 1 0 4x 1 0 W13 W14 W15 W16 W17 12 FD FloarDiaphragm - ? � ? " Sheathing: With joists at _4" or 19._" OC, use min., _4 oc rated, APA Sturd-I-Floor; either 14" species group 1, or TY species group 4_ Nlav be OSB or plywood_ Good for 130 psf TL @ L1360 deft_ - " Sheathing: With joists at 16" OC, use min_, 16 ac rated, APA Sturd-I-Floor, min., 19132." thick_ Nlav be OSB or plywood- Good for 245 psf TL a L 360 deft_ x Sheathing Layout. Case 1 per IBC 2306.2.1(2) - Orient sheets continuous over two at more spans, with the long dimension across supports_ ti 'l' Gtu d t h 8d W18 W19W20 W21 W22 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. W23 W24 W25 W26 n rs Dr screwse et an course v 1 ai lug. e, v7 $larkin g: not required except at supports (beams) and connections to shear walls below. Default wall connection: 3" bearing in pocket or on plate with min. 2 studs below. 15 FF Floor-Ta-FloorHaldon-n Default end post connection: LCE. ACE EPC2. ECCQ. or similar. x Min., Capacity: Goad for 1705 lb tension_ Default corner post connection with mitered beams over: LCE4. LCE47. or RTC44. Strap: Use CS 16 vertical strap, length as indicated below. Fill all nail holes with 1 Od. Strap Length: Walls Above and Below Floor: Use 13-min. to each upper- and louver studs. fin_ total Default mid -post connection: LPCZ. PCZ_ CCQ. or Similar_ Ty'Jei TYveL Nca Vx coh»r length= 26- + depth offlaor System. Default beam to cone wall: HGUM hanger with 5/8x4 Titen HD. or GLB wet -set beam seat_ ek „hnd"wJamb_ L� OuP_,_ Strap Length: Wall Above, Beam or Header Below-. Use 13- min- to upper stud, and 13" min to beam Default beam to beam connection_ Hanger: HU_ HUC_ HUCQ or similar Bear an top_ 2. HGA10 TV Fs' `R wxw..1- j or header. Wrap around bottom of beam or header if necessary. NEn. total length = 26- + depth offloor fV } Default Steel Wide Flange-. 50 ksi_ A992 per Std. Struct'I Specs herein. NROWG srl CORRECT system. If upper wall bears directly on a beam, min. strap length •-- _6' . 9 P P Exterior Shear WaU: Attach strap to 2x studs lined up above and below rim joist. Strap to be applied Connector (if blank gk tsr Ty ek iy over wall sheathing. Callout Min., use Alt 1 nun., use Alt 2 min., use Notes use default, above) TYBIIt,Yxrh MA.-` p9fVQT8THEralt ° Ek - If strap falls on header or beam below_ nail to header or beam and wrap around bottom if necessary. 30B 32B (OPA} '?'�''*' TVil 17 HD Alt 1 - Holdown - Embedded Strap Type. it trl x Min. Capacity: Good for 2185 lb uplift- 36B 1.75x14 LVL Holdown: Use LSTTID9 for no rim joist condition_ 36B 2. 1.75x14 LVL 3.5x14 PSL HWPH to 38B STEP 2 - For rim joist Cafldltlon use L 5TT-ID8R1. A Cut DuPont-Ftex1M@p at least 12" LONGER than width of rough opening sill (5). C. Remove narrow release paper. LKe rotl widths sufficient to achieve a mi nimum of 1" adhesion BEYOND where the 6. Fan out the Re W - at turners and adhere umo face o wall. Continue adherin 37B 2. 1.75x14 LVL 3.5x14 PSL HWP to 38B >< t x Na - F ill - r mp9 window rams w be located Qnwrin 7 3' adhasign gnto She Face of he wall, ds : L se 16, 16d to full -height Stud a5 fo11oL4'S. g outer face of wall slang siLL. Coverage of F1mtWrap should he 2'- 3" pntg the fate of x - 6 F I Stud: Use o£ king stud as speed elsewhere; or Choice of 2x, 3x, or Remgvewideoieceg reeasepaper Pas on onho Ixontalsill6yallg Ingthe t ewal Use W16x60 (16-3" x 7" actual dims} with 2- 2x8 or 4x8 nailer on top- connected with 2. SDS 1M x 3 24" up inside edge of thenarrow,elease paper with the face g1thewalt Eg ensure 2"-3" Alt 2 - Holdaitin - Bolt Type 38B through flange. At ends use full bearing on wood member. Connect wl 2. 5/8" x 4" lags through bottom flange to eKofth jamb- Mhere in orougbe opensed he face of the wait withaminimum of5"up Holdown: Use HDU2. exhiamb. Adhere into rough opening. centerline of bearing member. Floor joists to hang on nailer with tap flange hanger. Lags: Use 6 SDS 1'4 x 2.5 to full -height stud per above Anchor Bait: If wet set, use 5.Y diameter SSTB16- or 5f8" all -thread with nut and 3" washer an 39B 4x10 WINDOW FLASHING DETAIL -STEP 3 & 4 embedded end. Min embedment = 12". If too long to fit in footing, bend 90-degrees at bottom of footing, 40B 1-75x14 LVL maintain 3" cover at bottom of footing - If rotohammer. use 51- Titer HD or all thread & epoxy: with 6- min concrete embedment, centered in 41 B- 42B 2- 1.75x14 LVL 3.5x14 PSL stem-,vall_ 43B 6x12 PT 5-5x7.5 PT glulam F • i vrI w 77 M NIullian r a iVdrl General: These are specified mainly to reist out -of -plane wind loads but may also be used to resis in -plane 45B 1.75x11-8 LVL lateral loads if so indicated in calculations_ 46B 2. 1.75x11-8 LVL 3.5x11-8 PSL F �� Mullion: Use min_, 2, 1.75x5.5 L4Is, continuous bottom plate to tap plate_ 47B 2. 1.75x11-8 LVL 3.5x11-8 PSL at wet bar Top and Bottom Connection: Connect at top plate and bottom plate with 2, A34 and screws. 48B 4. 1.75x11-8 LVL 7x11.8 PSL Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC, 49B 2. 1.75x11.8 LVL 3.5x11.8 PSL HUCQ Lr HUC, HUCQ or similar_ ek fV T4L' OPTiaNAt: A Tower' Fe ala ntal Ap ply Sealam o mmanded sealam al al 73 KS lung Stud re sill with er reaw two 71 4' a In the At sides of opening use min 2. L715x5.5 L4T. long studs, continuous bottom plate to top plate_ Use min. _ 5.5x18, 24F V8 glulam_ Min- backspan = 15'_ If this beam acts as wall top plate. connect studs to arat.ntbs �rW� d �r�80�Pd�r ,rt mPo T to b" Fl.�rT ��;oFR7 T - Support header with trimmer or HUC hanger. 50B this beam with A34 and screws_ typ_ If beam bears on wall tap plate_ connect with SIDS 114 x 6 @ 12" max up a n"°°" " "'rn wiv rlrr .ne' nrenecenex9x T-P 74 M Mullion through tap plate into bottom of beam. Connect this beam to 76P with straps, cleats_ or standard hardware_ STEP 3 STEP 4 General: These are specified mainly to reist out -of --plane v ind loads but mav_ also be used to resis in -plane �-pply Tower' Resldemtlal Stalant, or recommended sealnm on three sides (jambs and A. Install window acmrding to manufacturer's instructions. lateral loads if so indicated in calculations. 61B 5.5x12 PT glulam. ?ad)asshownabove- B. Cut two pieces of DuPont" Ftaxhing Tape or DuPont" StralyhTFtash" For jamb ashin extendin "above indnw head Ran a bottom and below b ft g gl w g m edge of silL Mullion: Use mirl_, 2- 1�x6s continuous bottom plate tatop plate- .TOtS#S and Rafters Bashing.Removtreleasepaperandpresstightlyalengsidesofwindowframe. Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC, OPTIONAL If installing a dripcap apart of thewlnduw installation beforethe Default rafter or deck joist to beam connection is cont or skip blocking and H2.5A. or H 1 - or A34 with screws. DuPont SeLf-Adhered Flashing membrane at the window head flange•seebrfp HL C, HL C Q or Similar. Cap lnstalfatiorl Section and Tefer to option 1 NOTE' The Vertical leg of the drip cap Framed roof Overhangs. eaves. outriggers. etc. use IRC-Compliant construction. must riot be takler than the window head Range when installing drip cap acswdinq 30 L Ledger- Roof Diaphragm ggto olotionl x Ledger Screws: If connecting to rim or header or other continuous wood, use SDS, or LedgerLOK at Default sawn material is Doug Fir No 2 or better- Exposed to weather shall be Pressure Treated (PT) C. Cut a piece of Dupont- FLitshing Tape or 5traightfkaah"for head flashing long max 12" OC, staggered. If connecting to studs, use 2, SDS or LedgerLCK per stud. enough to extend beyond outer edges of jamb [lashings Remove ret-se paper andDefault sawn face mount hanger is U. LU. LUS- or if sloped rafter use LRUZ. install completely covering flange and adhering to exposed sheathing or Framing Length of SDS or LedgerLCK = Through ledger and sheathing and 1.5" min embedment into solid framing_ members. OPTIONAL! IF installing a drip cap as part of the window installation, Default deck joist hanger is U or LU (not LUS) with gale screws- or gale TECO or similar nails. but afterthewindrnmhead flashing, see Drip Cap lnstailationSection and refer to Option Nlin distance of connector to end of ledger or splice = 2"_ NUn edge distance to top or bottom of ledger Default sawn top flange hanger is JBA. LB. BA. or B (welded app. use LB. BA. or B) NOTE: Ensure proper shinghnc. DuPont" FluhingTape or5tralubtFLash-atiambs - =1 �„ must overlap the DuPont- FtexWtap- at the sill a nd adhere to th a TPA' WRB below Any national I -joist brand. equal or stronger may be substituted the 5iu. " Ledger Connection to R'all: _Raffes Popes?dierelm-.' Use 2x or LNI ledger: min height to match rafters. Apply ledger over wall I,loist roof overhangs. extensions. outriggers. and cantilevers shall per per manufacturers recommendations. WINDOW FLASHING DETAIL STEP 5 & 6 sheathing. Use hangers to hang rafters on ledger_ Default I -joist face mount hanger is IUS or MIU Pa1•al(el Rafae)' o�' Ta'uss Top Chord; Ledger maybe top Chard of truss or last rafter Or similar. Ledger to Default I -joist top flange hanger is ITS_ HIT_ or MIT be placed over wall sheathing_ Connector (if blank Mono Truss Top Chord Pelpendicitfar•; 7 Use continuous _x blocldng between trusses nailed through wall Callout NEE. use Ail I min., use Alt 2 min.' use Notes � '• - sheathing with 16d @ 6" CC to solid wood backing {continuous rim, plate, ledger, or blocking.} use default, above) g Mo:ro Truss Bottom Chovd Pelpendicrdlar•,' (All joists and rafters are per Arch- Use defaults, above- as appropriate.) o Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing (rim, plate,Posts ledger: or blacking_) F Alternate 2- Use min_, 2x4 ledger let in to truss bottom chard_ Ledger to be placed over wall sheathing and Default material is Doug Fir No 2 or better - connected with ledger screws per above. Default bottom connection on plate: 2, A34 with TECO or screws- or 4- 16d face nails. Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" CC_ Default bottom connection on beam: 2- A34 with TECO or screws, or PCZ. 95 S Slab an Grade lt bo ttom ottom connection on concrete. . PB, or AB- or ABU or ABW. or CBSQ Subgrade: Use structural fill or natn-e material, compacted to 95°'o relatives compaction. It is strongly De recommended that all structural fill be checked by a geotechnical consultant_ Connector (if blank �� Inexin �a Callout '4lin.. use Alt 1 min.. use Alt 2 min., use emotes x L nderslab Insulation: May use XTS or EPS rigid foam with min., __ psi compressive strength under slab. use default above) If used, provide and 'install per insulation manufacturer's recommendations_ 70P 2- 2x4 4x4 2x6 Slab Thickness: Use 4" min_ STEP 5 STEP 6 Reinforcement' Use any ofthe folloMng: 71P 3-2x4 2-2x6 4x6 A- FlipdowhupperflapofTywWWRBsoltlaytRatacrossheadflashIng. FInaLStep - lhri__ a3 rebar at 24" C C, each vvav_ Centered 1I1 Slab_ D. Cut -1" strip of the Tyuek WRfr at Lower horizontal edge of head flap, Irr5talt tower' Residential sealant or recommended sealant (and backer rod as 72P 3-2x6 6x6 4-2x4 necessary) around the window opening at the interior. It is atsoacceptatAe to use c Ar the , eaucontinuous tap. seams as shown with PuPant" TywIC T+P* a - Welded voice fabric, min_, ��'2.9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8" min- GreaeSwrF Pro' Window 86o.r Polyurathano Foam seakanR or recommended 73P 6x6 PT DuPont- Fiashfng Tap.. DO NOT TAPE at bottom of wlndow. foam. When usi rug Tower' Reside nHaI Sea [ant. tool sealant head Flat to alloy the - Fib ermesh per manufacturers recommendation. NOTE: Skip -taping at head with a maximum of two i�) 2" gaps for every 3' of window is natural curing process to create a Tom"' shape Be sure that the sealant. penetrates - Helix micro rebar, ruin., 4 lbs. per cubic yard_ 74P 5x10 acceptable if an air barrier is not required or fadditional drainage is desired. the grooves ofthe DuPont•FlexWrap- around the siLL When using GreatStuffPro- OPTiDNAL If instailina a drip cap APTER the Tywk' WRB head flap is Ripped down and Window & Door PoLyurethane Foam Sealant in perimeter openings less than 1/2', Control Joints: Maximum recommended spacing = S OC, each way_ This is a non-structural item and 75P 6x8 sealed,see Drip Cap fnsiafta[ion Section andrefer to Option 3• apply using the plastic extens,on tip for the Great Stuff Pro Dispensing Gun during may_• be changed or omitted by Owner Or architectural designer. installation. _ 76P 6x6 4. 2x6 5-5x5.5 glulam Col- NOTE I rMallations that specify a wind ow/door design rating of DP45orgreater '< apor Barrier: Suggest a min_, 6 mil-, plastic vapor barrier under Interior Slabs. This Is a non-structural require extra preCautigns. See &2q iaLCansid erallgns fur perform anre requirements item and may be changed or omitted by Owner or architectural designer. 77P 8x8 PT exceeding this design rating TYPICAL HEADER FRAMING WINDOW W/ 6" POST HEADER LESS THAN 5' FINAL EQUIPMENT AND OPTIONS TO MEET OR EXCEED THE REQUIRED 6 TOTAL CREDITS WINDOW W/ 3" POST (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) Klf HEADER MORE THAN 5' CONCEAL FLANGE II HANGER EA. SIDE (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE I HEADER MORE THAN 5' 1 (1) TRIMMER Table R4N2 Feel Noruta&atian Credits Fuel Normalization System No. FuIi llweescrlpticin Select System Type Creclits Enemy C:recli's Total Credits 1 Combustion heating equipment meeting minimum federal efficiency standards for the Min Federal Efficiency equipment listed in Table C403.3.2(4) ar C403.3.2(5) Tate R4.3 Energy Credits Energy Option No. Cat Select CF tions Credits Brief Descri tton of Selected Options* 1 Efficient Building Envelope JpdGn 13 0.5 U 0.28','vindo%vs i R-29 floors or R-10 Fully insulated slab. Or E°% reduction in UA 2 Air Leakage CantroI and Efficient Ventilation Glotion 2.1 0 5 10 ACH50 1 High efficiency fans I For R-2, 0.2, cfm per ft2 at 50 Pa. 1 High efficiency fans 3 High Efficiency HVAC Option 3.1 1.0 High Efficiency Fossil fueLficed furnace or boiler as primary heating system (trlin AFUE SE % for furnace or 0% for boiler) 4 High Efficiency HVAC Distribution System Not Selected 0.0 5.1 Efficient Water Heating Nat Selected 0.0 - `.2-E.6 Efficient }+slater Heating Gption 5,5 2.0 NEEA Tier 3 heat pump water heater 6 Rene',. able Electric Energy 2.400 kWh Gptian &,1 2.0 On -site vrind or solar electric energy 7 Appliance Package Nat Selected 4.0 - Total Energy Credits 60 W36 W37 W38 W39 W40 W41 W42 W52 W53 W54 W55 W56 W57 W58 W68 W69 El El �E El �E �E El El �E El �E El El ILL �E El �E El �E El �E El �E M El MC M El MC M El MC M El MC M El MC Im 2620 30 " 124 " YES PIC 2620 30 " 24 " YES PIC 2620 30 " 24 " YES PIC 3016 36 " 18 " PIC OBSC 3016 36 " 18 " PIC OBSC 3056 36 " 66 " YES CASE 5056 60 " 166 " I I I FIX CASE 3056 36 " 66 " CASE 3056 36 " 166 " I CASE 3010 on4c 36 " on_ n 112 " .ro n PIC OBSC. nln 3060 36 " 172 " YES PIC 3060 36 " 72 " PIC 3060 36 " 72 " PIC 3816 44 " 18 " PIC 3816 44 " 18 " PIC 3816 44 " 18 " I PIC 3856 44 " 66 " CASE 3856 44 " 66 " FIX Ci 3856 44 " 66 " CASE 6080 L/R EX 72 " 96 " YES FREN 3866 44 " 78 " PIC 3830 44 " 36 " PIC 3866 44 " 78 " PIC 3830 44 " 136 " PIC 3830 44 " 36 " PIC 3830 44 " 36 " PIC 3830 44 " 36 " PIC 3830 44 " 36 " PIC 12080 R EX 144 " 96 " YES 4 PAN 3866 44 " 78 " PIC 3866 44 " 78 " PIC 3820 44 " 24 " PIC 3820 44 " 24 " PIC 3820 44 " 24 " PIC 2616 30 " 18 " PIC 3060 36 " 72 " YES I CASE 3660 42 " 72 " I FIX Ci 3060 36 " 172 " FIX CASE 3060 36" 72" YES YES CASE 3076 36 " 901. PIC 3076 36 " 901. PIC 3076 36 " 901. PIC 3076 36 " 901. PIC 3060 onn_n 136 " on_ n 72 " � '. vr-o PIC nno, 1. 172" I IS 3050 136 " 160 " I YES I PIC OBSC 3050 136 " 160 " I YES I PIC OBSC DOOR SCHEDULE # Q TY FLOOR SIZE WIDTH HEIGHT DESCRIPTION D01 1 1 3680 R EX 42 " 96 " EXT. HINGE D02 1 1 3080 R EX 36 " 96 " EXT. HINGE D03 1 1 9080 108 " 96 " GARAGE D04 1 1 9080 108 " 96 " GARAGE D05 1 1 3070 L IN 36 " 84 " EXT. FENCE GATE D06 1 1 13080 L EX 36 " 96 " EXT. HINGE D07 1 1 3080 L EX 36 " 96 " EXT. HINGE D08 1 1 3080 R IN 36 " 96 " HINGE D09 1 1 3080 L IN 36 " 96 " HINGE D10 1 1 3080 R 36 " 96 " HINGE D11 1 1 3080 R IN 36 " 96 " HINGE D12 1 1 3080 R 36 " 96 " POCKET DOOR D13 1 1 3080 R 36 " 96 " POCKET DOOR D14 1 1 3080 R IN 36 " 96 " HINGE D15 1 1 3080 R 36 " 96 " BARN -DOOR P01 D16 1 1 3080 R 36 " 96 " POCKET DOOR D17 1 1 3080 L IN 36 " 96 " IHINGE D18 1 10 3080 L IN 36 " 96 " HINGE D19 1 0 3080 L IN 36 " 96 " HINGE D20 1 0 3080 L IN 36 " 96 " HINGE D21 1 0 3080 R IN 36 " 96 " HINGE D22 1 0 6080 L IN 72 " 96 " CLOSET SLIDER D23 1 0 2680 L IN 30 " 1961. HINGE D24 1 2 13080 R IN 36 " 96 " HINGE D25 1 2 3080 L IN 36 " 96 " HINGE D26 1 2 3080 R IN 36 " 96 " HINGE D27 1 2 3080 L IN 36 " 96 " HINGE D28 1 2 3080 L IN 36 " 96 " HINGE D29 1 2 5080 L IN 60 " 96 " CLOSET SLIDER ►orr►�,1<. rr l .ww" WJW 42 EAi� t►,4:156a'S -56A4 -ITSOI&I C'111-4 LY . FLOOR PLAN NOTES J. STERLING 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 DRAFTED BY: o 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 . BASS a) AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. .0 E ai ❑ SHELF AND HANGING ROD. Z 2 1/4" = 1' U.N.O. BUILT IN SHELVES. DATE 3:] Lu Lu 11 /08/2021 ❑ d CABINET - OWNER / CONTRACTOR TO VERIFY. ❑5 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO 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 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 EARTHQUAKE. MIN. EFFICIENCY OF 91 % F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. Cf] X EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL W E8: BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, Q) 0 BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE. � N PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF ❑CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL o 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF70 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 4L EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. N MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE C z 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 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, U 10 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK Z- 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. 21 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. n lii J 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. m El FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. 2:ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. O GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING. U 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4" DIAMETER SPHERE TO PASS C: THROUGH PER I.R.C. SECTION 312.2. 0 PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR N 14 TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N L MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 00 U)SURROUND & HEARTH MATERIAL. C: O Q U 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. O L 15 Z a W W >� ti 16 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. W Q 0 ❑ 00 Q CDGENERAL NOTES CO2NQ 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. W ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED ' ` > V OTHERWISE. _ N ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED O w N OTHERWISE. z n (McoPROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 1..� DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z 1 z LOCATIONS. w n J v .2 (n FRAMING NOTES � p .2 w REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. - W U) U COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF (� W 0 O � Iv FOUNDATION/SLAB/JOISTS BLOCKOUTS. / C) FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR O Z SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- co 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. Q Q U Z-zo� PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST w° ❑ZUU LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z oo L a rnu� FLOOR HOLDOWN LOCATIONS. U.UO wgzLL 0 y O g < W, ZWUUW PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING <k: LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. oo`wo U O U Q m n Cu.❑ CC ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ZauO ox=zo. ZW Vz OWUVN O=}WZ =FrL❑O INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE " ~ Z u U 110 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM w " W w o w ZZ CONNECTIONS. oto-zz PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. LUz� =LL <<0 O 0H°o Q rt O�z 0OZUp z aw�m'a wOz O2 Fx62mrt ❑ 0 = zz62zz ❑a_ v z❑wzaa C7U�7 Z-aa U N❑ 000" Ii FZZ U ZWoo Q ty,UU - Wm : 0 000M FZUl =QU "O o mQ a�0 w �LL OWNER APPROVAL INITIAL: PAGE #: AO PAGE: 5of21 HARDI-PLANK SIDING „ TYVEK HOUSE WRAP 7/16 OSB SHEATHING FLASHING 24 X 24 CONCRETE PAVER DECKING 4 X 12 PT. JOIST 24" O.C. SIMPSON ZMAX LUS210 FASTEN 2X PT LEDGER WITH X 12 P.T. LEDGER FASTEN TO WALL W/ 9 (3) ROWS OF 1/4' X 4 1/2" SIDS (2) ROWS OF 5/8" DIA X 6" LONG SCREWS @ 16" O.C. WEDGE ANCHOR BOLTS @ 24" O.C.Jill FASTEN TO WALL W/ SIMPSON DTT1Z AS REQUIRED 3/8" DIA WEDGE ANCHOR BOLTS (4) LOCATIONS EVENLY DISTRIBUTED INSTALL (1) WITHIN 24" OF EACH END 2 X 12 TREATED DECK LEDGER 5 LOWER DECK/HOUSE A10 CONNECTION I SCALE: 3/4" = 1' 2--0" '-J 0.4. 1 24" x 24" x 8" W/ 3, #E.W. 5 q 1N J 0'9" N Nco v I 0'-9. 1 11.4.1J 1 3A V-3„ A9 r / 24" x 24" x 8" 1 X 24' x 24" x 8" N I J IW/ 3, #4 E.W. N I I W/ 3, #4 E.W. L — J 4' 1 1 N 28'-2" N rn -ALL SLABS ARE • A9 6T-6" W 0 11 =11 34'-10" 9, 5„ —4'-6"— F— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 76 — 1 r — — — — — — — — — — / — — — — — — — — — — — — r T % — 5 5 r T I I 5 I A2 6 I I A2 — I I I I I IA2 z l I I I I I 1 1� I_ol XWI Iol I I I I I I ®I 12'-7 1/2" 1 -4 T-3 1/2" 12'-3" 06 I I 1 1 1 1,_4„ 6 co A2 A2 v v 6" X 16" CONCRETE FOOTING 1 SLOPE GARAGE FLOOR ---_--- — —1-- =---------- 71P e zo 95S 1 I 9' 3 1/2" 3'-4"- T-4 1/2" 0 9 1 CONCRETE SLAB FLOOR I I 1 1 12 9 689 SQ. FT -PER STRUCTURAL SLOPE I I 10 0I 1 9 S w CONCRETE LAB FLOOR 01 )6\—� ­ z 0 l 1,19 SF I I I I �1U1 � 1 1 zo �I 5 7 7 5 I 1 6 A2 A2 A2 A2 L— A2 — — — — — — A2 -------- ------------- 17, a � � — — ----- — — — 2'-101/2" 9'-3" 1'-9" 9'-3" :I 5'-J01/2" 28'-2" 7'-10" I 4'-9 1/2" 1 4 6'-4" 14'-6 1/2" 17 17HD �I �1 1 -- ------ 70P I 71P 1 F 6" X 16" 1 71P I 1 CONCRETE FOOTING 75P o 6 m A2 1> NI 1 I L— — — — — — — --�— A9 o A2 1-4" 1 8'-6°� — 4 —1— _L —ih —— — — — — —-- 4 m A2 ° 70P �— d -- — 9'-2'I -----------7d---------�----- 1 4 13'-2 1/2" 11'-9 1/2" 1 8'-6" 27'4" 6„ rn i0 6-2 1/2" 17HD 8'-0" - 6-2 1/2" 8'-0" I A2 2 3> A9 A9 — — J 915 S Slab on Grade Subgrade: Use structural fill or nad e material, compacted to 95% relatii--e compaction_ It is strongly recommended that all structural fill be checked by a geotechnical consultant_ ;1-nderslab Insulation: Ma-- use NTS or EPS rigid foamIIIith min-_25 psi compressive strength under slab - If used: provide and install per insulation manufacturer's recommendations_ Slab Thickness: Use 4" min- " l einiorcement: Us any of the fallov��ng- s3 rebar at 24" OC- each way- centered in slab_ - IN. gilded -�Ni-e fabric, min.. IN'2-9, 6"x6" (6 pia.). centered in slab- Splices overlap S" min. - Fibermesh per manufacturer's recommendation. - Hea micro rebar, min., 5 lbs. per cubic yard- Control Joints: Maximum recommended spacing = 8' 0 C - 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_ 1 i HD .gilt 1- Holdmim - Embedded Strap T1W. Min. Capacity- Good for 2185 lb uplift- " HoldGwn: Use LSTEDS for no rim joist condition - For rim joist condition use LSTHDR3_ ails: Use 16. 16d to full -heist stud as follows- " Stud: Use larger of king stud as spec'd else -where; or choice of 2- 2x, 3x, or 4x- Alt 2 - Holdia n - Solt TAW Holdw n : Use HDL; 2- Lags: Us 6 SDS 114 x 2-5 to full -height stud per abc e Anchor Solt: Ifwet set, use 5'8" diameter SSTB16, or 5:'8" all -thread v�Iith 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" cover at bottom of footing- - Trotohammer, use 5'S- Titen HD or all thread & epoxy- with 6" min concrete embedment, centered in stern wall_ 4 A10 iv 3 0 1 I�w 0 77P J I X " CO L JM� 1'-2 1 /2% 5 A10 3'-0" N O� F __1 o �j 77P , X LU - J IXCO IMF J N 1'-2 1/2" � t t, 1ti • W3W 1.2 �x �i►a,66D,'S 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. 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 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. DESIGNED BY: J. STERLING DRAFTED BY: N cli J. BASS O z 1/4" = 1' U.N.O. M DATE o 11 /08/2021 co 0 C (D U 0 N � N DD � M � Q 0 CU O > CM U_ z_ CION W w co Q� ~ w 0 O 00 M rn a 00 N Q W ^ O z W oNNo z �n' zED a� Q J U V w Q 0 i:E U) Lu W � (n w � a00 U 7 I..1_ A I..L I ' I W � V3: MJ L z> a Q U ,� 0 0 � OZUU Z ova o�w� wSQzo Q y L O g aWUa J =a z°"� N, 0z W�amo Q zawwa Ox=za Z zWU.ON =Mop FaWF �M3= Na O w�-w= K O A WO 0�Iaz =aoUo ol) z o oU a�zm'a UOZ7� Q 0 0 z c, , ZW�jaa Z C7UZ�7 N�-aa uiaw�zz zZoUU UOo a �y�UU O 0oo m 000= FZUl LL =QCLO o�mQ 0 wa�o �LL OWNER APPROVAL INITIAL: PAGE #: PAGE: 6of21 DESIGNED BY J. STERLING N DRAFTED BY: J. BASS z 1/4" = 1' U.N.O. DATE o w 11 /08/2021 �0 - !f5 X (D 0 a N 0 z w 0 U Z U w J_ w O U O N � N DD a0 � Q O U O I L_ uJ U) N Z 0 ; _0 W Q Q p z U N J J.-¢ CEO m Q p Z m 2 N Q c) W U �CN o-w�N Z ��U�Q z LL1 ' z a� J 0 w C%) U � 0 ui W U) w m UJ (n � U O w rn Z 0- NOT c� Q _ / a a U ZLLZ� J woo0 �ZUU o�Q o�.Ix °Z° aw�aa z z U U QHZZ3 ��Qmo W ��U�m Q zawwa ox=za z w O N =��oo n�aw� zw� w� O �00 W �d ZZ_ OKn=LL �a000 Qrto�z �o ZUo Q��m'a Fx�wrt 0 0 zzoQz Z W a a C7UZ» z 000UU u a�zz ZwU00 Q��UU ammo 000= FZU� O �'a�o oz wa�0 LL LL OWNER APPROVAL INITIAL: PAGE #: A2 PAGE: 7 of 21 FOgCOD��,O 1T Y{� G � FACED RETAINING WALL -TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION - SIDING MATERIAL 7/16 os6 1 BRACED RETAINING WALL -TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION � SIDING MATERIAL 7/16 OSB 1/2" SHEETROCK 1/2" SHEETROCK NAILS OR SCREWS � �� �• 3/4" SUBFLOOR 3/4" SUBFLOOR PER SHEARWALL �w`'o� � �+ l� D E F G V V�/ )( Y Z A g C D E F G V W X Y Z TABLF LID OPTIONAL4°SLAB NAILS IN BLOCKING (GARAGE, PATIO) LENGTH FLOOR JOISTS LENGTH SIMPSON HANGER RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING �G (JOISTS PARRALLEL ONLY) RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING � ° a HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING *` SPACING REBAR @ REBAR REBAR TRANSV. CONT. �A35 TYP. ONLY � HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. FLOOR JOISTS F BOT. L BEND REQ IF A > 4' � OPTIONAL 4" SLAB BOT. L BEND � IIIII IIII (GARAGE, PATIO) Z IIIIIIIII o m � III III III IIIII ° III III III O O F IF JOISTS PARALLEL -SUB FLOOR TO MUD SILL TO � BE ATTACHED WITH 8D NAILS �- � O 4 CENTERED 18" n 6 n 6 n 72 NOT REQUIRED n 6 �� #4 @ 24 �� #4 @ 24 N/A �2) # 4 ° a � Oil- 4 CENTERED „ 18 6 6 72 NOT REQUIRED n 6 „ #4 @ 24 �� #4 @ 24 N/A �2) # 4 - INSTALL "G" BLOCKING W-A IN (2) BAYS. a a a a a d a o 3" O.C. STAGGERED. E PICTURE OR PRE INSPECTION I I� III III III III �� U 1 11 1 11 1 11 1 11 1 I I 4 1 — 6 ' " � 5" 24" $" 6" 56" 4$" 6" #4 24 @ #4 24 @ #4 24 @ �2) # 4 SCREWS OR NAILS 3" O.C. THRU SUBFLOOR E a I ��� I III ,III I I IIIo - H Z I I III 4' 1 "— 6' n 5 d„ 24 n $ n v n 56 NOT REQUIRED n 6 #4 24" @ #4 24" @ #4 24" @ (2) # 4 MAY BE REQUIRED DUE TO FLOOR PLATE MATERIAL COVERING NAILS W a 1 11 = 1 11 1 11 1 11 1 11 m IIIIIIIII III Q� �� w I BE�ow IN. ADEI I 100 III QI ==Q I I I I BIE 6' 1 " — $' 6" 32„ 10" $" 28 28 $" #4 @ 16" #4 @ 18" #4 @ 16" (3) # 4 6' 1 " _ $' 6" 32" 10 " $" 28" REQUOIRED $" #4 @ 16" #4 @ 18" #4 @ 16" (3) # 4 I I I I I W04 o401gikCil�o�r W05 W06 W07 aJ m W08 W09 W 10 W12 4C0R �TOFreLv��Se� 36 " 18 " PIC OBSC 36 " 18 " PIC OBSC 36 " 66 " YES CASE 60 " 66 " FIX CASE 36" 66" CASE 36" 66" CASE 36 " or_ n 12 " � o n PIC OBSC. nun NOTE: SEE PAGE AO FOR WINDOW WRAP DETAIL r W16 1 1 3076 36 " 901. YES PIC W17 1 1 3076 36 " 901. YES PIC i W18 1 1 3076 36 " 901. YES PIC W19 1 1 3076 36 " 901. YES PIC W20 1 1 3060 36 " 72 " YES PIC 1 - W21 1 2 3060 36 " 72 " PIC qg W22 1 2 3060 36 " 72 " PIC _ r _ r F LOWER LEVEL WALLS W23 1 2 3816 44 " 18 " PIC �X� I� I (�1 I`% I W I I - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE. I W24 1 2 3816 44 " 18 " PIC W25 1 2 3816 44 " 18 " PIC L - _ L - J L_ - STAIR FRAMING PER ARCH AND CODE MIN. W26 W27 1 1 2 2 3856 3856 44 " 44 " 66 " 66 " CASE FIX CASE 2 3> I W28 1 2 3856 44 " 66 " CASE W29 1 2 6080 L/R EX 72 " 96 " YES FRENCH DOOR A9 A9 W30 1 2 3866 44 " 78 " PIC W31 1 2 3830 44 " 36 " PIC IST-6" W32 1 2 3866 44 " 78 " PIC T-T. 21'-3" W33 1 2 3830 44 " 36 " PIC 28'-2" 10'-9" 8'-8" 15'-5" W34 1 2 3830 44" 36" PIC r ---- ------------------------- ---- - - - - - - ----- ---------- -- 76P W35 1 2 3830 44 " 36 " PIC - � � � 7 P W36 1 2 3830 44 " 36 " PIC W37 1 2 3830 44 " 36 " PIC W38 1 2 12080 R EX 144 " 96 " YES 4 PANEL ACCORDIAN PATIO DOOR 1 1 W39 1 2 3866 44 " " 78 " " PIC I I I I O I ❑2 I I W40 1 2 3866 44 78 PIC A5 A5 w41 1 2 3820 44" 24° Plc I I I I I BATH I4 I 1[5]W42 1 2 3820 44 " 24 " PIC STORAGE/MECH. L" ¢ GUEST BEDR OM W43 1 2 3820 44 " 24 " PIC I I I I 13 -1" X 12'-9" I a'x 7' 69 FT SQ FT _ I m I N 12'-3" X 12'-2' 20H@96" W44 1 2 2616 30' 18' PIC I I I I 157 SQ FT I 1 1® Lu LL o `�' I ¢ ` N I 181 SQ FT W45 1 2 3060 36 " 72 " YES CASE W46 1 2 3660 42 " 72 " FIX CASE 0' CEILING �� 10'CEILING 79M W47 1 2 3060 36 " 72 " CASE I I I I SLAB FLOOR N I I 2 H@ 96" CARPET " " m ° I FLOOR 20H@96" W49 1 2 3660 42 72 FIX CASE q40 W50 1 2 3060 36 " 72 " CASE I I I 0'-3 1/2" T-3 VA 4'-3 1/2" 1 10 2 -41/2 12'-9 7/16" 79M W52 1 2 3060 36 " 72 " FIX CASE W53 1 2 3060 36" 72" YES YES CASE 0-3080 W54 1 2 3076 36 " 901. PIC W55 1 2 3076 36 " 901. PIC I I , 1 20H@96" I o HALL o N 20H@96" II W56 1 2 3076 36 " 901. PIC W57 1 2 3076 36 " 901. PIC I I I ¢ 320 W58 1 2 3060 36 " " 72 " " PIC O E:1 ; SQ FT o Q co W59 1 0 3060 36 72 YES CASE I I _TESLAP WERWALL- 70P - - - I N - - 72P 70 INSULATION FOR SOUNDPROOFING - - - - - W60 1 0 3060 36 " 72 " CASE W61 1 0 3060 36 " 72 " FIX CASE I - - - - - - - - - - - - - - - - - - - - - - - - W62 1 0 3660 42 " " 72 " " S. HUNG I I - - - --13'-7"- - - - - - v - o �- 4'-0"' QFBR(jWAI l 17'-3"- - 71P W63 1 0 3660 42 72 S. HUNG W64 1 0 6080 EX 72 " 96 " YES PATIO DOOR " " I I I I 20H@96" o W66 1 0 3060 36 72 FIX CASE o ct) LID W67 1 0 3060 36 " 72 " CASE co o 21 H@96" W68 1 0 3050 36 " 60 " YES PIC OBSC W69 1 0 3050 36 " 60 " YES PIC OBSC I I I EXERCISE ROOM c MEDIA ROOM Structural Callouts - Copyright ConstructionCalc, Inc Will I I 1 12'-8" X 11'-5" I o 20'-9" X 16'-10" 0 PA Per Architect I I AS 157 SQ FT 20H@96 g 0 331 SQ FT I 79M F Structural lteni This item and related connectors shall beper architect designer. 10'CEILING o 10'CEILING 11 RID Roof Diaphragm I I I RUBBER FLOOR I o CARPET FLOOR 21 H@96" Shear Capacity: Good for Eh = 230 plf - seismic- Eh = 322 plf - wind. -flax aspect ratio = 3:1. I I I I I I Framing: Trusses or rafters- 2x at 24' ❑C, max. Framing Connection at Support: Al 0 I T cli I 79M INTere connected to shear -,vall, connect per shear wall callout - top of wall. N�Tere trusses or rafters connect to beam, use H2.5, or A34 with screws, or similar, tvp. I I I I 20H@96" - At ledger, connect per ledger callout. Co Sheathing: 7:`16-min.. OSB or CD%plywood. Sheathing Layout: Case i per IBC 2306-2.(1) I I I 8'-6" 2'-0" T-1" T-3" 14'-0" = trailing: Use Ed at 6" edges, 12" field. I L - - - - - - - - - - - - - - - - - - - - - - - - - - - J Blocking: ;Not requred except at supports and at connections to shear walls below- < - - _ 70P 12 FD Floor Diaphragm V onL L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sheathing: With joists at 24" or 192" OC, use min., 24 cc rated, APA Sturd-I-Floor; either 3'4" species I group 1: or 718" species group 4. ]lay be OSB or ph -wood- Good for 130 psf TL g L 360 deft. Headers I I 0 v 0 -3 1/2" WET BAR UNDER STAIR WIDTH Sheathing: IVith joists at 16" CC_ use min., 16 oc rated, APA Sturd-I-Floor, min., 19'32" thick. _l4av be 17 H D 9 3" 4' 1/2" ❑SB or plywood. Good for 245 psf TL a' L 360 dell. Default header material is Doug Fir No. 2 or better I I I5 Sheathing Layout: Case 1 per IBC 230621(1) 2m headers must be in tall orientation with flat 2x nailed at bottom in L configuration Orient sheets continuous over two or more spans, with the long dimension across supports. Default Trimmer. use 1. 2x stud or Simpson LUC hanger. each end. " Nailing: Glue, and connect with 8d ring shank nails or =9 screws, at 6" edges, 12" field. Default King Stud, opening 6-feet wide and less use 1. full height stud each end (plate to plate.) Blocking: not required except at supports (beams) and connections to shear walls below. Default King Stud, opening wider than 6-feet. use 2. full height studs each end (plate to plate.) Trimmer, each end King Stud, each 15 FF Floor -To -Floor Holdon•n llio., Capacity: Good for 1705 lb tension. Callout lain, use Alt 1 min. use Alt 2 min., use (iE blank use default end (if'blank use Strap: Use CS 16 vertical strap, length as indicated below. Fill all nail holes- with 10d. above.) default above.) 20H 2x6. "L" config 4x6 _ Strap Length: Wa[is Above and Below Floor: Use 13-min. to each upper and lower studs. ),Tin- total length = 26-+ depth of floor system. 21 H 2x10. "L" conf g 2- 2x8 4x8 Strap Length-. !fall Above, Beam or Header Belci Use 13- min. to upper stud, and 13" min to beam 22H 5.5x12 glulam " or header. Wrap around bottom ofbeam or header ifnecessary. _Nlin. total length = 26-+ depth offloor 23H 6x12 5-5x7-5 glulam 3-5x9 glulam 2 system. If upper wall bears directly on a beam. min. strap length -- 26". 24H 5.5x9 glulam 3.5x12 glulam 2 2 Exterior Shear Walk Attach strap to 2x studs lined up above and below rim joist. Strap to be applied x over wall sheathing. 25H 2.2x10 4x10 Reams Default sawn material is Doug Fir No 2 or better. If strap falls on header or beam below_ nail to header or beam and wrap around bottom if necessary. 17 HD Alt 1 - Holdown - Embedded Strap Type. " llin. Capacity-: Good for 2185 lb uplift. Default glulam. LVL. PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E. 2.300 psi. min Fla. " Holdorvu: Use LSTHD8 for no rim joist condition. Default wall connection. 3" bearing in pocket or on plate with min.. 2 studs below. - For rim joist condition use LSTHD8R1. Default end post connection: LCE ACE. EPCZ. ECCQ_ or similar. " Nails: Use 16: 16d to full -height stud as follows. Default corner post connection with mitered beams over: LCE4. LCE4Z. or RTC44. Stud: Use larger of king stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x. Default mid -post connection. LPCZ. PCZ. CCQ_ or similar. Alt 2 - Holdmim - Bolt Type Default beam to cony wall: HGUM hanger with 5.`8x4 Titen HD. or GILD wet -set beam seat. Holdonn: Use HDU2. Default beam to beam connection: Hanger: HID. HUC. HUCQ or similar. Bear on top. 2. HGA10. Lags: Use 6 SDS 1 4 x 2.5 to hill -height stud per above Default Steel Wide Flange: 50 ksi- A992 per Std. Struct I Specs herein - Anchor Bolt: If wet set, use 5'8" diameter SSTB16, or 5 8" all -thread with nut and 3" washer on embedded end. Na embedment = 12". If too long to fit in footing, bend 90-degrees at bottom of footing, Callout Nlin., use Alt 1 min., use Alt 2 min., use Connector (g blank Notes use default: above) maintain 3" cover at bottom of footing. 30B-32B (OPA) - If rotohammer, use 5'8" Titen HD or all thread &epoxy, with 6' min concrete embedment, centered in stem wall. 35B 1.75x14 LVL 36B 2. 1.75x14 LVL 3.5x14 PSL HWPH to 38B 77 NI Mullion \ Q C- C__ 1/2" SHEETROCK • C- C ; CONCRETE WALL C _', R-21 INSULATION 2 X 4 WALL @ 6" FROM CONCRETE BUILT OUT ONLY IN FINISHED AREAS Ol_6lt • 1/2" WEDGE ANCHOR 48" O.C. 2 X BORATE TREATED PLATE TYPICAL FURRED OUT WALL IN BASEMENT 1 SCALE: 3/4" = 1' General: These are specified mainly to reist out -of -plane wind loads but may also be used to resis in -plane 37B 2 175x14 LVL 3-5x14 PSL HWP to 38B lateral loads ifso indicated in calculations. TYPICAL HEADER FRAMING Use W16x50 (16.3" x 7" actual dims) with 2. 2x8 or 4x8 nailer on top. connected with 2. SDS V4 x 3 @ 24" up " lfullioa: Use min., 2, 1.75x5.5 LN'T.s, continuous bottom plate to top plate. 38B through flange. At ends use full bearing on wood member. Connect wl 2. 5.18" x 4" lags through bottom flange to �+ WINDOW W/ 6" POST HEADER LESS THAN 5' " Top and Bottom Connection: Connect at top plate and bottom plate with 2. A34 and screws. centerline of bearing member. Floor joists to hang on nailer with top flange hanger. x Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC, 39B 4x10 HUC, HUCQ or similar. 40B 1.75x14 LVL 73 KS King Stud At sides of opening use min 2, 1.75x5.5 LNT. king studs, continuous bottom plate to top plate. 41B- 42B 2. 175x14 LVL 3.5x14 PSL - Support header yvith trimmer or HUC hanger. 43B 6x12 PT 5-5x7-5 PT glulam 45B 1.75x11.8 LVL 79 NI Nfullion " General: These are specified mainly to reist out -of -plane wind loads but may_ also be used to resis in -plane 46B 2. 1.75x11.8 LVL 3.5x11.8 PSL lateral loads if so indicated in calculations. 4713 2. 1.75x11.8 LVL 3.5x11.8 PSL at wet bar HEADER L lfullion: Use min., 2, 2x6s continuous bottom plate to top plate. 48B 4. 1.75x11.8 LVL 7x11.8 PSL Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC, 49B 2. 1.75x11.8 LVL 3.5x11.8 PSL HUCQ (1) KING STUD FROM RUC: HUCQ or similar. Use min.. 5.5x16.24F-V8 glulam. Min. backspan = 1K Ifthis beam acts as wall top plate, connect studs to (1)TRIMMER TOP PLATE BOTTOM PLATE TO 80 L Ledger - Roof Diaphragm 50B this beam with A34 and screws. typ. If beam bears on wall top plate. connect with SDS 114 x 6 @ 12" max up x Ledger Screws: If connecting to rim or header or other continuous wood, use SDS, or LedgerLOK at through top plate into bottom of beam. Connect this beam to 76P with straps, cleal or standard hardware. (2) KING STUDS FROM TOP PLATE TO (1) Ti max 12" ❑C, staggered. If connecting to studs, use 2. SDS or LedgerLOK per stud. BOTTOM PLATE Length of SDS or LedgerLOK= Through ledger and sheathing and 15" min embedment into solid framing. 51B 5.5x12 PT glulam Joists and RRfiers Nlin distance of connector to end ofledger or splice = 2". Nlin edge distance to top or bottom ofledger Default rafter or deck joist to beam connection is cunt or skip blocking and H2.5A. or H1. or A34 with screws. =1.75" Framed roof overhangs- eaves- outriggers- etc use IRC-compliant construction Ledger Connection to Wall-. Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) Rafters Pevpendicrdar: Use 2x or LNZ ledger, min height to match rafters. Applv ledger over wall Default sawn face mount hanger is U. ILL. ILLS. or if sloped rafter use LRUZ. sheathing. Use hangers to hang rafters on ledger. Default deck joist hanger is U or LU (not LUS) with galv screws. or gale TECO or similar nails. PaalW Rafter or Truss Top Chord: Ledger may be top chord oftruss or last rafter or similar. Ledger to Default sawn top flange hanger is JBA. LB. BA. or B (welded app. use LB. BA. or B) be placed over wall sheathing. Any national! -joist brand. equal orstronger may besubstituted WINDOW W/ 3" POST HEADER MORE THAN 5' Aforto Ti uss Top Chord Pe)pondicul a : Use continuous 2x blocking between trusses nailed through yyall - I� f h xt t d tl i h II t dt sheathing with 16d' 6" CC to solid wood backing {continuous rim, plate, ledger, or blocking) or at roo over angs. a ensions. ou riggers. an can i eaers s a per per manu ac urers recommen a ions. - ,Vfono T ass Bottom Chord Po)pendicidar. Default I -joist face mount hanger is IUS or MIU Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing (rim, plate, Default I -joist top flange hanger is ITS. HIT. or MIT o ledger, or blocking.) Connector{ifblank Callout Nlin., use Alt 1 min., use Alt 2 min., use Notes Alternate 2 Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and use default, above) [All joists and rafters are per Arch. Use defaults. above. as appropriate.) 0 connected with ledger screws per above. Posts Default material is Doug Fir No 2 or better. Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" ❑C. ` HEADERt 95 S Slab on Grade Subgrade: Use structural fill or native material, compacted to 95%relative compaction. It is strongly Default bottom connection on plate: 2. A34 with TECO or screws. or 4. 16d face nails. CONCEAL FLANGE recommended that all structural fill be checked by a geotechnical consultant. Default bottom connection on beam: 2. A34 with TECO or screws. or PCZ. HANGER EA. SIDE (2) KING STUDS Underslab Insulation: -flay use ?TS or EPS rigid foam yvith min., 25 psi co ressiv t strength under slab. x - P � � Default bottom connection on concrete- PB, or AB. or ABU. or AEW. or CB54 FROM TOP PLATE TO BOTTOM PLATE If used, provide and install per insulation manufacturer's recommendations. Connector (ifblank Slab Thickness: Use 4" mn. Callout Nlin., use Alt 1 min., use Alt 2 min., use Notes use default, above) (2) KING STUDS FROM TOP PLATE TO (1) TRIMP " Reinforcement: Use any ofthe following: BOTTOM PLATE 70P 2-2x4 4x4 2x6 lam- 3x3 rebar at 24" OC, each way, centered in slab. Tip 3- 2x4 2- 2x6 4x6 Welded wire fabric, min- - W2-9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8" min. Ftibermesh per manufacturer's recommendation. 72P 3-2x6 6x6 4- 2x4 Helix micro rebar, min., 5 lbs. per cubic yard. 73P 6x6 PT Control Joints: Maximum recommended spacing = 8' OC, each way. This is a non-structural item and 74P 5x10 may be changed or omitted by Owner or architectural designer. 75P 6x8 " Vapor Barrier: Suggest a min . 6 mill . plastic vapor barrier under interior slabs- This is a non-structural 76P 6x6 4. 2x6 5.5x5.5 glulam col. item and may be changed or omitted by Owner or architectural designer. 77P 8x8 PT - - - - - - - 70P 7 71 PLL I I 75P WEBAR RPa N 4 II READING NOOK I 0 0 II 1 V-9" X 12'-8" STAIR 0 159 SQ FT LOS T 4'-10" x 1'-11" 2 13'-4 X 8 -2rr m I N I 12 SQ T I- � � I 82 SQ FT 10'CEILING 2'-5 1/2" t 1 CARPET FLOOR 23-2 80 AS 12'-4" 4'-8" 9'4" L I --- -� - ------------- 1 - � UP 17HD I I 20H@96" I 21 H@96 r 20H@9 7oP - - W67 3060 CASE- W66 3060 FIX CAS\EI - W65 3060 CAS - - - - - - - - - -- - - - - - r - - - - - '-9" T-0" 1 T-0" l 3'-0" 14'-3" 8'-6" 12'-1 1/2" 13'-8 1/2" 43'-6" I 2 3> A9 A9 - -J DOOR SCHEDULE # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION 501 1 1 3680 R EX 42 " 96 " EXT. HINGE D02 1 1 3080 R EX 36 " 96 " EXT. HINGE D03 1 1 9080 108 " 96 " GARAGE D04 1 1 9080 108 " 96 " GARAGE D05 1 1 3070 L IN 36 " 84 " EXT. FENCE GATE D06 1 1 13080 L EX 36 " 96 " EXT. HINGE D07 1 1 3080 L EX 36 " 96 " EXT. HINGE D08 1 1 3080 R IN 36 " 96 " HINGE D09 1 1 3080 L IN 36 " 96 " HINGE D10 1 1 3080 R 36 " 96 " HINGE D11 1 1 3080 R IN 36 " 96 " HINGE D12 1 1 3080 R 36 " 96 " POCKET DOOR D13 1 11 3080 R 36 " 96 " POCKET DOOR D14 1 1 3080 R IN 36 " 96 " HINGE D15 1 1 3080 R 36 " 96 " BARN -DOOR P01 D16 1 1 3080 R 36 " 96 " POCKET DOOR D17 1 1 3080 L IN 36 " 96 " HINGE D18 1 0 3080 L IN 36 " 96 " HINGE D19 1 1 0 13080 L IN 36 " 96 " HINGE D20 1 0 3080 L IN 36 " 96 " HINGE D21 1 0 3080 R IN 36 " 96 " HINGE D22 1 0 6080 L IN 72 " 96 " CLOSET SLIDER D23 1 0 2680 L IN 30 " 96 " HINGE D24 1 2 3080 R IN 36 " 96 " HINGE D25 1 2 3080 L IN 36 " 96 " HINGE D26 1 2 3080 R IN 36 " 96 " HINGE D27 1 2 3080 L IN 36 " 96 " HINGE D28 1 2 3080 L IN 36 " 96 " HINGE D29 160 " 196 " CLOSET SLIDER FLOOR PLAN NOTES J. STERLING 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 DRAFTED BY: o cl GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 1 BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J J. BASS a`) AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. .0 SHELF AND HANGING ROD. Z j I 1/4" = 1' U.N.O. BUILT IN SHELVES. DATE p J Li z 3 11 /08/2021 oI w CABINET - OWNER / CONTRACTOR TO VERIFY. W W wI EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 0 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20" WIDE AND 24" = I HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR. >J I TEMPERED GLASS If ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 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 -4'-6" - EARTHQUAKE. MIN. EFFICIENCY OF 91 % O RET. ALL F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. (fj X EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL W o I ❑ BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, Q) 0 1. N I BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF 21 FURNACE. N - J UPROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF o to = 17HD CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL o COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF Cl)C:)m THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 70 a iv EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF zoo SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. w �� m h MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ° U PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 Z z 0 4 C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w o m OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, co A10 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK N PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX w o CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH U DOMESTIC DRYER EXHAUST. 21 LL LL o 11 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH N AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. N N J 1 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LL i\ I FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. -T-10 7/16" 4'-1 1/8" 12 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR Cl)13 I 77P I SEALED TIGHT. O GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING. U V L 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4" DIAMETER SPHERE TO PASS C 17HD THROUGH PER I.R.C. SECTION 312.2. O A GLASS ORB CABLE RAIL U vi PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR N Z3 � ' m 14 TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO 4- t,., MANUFACTURERS SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE O0 U) cli SURROUND & HEARTH MATERIAL. Q O b GARAGE FLOOR SURFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR 0 �j O) z 15 MIN. 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LL w = m Z W W M -0 � - > CO Q 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. r (6 co N (V 16 LU � o DECK 13 A10 � Q `" CD 8'_0" X 17'_5" GENERAL NOTES m (N Q co co X 139 SQ FT o PAVER DECKING o ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. a ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. a i9 00 VERIFY HEADER HEIGHTS WITH SUPER. 19 W ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED ' ` OTHERWISE. V M r- _ N 1 3 77P ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED O w � � OTHERWISE. z PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER Q DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z 1 z = LOCATIONS. I� w �= J UJ FRAMING NOTES p w REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. W r n U U VJ ui I COORDINATE W/ MECH. & ELEC. FOR LOCATIONS &SIZES OF o O FOUNDATION/SLAB/JOISTS BLOCKOUTS. UJ (il 0� C) FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR � z SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 0� UJ cy) ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL (� PRIOR TO THE FABRICATION AND INSTALLATION. 8'-1 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" 7 OSB OR EQUAL. L Z, Q w,o. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST w 0zu0 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO J o o w x U.UO FLOOR HOEDOWN LOCATIONS. w w o ¢woa Z W 0 ° W PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING I..L� akz°M LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. L.L� ��`w° UOUQm O ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Zawwa C) O ZwUOz 3w"NN °x>wZ .-<u!0 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE "'~Zw _o��2 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM J w"Wwo CONNECTIONS. ID - � ao°o wore LAY)ONAL rr # Will d-'L Iry �rWL rJI'4+l�f+C'TrL PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE /UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. =zPi_0 OO Z O O <'.0m'a Uo Z7� Fx�mrt Z 0 zclZz0 oa_ vi3 ZW ¢¢ W 7 U Z 7 .uO.- �OOVU uia-zz Zw U00 ¢wi-o' W 686i ono= ^ FZUl 0a�o v J o2ma ZZ00o < _ � w W OWNER APPROVAL INITIAL: PAGE #: A 3 PAGE: 8of21 G1T Y O� ``gCOR� � ('�' P Fb 'o, i13se� 1 1/2" GYPCRETE FOR RADIANT FLOOR HEATING SOLID 2X BLOCKING AT LATERAL LOAD CONNECTION SIDING TYP. TYVEK HOUSE WRAP - 7/16 OSB SHEATHING FLASHING 24 X 24 CONCRETE PAVER DECKING SIMPSON ZMAX LUS210 4 X 12 PT. JOIST 16" O.C. DTT2Z FASTEN 2X PT LEDGER WITH (3) ROWS OF 1/4" X 4 1 /2" SDS SCREWS @ 16" O.C. -- 2 X 12 TREATED DECK LEDGER DECKHOUSE CONNECTION SCALE: 3/4" = 1' 30 LB FELT OR SUITABLE BARRIER TO BE USED BETWEEN HANGER AND ACQ-D & CA-B TREATED SILL SILL SEAL BCI Joi: Blockin Simpson Strong -Tie \I ' ITS11.88 BEND TAB AND \' FASTEN WITH 10dx1 1/2" NAILS WHEN WEB STIFFENERS ARE NOT USED TOP PLATE HANGER (A NOT TO SCALE CB *****NOTE TO FRAMERS***** 1> ---UPPER FLOOR JOISTS TO RUN OPPOSITE WAY--- _ A9 _ F ( —1 F_--I MAIN FLOOR FRAMING � �� I I \ J I I (X) I -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. — _J — J L— - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE. - STAIR FRAMING PER ARCH AND CODE MIN. L 67'-6" A9; A9; 28'-2" 19'-5" 15'-5" 19'-5" 5'-9" 6-7 5/8" r — — — — — — — — — — — — — — — — — — — — — — — — — —d — - 770P — — I D d------------------------ --- d° — i �77 1.75X11.8LVL w o� FLOOR BEAM I I I C O O a c N C TOP @ -2 1/4" (7 _ O w 10 I I ° I I 45B N 45EI B C N I 3'-2 3/4" 6'-7 5/8" 00 1.75X11.8 LVL 4 I ap FLOOR BEAM -TOP A10 J ° 13'-7" 8'-6" 12'-9" ,d 4'-6" T-613/8" 50B 5.5X18GLB CANTIL. FLOOR BEAM —J TOP @ -2 1/4" I �m I I Q I I N I I B 1 LVL 45B FLOORLOOR BEAM I I E a I I TOP @ -2 1/4" 70P _ 45B 72P 70P 17'-3' -- --- -- ZEEZZa — — B— - - 1 75 x 11.8 LVL WAR — — — — — — — — 5.5X12 PT GLB FLOOR BEAM CANTILEVERED 21'-5" 13'-5" l a l I b N A B _���m oNx0 0U_ x c - LL 0 ��—N� kra 5 1 I I I I I I z 48B I_ A0 4 i L---------------------------- ° I 70P L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 12'-11" 13'-5" 0'-6 1 /2" _ - - - -_-- BEARING ABOVE 71P — — —--_---- 466 3.5 X 11.8 PSL 5P FLOOR BEAM A D_ 12'-6" 13'-4" I ---- — LLLL A> I? 1LX.8 LVL FOR BEAM._ OP@1" UP -2 /4r 1� Floor Joist Blocking per IRC 502.7 (Seismic Design Categories D1 & D2) wvr�u vn o�r�vi/ Imauu iy per IOcaI code provisions CONTINUOUS BLOCKING NOT TO SCALE Face Mount Beam width shall exceed 2x specified hanger nail length JOIST TO BEAM (:c NOT TO SCALE 4'-5" N 00 I . 4B 70 e -------D----------------�----- 1 — — — — — 12'-7 1 /2� " 13'-8 1 /2" *****NOTE TO FRAMERS***** ---UPPER FLOOR JOISTS TO RUN OPPOSITE WAY--- 2 3> A9 A9 I I L_--J Nail Boise Rimboard to BCI°joist with 8d nail into each flange. T-6" C H � U °co w ml 0 N � � D N U0 1' N °w N o 516 X LL 8'-0" BEARING ABOVE 5.5X12 PT GLB - CANTILEVERED 23/32" MIN. PLYWOOD/OSB OR RIMBOARD CLOSURE. NAIL WITH 8d NAILS INTO EACH FLANGE. RIMBOARD D NOT TO SCALE CE 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 A2 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 4 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO A10 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 AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. I � 5 A10 N 00 A I� VJW 11z &k5j 111►L i. 6D,'r 5EAI. 11 (:e#L "atkul Z 't. Tra^ s ,mil L-Y . BCI®JOIST BLOCKING REU IRED FOR CANTILEVER. CANTILEVERED FLOOR JOIST NOT TO SCALE PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. DESIGNED BY: J. STERLING DRAFTED BY: N cli J. BASS E 0 z 1/4" = 1' U.N.O. M DATE o 11 /08/2021 UJ I_J 0 0 0 N N DD rn � Q o CU O > CM ILL. Z U(n 11 W W Q ~ W L J J co Q a OI m N Q M W OLL W C'4 00 zLLI�n Z N> Q J U V w Q � U) LU � IV ) U O w 3 O (n w � U III W � CIOQ z a a U 'OZIX wO OZUU Z ova o�w0� W.Zo <�o2 r awoa a a G\ Z Z�UK �Hp02 arzz� w�amo p Q Zawwa OX=za ZW VO06 In 0M Z 0 N~aw~ Z -?xa Q -0�I­2 w~-z� Z ,o �azz LL W. � Z.=LL O �aoUo �?<°o . 0 z o o O d �zD2 F 0 p ZZ�zZ pa— ZWd 7 7 U Z � lm NOz 000UU W zz Zw000 a y U U z d.0-0 000M FZV0 2QC)O o2mQ p 5 waao s �LL OWNER APPROVAL INITIAL: PAGE #: PAGE: 9of21 NOTE: SEE PAGE AO FOR WINDOW WRAP DETAIL W04 40g CQD�co 36 " 18 " PIC OBSC W05 ��� T y �A� 36 " 18 " PIC OBSC W06 ��`� Gl O� 9y 36 " 66 " YES CASE W07 aJ m 60 " 66 " FIX CASE W08 36 " 66 " CASE W09 36 " 66 " CASE W10W1l OBSC. �G�,�`�CQ$���°� 36" 18" PIC. W12 �FIELv�36 " 18' PIC. W13 36 " 72 " SH W14 1 11 3660 42 " 72 " PIC W15 1 11 3060 136 " 72 " YES SH W16 1 1 3076 36 " 901. YES PIC W17 1 1 3076 36 " 901. YES PIC W18 1 1 3076 36 " 901. YES PIC W19 1 1 3076 36 " 901. YES PIC W20 1 1 3060 36 " 72 " YES PIC W21 1 2 13060 36 " 72 " PIC W22 1 2 3060 36 " 72 " PIC W23 1 2 3816 44 " 18 " PIC W24 1 2 3816 44 " 18 " PIC W25 1 2 3816 44 " 18 " PIC W26 1 2 3856 44 " 66 " CASE W27 1 2 13856 44 " 66 " FIX CASE W28 1 2 3856 44 " 66 " CASE W29 1 2 6080 L/R EX 72 " 96 " YES FRENCH DOOR W30 1 2 3866 44 " 78 " PIC W31 1 2 3830 44 " 36 " PIC W32 1 2 3866 44 " 78 " PIC W33 1 2 13830 44 " 36 " PIC W34 1 2 3830 44 " 36 " PIC W35 1 2 3830 44 " 36 " PIC W36 1 2 3830 44 " 36 " PIC W37 1 2 3830 44 " 36 " PIC W38 1 2 12080 R EX 144 " 96 " YES 4 PANEL ACCORDIAN PATIO DOOR o W39 1 2 3866 44 " 78 " PIC v W40 1 2 3866 44 " 78 " PIC W41 1 2 3820 44 " 24 " PIC W42 1 2 3820 44 " 24 " PIC W43 1 2 3820 44 " 24 " PIC W44 1 2 2616 30 " 18 " PIC o 20 @ 96" W45 1 2 3060 36 " 72 " YES CASE o 0- W46 1 2 3660 42 " 72 " FIX CASE o W47 1 2 3060 36 " 72 " CASE o W48 1 2 3060 36 " 72 " CASE Ouo W49 1 2 3660 42 " 72 " FIX CASE Al0 W50 1 2 3060 36 " 72 " CASE W51 1 2 3060 36 " 72 " CASE W52 1 2 3060 36 " 72 " FIX CASE W53 1 2 3060 36" 72" YES YES CASE W54 1 2 3076 36 " 901. PIC U-6" W55 1 2 3076 36 " 901. PIC W56 1 2 3076 36 " 901. PIC 74P W57 1 2 3076 36 " 901. PIC W58 1 2 3060 36 " 72 " PIC W59 1 0 3060 36 " 72 " YES CASE W60 1 0 3060 36 " 72 " CASE 19 W61 1 0 3060 36 " 72 " FIX CASE N W62 1 0 3660 42 " 72 " S. HUNG W63 1 0 3660 42 " 72 " S. HUNG W64 1 0 6080 EX 72 " 96 " YES PATIO DOOR T T W65 1 0 3060 36 " 72 " CASE W66 1 0 3060 36 " 72 " FIX CASE W67 1 0 3060 36 " 72 " CASE W68 1 10 3050 36 " 160 " i YES 1 PIC OBSC W69 1 10 13050 36 " 160 " I YES I PIC OBSC 14'-2 1/2" 13'4" 73P 73P MAIN LEVEL WALLS - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE. 84 SF SLAB 2 - STAIR FRAMING PER ARCH AND CODE MIN. 3> A9 A9 27'-6" 18'4" 14'-0 1/2" T-2 1/2" T-6" 0'-3" 0'-3" 21'-6 1/2" 71P 70P 3'-2" �� 3'-3" 1' 9" �� 056 CA E W07 5056 OFIX CAS 08 3056'CASE 7 1 W09 3056T-01CASE 2 11 1/2" W��10 10 PIC OBSC. 10'-3" D06-3080 V-6 1 /2" N 14'-31/2"��2'-6" 11'-2" 20H@96" 7sM 79M 20H@96" 20H@96" H@108" w 15F @ 5 21 H 96" 20H 96" @ i N 1'-6" 1'-11 1/2" 1 -6 U 18'-5 1/2" I o `� w NL (o MASTER SHOWER;; o b I I ¢ 0 6,_5„ X 4,_9„ F LL d I I LL 35 SQ FT _ 20H@108" o Q N = I = = 6'-6 1/2" M CURBLESS Z m MASTER BDRM �N _ Io I o n N 17'-11 " X 12'-10" 0 V-9 1/2"' 3, 0„ 2'-3 1/2" I 252 SQ FT o MASTER BATH o - MASTER CLOSET M-`0--x' 13�r>0„ -_i-,_4„ X13'_ " I 10' CEILING 113 SQ FT v 117 SQ FT co m CARPET FLOOR 10' CEILING 10' CEILING INSULATION IN CEILING FOR SOUNDPROOFING TILE FLOOR D16-3080 CARPET FLOOR b 20H@108" a _ I I 6' 2 -0 CO 5'-7" -9 1 /2" 8' 10 1 /2" 0 ih I 3 6 �0 M6 5"XRW;C. N 1 5 ® I 9 s 29 sQ AX � INSULATION FOR VERIFY DOOR LOCATION I " SOUNDPROOFING WON' TERFERE WITH BARN DOOR 2'- ® CORNER ❑ 15 F GARAGE 27'-0" X 25'-6" 10' CEILING EPDXY SEALED SLAB FLOOR C- iyht Constructions Inc (CCI)Structural CalloutsCoTri� 0 PA Per Architect " Structural Item: This item and related connectors shall be per architect designer. o U) 11 RD Roof Diaphragm bt) O Shear Capacity: Good for Eh = 230 plf - seismic- Eh = 322 plf - wind. -flax aspect ratio = 3:1. M d Framing: Trusses or rafters- 2x at 24- QC, max. o Framing Connection at Support: INTere. connected to shear wall, connect per shear •all callout - top of wall. 0)A 1 0 u') o N'Vhere trusses or rafters connect to beam, use H_._, or A34 with screws, or similar, tvp. At ledger, connect per ledger callout. Sheathing: 7:`16-min.. OSB or CD%pMvood. Q Sheathing Layout: Case i per IBC 2306.2.(1) I ti 23H @ 96" ailing: Use 8d at 6" edges, L2" field. 28 -0 nconnections- - - - - 24H 96" Blocking: ot requited except at supports and at to shear walls below. D04 9080� @ D03-9080 12 FD Floor Diaphragm DO 070 Sheathing: With joists at 24" or 192" OC, use min., 24 cc rated, APA Sturd-I-Floor; either 14" species 0'-3 /2" species group 1: crTT" �oup4-Nfaybe OSB or h-wood- Goodfor 130 sfTL dL 360 def. 2' 8 1/2T_0"/T-0" Sheathing: IVith joists at 16" OC, use min., 16 cc rated- APA Sturd-I-Floor, min., 19'32" thick. Mav be ❑SB or plywood- Good for 245 psf TL A L 360 deft. Sheathing Lay -out: Case 1 per IBC 2306.2.1(1) Orient sheets continuous over two or more spans, with the long dimension across supports - IN -ailing: Glue, and connect with 8d ring shank nails or =9 screws, at 6" edges, 12" field. uO Blocking: not required except at supports (beams) and connections to shear walls below. i2 15 FF Floor -To -Floor Holdon•n Olin., Capacity: Good for 1705 lb tension-9 Strap: Use CS 16 vertical strap, length as indicated below. Fill all nail holes- with 10d. c� Strap Length: Walls Above and Below Floor: Use 13- min. to each upper and lower studs. ),Tin- total length = 26-+ depth of floor system. Strap Length-. !fall Above, Beam or Header Below: Use 13- min. to upper stud, and 13" min to beam or header. Wrap around bottom of beam or header if necessary. _!Sin. total length = 2 5- + depth of floor system. If upper wall bears directly on a beam. min. strap length -- 26". x Exterior Shear Wall: Attach strap to 2x studs lined up above and below rim joist. Strap to be applied over wall sheathing. If strap falls on header or beam below- nail to header or beam and wrap around bottom if necessary. 17 HD Alt 1 - Holdow•n - Embedded Strap Type. Sfin. Capacity: Good for 2185 lb uplift. u? Holdorvn: Use LSTHD8 for no rim joist condition. 0 For rim joist condition use LSTHDSR1. IN -ails: Use 16: 16d to full -height stud as follows - Stu d: Lase larger of king stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x. Alt 2 - Holdmim - Bolt Type Holdown:Use HDU2. Lags: Use 6 SDS 1 4 x 2.5 to hill -height stud per above Anchor Bolt: If wet set. use 5'S- diameter SSTB16. or 5 8" all -thread with nut and 3" washer on embedded end. Na embedment = 12". If too long to fit in footing, bend 90-degrees at bottom of footing, maintain 3" cover at bottom of footing- - If rotohammer, use 5'8" Titen HD or all thread & epoxy, with 6' min concrete embedment, centered in stem wall. Ffeaders 77 Sf Mullion General: These are specified mainly to reist out -of -plane wind loads but may also be used to resis in -plane Default header material is Doug Fir No. 2 or better lateral loads ifso indicatedin calculations. 2m headers must be in tall orientation with flat 2x nailed at bottom in "L" configuration " Alullion: Use min., 2. 1.75x5.5 LN'T.s, continuous bottom plate to top plate. Default Trimmer. use 1. 2x stud or Simpson LUC hanger. each end. " Top and Bottom Connection: Connect at top plate and bottom plate with 2. A34 and screws. Default King Stud, opening 6-feet wide and less use 1. full height stud each end (plate to plate.) Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC, Default King Stud, opening wider than 6-feet. use 2. full height studs each end (plate to plate.) HUC, HUCQ or similm Trimmer, each end King Stud, each Callout Nfin, use Alt 1 min. use Alt 2 min., use (Tblank use default end (ifblankuse 78 KS King Stud At sides of opening use min 2, L75x5.5 LET. king stud=-, continuous bottom plate to top plate. aboz•e.) default above.) Support header with trimmer or HUC hanger. 20H 2x6. "L" config 4x6 21H 2x10. "L" confg 2-2x8 4x8 79 N1 Bullion General: These are specified mainly to reist out -of -plane wind loads but may also be used to resis in -plane 22H 5.5x12 glulam lateral loads ifso indicatedin calculations. 23H 6x12 5-5x7-5 glulam 3-5x9 glulam 2 Nfullion: Use min., 2, 2x6s continuous bottom plate to top plate. Header Counectiow Header(s) may be supported with 2x trimmer or hang on this mullion with LUC, 24H 5.5x9 glulam 3.5x12 glulam 2 2 x RUC, HUCQ or similar. 25H 2. 2x10 4x10 80 L Ledger- Roof Diaphragm Beams x Ledger Screws: If connecting to rim or header or other continuous wood, use SDS, or LedgerLOK at Default sawn material is Doug Fir No 2 or better. max 12" ❑C, staggered. If connecting to studs, use 2. SDS or LedgerLOK per stud. Default glulam. LVL. PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E. 2.300 psi. min Fla. Length of SDS or LedgerLOK= Through ledger and sheathing and 15" min embedment into solid framing. Default wall connection. 3" bearing in pocket or on plate with min.. 2 studs below. Default end post connection: LCE. ACE. EPCZ.. ECCQ_ or similar. ]Sin distance of connector to end ofledger or splice = 2". Nlin edge distance to top or bottom ofledger Default corner post connection with mitered beams over. LCE4. LCE4Z. or RTC44. =1.75 Default mid -post connection: LPCZ. PCZ. CCQ_ or similar. " Ledger Connection to Wall-. Default beam to cony wall: HGUM hanger with 5.`8x4 Titen HD. or GLB wet -set beam seat. Rafters Pevpendictdar: Use 2x or LPL ledger, min height to match rafters. Applv ledger over wall Default beam to beam connection: Hanger: HU. HUC. HUCQ or similar. Bear on top. 2. HGA10 sheathing. Use hangers to hang rafters on ledger. Pa alW Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar. Ledger to Default Steel Wide Flange: 50 ksi. A992 per Std. Struct'I Specs herein. - be placed over wall sheathing. Connector (if blank Callout Nfin., use Alt 1 min., use Alt 2 min., use Notes Truss Top Chord Popendicul a., Use continuous 2x blocking between trusses nailed through ovall use default. above) use 30B-32B [OPA) sheathing with 16d d 6" OC to solid wood backing {continuous rim, plate, ledger, or blocking.] _V2fono Ti ass Bottom Chord Popendicidar: 35D 1.75x14 LVL Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing (rim, plate, 36B 2. 1.75x14 LVL 3.5x14 PSL HWPH to 38B ledger, or blocking.) 37B 2. 1.75x14 LVL 3.5x14 PSL HWP to 36B o Alternate 2 Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and Use W16x50 (16 3" x 7" actual dims) with 2 2x8 or 4x8 nailer on top- connected with 2. SDS V4 x 3 @ 24" up connected with ledger screws per above. 38B through flange. At ends use full bearing on wood member. Connect wl 2. 518" x 4" lags through bottom flange to " Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" ❑C_ centerline of bearing member. Floor joists to hang on nailer with top flange hanger. 39D 4x10 95 S Slab on Grade Subgrade: Use structural fill or native material, compacted to 95%relative compaction. It is strongly recommended that all structural fill be checked by a geotechnical consultant. 40B 1.75x14 LVL Underslab Insulation: _llav use?xTS or EPS rigid foam with min., 25 psi compressive: strength under slab. 41B. 42B 2. 1.75x14 LVL 3.5x14 PSL x If used, provide and install per insulation manufacturer's recommendations. 43B 6x12 PT 5.5x7.5 PT glulam Slab Thickness: Use 4" min. 456 1-75x11-8 LVL Reinforcement: Use any ofthe following: 46B 2- 1 75x11-8 LVL 3-5x11-8 PSL - Min., 3x3 rebar at 24" OC, each way, centered in slab. 47B 2. 1.75xl1.8 LVL 3.5x11.8 PSL at wet bar - Welded was fabric, min- - W2-9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8" min. 48B 4. 1.75xl1.8 LVL 7xl 1.8 PSL Fibermesh per manufacturer's recommendation. 49B 2. 1.75x11.8 LVL 3.5x11.8 PSL HUCC 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 Use min.. 5.5x16, 24F-V8 glulam. Min. backspan = 15'. If this beam acts as wall top plate, connect studs to 50B this beam with A34 and screws. typ. If beam bears on wall top plate. connect with SDS 1/4 x 6 @ 12" max up may be changed or omitted by Owner or architectural designer. through top plate into bottom of beam. Connect this beam to 76P with straps, cleats. or standard hardware. Vapor Barrier: Suggest a min__ 6 mill . plastic vapor barrier under interior slabs- This is a non-structural item and may be changed or omitted by Owner or architectural designer. 51 D 5.5x12 PT glulam 9.4. 2'4" 9'4° 2T-11 1/2" 17HD DRIVEWAYAREA UP 1 TO PROPERTY LINE A9 1,006 S.F. 35'-0" TYPICAL HEADER FRAMING WINDOW W/ 6" POST HEADER LESS THAN 5' WINDOW W/ 3" POST (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) KII HEADER MORE THAN 5' CONCEAL FLANGE I I HANGER EA. SIDE (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE I HEADER MORE THAN 5' 1 (1) TRIMMER 70P I 70P SHELVES 3 ih - - - - - - - - - - - - - - - D�3080 - - - ----- - -- ------o - 4 FULL HT PANTRY 20H@96" BEARING WALL BUILT IN BENCH 8, 6„ CABINET 8'-9 1/2' 3'-1 1/2" 13'-7 1/2" �4,_6-6" 13 - - - - - - MUD ROOM 1.4. " HALL 10' CEILING C0 20H@96" N N r rr r rr WOOD LIKE TILE FLOOR 25-0 X 3-11 r- i0 VERED DECK , 9'-2" X 6'-6" 68 SO FT CD 16 0 146 SQ FT V-5 1/2" 8'-4" T-0" g 8'-9 1/2° 4'-3" X 16'-9" N 74 SQ FT 10' FILING oo 0 N � MARMO o EUM FLOOR m ~Zw D09-3080 2'-3 1 /2" N D08-3080 2'2" 4 Al CD o Jz� �� 20H@96" N co 4 ° 15FF "' N �4 z a LL d12-3 so " BATH BEDROO 2/ co CD M M 13 M 9 11 10 I 8'-5" x 7'-11" OFFICE 2 = r5 4 73 SQ FTCD �, VERIFY DRYER VENT 10' CEILING 162 SQ FT 77M OPEN DECK zo A10 N N TILE FLOOR LAUNDRY Q 10' CEILING T-8" X 17'-4" zo > 9' " X 5'-4" I zo u _ _ _ CARPET FLOOR 20H@96" co zo o 63 SQ FT w 00 5 SQ FT I rN" 2'-3 1/2" 4 PAVER DECKING 8'-5 1 /2' I 4'-0" 3' 3 1 /2" 3'-6" 6 12'-5 1 /2" 77M O O z w 0 2 - 2 20H@96" � 13'-0" o o o iv LIJ LL LU LL oo [5]o 0 8'-0 1/2" ce) U) x p x a �' Mo u' ��� �N� o 15FF zo "t V co O" 6 71P rrn BEARING WALL 0'-5 / " 13 ENTRY PORCH o 0 a- W 8'-5" X 11'-11" a 100 SQ FT NNN N o M 0 w 10' CEILING ENTRY SLAB FLOOR N o_ 111 SF CD12 -11 X 12 -8" X ° T 00 153 SQ FT N o? m 10' CEILING N o WOOD LIKE TILE FLOOR ao B aD 20H @ 96 5 1/2" X 12" GLB EXPOSED = - TOP @ 121 1/8" B 17 H D r_0' ® 20H @ 96" 13 13 RETAINING R DI -ROCK WALL W20 3060 PIC 2'4" T-0" 3'-7" 2'4.1/2" V-1 1/2" N M m v DIN I T-6" 17'-9 1/2" N w i9 Y (n J _ a�z _ �Zo A9 '00 ('I U Z zww zzZ z � °w r] Pots Default material is Doug Fir No 2 or better. Default bottom connection on plate: 2. A34 with TECO or screws. or 4. 16d face nails. Default bottom connection on beam: 2. A34 with TECO or screws-. or PCZ. Default bottom connection on concrete: PB. or AB. or ABU. or ABW- or CBSQ Callout 3fio., use Alt 1 min., use Alt 2 min., use Connector QFblank\otes use default. above) 70P 2-2x4 4x4 2xG 71P 3-2x4 2-2x6 4x6 72P 3-2x6 6x6 4-2x4 73P 6x6 PT 74P 5x10 75P 6x8 76P 6x6 4. 2x6 5.5x5 5 glulam col. 77P 8x8 PT o 73P 12'-11"X 4'-0 1/2"T-6" a o� 20H@114"' Cl)C") STAIR 77M O 20H@114" M CO 20H@114" 20H@114" L? W193076PIC W183076PIC 12'-0 1/2" O 3'-0" T-0" v 1'-4 1/2" 0'-11 " V-4 1 / " 9'-8" 36'-0" I 1( 3> A9 i • p 1/2" SHEETROCK CONCRETE WALL R-21 INSULATION 2 X 4 WALL 6" FROM CONCRETE BUILT OUT ONLY IN FINISHED AREAS 01l' _6 1/2" WEDGE ANCHOR 48" O.C. 2 X BORATE TREATED PLATE D02 1 1 3080 R EX 36 " 96 " EXT. HIN, D03 1 1 9080 108 " 96 " GARAGE D04 1 1 9080 108" 96" GARAGE D05 1 1 3070 L IN 36 " 84 " EXT. FEN D06 1 1 3080 L EX 36 " 96 " EXT. HIN, D07 1 1 3080 L EX 36 " 96 " EXT. HIN, D08 1 1 3080 R IN 36 " 96 " HINGE D09 1 1 3080 L IN 36 " 96 " HINGE D10 1 1 3080 R 36 " 96 " HINGE D11 1 1 3080RIN 36" 96" HINGE D12 1 1 3080 R 36 " 96 " POCKET D13 1 1 3080 R 36 " 96 " POCKET D14 1 1 3080 R IN 36 " 96 " HINGE D15 1 1 3080 R 36 " 96 " BARN -DC D16 1 1 3080 R 36 " 96 " POCKET D17 1 1 3080 L IN 36 " 96 " HINGE D18 1 0 3080 L IN 36 " 96 " HINGE D19 1 0 3080 L IN 36 " 96 " HINGE D20 1 0 3080 L IN 36 " 96 " HINGE TYPICAL FURRED OUT WALL IN BASEMENT 1 D21 1 0 3080 R IN 36 " 96 " HINGE D22 1 0 80 L IN 72 " 96 " CLOSET D23 1 0 2680 L IN 26 30 " 96 " HINGE D24 1 2 3080RIN 36" 96" HINGE D25 1 2 3080 L IN 36 " 96 " HINGE tt _ r _ SCALE: 3/4 1 D27 1 2 3080 LRIIN 36 " 96 " HINGE D28 1 2 3080 L IN 36 " 96 " HINGE D29 1 12 15080 L IN 60 " 96 " CLOSET T-6 1/2" N O A Imp A Br JW 42- �4 44F-ii gait As 4+1r e-a 's. rsA ; 0M 1-Y . FLOOR PLAN NOTES J. STERLING SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: o ❑EVERY 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, NP REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACKUP. DETECTOR J J. BASS SHALL SMOKE AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. a`) �10 E at :2:] SHELF AND HANGING ROD. Z U.N.O. BUILT IN SHELVES. DATE 0 11 /08/2021 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 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 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 (D [f] W X 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. N � PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF o THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR a` EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF a 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 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, w 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK z PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE N 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. J 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LL FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. 1 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR E SEALED TIGHT. 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: O THROUGH PER I.R.C. SECTION 312.2. N Z3 PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N L 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 00 U SURROUND & HEARTH MATERIAL. C: O 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. 0 Q U N LL Z 11 Lu Lu 00 > ~ 16 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. w Q r N 00) O (6 L 0 LL LL N GENERAL NOTES oQ coo 120 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. W ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED ' ` OTHERWISE. V > O _ N ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED w OTHERWISE. z 00 PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 1..� DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z 1 z LOCATIONS. n v L'L'� FRAMING NOTES J p � CO 0 w 0 REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. W r n U (� 0 O COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF W FOUNDATION/SLAB/JOISTS BLOCKOUTS. � C) FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR Z SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- co 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. Z> Q Q U -z"' PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST w V U0 OZUU LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z z o a a (Snw0 FLOOR HOLDOWN LOCATIONS. U�UO w . o 2 QaUa Z w U W PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING J a,z°m LOCATIONS WHERETHERE ISALOAD BEARING WALL ABOVE. o�`wo =w Ulm ALL CONNECTIONS TO BE SIMPSON OR EQUAL. zOawwa xmza zw VOZ �wm�m INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE Ox>wz CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM O zo��X w -,y w o CONNECTIONS. W � a Z Z O aQa0U0 [XzwOo PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. OFz 010, z U o J a` z'm' UOzO F x m t 0 0 z3�zz oa_ vi zWU Z QQ 7 - 7 Z rn�-aa 000VU u o- ZwUOo Q y U U d m N N O ono= Fz Vl Xa,Xo 0c 0 waz0 _ �LL OWNER APPROVAL INITIAL: PAGE #: A5 PAGE: 10of21 WINDOW SCHEDULE NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPT W01 1 1 2620 30 " 24 " YES PIC W02 1 1 2620 30 " 24 " YES PIC W03 1 1 12620 W04 FQRCOL)ECO W05 ��a T y �A� W06 ��`� G1 O� �� W07 f, m W08 W09 CID W10 Will�`�C0 W12 P0 ELo set W13 30 " 24 " YES PIC 36 " 18 " PIC OBSC 36 " 18 " PIC OBSC 36 " 66 " YES CASE 60 " 66 " FIX CASE 36 " 66 " CASE 36 " 66 " CASE 36 " 12 " PIC OBSC. 36 18" PIC. 36 " 18 " PIC. 36 " 72 " SH W14 1 1 3660 42 " 72 " PIC W15 1 1 3060 36 " 72 " IYES SH W16 1 1 3076 36 " 901, YES PIC W17 1 1 3076 36 " 901, YES PIC W18 1 1 3076 36 " 901, YES PIC W19 1 1 3076 36 " 901, YES PIC W20 1 1 3060 36 " 72 " YES PIC W21 1 2 3060 36 " 72 " PIC W22 1 2 3060 36 " 72 " PIC W23 1 2 3816 44 " 18 " PIC W24 1 2 3816 44 " 18 " PIC W25 1 2 3816 44 " 18 " PIC W26 1 2 3856 44 " 66 " CASE W27 1 2 3856 44 " 66 " FIX CASE W28 1 2 3856 44 " 66 " CASE W29 1 2F 6080 UR EX 72 " 96 " YES FRENCH D W30 1 2 3866 44 " 78 " PIC W31 1 2 3830 44 " 36 " PIC W32 1 2 3866 44 " 78 " PIC W33 1 2 3830 44 " 36 " PIC W34 1 2 3830 44 " 36 " PIC W35 1 2 3830 44 " 36 " PIC W36 1 2 3830 44 " 36 " PIC W37 1 2 3830 44 " 36 " PIC W38 1 2 12080 R EX 144 " 96 " YES 4 PANEL A W39 1 2 3866 44 " 78 " PIC W40 1 2 3866 44 " 78 " PIC W41 1 2 3820 44 " 24 " PIC W42 1 2 3820 44 " 24 " PIC W43 1 2 3820 44 " 24 " PIC W44 1 2 2616 30 " 18 " PIC W45 1 2 3060 36 " 72 " YES CASE W46 1 2 3660 42 " 72 " FIX CASE W47 1 2 3060 36 " 72 " CASE W48 1 2 3060 36 " 72 " CASE W49 1 2 3660 42 " 72 " FIX CASE W50 1 2 3060 36 " 72 " CASE W51 1 2 3060 36 " 72 " CASE W52 1 2 3060 36 " 72 " FIX CASE W53 1 2 3060 36" 72" IYES YES CASE W54 1 2 3076 36 " 901, PIC W55 1 2 3076 36 " 901, PIC W56 1 2 3076 36 " 901, PIC W57 1 2 3076 36 " 901, PIC W58 1 2 3060 36 " 72 " PIC W59 1 0 3060 36 " 72 " YES CASE W60 1 0 3060 36 " 72 " CASE W61 1 0 3060 36 " 72 " FIX CASE W62 1 0 3660 42 " 72 " S. HUNG W63 1 0 3660 42 " 72 " S. HUNG W64 1 0 6080 EX 72 " 96" YES PATIO DO( W65 1 0 3060 36 " 72 " CASE W66 1 0 3060 36 " 72 " FIX CASE W67 1 0 3060 36 " 72 " CASE W68 1 0 3050 13611 60 " YES PIC OBSC W69 1 1 10 3050 136 " 60 " YES PIC OBSC DOOR SCHEDULE # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION D01 1 1 3680 R EX 42 " 96 " EXT. HINGE D02 1 1 3080 R EX 36 " 96 " EXT. HINGE D03 1 1 9080 108 " 96 " GARAGE D04 1 1 9080 108 " 96 " GARAGE D05 1 1 3070 L IN 36 " 84 " EXT. FENCE GATE D06 1 1 3080 L EX 36 " 96 " EXT. HINGE D07 1 1 3080 L EX 36 " 96 " EXT. HINGE D08 1 1 3080 R IN 36 " 96 " HINGE D09 1 1 3080 L IN 36 " 96 " HINGE D10 1 1 3080 R 36 " 96 " HINGE D11 1 1 3080 R IN 36 " 96 " HINGE D12 1 11 3080 R 36 " 96 " POCKET DOOR D13 1 1 3080 R 36 " 96 " POCKET DOOR D14 1 1 3080 R IN 36 " 96 " HINGE D15 1 1 3080 R 36 " 96 " BARN -DOOR P01 D16 1 1 3080 R 36 " 96 " POCKET DOOR D17 1 1 3080 L IN 36 " 96 " HINGE D18 1 0 3080 L IN 36 " 96 " HINGE D19 1 0 3080 L IN 36 " 96 " HINGE D20 1 0 3080 L IN 36 " 96 " HINGE D21 1 0 3080 R IN 36 " 96 " HINGE D22 1 0 6080 L IN 72 " 96 " CLOSET SLIDER D23 1 0 2680 L IN 30 " 96 " HINGE D24 1 2 3080 R IN 36 " 96 " HINGE D25 1 2 3080 L IN 36 " 96 " HINGE D26 1 2 3080 R IN 36 " 96 " HINGE D27 1 2 3080 L IN 36 " 96 " HINGE D28 1 2 3080 L IN 36 " 96 " HINGE D29 1 2 5080 L IN 60 " 96 " CLOSET SLIDER I� OVERHANG PER PLAN HARDI-PLANK SIDING C- WATER PROOF DECK MEMBRANE SYSTEM @ TYVEK HOUSE WRAP C- C - 7116 OSB SHEATHING C FLASHING 12 1/4r 24 X 24 CONCRETE DTT2Z AS NEEDED PAVER DECKING C--- ' 2 X 14 RIM JOIST C- WATER PROOF DECK MEMBRANE FLASHING TO LAP OVER FASCI PAVER PEDESTALS MIN. 6" OVERLAP WATER PROOF DEC MEMBRANE 4 DTT2Z SCUPPER 4 X 12 PT. JOIST 24" O.C. 3"PIPE SIMPSON ZMAX LUS210 ISIMPSON HANGER 2 X FIR DOWN JOIST FOR FLAT CEILING SOLID 2X BLOCKING AT FASTEN 2X PT LEDGER WITH LATERAL LOAD CONNECTION (3) ROWS OF 1/4" X 4 1/2" SIDS SKIP LAP 5/4" FASCIA SCREWS @ 16" O.C. SHEATHING MATERIAL WRAP 2 X 12 TREATED DECK LEDGER CEILING DRAIN SPOUT ENG SPEC. GLB BEARING DECK BEAM - BOT @ 121 1/8" DRAIN - WP PAVER DECK TO HOUSE rF SCALE: 3/4" = V 30 LB FELT OR SUITABLE BARRIER TO BE USED BETWEEN HANGER AND ACQ—DD & CA-B TREATED SILL I SILL SEAL Simpson Strong -Tie \I /(' ITS11.88 `- BEND TAB AND FASTEN WITH 10dx1 1/2" NAILS WHEN WEB STIFFENERS ARE NOT USED PATIO DOOR DTT2Z AS REQUIRED SOLID BCI JOIST BLOCKING AT LATERAL LOAD CONNECTION - - - ----. - - -- WATER PROOF DECK MEMBRANE FLASHINU TO LAP OVER FASCI PAVER PEDESTALS MIN. 6" OVERLAP 2 WATER PROOF DECK MEMBRANE 5/4" FASCIA A9 MATERIAL 4 DTT2Z SCUPPER I WRAP 4 X 12 PT. JOIST 24" O.C. 3" PIPE SIMPSON ZMAX LUS210 SIMPSON HANGER 2 X FIR DOWN JOIST FOR FLAT CEILING L FASTEN 2X PT LEDGER WITH (3) ROWS OF 1/4" X 4 1/2" SIDS SKIP LAP SCREWS @ 161, O.C. SHEATHING C----� 2 X 12 TREATED DECK LEDGER CEILING C^-- GDRAIN - WP PAVER DECK TO HOUSE SCALE: 3/4" = 1' Floor Joist Blocking per IRC 502.7 (Seismic Design Categories D1 & D2) BCI JOI: Blockin wvr��� vn o�r�mi� IY0I1111\ per local code provisions Face Mount 1_:_i L_._­- Versa -Lam ®or Boise GLULAM Beam: Beam width shall exceed 2x specified hanger nail length Nail Boise Rimboard to BCI® joist with 8d nail into each flange. 3> A 23/32" MIN. PLYWOOD/OSB OR RIMBOARD CLOSURE. NAIL WITH 8d NAILS INTO EACH FLANGE. (:A)TOP PLATE HANGER CONTINUOUS BLOCKING JOIST TO BEAM RIMBOARD NOT TO SCALE (DBNOT TO SCALE NOT TO SCALE D NOT TO SCALE E 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 A2 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 4 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO A10 FLOOR HOLDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALLABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. 5 A10 A 11164 11 MIMI I OWN" VJW az 60A &A&1S6D,'r sEAL. 11 (:e#L "atka' Z 't. -TTF.46%s z'J4 L-Y . BCIJOIST BLOCKING REdjIRED FOR CANTILEVER. CANTILEVERED FLOOR JOIST NOT TO SCALE PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 $Q,FT, STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. DESIGNED BY: J. STERLING N DRAFTED BY: J. BASS E z 1/4" = 1' U.N.O. li DATE o 11 /08/2021 w a !a! N 00 rn O7 C: Q O U O > 2) LL w U) N Q Q ~ LU -J z Q U LL Cy N J J � Q O' J co � N Q M W O U �� ILL z W U0-Q L— oNNo 0, z rn Z .� J U V w Q.2 C%) LIJ Lu m VJ U O W0 O — W ry 0 0 a_ w � `') Z Q QU z wooer OZUV o�¢ W�ZO (5 c: Zwoow 9F,Zz0 1a�¢w.' N�Ufm a o xw W za LL zw z N U_' N Z ==goo Nam==¢ =0' LL 'w Q w~Jw'z W 3 d z z O z¢¢UU J <xooz O �U2UU aW�m� J �=Zw� ZZ-3z Z LL z ¢ W Q Q Z U C7 UZ77 woo ffi WOODU zabzz W Qxboo 0 i.w 000$ rZUH �¢0z of 0 0"mQ �<zw W �o OWNER APPROVAL INITIAL: PAGE #: PAGE: 11 of 21 NOTE: SEE PAGE AO FOR WINDOW WRAP DETAIL W04 40g Cil W05 ��� T y �A� W06 ��`� Gl O� 9y W07 aJ m W08 W09 �G�,�`�CQ$���°� W1� W12 OFIELVT�Se� W13 ---- 36 " 18 " PIC OBSC N r- 13 4 A10 36 " 18 " PIC OBSC 36 " 66 " YES CASE 60 " 66 " FIX CASE 36 " 66 " CASE 36 " 66 " CASE OBSC. 36" 18" PIC, 36" 18" PIC. 36 " 72 " SH W14 1 11 3660 42 " 72 " PIC W15 1 11 3060 36 " 72 " YES SH W16 1 11 3076 36 " 901. YES PIC W17 1 11 3076 36 " 901. YES PIC W18 1 11 3076 36 " 901. YES PIC W19 1 11 3076 36 " 901. YES PIC W20 1 11 3060 36 " 72 " YES PIC W21 1 12 3060 36 " 72 " PIC W22 1 12 3060 36 " 72 " PIC W23 1 12 3816 44 " 18 " PIC W24 1 12 3816 44 " 18 " PIC W25 1 12 3816 44 " 18 " PIC W26 1 12 3856 44 " 66 " CASE W27 1 12 3856 44 " 66 " FIX CASE W28 1 12 3856 44 " 66 " CASE W29 1 12 6080 L/R EX 72 " 96 " YES FRENCH DOOR W30 1 12 3866 44 " 78 " PIC W31 1 12 3830 44 " 36 " PIC W32 1 12 3866 44 " 78 " PIC W33 1 2 3830 44 " 36 " PIC W34 1 2 3830 44 " 36 " PIC W35 1 2 3830 44 " 36 " PIC W36 1 2 3830 44 " 36 " PIC W37 1 2 3830 44 " 36 " PIC W38 1 2 12080 R EX 144 " 96 " YES 4 PANEL ACCORDIAN PATIO DOOR W39 1 2 3866 44 " 78 " PIC W40 1 2 3866 44 " 78 " PIC W41 1 2 3820 44 " 24 " PIC W42 1 2 3820 44 " 24 " PIC W43 1 2 3820 44 " 24 " PIC W44 1 2 2616 30 " 18 " PIC W45 1 2 3060 36" 72" YES CASE W46 1 2 3660 42 " 72 " FIX CASE W47 1 2 3060 36 " 72 " CASE W48 1 2 3060 36 " 72 " CASE W49 1 2 3660 42 " 72 " FIX CASE W50 1 2 3060 36 " 72 " CASE 14'-0" OP N BALCONY 1 '-11" X 1 V-8" 1163 SQ FT W51 1 2 3060 36 " 72 " CASE PAVER DECK 0'-5 1/2" 5 1/2" ;1B]51/2" X 12" GLB EXPOSED TOP @ 121 1/8 - U) - - 72P W52 1 2 3060 36 " 72 " FIX CASE W53 1 2 3060 36" 72" YES YES CASE W54 1 2 3076 36 " 901. PIC W55 1 1 2 3076 36 " 901. PIC N W56 1 2 3076 36 " 901. PIC W57 1 2 3076 36 " 901. PIC W58 1 2 3060 36 " 72 " PIC W59 1 0 3060 36 " 72 " YES CASE -. LU `� w 0'-11" ��-9< co a Z o z i a o ID M J 13'-6 1/2" < to w w � ? U) c9 IY Z z N o � LU OVERED DEC z I}i 15'-4" X 14'-3" Lu 239 SQ FT o > < 10' CEILING W PAVER DECK 72P Q Z Z m LL 336 5 1/2"_X 12" GLB EXPOSED TOP @ 121 1/8 W60 1 0 3060 36 " 72 " CASE W61 1 0 3060 36 " 72 " FIX CASE W62 1 0 3660 42 " 72 " S. HUNG W63 1 0 3660 42 " 72 " S. HUNGw W64 1 0 6080 EX 72 " 96 " YES PATIO DOOR W65 1 0 3060 36 " 72 " CASE W66 1 0 3060 36 " 72 " FIX CASE W67 1 0 3060 36 " 72 " CASE W68 1 0 3050 36 " 60 " YES PIC OBSC W69 1 0 3050 36 " 60 " YES PIC OBSC Structural C'allouts - CoyT 1ght Constructionii Inc (CCI) 5 0 PA Per Architect Structural Iteru: Thus item and related connectors shall be per architect designer. 11 RID Roof Diaphragm Shear Capacity: Good for Eh = 230 plf -seismic; Eh = 322 plf -wind. N1ax aspect curio = 3a. Framing: Trusses or rafters- 2x at 24- QC, max. Framing Connection at Support: Al O N INTere connected to shear wall, connect per shear wall callout - top of wall. - NVItere 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 CD%plywood. Sheathing Layout: Case i per IBC 2306.2.(1) x INailing: Use 8d at 6" edges, 12" field. 73P 31 B 5 1/2" T112"" GLIB 1 XPBOSED Blocking: -Not requited except at supports and at connections to shear walls below. 12 FD Floor Diaphragm Sheathing: With joists at 24" or 192" OC, use min., 24 oc rated, APA Sturd-I-Floor; either 3'4" species group 1: or 7'8" species group 4. Nlay be OSB or ph -wood- Good for 130 psf TL d. L 360 defl. Sheathing: IVith joists at 16" OC, use min., 16 oc rated- APA Sturd-I-Floor, min., 19'32" thick. May be ❑SB or plywood- Good for 245 psf TL A L.3 60 deft. Sheathing Lay -out: Case 1 per IBC 2306.2.1(1) Orient sheets continuous over two or more spans, with the long dimension across supports. N ailing: 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. 15 FF Floor -To -Floor HoldGwn Olin., Capacity: Good for 1705 lb tension. Strap: Use CS 16 vertical strap, length as indicated below. Fill all nail holes- with 10d. Strap Length: Walls Above and Below Floor: Use 13- min. to each upper and lower studs. Nlin. total length = 26-+ depth of floor system. Strap Length-. !fall Above, Beam or Header Below: Use 13- min. to upper stud, and 13" min to beam or header. Wrap around bottom of beam or header if necessary. NSin. total length = 2 5- + depth of floor system. If upper wall bears directly on a beam. min. strap length -- 26". x Exterior Shear Wall: Attach strap to 2x studs lined up above and below rim joist. Strap to be applied over wall sheathing. If strap falls on header or beam below- nail to header or beam and wrap around bottom if necessary. 17 HD Alt 1 - Holdow n - Embedded Strap Type. Sfin. Capacity: Good for 2185 lb uplift. HoIdGwu: Use LSTTID8 for no rim joist condition. For rim joist condition use LSTHDSRi- 1 ails: Use 16: 16d to full -height stud as follows - Stu d: Use larger of king stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x. Alt 2 - Holdmim - Bolt Type Holdown: Use HDU2. Lags: Use 6 SDS 1 4 x 2.5 to hill -height stud per above Anchor Bolt: If wet set. use 5'8" diameter SSTB16. or 5 8" all -thread with nut and 3" washer on embedded end. Na embedment = 12". If too long to fit in footing, bend 90-degrees at bottom of footing, maintain 3" cover at bottom of Footing- - If rotohammer, use 5'8" Titen HD or all thread & epoxy, with 6' min concrete embedment, centered in stem wall. Ffeaders 77 Sf Mullion General: These are specified mainly to reist out -of -plane wind loads but may also be used to resis in -plane Default header material is Doug Fir No. 2 or better lateral loads if so indicatedin calculations. 2m headers must be in tall orientation with flat 2x nailed at bottom in "L" configuration " Alullion: Use min., 2, 1.75x5.5 LN'Ls, continuous bottom plate to top plate. Default Trimmer. use 1. 2x stud or Simpson LUC hanger. each end. " Top and Bottom Connection: Connect at top plate and bottom plate with 2. A34 and screws. Default King Stud, opening 6-feet wide and less use 1. full height stud each end (plate to plate.) Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC, Default King Stud, opening wider than G-feet. use 2. full height studs each end (plate to plate.) HUC, HUCQ or similar. Trimmer, each end King Stud, each Callout Nfin, use Alt 1 min. use Alt 2 min., use (if blank use default end (ifblankuse 78 KS King Stud At sides of opening use min 2, L75x5.5 LET. king stud=-, continuous bottom plate to top plate. above.) default above.) Support header with trimmer or HUC hanger. 20H 2x6. "L" config 4x6 21H 2x10. "L" confg 2-2x8 4x8 79 N1 Nfullion General: These are specified mainly to reist out -of -plane wind loads but may also be used to resis in -plane 22H 5.5x12 glulam lateral loads if so indicatedin calculations. 23H 6x12 5-5x7-5 glulam 3-5x9 glulam 2 Nfullion: Use min., 2, 2x6s continuous bottom plate to top plate. Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC, 24H 5.5x9 glulam 3.5x12 glulam 2 2 x RUC, HUCQ or similar. 25H 2. 2x10 4x10 80 L Ledger- Roof Diaphragm Beams x Ledger Screws: If connecting to rim or header or other continuous wood, use SDS, or LedgerLOK at Default sawn material is Doug Fir No 2 or better. max 12" ❑C, staggered. If connecting to studs, use 2. SDS or LedgerLOK per stud. Default glulam. LVL. PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E. 2.300 psi. min Fla. Length of SDS or LedgerLOK= Through ledger and sheathing and 15" min embedment into solid framing. Default wall connection. 3" bearing in pocket or on plate with min.. 2 studs below. Default end post connection: LCE. ACE. EPCZ.. ECCQ. or similar. Nlin distance of connector to end ofledger or splice = 2"- N'Iin edge distance to top or bottom ofledger Default corner post connection with mitered beams over. LCE4. LCE4Z. or RTC44. =1.'• 5 Default mid -post connection: LPCZ. PCZ. CCQ. or similar. " Ledger Connection to Wall-. Default beam to cony wall: HGUM hanger with 5.`8x4 Titen HD. or GLB wet -set beam seat. Rafters Pevpendictdar: Use 2x or LPL ledger, min height to match rafters. Applv ledger over wall Default beam to beam connection: Hanger: HU. HUC. HUCQ or similar. Bear on top. 2. HGA10 sheathing. Use hangers to hang rafters on ledger. Pa alW Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar. Ledger to Default Steel Wide Flange: 50 ksi. A992 per Std. Struct'I Specs herein. - be placed over wall sheathing. Connector (if blank Callout Nfin., use Alt 1 ruin., use Alt 2 min., use Notes Afovlo Truss Top Chord Popendicul a., Use continuous 2x blocking between trusses nailed through ovall use default. above) 30B-32B [OPA) sheathing with 16d d 6" OC to solid wood backing {continuous rim, plate, ledger, or blocking.] -Won, Ti ass Bottom Chord Popendicidar: 35D 1.75x14 LVL Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing (rim, plate, 36B 2. 1.75x14 LVL 3.5x14 PSL HWPH to 38B 0 ledger, or blocking.) 37B 2. 1.75x14 LVL 3.5x14 PSL HWP to 38B o Alternate 2 Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and Use W16x50 (16 3" x 7" actual dims) with 2 2x8 or 4x8 nailer on top- connected with 2. SDS V4 x 3 @ 24" up connected with ledger screws per above. 38B through flange. At ends use full bearing on wood member. Connect wl 2. 5.t8" x 4" lags through bottom flange to " Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" ❑C. centerline of bearing member. Floor joists to hang on nailer with top flange hanger. 39D 4x10 95 S Slab on Grade Subgrade: Use structural fill or native material, compacted to 95%relative compaction. It is strongly recommended that all structural fill be checked by a geotechnical consultant. 40B 1.75x14 LVL Underslab Insulation: Nlav use?�S or EPS rigid foam with min., 25 psi compressic� strength under slab. 41B. 42B 2. 1.75x14 LVL 3.5x14 PSL x If used, provide and install per insulation manufacturer's recommendations. 43B 6x12 PT 5.5x7.5 PT glulam Slab Thickness: Use 4" min. 456 1-75x11-8 LVL Reinforcement: Use any ofthe following: 46B 2- 1 75x11-8 LVL 3-5x11-8 PSL - Min., a3 rebar at 24" OC, each way, centered in slab. 47B 2. 1.75xl1.8 LVL 3.5x11.8 PSL at wet bar - Welded was fabric, min- - W2-9, 6"x6" (6 Ga.), centered n slab. Splices overlap 8" min. 48B 4. 1.75xl1.8 LVL 7xl 1.8 PSL Fibermesh per manufacturer's recommendation. 49B 2. 1.75x11.8 LVL 3.5x11.8 PSL HUCC 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 Use min.. 5.5x16, 24F-V8 glulam. Min. backspan = 15'. If this beam acts as wall top plate, connect studs to 50B this beam with A34 and screws. typ. If beam bears on wall top plate. connect with SDS 1/4 x 6 @ 12" max up may be changed or omitted by Owner or architectural designer. through top plate into bottom of beam. Connect this beam to 76P with straps, cleats. or standard hardware. Vapor Barrier: Suggest a min__ 6 mill . plastic vapor barrier under interior slabs- This is a non-structural item and may be changed or omitted by Owner or architectural designer. 51 D 5.5x12 PT glulam 6T-6" 2T-11 1/2" y 39'-6 1/2" UPPER LEVEL WALLS 13 - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE. - STAIR FRAMING PER ARCH AND CODE MIN. 2 - FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. 41 3 53'-6" 35'-5" A9 T-8" 2'-4 1/2" A9 12'-0 1/2" 7t 1'-61/2" 12'-0" T-8" 0 6 T-8" 0 6 3, 8„ 0 6 3,-8„ 0 6 T-8„ 0 7 0'-111/2" T-8„ 0 6 T-8„ 0 6 T-8„ 0'-5" 2,-6" T-8" T-0„ 0 6 T-6" 0 T-0„ 1 0 co W33 3830 PIC W34 3830 PIC W35 3830, PIC W 6 3830 PIC W37 3830 PIC W41 3820 PIC W42 3820 PIC W43 3820 PIC \ W38-12080 4 PANEL ACCORD IAN PATIO DOORI W 9 3866 PIC W40 3866 PIC W44 2616 PIC W45 3060�ASE'W'46 3660 FIX CASE W47 3060 CASE G 20H@144" I 20H@144" 20H@144" - 20H@96" 20H@96" 20H@96" 20H@96" 20H@144" 1 1 20H@144" 20H@144 20H@144 ^ 20H@14142,DOOR 22H @96" MID 20H @96" MID 20H @96" SHOWER _ 5NU U 747 4 ,_4" X T-10„ H co F o w FL E:LOW PROFILE TRACK \ o m - - - � 16SQFT �ih11 00 � u) CP co � 20H@144" \1 O X, o can n co co I I I I I I I I 1 TILE SHOWER J o 0 0 M co MID 20H @96" zaxas 2axaa I OK WITH CURB U N m - SKYLIGHT SKYLIGHT 1 20H@96" v °' 5'-8" 8'-4 1/2" 8'-4 1 /2" 8'-4 1/2" 4W 1 /2" 6'-1 " 12'-0" `t 2'-111/2" 1 o I I I I I II I -8" ' B H1C:[] i - 5a o ��F�E w 1 12'-9" X 16-10" I 1 412o SQ FT o 11'-6" X 15'-0" X NG z 2LL 12 SQ FT 1 I TILE FLOOR 4 198 SQ FT 2oH@96" ( LO o Q 306 306 30B r-------- 30B I I o (2- IIo I I o I I o I I o o 10' CEILING Cl) o � 00 1� I 4 �_ I o TILE FLOOR 77M 0 0 10 K �Q wU) 14 mD wU) m� of - _ I I o LIVING I I No 72-11 1/2° x o 19'-4" X 15'-10" x 0 341 SQ FT o a u. VAULTED CEILING a o co a ° WOOD LIKE TILE FLOOR ¢ ° 20H@96" I I o I I o' o w w � o II II 21 Of LOW PROFILE I I I I 0 Co CD 19'-10" X 11'-8" I I 231 SQ FT I I ® ° VAULTED CEILING 72P I I WOOD LIKE TILE FLOOR I I 20H@120" 20H@120" 20H@120" N N MID 20H@ 96" MID 20H@ 96" MID 20H@ 96' W25 3816 PIC W24 3816 PIC W23 3816 PIC W28 3856 CASE 27 3856 FIX CAS W26 3856 CASE 1'-7" 0'-6" T-8" 0'-6" 3'-8" T-8" 14'-5" 36'-0" TYPICAL HEADER FRAMING WINDOW W/ 6" POST HEADER LESS THAN 5' WINDOW W/ 3" POST (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) KII 11 111 -r, 11 - I HEADER MORE THAN 5' CONCEAL FLANGE HANGER EA. SIDE i FRON 0- � o --- 0 a ai w Imp 0� ® 1 Ju m� �� I IINO O I I I �O Ix� I X� IN0 O I No I�0 I �0 I > o VAULTED CEILING > o 1 17 WOOD LIKE TILE FLOOR I I ~ 10 uJ I O 10° Iii L--------- I II II D27-3080 0 O N M Cl) N 1O INSULATION FOR 1 SOUNDPROOFING 4 -7 6 -0 HALL _ 4'-1" X 8'-11" o N 40 SQ FT °° 0 0 z 10' CEILING M N N -12 WOOD LIKE TILE FLOORINGL U r Q aO D24-3080 I 10' CEILING WOOD LIKE TILE FLOORING PANTRY 5'-2" X 9'-6" - 6'-4" rQn ATI� FT E-1 I NET BAR 4 13 71P VAULTED CEILING %P L1� 9' CEILING TRANSITION o U T-5 1/2" N 5'-11 1/2" 5'-6 1/2" 13 aO N20H@96 HALL _ \1 T 9'-8" X 6'-11" N 'o (0115 OPEN BELOW 57 SQ FT m DIN q U 9'-6" X 8'-2" 13 a 221 SQ FT 0 o m co 20HCa�96" 9'-1 3/4" I 2 A9 N m b LU v 0 20H@96" q o h 0 co T-4" q iv C CLOSET 7' 0" X 2' 0" 18 SQ FT 0 N D29-5080= BEDROOM 1 12'-0" X 12'-1" -80-SQ- FT- 10' CEILING CARPET FLOOR w� Q O 0 co 0 co w Q o 1'" U X iv LL CD MN 0 5 w Q 96" o m G WALL 7'-7" - 4'-0 1/2" N U o a 20H@96" m o v 77M N O � U 20H@96" o q co LO LO > N 20H@96" 20H@96" W58 3060 PIC o W57 3076 PIC W56 3076 PIC T-9" T-0" 12'-0 1/2" 3'-0" 3'-0" 1'-5 1 /2" 1' -4 1 /2" 0'-11 " V-4 1/2" 17'-4" 9'-8" 4'-0 1/2" 32'-6" 3 A9 Pots Default material is Doug Fir No 2 or better. Default bottom connection on plate: 2. A34 with TECO or screws. or 4. 16d face nails. Default bottom connection on beam: 2. A34 with TECO or screws-. or PCZ. Default bottom connection on concrete: PB. or AB. or ABU. or ABW- or CBSQ Connector QFblank Callout 3lin., use Alt 1 min.. use Alt 2 min- use \otes 70P 2-2x4 4x4 2xG 71P 3-2x4 2-2x6 4x6 72P 3-2x6 6x6 4-2x4 73P 6x6 PT 74P 5x10 75P 6x8 76P 6x6 4. 2x6 5.5x5 5 glulam col. 77P 8x8 PT DOOR SCHEDULE # CITY FLOOR SIZE WIDTH HEIGHT DESCRIPTION D01 1 1 3680 R EX 42 " 96 " EXT. HINGE D02 1 1 3080 R EX 36 " 96 " EXT. HINGE D03 1 1 9080 108 " 96 " GARAGE D04 1 1 9080 108 " 96 " GARAGE D05 1 1 3070 L IN 36 " 84 " EXT. FENCE GATE D06 1 1 3080 L EX 36 " 96 " EXT. HINGE D07 1 1 3080 L EX 36 " 96 " EXT. HINGE D08 1 1 3080 R IN 36 " 96 " HINGE D09 1 1 3080 L IN 36 " 96 " HINGE D10 1 1 3080 R 36 " 96 " HINGE D11 1 1 3080 R IN 36 " 96 " HINGE D12 1 1 3080 R 36 " 96 " POCKET DOOR D13 1 1 3080 R 36 " 96 " POCKET DOOR D14 1 1 3080 R IN 36 " 96 " HINGE D15 1 1 3080 R 36 " 96 " BARN -DOOR P01 D16 1 1 3080 R 36 " 96 " POCKET DOOR D17 1 1 3080 L IN 36 " 96 " HINGE D18 1 0 3080 L IN 36 " 96 " HINGE D19 1 0 3080 L IN 36 " 96 " HINGE D20 1 0 3080 L IN 36 " 96 " HINGE D21 1 0 3080 R IN 36 " 96 " HINGE D22 1 0 6080 L IN 72 " 96 " CLOSET SLIDER D23 1 0 2680 L IN 30 " 96 " HINGE D24 1 2 3080 R IN 36 " 96 " HINGE D25 1 2 3080 L IN 36 " 96 " HINGE D26 1 2 3080 R IN 36 " 96 " HINGE D27 1 2 3080 L IN 36 " 96 " HINGE D28 1 2 3080 L IN 36 " 96 " HINGE D29 1 2 5080 L IN 60 " 96 " CLOSET SLIDER FLOOR PLAN NOTES J. STERLING 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 DRAFTED BY: o 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, cli REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J . BASS a`) AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. � E at SHELF AND HANGING ROD. Z 2 1/4" = 1' U.N.O. BUILT IN SHELVES. DATE LU 11 /08/2021 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 1/3 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. (f] X 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, BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF 21 FURNACE. � N PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL o COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF e THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 70 L EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. N MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ° PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 z c� 4 C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w A10 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 z PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE N CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH r= DOMESTIC DRYER EXHAUST. 21 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. J 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. w 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 GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING. U 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4" DIAMETER SPHERE TO PASS � THROUGH PER I.R.C. SECTION 312.2. O U PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR N Z3 14 TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N L MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 00 U SURROUND & HEARTH MATERIAL. � Q O U 1 GARAGE FLOOR SURFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR 0 MIN. 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LL N Z LU LU M >� co \ 16 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. Jw Q O 5 } A10 00 Q 10 GENERAL NOTES 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. W ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED ' ` > OTHERWISE. V _ N ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED O w 00 OTHERWISE. z PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 1..� DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z 1 z LOCATIONS. w n J v w � u� FRAMING NOTES 0 p .2 w REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. - W r n U COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF (� W 0 O FOUNDATION/SLAB/JOISTS BLOCKOUTS. � U) C) FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR Z 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. z> Q Q U z ozou PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST wO OZUU LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z o a a Ot9w2 U�UO FLOOR HOLDOWN LOCATIONS. 0 ow o JZw°UW PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING ^ akz°� LOCATIONS WHERE THERE ISA LOAD BEARING WALLABOVE.Z. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. zawwa °x=za z 3 w_ - - O ° > z _� r00 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM O w � w w o CONNECTIONS. W � a z z z40 UO J °o PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. LL artO,z �0z UO a ` (H . UOzO� Fx<mrt 0 o zz�zz oa_ , z W U Q Q C7Uz�7 N0-aa �OODU W u aFzz zwU00 Q y n U U ammN0 686i ono= �a,o oz0Q 0 wazo _ �LL °Z OWNER APPROVAL INITIAL: PAGE #: PAGE: 12 of 21 Structural Callouts9 - Cop right ConstructionCalc, Inc (CCI) 0 PA Per Architect Structural Item: This item and related connectors shall he per architect designer. 11 RD Roof D' ' COL),, cO GOR Y O A{ 1= 230 Of - seismic; Eh = 322 plf - wind -flax aspect ratio = 3-1. Cy 2x at 24- OC, max. t� n sport: - a m ill, connect per shear wall callout - top of wall- ect to beam, use H25, or A34 w th screws, or similar, tvp. -�/ir callout. ✓� 4 C Q or CD% pNwood. "OFIFLt��se� per IBC 23062-(1) M1ailing: Use 8d at b" edges, 12" field. Blocking: Not required except at supports and at cornnections to shear walls below- 12 FD Floor Diaphragm Sheathing: With joists at 24" or 192" OC, use min., 24 oc rated APA Sturd-I-Floor; either 3 4" species group 1, or TT " species group 4. May be 0S13 or plywood- Good for 130 psf TL g L/360 defl. Sheathing: SL'ith joists at 16" OC, use min., 16 oc rated, APA Sturd-I-Floor, min., 19 32" thick. -May be OSB or pI -,vood. Good for 245 psf TL W' L.'360 defl. Sheathing Layout: Case 1 per I3C 23062.1(1) Orient sheets continuous over two or more spans, with the long dimension across supports. iN ailing: 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. 15 FF Floor -To -Floor Holdoni3 Jtin., Capacity-: Good for 1705 lb tension. Strap: Use CS 16 vertical strap, length as indicated below. Fill all nail holes with 1 Od. x Strap Length: Walls Above and Below Floor: USE 13' min. to each upper and lower studs. _Min. total length = 26' + depth of floor system. Strap Length-. Wall Above, Beam or Header Below: Use 13- min. to upper stud, and 13" min to beam or header- Wrap around bottom of beam or header if necessary. _Min- total length = 26- + depth of floor system. If upper wall bears directly on a beam, min. strap length -- 26". Exterior Shear Wall: Attach strap to 2x studs lined up above and below rim joist. Strap to be applied over wall she athing- If strap falls on header or beam below- nail to header or beam and scrap around bottom if nec essan•. 17 HD Alt 1- Holdow•n - Embedded Strap Type. Min. Capacity: Good for 2185 lb uplift- " Holdown: Use LSTHDS for no rim joist condition. For rim joist condition use LSTHDSR]. I` ails: Use 16, 16d to full -height stud as follows. Stud: Use larger of king stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x. Alt 2 - Holdowm - Bolt Type Holdown: Use HDL 2. Lags: Us 6 SDS 1i4 x 2.5 to full -height stud per above Anchor Bolt: If wet set, use 5'S- diameter SSTB16, 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 " cover at bottom of footing. - If rotohammer, use 5 8" Titen HD or all thread & epoxy, with 6- min concrete embedment, centered in stem wall. 77 JI Mullion General: These are specified mainh• to reist out -of -plane ssind loads but may also be used to resis in -plane lateral loads if so indicated in calculations. Mullion: Use min., 2, 1.75x5.5 LSZs, continuous bottom plate to top plate. Top and Bottom Connection: Connect at top plate and bottom plate with 2, A34 and screws. x Header Connection: Header(s) may_ be supported w th 2x trimmer or hang on this mullion ssith Lti C, HL C, HUCQ or similar. 78 KS Bing Stud At sides of opening use min 2, 1.75x5.5 LNZ king studs, continuous bottom plate to top plate. Support header with trimmer or HL C hanger. 79 JI Mullion General: These are specified mainh• to reist out -of --plane wind loads but may also be used to resis in -plane lateral loads if so indicated in calculations. Mullion: Use min., 2, 2x6s continuous bottom plate to top plate. Header Connection-. Header(s) may be supported with 2x trimmer or hang on this mullion with LL C, HL7 C, HUCQ or similar. 80 L Ledger - Roaf Diaphragm x Ledger Screws: If connecting to rim or header or other continuous wood, use SDS, or LedgerLOK at max 12" 0C, staggered. If connecting to studs, use 2, SDS or LedgerLOK per stud - Length of SDS or LedgerLOK = Through ledger and sheathing and 1.5" min embedment into solid framing. _Min distance of connector to end of ledger or splice = 2 Min edge distanc e to top or bottom of ledger =1 7511 Ledger Connection to Fall: Ra, fto s Use 2x or LZT. ledger, min height to match rafters. Apply ledger over wall sheathing. Use hangers to hang rafters on ledger. Pa)allel Rafter or Ti rrss Top Chord: Ledger maybe top chord of truss or last rafter or similar. Ledger to be placed over wall sheathing. Mono Ti rrss Top Chord Pe) pendicrda : Use continuous 2x blocking between trusses nailed through wall sheathing,with 16d g 6" OC to solid wood backing (continuous rim, plate, ledger, or blocking.) Mono T; uss Battom Chord Pelpendicrdal•: Alternate 1: Hang bottom chord kith hanger mounted over wall sheathing to solid wood backing (rim, plate, 0 ledger, or blocking-) Alternate 2: Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and o connected ssith ledger screws per above. Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. 95 S Slab oo Grade Subgrade: Use structural fill or native material, compacted to 95°-n relative compaction. It is strongly recommended that all structural fill be checked by a geotechnical consultant Underslah Insulation: May use XPS or EPS rigid foam with min., 25 psi compressive strength under slab. If used, provide and install per insulation manufacturer's recommendations. Slab Thickness: Use 4" min Reinforcement: Use any ofthe following: _Min- 3m3 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- Fiibermesh 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 slaps. This is a non-structural item and may be changed or omitted by Owner or architectural designer - STANDING SEAM METAL ROOF 7/16" SHEATHING 12 r r.- MANUF. TRUSS 1 1/2 ALUM. DRIP EDGE - GUTTER 4)(10LOOKER 2 X 12 FASCIA STRIP VENT /1 ENCLOSED SOFFIT OVERHANG VAULTED CEILING PER PLAN R-38 INSULATION 5/8" SHEETROCK 1/2" SHEETROCK 2X6WALL 1 Y=CAL'E0 TRUSS TAIL DETAIL @ VAULT112 = 1' MANUF. TRUSS STANDING SEAM METAL ROOF 7/16" SHEATHING 12 AIR BAFFLE W/ 1" GAP 1 1/2 R-38 INSULATION ALUM. DRIP EDGE - GUTTER ZX10TAIL 2 X 12 FASCIA - - - HEEL VARIES STRIP VENT VENTED BLOCK ENCLOSED SOFFIT 5/8" SHEETROCK OVERHANG C 1/2" SHEETROCK PER PLAN Ih ___2 X 6 WALL D32 X 10 TRUSS TAIL DETAIL SCALE: 112 = 1' 2 2 X 10 TRUSS TAIL DETAIL @ VAULT SCALE: 1/2 = 1' STANDING SEAM METAL ROOF 12 7/16" SHEATHING 1 1/2� MANUF. TRUSS ------------ ------------- _ 2 X 10 TAIL �'-2 X 12 FASCIA STRIP VENT VENTED BLOCK ENCLOSED SOFFIT OVERHANG 1 1! ! n PER PLAN L R-38 INSULATION 5/8" SHEETROCK 1/2" SHEETROCK 2 X 6 WALL R-21 INSULATION 4 2 X 10 TRUSS TAIL DETAIL SCALE: 1/2 = 1' AIR BAFFLE W/ 1" GAP MANU.TRUSS R-38 INSULATION T VENTED BLOCK 5/8" SHEETROCK 1/2" SHEETROCK 2 X 6 WALL R-21 INSULATION /VENTILATION NOTCH STANDING SEAM METAL ROOF 7/16" SHEATHING 2X10 OUTLOOKER I 2 X 12 FASCIA 2 X NAILER STRIP VENT ENCLOSED SOFFIT II BUILT UP RAKE WALL - OVERHANG PER PLAN ROOF EAVE DETAIL @ TRUSS RAKE SCALE: 1/2 = 1 2X4 OUTLOOKER\ AIR BAFFLE W/ 1" GAP\ MANU. TRUSS-,,, R-38 INSULATION SHEETROCK 1/2" SHEETROCK 2 X 6 WALL R-21 INSULATIONS STANDING SEAM METAL ROOF 7/16" SHEATHING DROP END GABLE TRUSS 2 X 12 FASCIA 2 X NAILER STRIP VENT OVERHANG ENCLOSED SOFFIT F PER PLAN ROOF EAVE DETAIL @ DROP END TRUSS SCALE: 1/2 = 1 6Ai� l►.L:66a S 56A4 15 �rdL 'ZiC &A_V-_T'J, _JT6&%5 C'511114 LY . MANU. TRUSS 24" O.C. 3/4" SHEATHING AIR BAFFLE W/ 1" GAP TPO ROOF MEMBRANE 12 ALUM. WALL CAP FOAM BUILDUP / ' 4 PARAPET 1/4 u T & G CEILING PER PLAN FINISHED COLUMN BUILDOUT MASONRY/VENEER X BUILD UP 16" HARDI-SIDING FASCIA STRIP VENT ENCLOSED SOFFIT SCUPPER/DRAIN ROOF TO DOWN SPOUT NOTE: VERIFY WITH SUPERVISOR DOWNSPOUT/DRAIN CONNECTION 5.5X12GLBEXP ROOF DOWNSPOUT ON COLUMN OVERHANG F PER PLAN TPO ROOF PORCH EAVE @ TRUSS SCALE: 3/8" = 1' 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 A2 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 ISALOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. Herders Default header material is Doug Fir No. 2 or better 2x headers must be in tall orientation with flat 2x nailed at bottom in U' configuration Default Trimmer. use 1- 2x stud or Simpson LUC hanger. each end. Default King Stud, opening 6-feet wide and less use 1 full height stud each end (plate to plate-j Default King Stud, opening wider than 6-feet. use 2. full height studs each end (plate to plate.) Trinnner, each end King Stud, each Callout Jiro, use Alt 1 min. use Alt 2 min., use (fblank use default end (ifblank- use above.) default above.) 20H 2x6. 'L" conflg 4x6 21H 2x10- "L" confg 2-2x8 4x8 22H 5.5x12 glulam 23H 6x12 5.5x7.5 glulam 3.5x9 glulam 2 24H 5.5x9 glulam 3.5x12 glulam 2 2 26H 2.2x10 4x10 Beams DESIGNED BY: J. STERLING DRAFTED BY: J. BASS 1/4" = 1' U.N.O. DATE 11 /08/2021 i R N � N 00 � M C: Q O U Z U) WW N Q ~ (a w O cM W - __ < C 6 0 3: coa N Q M 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: LCE. ACE EPCZ. ECCQ. or similar. Default corner post connection with mitered beams over: LCE4. LCE4Z. or RTC44. Default mid -post connection: LPCZ. PCZ- CCQ- or similar - Default beam to conc wall: HGUM hanger with 5.'8x4 Titen HD. or GLB wet -set beam seat. Default beam to beam connection: Hanger: HU. HUC. HUCQ or similar- Bear on top. 2. HGA10- >I t_ Default Steel Wide Flange: 50 ksi. A992 per Std. Struct'I Specs herein. M N Callout Alin., use Alt 1 mConnector (ifblank in.; ose Alt 2 min., use totes o LL W N use default. above) 7CO Z 30B-32B PA) (0 35B 1.75x14 LVL v 7 /1 L�L 36B 2. 1.75x14 LVL 3.5x14 PSL HWPH to 38B 7 ' L 37B 2. 1.75x14 LVL 3.5x14 PSL HWP to 38B W DUse W16x50 (16.3" x 7" actual dims) with 2. 2x8 or 4x8 nailer on top. connected with 2. SDS V4 x 3 @ 24" up J U) 38B through flange- At ends use full bearing on wood member. Connect w/ 2. 98" x 4" lags through bottom flange to of bearing member. Floor joists to hang on nailer with top flange hanger. v 1�ui C)centerline 39B 4x10 w � � /�_Ne V V 40B 1.75x14 LVL r , /I O 418. 42B 2. 1.75x14 LVL 3.5x14 PSL 43B 6x12 PT 5.5x7.5 PT glulam v UJ U) UJ U 45B 1-75x11.8 LVL ON 0) 46B 2. 1.75xl1.8 LVL 3.5x11.8 PSL 0. W � Z 47B 2- 1.76x11-8 LVL 3-5x11.8 PSL at wet bar ^ I..L M a 48B 4- 1.75x11-8 LVL 7xl1-8 PSL 49B 2- 1.75x11-8 LVL 3-5x11.8 PSL HUCQ Use min.. 5.5x18. 24F-V8 glulam. Min. backspan = 16'. If this beam acts as wall top plate, connect studs to 50B this beam with A34 and screws. typ- If beam bears on wall top plate. connect with SDS 114 x 6 @ 12" max up through top plate into bottom of beam. Connect this beam to 76P with straps, cleats. or standard hardware. 61B 5-5x12 PT glulam PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. z> a aU Z ZLLz� 0Oo� OZUU zO,Q 0 U w K O w=z<�U2 J aeon a �j zzUUK �W a�zz80 w�amo ��UQm w Vz w,a_o awwa Ox=za Z w m &5 N Z =��oo O�?xa wF wz boo � wazz Z�1=LL �zoU0 r�?-°o <r O�z ❑OZUO a.1m'a FWOzD2 2<N rL 0 o z3�zz a o - vi W z U a a C7UZ�7 N0-aa LL 0OOVU u aFzz ZwU00 y n U U Oa ammNo 000= O =2U0 2a0o NN ly- w<Z, �LL OWNER APPROVAL INITIAL: PAGE #: A8 PAGE: 13of21 w��- 1T Y a m 12 �� Sw�' o� 1.5 C p R --- --- - --- ��FIELDSe� 11 NJ BEAM @ 121 1/8 12 5C 13 74 CEILING DROPPED 3" FROM BOT. OF I -BEAM @ 113 3/4" 121 1/8" FOR WP DECK SLOPE - WRAPPED 1*] 4 - 5 2 ---- - - - - -- 5 4 L 4 9 NJ r — — — — — — — — — .. ---------------- I 12 L 13 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 3 VIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 16 1/4" FLOOR SYS 10 14 --�-- -I. — — — — — — _ — — — — — EXERCISE ROOM — — - - 9 10 3B a 14 14 it —III I n- Z �� "W ,..������t�t�n►�,_���� ►►.. .� t t t ,,,�. ,��p� � t t t t ti► �t t t t t t t ►, , t t t t t ►. OFFICE/BED 2 � 14 3 0 59 • 12 13 ---------- 16 1/4" FLOOR SYS _--------- 5B MASTER CLOSET WINDOW HEADERS TYP. WINDOW HEADERS 1 14 1/8" FLO TYP. WINDOW HEADERS —o— co 0 5B — — —MASTER CLOSET WINDOW HEADERS TYP. WINDOW HEADERS 11B 6 14 1/ LF8 O TYP. WINDOW HEADERS --—————————————— — — — — — — —o—o co 0 0 00 6 00 N 0 ED cM TEM q "' o �0 00 N 0 10 cM fEM LADE FLOOR ;ADE FLOOR MAX BUILDING HT. ASSEMBLIES AND FINISHES DESIGNED BY: PER HT. RESTRICTION 492.94NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR OVERALL 492 69' ILLUSTRATION PURPOSES ONLY. VERIFYALL MATERIALSAND FINISHES. J. STERLING BUILDING HT. - STANDING SEAM METAL ROOFING N - VENTED RIDGE OR ROOF TO WALL VENT DRAFTED BY: UPPER PLATE HT. - ROOF SHEATHING PER STRCTRL. @ VAULT OF DINNING/GREAT ROOM J. BASS 0 - WATERPROOF MEMBRANE ROOFING - PROVIDE POSITIVE OVERLAP AT I-B z 1 B _ MOLD FOAM TO VERIFIED PITCH @ FLAT ROOFS 1/4" = 1' U.N.O. cu LOWER PLATE HEIGHT - 16" HARDI-PANEL FASCIA @ BOT. VAULT TOP FLOOR ❑ - MFR. TRUSSES 24" O.C. LL DATE o 2 - HEELS PER PLAN Lu - R-38 INSULATION @ COND. AREA 11/08/2021 - 5/8" GWB CEILING COND. AREA a - 14" BCI 6000 1.8 JOISTS 16" O.C. [3] - R-38 HD INS. @ COND. AREA - 5/8" GWB CEILING - 11 7/8" BCI 6000 1.8 JOISTS 16" O.C. 3B - R-38 HD INS. @ COND. AREA - 5/8" GWB CEILING ALL ROOFS - CONTINUOUS ALUMINUM GUTTER ❑ TO MATCH ROOF COLOR 4 - 2X12 FASCIA ON METAL SEAM ROOFS � HARDI-PANEL SIDING ON CHIMNEY - - HARDI SOFFITS EXCEPT DECK & PORCH 2ND FLOOR 475.45' S B) - T&G SHEATHING ON BALCONY & W ❑ ENTRY CEILING W/ CEDAR SOFFITS O Q) C - HARDI FIBER VERTICAL SIDING MAIN PLATE HT. - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. 1�1 PRIMED SPRUCE INSIDE CORNERS - X METAL OUTSIDE CORNERS - VERIFY FENESTRATION TRIM NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR - SMOOTH FIBER CEMENT PANEL SIDING - PRIMED SPRUCE INSIDE CORNERS Co - X METAL OUTSIDE CORNERS Z - VERIFY FENESTRATION TRIM o - MASONRY VENEER 0 - VERIFY SELECTION - INSTALL PER MANUFACTURER INSTRUCTIONS o 21 - 2X6 WALL FRAMING AT EXT. WALLS - R-21 INSULATION IF COND. AREA MAIN FLOOR 464 - 1/2" GWB INTERIOR FINISH J BASEMENT PLATE HT. - SIDING PER ELEVATION - TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING NOTE: VERIFY ALL HEADER 1 O - 1/2" GWB FINISH v HEIGHTS WITH SUPERVISOR - VERIFY STRUCTURAL PER PLAN - INSUL. AT MASTER/ GUEST BEDS - BEAM PER PLAN N 0 - NATURAL FINISH IF EXP. CNI AVG. ° DE 457.94' 1 1 B) - ENG SPEC PT POST PER STRCTRL. W/WRAP 00 rn U) Q O - GLASS PANEL RAILING ON DECK 2) ❑B) -METAL CABLE RAILING IN DRIVEWAY LL Lu U N 12 - ALL 36" HIGH TO CODE z o uJ W -0 Q Q� - 24 X 24 CONC. PAVER DECKING Lu Q - 14" COMPOSITE DECK FASCIA BUILDUP J z_ U N BASEMENT FLOOR 452.73' 1�� - INSTALL WITH SPACERS — J Q m B WATERPROOF MEBRAINE DECK UNDER PAVERS 120 � N Q 0. c ) - 4" CONC. SLAB 14 - R-10 ENTIRE SLAB ON GRADE @ COND. AREA BUILDING SECTION 2 MAX BUILDING HT. PER HT. RESTRICTION 492.94' OVERALL 492.69' BUILDING HT. UPPER PLATE HT. @ VAULT OF DINNING/GREAT ROOM LOWER PLATE HEIGHT @ BOT. VAULT TOP FLOOR {21\11D FLOORI475.4 MAIN PLATE HT. NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR {MAIN FLOORI464'I BASEMENT PLATE HT. NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR AVG. ORG. 4 GRADE57.94' BASEMENT FLOOR1452.73' PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. Lu U >1� LL Lu00 1�U0-Q Z Z J U w Q C%) W uj VJ U w O - Lu0O W �Z cy Q Q QU WOo0 OZUV o�- z oj,w2 W�=° 15 aWO5ui O ww 3�� ZzTw gaK¢w0 zQ O W Oa a z�N U Zx0 =��oo 0 H¢WH N ,-- W zo�, w�3ww0 azz w ZQO0 xz8U1zCV a❑WOOUO z z=m¢ z00Qz0O2 Z W U Q Q --U'Uz77 O�-aa o00VU wa�zz J �oo g� m.w 0 z O"mQ M ?azw W W �o Nz OWNER APPROVAL INITIAL: PAGE #: A 9 PAGE: BUILDING SECTION 3 14 of 21 Y O� ``gCOR� �POFIELD ir�se� VERIFY INSULATION W/CUSTOMER Pi CEILING DROPPED 3" FROM 121 1/8" FOR WP DECK SLOPE GARAGE 0■W 144" - UPPER WIN. HDRS. @ DINING TYP. WINDOW HEADERS o 9 zo 7t m N 9 M 16 1/4" FLOOR SYSTEM TYP. WINDOW HEADERS rp�:..:....:..:.q�..:..::...:..:.i.....�ljl� ilil 14 �IIIIIIIIIIII���� WINDOW cd � ■ � 1 zo €y msd m c8 I �w mommoommmiA I - r - - - - - - - - - - - - - - - - - n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HALL ALL LAUNDRY I I I I EXERCISE 14 GRADE FLOOR 144�- UPPER WIN. HDRS. @ DINING 11 11 TYP. WINDOW HEADERS — — — — — — — — — — — — N COVERED WATERPROOF DECK 0 EO wa.wv ■u_, C� q BO o CEILING DROPPED 3" FROM 11 121 1/8" FOR WP DECK SLOPE r m SM N O M VERIFY INSULATION 16 1/4" FLOOR SYSTEM W/CUSTOMER TYP. WINDOW HEADERS 9 9 MAX BUILDING HT. PER HT. RESTRICTION 492.94 OVERALL 492.69' BUILDING HT. UPPER PLATE HT. @ VAULT OF DINNING/GREAT ROOM LOWER PLATE HEIGHT @ BOT. VAULT TOP FLOOR I2ND FLOORI475.45'I MAIN PLATE HT. NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR IMAIN FL225I4(j4'I BASEMENT PLATE HT. NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR AVG. 1oRG. 457.94' o��� BASEMENT FLOOR1452.73' MAX BUILDING HT. R HT. RESTRICTION 492.94' OVERALL 492.69' ILDING HT. 'PER PLATE HT. VAULT OF DINNING/GREAT ROOM (LOWER PLATE HEIGHT (@ BOT. VAULT TOP FLOOR {21ND FLo2RI475.45'� MAIN PLATE HT. NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR — _ — — — — MAIN FLOOR 464 II III -I III 14 1/8" FLOOR SYSTEM BASEMENT PLATE HT. = = = = =fl = I = TYP. WINDOW HEADERS NOTE: VERIFY ALL HEADER -- — — — — — — _ — — — — — HEIGHTS WITH SUPERVISOR _____ AVG.ORG. o 457.94' GRADE iTi — — — — — — —III —III — — = = = = — — — — = = = = = = 1 - - BA EMENT FL R s o0 452.73 illlllilllllilllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll _ _ _ SLAB ON GRADE FLOOR - - ASSEMBLIES AND FINISHES DESIGNED BY NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR ILLUSTRATION PURPOSES ONLY. VERIFY ALL MATERIALS AND FINISHES. J. STERLING - STANDING SEAM METAL ROOFING N - VENTED RIDGE OR ROOF TO WALL VENT DRAFTED BY: - ROOF SHEATHING PER STRCTRL. J. BASS - WATERPROOF MEMBRANE ROOFING - PROVIDE POSITIVE OVERLAP AT I-B z 1 B _ MOLD FOAM TO VERIFIED PITCH @ FLAT ROOFS - 16" HARDI-PANEL FASCIA 1/4" = 1' U.N.O. - MFR. TRUSSES 24" O.C. - HEELS PER PLAN DATE o - R-38 INSULATION @ COND. AREA 11/08/2021 - 5/8" GWB CEILING COND. AREA o - 14" BCI 6000 1.8 JOISTS 16" O.C. - R-38 HD INS. @ COND. AREA D1- 5/8" GWB CEILING - 11 7/8 BCI 6000 1.8 JOISTS 16 O.C. XX- R-38 HD INS. @ COND. AREA - 5/8" GWB CEILING ALL ROOFS - CONTINUOUS ALUMINUM GUTTER ❑ TO MATCH ROOF COLOR 4 - 2X12 FASCIA ON METAL SEAM ROOFS HARDI-PANEL SIDING ON CHIMNEY - - HARDI SOFFITS EXCEPT DECK & PORCH 5 B) - T&G SHEATHING ON BALCONY & W ❑ ENTRY CEILING W/ CEDAR SOFFITS 00 C - HARDI FIBER VERTICAL SIDING - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. - PRIMED SPRUCE INSIDE CORNERS - X METAL OUTSIDE CORNERS - VERIFY FENESTRATION TRIM 10 - SMOOTH FIBER CEMENT PANEL SIDING - PRIMED SPRUCE INSIDE CORNERS o - X METAL OUTSIDE CORNERS Z - VERIFY FENESTRATION TRIM o U - MASONRY VENEER - VERIFY SELECTION - INSTALL PER MANUFACTURER INSTRUCTIONS E 21 - 2X6 WALL FRAMING AT EXT. WALLS ❑- R-21 INSULATION IF COND. AREA 9 - 1/2" GWB INTERIOR FINISH J - SIDING PER ELEVATION - TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING E 1 - 1/2" GWB FINISH O - VERIFY STRUCTURAL PER PLAN c: - INSUL. AT MASTER/ GUEST BEDS o - BEAM PER PLAN N 0 ❑- NATURAL FINISH IF EXP. CN 11 B) - ENG SPEC PT POST PER STRCTRL. W/WRAP m � Q O - GLASS PANEL RAILING ON DECK ❑B) -METAL CABLE RAILING IN DRIVEWAY LL w U) 12 -ALL 36" HIGH TO CODE Z o uJ W mt _0 � Q Q� - 24 X 24 CONC. PAVER DECKING L11u Q m 13 - 14" COMPOSITE DECK FASCIA BUILDUP _ z oo Q m - INSTALL WITH SPACERS Q o Z B WATERPROOF MEBRAINE DECK UNDER PAVERS o0 2 N Q 5. M - 4" CONC. SLAB 14 - R-10 ENTIRE SLAB ON GRADE @ COND. AREA BUILDING SECTION 4 PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4i 009 SQ . FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. w - U >1 V- LL LLI U�Q Z z J U Lu Q � C%) W \ VJ U 0 I— � O LU O w 0� I..L III W 3: � Cy) Z Z> Q Q U / A Z 0 Z w0M VJ■ �ZUU o�¢ z o�w� w-Z0 za00w O Zw, z Z Z H ga K¢In0 =ww2Wm Q ❑ U W Z owxwxzwd a z w N 2N =F�wO W N~¢w~ Nr❑ ? _, ¢ o�2 6 wH IL00 �%� w3�azz w - �/ / Z�N= �ao0o KZ8OU � � Z ❑OOZOO Z wOZU� F2 - to K 3 0 0 3 ❑ Z z4a Z LL z ui; 11 Z w U Q Q gZHU P - � H w a a O aOUO Z�zz �oo J Q am0N0 F 000M F Z UH Y (J Z ¢K O w OZ❑ cm LL Z Z Z r w 9O x r F yz OWNER APPROVAL INITIAL: PAGE #: PAGE: 15of2`1 BUILDING SECTION 5 Y O� 4C �POFIELD ir�se� 12 1.5 F 0 Ln"WINIMI a W53 3060 CASE W51 3060 CASE W52 3060 FIX CASE W54 3076 PIC 5C h 5C rp ��II1 ■�.r!"!low .1'� 1 .��1 ®A• WrAM liii��7io■r■■:`G �iirrruftlr'JAI M MEN wommW1111111111 /1 _"R L G WEILIm 1 w - 1 - - - - - - - - - - 4B 5 norm ❑6 _ I 120" - UPPER WIN. HDRS. @ DINING TYP WINDOW HEADERS W50 3060 CA I W48 3060 CASE W49 3660 FIX CASE 3016 PIC. ❑7 W61 3060 FIX CASE W59 3060 CASE — W60 3060 CASE 1------------------------------------------------------ [-Vill ---------------- - — — — — — — — — — 4� 4 5 5 © 1 W43 3820 PIC. W42 3820 PIC W41 3820 PIC W37 3830 PIC W36 3830 PIC W35 3830 PIC W34 3830 PIC W33 3830 PIC JE M4- 1 rL7 �7 �11 - 11 5B W38-12080 4 PANEL ACCORDIAN PATIO DOOR I W44 2616 PIC ❑ I 6 I 12 12 W47 3060 CASE W46 3660 FIX CASE W45 3060 CASE W40 3866 PIC W39 3866 PIC 13 13 SKIP SHEATHING UNDER BALCONY 12 13 SKIP SHEATHING UNDER BALCONY — N o 0 W N v M 16 1/4" FLOOR SYSTEM MASTER CLOSET WINDOW HEADERS TYP. WINDOW HEADERS 4 14 1/ LF8 O TYP. WINDOW HEADERS —o- 0 4 144" - UPPER WIN. HDRS. @ KITCHEN TYP. WINDOW HEADERS MAX BUILDING HT. PER HT. RESTRICTION 492.94' OVERALL 492.69' BUILDING HT. UPPER PLATE HT. @ VAULT OF DINNING/GREAT ROOM LOWER PLATE HEIGHT @ BOT. VAULT TOP FLOOR {2ND FLOOR�45'I MAIN PLATE HT. NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR {MAIN FILCOR 464'I BASEMENT PLATE HT. NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR AVG. oRG. 457.94, GRADE BASEMENT FLOOR 452.73' ON GRADE FLOOR O o 7t 00 (V O LO M 16 1/4" FLOOR SYSTEM MASTER CLOSET WINDOW HEADERS -------------- TYP. WINDOW HEADERS / W10 3010 PIC OBSC. / ❑ 1 7 1 7 _ D06-3080 0 j ASE D05-3070 q 60 _ W09 3056 CASE W08 3055 CASE W07 5056 FIX CASE W06 3056 C Aw 13 � 14 — 14 1/8" FLOOR SKIP SHEATHING UNDER BALCONY TYP. WINDOW HEADERS `77---77-77-7fi�� 1 0 o 2 13 - MAX BUILDING HT. PER HT. RESTRICTION 492.94' OVERALL �492.69'1 BUILDING HT. UPPER PLATE HT. @ VAULT OF KITCHEN/GREAT ROOM LOWER PLATE HEIGHT @ BOT. VAULT TOP FLOOR I2ND FLOORI475.49 MAIN PLATE HT, NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR IMAIN FLOORI464'I BASEMENT PLATE HT. NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR AVG. oRG. 457.94' GRADE - BASEMENT FLOOR 452.73' SLAB ON GRADE FLOOR NORTH—WEST ASSEMBLIES AND FINISHES DESIGNED BY NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR ILLUSTRATION PURPOSES ONLY. VERIFYALL MATERIALSAND FINISHES. J. STERLING - STANDING SEAM METAL ROOFING N - VENTED RIDGE OR ROOF TO WALL VENT DRAFTED BY: - ROOF SHEATHING PER STRCTRL. J. BASS - WATERPROOF MEMBRANE ROOFING - PROVIDE POSITIVE OVERLAP AT I-B z 1 B _ MOLD FOAM TO VERIFIED PITCH @ FLAT ROOFS - 16" HARDI-PANEL FASCIA 1/4" = 1' U.N.O. - MFR. TRUSSES 24" O.C. - HEELS PER PLAN DATE o - R-38 INSULATION @ COND. AREA 11/08/2021 - 5/8" GWB CEILING COND. AREA D - 14" BCI 6000 1.8 JOISTS 16" O.C. - R-38 HD INS. @ COND. AREA D1- 5/8" GWB CEILING - 11 7/8" BCI 6000 1.8 JOISTS 16" O.C. XX- R-38 HD INS. @ COND. AREA - 5/8" GWB CEILING ALL ROOFS - CONTINUOUS ALUMINUM GUTTER ❑ TO MATCH ROOF COLOR 4 - 2X12 FASCIA ON METAL SEAM ROOFS HARDI-PANEL SIDING ON CHIMNEY Z - - HARDI SOFFITS EXCEPT DECK & PORCH 5 B) - T&G SHEATHING ON BALCONY & W ❑ ENTRY CEILING W/ CEDAR SOFFITS Q)m C - HARDI FIBER VERTICAL SIDING - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. - PRIMED SPRUCE INSIDE CORNERS - X METAL OUTSIDE CORNERS - VERIFY FENESTRATION TRIM 70 L 61 - SMOOTH FIBER CEMENT PANEL SIDING - PRIMED SPRUCE INSIDE CORNERS o - X METAL OUTSIDE CORNERS Z - VERIFY FENESTRATION TRIM o - MASONRY VENEER N - VERIFY SELECTION - INSTALL PER MANUFACTURER INSTRUCTIONS U - 2X6 WALL FRAMING AT EXT. WALLS ❑- R-21 INSULATION IF COND. AREA 9 - 1/2" GWB INTERIOR FINISH J - SIDING PER ELEVATION - TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING E 1 - 1/2" GWB FINISH O - VERIFY STRUCTURAL PER PLAN v - INSUL. AT MASTER/ GUEST BEDS o - BEAM PER PLAN N ❑- NATURAL FINISH IF EXP. cN 11 B) - ENG SPEC PT POST PER STRCTRL. W/WRAP m � Q O - GLASS PANEL RAILING ON DECK 0 ❑B) -METAL CABLE RAILING IN DRIVEWAY LL. w U) 12 -ALL 36" HIGH TO CODE z o LLI W c Q Q� m - 24 X 24 CONC. PAVER DECKING LLIQ � p m 13 - 14" COMPOSITE DECK FASCIA BUILDUP z Do Q m - INSTALL WITH SPACERS Q _ Z B WATERPROOF MEBRAINE DECK UNDER PAVERS o0 2 N Q 5. M " CONIC. SLAB 5-4] - R' 0 ENTIRE SLAB ON GRADE @ COND. AREA NORTH—EAST ELEVATION PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. ELEVATION W O U �� LL z W oNNo �, F�U0_Q z � Z a� J U � W Q 0 � C%) W VJ U F_ � w O W oO o� I ' I W (3) 7 < U / Q Z ( 10 z wooer �ZUU O,a oww� O w�zC aw'a a � Z Z U U oe �rpOx arzz0 �Eamo Q � Zdwwa Oxxza /`J Z w U U �N =��oo w �n�awE �x?xa wo��� wm w� J Kz, W ��aa1 r�< �a000 <OOUz a0zC)0 Fx�wrt 0 O zzoQz O Z W U a a _ C7UZ» w.00DU uia-zz Zw000 a r�UU ammo W 000= FZ0z o�mQ x wa�0 W ~LL ,z OWNER APPROVAL INITIAL: PAGE #: All PAGE: 16of2`1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y O fin{ 4 4B 12 1.5 t" — — — — — — — — — — — — — — — — � &5 — — — — — — — — — — — — — — — — — — — — — - I I 4 C O R��°� 6 I I 1 12 �poF1ELD Sep W31 3830 PIC 1.5 1 I 5 ' 4 5 11 - 5C — — — — — — — W32 3866 PIC 12 13 SKIP SHEATHING UNDER BALCONY I 11 W05 3016 PIC OBSC 0 3660 OPENINGS W/ PRIVACY SCREENS � 7 5C 7p NCH DOOR 7 W04 3016 PIC OBSC 4 W25 3816 PIC W24 3816 PIC W23 3816 PIC -- - ------- W22 3060 PICO W21 3060 PIC _11B­I, W W0nFl1 2620 PIC 5B 11 5C S DO1-3680: W02 2620 PIC , 14 W03 2620 PIC 171 n ASSEMBLIES AND FINISHES DESIGNED BY MAX BUILDING HT. NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR PER HT. RESTRICTION 492.94 ILLUSTRATION PURPOSES ONLY. VERIFYALL MATERIALSAND FINISHES. J. STERLING _------------------------------ STANDINGSEAMMETALROOFING N OVERALL �492.69'1 ❑ - VENTED RIDGE OR ROOF TO WALL VENT DRAFTED BY: BUILDING HT. 1 - ROOF SHEATHING PER STRCTRL. J. BASS IL ------------------------------ -WATERPROOF MEMBRANE ROOFING UPPER PLATE HT. > @ VAULT OF KITCHEN/GREAT ROOM 1 B - PROVIDE POSITIVE OVERLAP AT I-B z - MOLD FOAM TO VERIFIED PITCH @ FLAT ROOFS 1/4" = 1' U.N.O. - 16" HARDI-PANEL FASCIA 144_ UPPER WIN_HDRS_@ LIVING _ MFR. TRUSSES 24" O.IC. 'l 4 - DATE HEELS PER PLAN o - R-38 INSULATION @ COND. AREA 11/08/2021 5-------------- - - - - -- - LOWER PLATE HT. -5/8"GWB CEILING COND. AREA a @ BOT. VAULT TOP FLOOR - 14" BCI 6000 1.8 JOISTS 16" O.C. F3 - R-38 HD INS. @ COND. AREA TYP. WINDOW HEADERS N - 5/8" GWB CEILING - 11 7/8" BCI 6000 1.8 JOISTS 16" O.C. q 3B - R-38 HD INS. @ COND. AREA - 5/8" GWB CEILING ALL ROOFS - CONTINUOUS ALUMINUM GUTTER TO MATCH ROOF COLOR q 2X12 FASCIA ON METAL SEAM ROOFS `" HARDI-PANEL SIDING ON CHIMNEY - HARDI SOFFITS EXCEPT DECK & PORCH co 5 B) - T&G SHEATHING ON BALCONY & W ENTRY CEILING W/ CEDAR SOFFITSQ) ------------------ - - - - -- 2NDFLooR475.45' C-HARDIFIBERVERTICALSIDING61 16 1/4" FLOOR SYSTEM - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. MAIN PLATE HT. 6 - PRIMED SPRUCE INSIDE CORNERS ❑ - X METAL OUTSIDE CORNERS - TYP. WINDOW HEADERS VERIFY FENESTRATION TRIM 70 LNOTE: VERIFYALL HEADER - SMOOTH FIBER CEMENT PANEL SIDING HEIGHTS WITH SUPERVISOR 7 - PRIMED SPRUCE INSIDE CORNERS o ❑ - X METAL OUTSIDE CORNERS Z - VERIFY FENESTRATION TRIM o - MASONRY VENEER N 12 - VERIFY SELECTION - INSTALL PER MANUFACTURER INSTRUCTIONS U - 2X6 WALL FRAMING AT EXT. WALLS ❑- R-21 INSULATION IF COND. AREA 9 - 1/2" GWB INTERIOR FINISH J MAIN FLOOR 464' - SIDING PER ELEVATION LL 14 1/8" FLOOR SYSTEM BASEMENT PLATE HT. - TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING E 1 - 1/2" GWB FINISH O - VERIFY STRUCTURAL PER PLAN c: TYP. WINDOW HEADERS NOTE: VERIFYALL HEADER � - - - - - - HEIGHTS WITH SUPERVISOR - INSUL. AT MASTER/ GUEST BEDS o - BEAM PER PLAN N 0 ❑- NATURAL FINISH IF EXP. cN 11 BE02) - ENG SPEC PT POST PER STRCTRL. W/WRAP rn AVG. oRG. 457.94 Q o GRADE - GLASS PANEL RAILING ON DECK 3 ❑B) -METAL CABLE RAILING IN DRIVEWAY LL Lu U) 12 -ALL 36" HIGH TO CODE z o LEI W Q Q� - 24 X 24 CONC. PAVER DECKING Lu O 13 - 14" COMPOSITE DECK FASCIA BUILDUP _ z Do Q cco m - INSTALL WITH SPACERS Q - ZCD BASEMENT FLOOR 452.73' B WATERPROOF MEBRAINE DECK UNDER PAVERS o0 2 N Q 5. m SLAB ON GRADE FLOOR - 4" CONIC. SLAB 14 - R-10 ENTIRE SLAB ON GRADE @ COND. AREA SOUTH-WEST ELEVATION 1 5 120" -UPPER WIN. HDRS. @DINING TYP. WINDOW HEADERS / 5C / / 7 o _ o o co N W28 3856 CASE W27 3856 FIX CASE W26 3856 CASE At W58 3060 PIC M LAM 1B 4 W57 3076 PIC W56 3076 PIC — — — — — I I 16 1/4" FLOOR SYSTEM I I 5C �I�li ---- 5B 11 D04 9080 D03-9080 TYP. WINDOW HEADERS ❑7 ® 1 2 D05-3070 � 7 60 o i — Q o0 14 W20 3060 PIC W19 3076 PIC W18 3076 PIC IIII II 13 14 1/8" FLOOR SYSTEM SKIP SHEATHING UNDER BALCONY TYP. WINDOW HEADERS / 1 —o- 0 co W67 3060 CASE W65 3060 CASE W66 3060 FIX CASE — 13 SLAB ON GRADE FLOOR w CN MAX BUILDING HT. PER HT. RESTRICTION 492.94 O LL V (10 W : N OVERALL 4CJ2•69' BUILDING HT. z L.L LL � r , UPPER PLATE HT. z ' Z Q @ VAULT OF DINNING/GREAT ROOM W ' V I. LJ U Q .2 u) cj� W LLJ U LOWER PLATE HEIGHT @ BOT. VAULT TOP FLOOR U w VJ W I' I 0 O /'1 W U 0�/ u 7 I'I ,,I-L3: (y) {2ND FLOOR475.49 MAIN PLATE HT. NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR {MAIN FLOORI464'I BASEMENT PLATE HT. NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR AVG. oRG. 457.94' GRADE BASEMENT FLOOR1452.73' PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT, STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. y U / Q Q 10 Z w0� �ZUU O,a O0.c O °0z° aw'a _ a of K 0 16,60z U U �rpOx aHZZ0 10amo �0U�m Q 0 Zdwwa oxxza /`J Z. w U U U U =F<op W nmawta Um?x w�-w� J �z W z�aaz rU �a000 arto�z pOZUp a�Zm'a zD2 Fx�rt zp o O zoQw z Z W U a a _ C7UZ» Ozm �OODU uia�zz ZwU00 ammo W -.0 000= F Z U 0 O o"mQ ag0 w w OWNER APPROVAL INITIAL: PAGE #: PAGE: -i 7 of 2 `1 SOUTH-EAST ELEVATION PREFAB WOOD PRODUCTS I FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES �Gl� PRrD WOOD PRODUCTS: z Y o �A{9 P isses. Where shown on the plat cated structural roofing mei 4cg�w,oz a, designed by a certified pro' �` zOrr(Q � neer. The prefabricated structural roofing designer shall provide to the Contractor stamped design drawings with appropriate notes showing member sizes, forces, installation procedures, blocking, bracing, etc. Engineered Wood — General. These products must be provided, stored, and installed in accordance with manufacturer's recommendations. Failure to do this may void the warranty and diminish load carrying capacity. Any nationally -recognized brand that meets the below specifications is acceptable. I-beam Composite Web / Flange Joist Products. The contractor shall install the I -Joist products complete with web stiffeners and other blocking / bracing as shown on the Plans and / or as recommended by the manufacturer. PSL (Parallel Strand Lumber) and Versa -Lam. Use minimum 2.OE, 2,900 psi minimum allowable bending stress. LVL Laminated Veneer Lumber). Use minimum 1.9E, 2,600 psi minimum allowable bending stress. LSL (Laminated Strand Lumber). Members indicated as 1.5E shall have min., 1.5E modulus of elasticity and 2,300 psi allowable bending stress. Members indicated as 1.3E shall have min., 1.3E modulus of elasticity and 1,700 psi min. allowable bending stress. Glue -Laminated Timbers. Unless otherwise noted, all glulam beams shall be 24F-V4 DF/ DF. Any that span continuously over one or more interior supports or are cantilevered, use 24F-V8 DF/DF. Use industrial appearance grade, unless visually exposed to interior living space use architectural appearance grade. Pressure Treated (PT) glulams shall be not less than 10% weaker than the above in bending, shear, and modulus of elasticity, using suitable wood species for pressure treating. All glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with manufacturer's recommendations. PRE -FABRICATED FRAMING CONNECTORS: Manufacturer: Simpson brand is specified, however any other nationally recognized brand may be used provided that they are equivalent in their ability to carry all applied loads in all orientations. Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements. The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to. Nails and screws which will be exposed to weather shall be galvanized or stainless steel. If installation risks cracking of wood, contact engineer for alternate nailing and / or alternate connector. Simpson SDS Wood Screws. Where specified, install per manufacturer's recommendations. In general these do not need pilot holes. However, if wood is old and or very dry pilot holes may be required to avoid splitting. Use length as specified in Plans but never less than required to ensure full strength. Simpson SD Wood Screws. With most Simpson connectors, Contractor may use SD9 in lieu of 10d nails, and / or SD10 in lieu of 16d nails. These are provided in 1-1/2" and 2-1/2" lengths. Use the length necessary for full penetration into the member(s) connected. CONVENTIONAL WOOD FRAMING: General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members per the Plans and applicable building code. Where Structural Plans do not specifically address a structural element, construct said element per minimum building code. FramingMaterial. All sawn framing lumber, not including beams posts, and columns shall be g g ,p , Spruce Pine Fir, Hem Fir, or Douglas Fir - Larch, Number 2 or better, unless otherwise shown. All sawn wood shall have moisture content less than 25%. Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from horizontal diaphragm to horizontal diaphragm (horizontal diaphragms are roofs and floors that connect to exterior walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. Stud size, material, and maximum length between diaphragms is shown in shear wall table. Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 or better, except where exposed to weather and specified as PT (Pressure Treated) may be Hem Fir No. 2 or better. Glulams, PSLs, LVLs, etc. shall be per Prefabricated Wood Products section below. Nails: Nails called out herein are "common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, similar length nail gun nails may be substituted provided 50% more nails are used. For example if 8, 16d are called out, the number of similar length .131 diameter nail gun nails required is 8*1.5 = 12. As another example if 16d nails are called out at 4" spacing, the spacing of similar length, narrower nail gun nails shall be 4/1.5 = 2.7". Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall Table herein using materials designated for lateral load resistance by nationally - approved manufacturers. All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called out, or labled "NS" are not intended as shear walls and shall be built per minimum code. Sheathing. "PW" walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall Table, oriented either direction. "GW" walls are drywall shear walls, use per Shear Wall Table. Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. At garage door corners with "2PW" and stronger shear walls, no sheathing joints are allowed within 2-feet in any direction of said garage door corners. Multiple Ply Members. Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple ply king stud, trimmer, or header, connect all plies with 16d at 4" OC, staggered. Beams, Columns. Where more than one 2x, or LVL, or LSL is placed against another and used as a multiple ply beam or column, connect all plies with glue and 2, 16d at 4" spacing. Glue, Epoxy. Where specified, wood glue shall be commercial grade with minimum shear strength of 450 psi at 28 days. Use Liquid Nails LN-940 or similar. Prep and apply per manufacturer's recommendations. Epoxy used with wood dowels or drift pins shall be Simpson ET -HP, or other brand intended for wood use. Wood and dowel shall be clean and dry prior to epoxy installation. Window and Door Openings. Header. Use minimum size as called out on Plans. All headers shall be installed with their tall dimension vertical. If header is less than 3 inches wide (I.E. a single 2x or single LVL) use a flat 2x nailed to the bottom of header in an "L" configuration with 16d at 4" max spacing. If no header is specified, the wall is assumed non -load bearing and wall top plate may serve as the header. Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers for each opening shall be individual members with full -height king studs between them. Each header shall use the number of king studs specified below or in the Structural Callouts. Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger of similar bearing length and capacity may be substituted for trimmer. King Studs. Unless otherwise shown on Plans use the following. These must be full -height, bottom plate to top plate, IE diaphragm to diaphragm. • * Opening less than 6' wide — use min., one king stud each end of header. • * Opening 6.1' wide to 9' wide — use min., two king studs each end of header. • * Opening 9.1' wide to 16' wide, use min., three king studs each end of header. Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the end of the header shall be connected to the remaining top plate beyond with a horizontal CS18 strap with minimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside, or outside of wall. Anchor Bolts. Shear wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the spacing shown in the Plans but never greater than 60" OC and within 12" of ends and corners, with 3" x 3" x .229" steel washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. Rotohammered anchor bolts at the same spacing may be used in lieu of wet set - see specifications in previous section. An alternate to wet -set anchor bolts and washers may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. Non -shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and corners and shall be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" min embedment wet -set, or 1/2" Titen HD with 4" min embedment. Non -shear wall anchors may be 0.145" diameter powder -actuated pins with 1-1/2" min concrete embedment, at 16" OC, unless otherwise shown . Decks: Joist hangers used at decks shall be connected to all wood members with corrosion - resistant TECO or similar nails, or screws, Simpson SD9 or similar. Hangers shall be U or LU only (not LUS.) Ledgers shall be attached with screws or lag bolts per Callouts. All hardware and connectors shall be at least medium -duty corrosion -resistant with galvanizing or similar. Flashing and waterproofing is by others. Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil, and when directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise non -reactive with metal connectors (including nails, bolts, framing connectors, etc.) or structural steel members. In certain cases non -pressure treated lumber may butt against concrete. In these cases use a layer of heavy, asphaltic -treated construction paper between wood and concrete. Blocking / Bridging. Provide continuous blocking at all bearing locations. Provide full depth bridging or blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm connection on the top . Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer post, column, or other concentrated loads through the floor to the supports beneath. Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug wrench tight condition; use standard A307 bolts; for bolts in wood, drill the same diameter hole as the bolt; for bolts in steel drill holes 1/16" larger than the bolt diameter. Provide the following minimum edge distances between centerline of bolt and all edges of bolted wood, and between centerline of multiple bolts: 5/8 inch diameter bolts ................... 3 inches 3/4 inch diameter bolts ................... 3.75 inches Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, webs, etc.) shall be one inch. Engineer shall specifically approve any bolted connection using less edge distance than shown above. Lag Bolts. All lag bolts greater in diameter than 1/4" shall have pilot holes pre -drilled. Size of pilot hole in threaded portion shall be 70% of the unthreaded shank diameter (or alternatively, 90% of the root diameter of the threaded portion). Pilot hole diameter of unthreaded portion shall be the same diameter as the unthreaded shank. FOOTINGS, FOUNDATIONS, SLABS ON GRADE: Geotechnical Re lad: CCI is not aware of a geotechnical report for this project. CCI strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Soils analysis and geotechnical engineering are not a specialty of CCI. CCI depends on others for the provision of soils data, which includes but is not limited to: allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral pressures, internal friction angle, and cohesion. In the absence of a geotechnical report CCI will make assumptions regarding soil parameters, however, CCI takes no responsibility or liability for future settlement, or damage or injury due to earth movement or failure of any kind. Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway specifications for imported road base or sub base; or use sand or other clean granular materials no larger than pea gravel. All structural fill must be compacted per the following section. Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical (vibratory or impact) methods. In paved areas and under structures, use structural backfill compacted to 95% relative compaction. In non -paved or non -footing areas use structural backfill or native backfill minus rocks, lumps, and organic matter, compacted to 92% relative compaction. Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, etc.) use structural fill around the structure. Carefully place and compact to 95% relative compaction under and around all pipes. When roots, rocks, or other undesirable materials cause over -excavation, fill over -excavation and compact per the above. Foundations, Footings on Soil: All footings and foundations to bear on undisturbed existing soil or structural fill. All organic and deleterious material beneath footings and foundations to be removed and replaced with structural fill. Bottom of footings to be below locally prescribed frost zone, not less than 12". Foundations, Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, dirt, moss, debris, or other deleterious substances. Pressure wash as necessary. Use bonding agent prior to pouring concrete on rock. Where rock is sloped less than 4:1 (14-degrees), no dowels into rock are necessary. Where rock is sloped 4:1 (14-degrees) or greater (up to 45-degrees max), use #4 x 18" long dowels rotohammered min., 8" into solid rock. Rotohammered holes to be 1/2" diameter, perpendicular to face of rock. No epoxy is necessary. Dowels to be located as follows: o For continuous footings, use dowel within 6" of ends, corners, and intersections and at 36" OC max spacing. Dowels to be centered on stemwall. o For pad footings larger than 12" square or round, use three dowels spaced 8" apart, centered on footing. If dowel is too long to fit in footing, bend as necessary to provide 2" cover at top and / or side(s). o For pad footings equal or smaller than 12" square or round, use two dowels spaced 6" apart, centered on footing. If dowel is too long to fit in footing, bend as necessary to provide 2" cover at top and / or side(s). Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining material and a suitable vapor barrier (designed by others) are recommended for all interior slabs. Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be provided at the base of all footings and retaining walls which will have earth placed against them. Footing drains shall be 4" perforated pipe routed downgradient to daylight, unless otherwise specified. STANDARD CONCRETE: Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of f'c = 2,500 psi unless otherwise noted on Plans. Minimum cement content = 5 sacks per cubic yard. Maximum water/cement ratio shall be 0.45. All materials shall be in accordance with ACI 318, latest edition. Mixing and placing of all concrete to be in accordance with IBC and ACI 304, latest edition. Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and / or waterproofing may be used provided the strength and durability of the concrete is not adversely affected. Air Entrainment. Provide 5% air entraining in all concrete exposed to the earth or weather. Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a corresponding reduction in cement content. Any such concrete shall obtain at least the strength and durability characteristics as Standard Concrete listed above. CONCRETE REINFORCING: Strength: Standard Footings. Stem walls, Slabs on Grade. Reinforcing bars (rebar) for standard footings, stem walls, and slabs on grade shall be grade 40 (Fy = 40 ksi) or better, unless otherwise specified in the Plans. Strength: Retaining Walls and other Structural Elements. Reinforcing bars (rebar) for retaining walls retaining more than 4-feet of soil and their footings, and for structural beams, structural columns and the like shall be grade 60 (Fy = 60 ksi) unless otherwise specified in the Plans. Splicing, Bending. All reinforcing shall be spliced, detailed, bent, and supported in accordance with the most recent ACI code adopted by the jurisdiction. Welded Wire Fabric. Unless otherwise specified, welded wire fabric (WWF) shall be W2.9, 6"x6" (6 Ga.), ASTM A-185. Splice by lapping one mesh +2" all sides. Cover. Provide the following minimum cover: Footings and other unformed surfaces, distance from the bar to earth face ... 3" Formed surfaces in direct contact with earth ......2" Surfaces exposed to weather ........................ 1-1 /2" For slabs on grade, center the reinforcement in the slab unless otherwise specified. BOLTS AND DOWELS IN CURED CONCRETE: General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques. Minimum concrete embedment = 4-inches unless otherwise specified. Minimum distance to any edge or end of concrete = 3" from hole centerline unless otherwise specified. Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of existing reinforcing bars may be by non-destructive methods (pachometer, radar, or similar). Washers. Use 3"x3"x.229" washers on all wood mud sill anchor bolts. Such washers may be slotted, with plate washer under the nut as allowed by the IBC. At non -mud sill locations, smaller washers may be used. Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. Non -Epoxy Systems. Use Simpson Titen HD where shown in the Plans. These anchors may be used to resist tension loads and shear loads. Install per manufacturer's recommendations. Epoxy Systems. For bolts, use Simpson epoxy -tie bolt system with ET -HP or SET high strength epoxy, with zinc plated, A307 'all -thread' bolts as shown in the sketches. For dowels, use ET -HP or SET high strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in strict accordance with epoxy manufacturer's recommendation. Standard Structural Specifications© — Copyright, Tim K. Garrison, P.E. BASIS OF DESIGN —APPLICABLE CODES: Code. The designs herein are prepared in accordance with the 2018 IBC. Construction shall conform with the most recent building code adopted by the approving jurisdiction. Calculations. The calculations included herein are only those required to ensure compliance with code. We do not intend to compute every structural element nor every load combination. Much of our analysis is "BI" (By Inspection.) ABBREVIATIONS: A: Area AC: Asphalt Concrete BI: By Inspection BRNG: Bearing (wall usually) E: Elastic modulus or Electrical (E): Existing EOR: Engineer of Record CCI: Constructi-Calc, Inc. CIP: Cast In place concrete CMU: Concrete Masonry Unit CO: CaII.mt or Cleanoot Conc: Concrete Cont. Conlinonna DF: Douglas Fir FP: Fireplace GW: Gypsum shear wall Gyp: Gypsum wall board GLB: Glulam Beam HF: Hem Flr HVAC: Heating, Ventilation, and Air Conditioning I: Moment of Inertia I SO: International Building Code I CIF Insulated Concrete Form IEBC 9 9 International Existing Building Code IRK: International Residential Code K: Kip indeed lbs.) LVL: Laa inamted Veneer Lumber LSL: Laminated Strand Lumber Lt Left MRM: Moment Resisting Mullion NA: Not Appica lble NB: Not Bearing IN C Not Included OC: OC: On Center spacing OSB : Oriented Blrana Board PGF: Pountls per cubic foot PLF'. Pounds per Lineal Foot Ply'. Plywood PSL Parallel Strand Lumber PSF: Pounds per Square Foot PSI: Pounds per Square Inch PT. Pressure Treated with preservative PW: Plywood or OSB shear wall RC: Relative Compaction REF: Reference, not actual REQ or Regd. Required ROW: Right Of Way Rt. Right S: Section modulus SK: See Callout SD: Star. Drain SIP. Structural Insulated Panel SK: Sketch SOG: Slab On Gratle SPF: Spruce Pine Fir SS: Sanitary Sewer STAG: Shear Transfer Around Opening SP: SIPs shear wall TVP: Typical U-D: Upside -Down, hanger typically UNO: Unless Otherwise specified elsewhere V or v: Shear (Ibs) or unit she (plf) respectively W: Wall, full length WWF: Welded Wire Fabric LIMITED SCOPE OF CONSULTANT'S WORK: Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Garrison, P.E., doing business as ConstructionCalc, Inc., hereafter indicated as "CCI." Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis of a new single-family residence. CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed items not specifically addressed herein shall be built per current building code. CCI has not been retained to perform construction inspection. CCI takes no liability or responsibility for ensuring constructed items are built in accordance with these structural analyses, and / or the building code. Further, CCI does not specify nor require Special Inspection per the IBC, IRC, or other local or national building codes. Special Inspection requirements are the responsibility of the approving jurisdiction and the Contractor. LOADS Following are the loads used for the subject design / analysis: 0 Roof live: 20 psf. 0 Roof + ceiling dead: 15 psf 0 Roof snow: 25 psf 0 Floor live: 40 psf 0 Floor dead, 1.5" gyperete: 28 psf. 0 Stairs and exits, residential, live: 40 psf 0 Deck live: 60 psf 0 Deck dead, 2" concrete pavers: 32 psf. 0 Exterior wall dead: 10 psf 0 Interior wall dead: 7 psf 0 Seismic Factors: Ss= 1.15, S1= 0.409 0 Seismic Des Category: I'D" 0 Wind Exposure 'B', 3-sec gust: 110 mph. 0 Assumed allowable soil bearing pressure: 2,000 psf. SINGLE PROJECT: The calculations, drawings, notes, specifications, and / or tables prepared by CCI are valid only for the project indicated herein. These documents are not valid, are not applicable to, and shall not be used for any other project at any other location. COMPETENT CONSTRUCTION PERSONNEL / SAFETY: Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as -built condition of the structure and related systems. MATERIALS AND METHODS: Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is the contractor's responsibility to ensure all field personnel understand and adhere to this. TEMPORARY SUPPORT AND BRACING: General. Provide adequate temporary support to all walls, roofs, beams, columns, and floors during construction. Design of same is not included herein. Contractor or owner should check all temporary -supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. Retaining Walls. Do not backfill against retaining walls until concrete has cured to at least 2,500 psi (okay to use high early strength admixtures or additional cement in the mix to achieve this). For retaining walls that are to be connected at their top to horizontal floor diaphragms, do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall. LL w 0 J D m 0 Z Z Lu J U U O a_ DESIGNED BY J. STERLING DRAFTED BY: J. BASS 1/4" = 1' U.N.O DATE 11 /08/2021 No 70 C (D N N 00 M w C/) O Llj Lu Qa� 0 z 00 UQ �OQ LJ 0� 0 m (n JJ Ipp C / w O Z D U D M ti rn N O m w 0 W U Z w 0 v! LU 10 0 U c 0 U c 0 U 2) m 70 c� Q QU Z 0 Z D woo0 �ZUU D 0�a °z° awoa a r, Z Z Urte w �,a°w= ar ZZ, �iyawo ��UQm o Z�WW OX=Za Z w O N =t_�oo odF, W F od O2 � ZM=X W � id ("aa0o z �a0 0o a LY OI— �OZUZp a�Zm'a zD2 �_g�l 0 ,6EC, Z W a a C7UZ» NO—aa 000VU u a�ZZ Zw U00 ammo oco= F Z U H 1 a2 X0 0 o wazo �LL OWNER APPROVAL INITIAL: PAGE #: SO PAGE: X w ILL Gr.J 1A4:6&a'S 5EA4 l S �rdL Si &A_V-_T'J, -IT IEAWL'i 11111-4 LY . 18of21 Structural Callouts� - Coln right Coostruc.tiooCalc, Inc (CC I} Headers Default header material is Doug Fir No. 2 or better 0 PA Per Architect * Struetaralltem: This item and related connectors shall be per architect! designer. 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 hanger, each end. 11 RD Roof Diaphragm Sheak �Og CODE CO 0 phf- seismic; Eh= 322 plf - wind_ Max aspect ratio = 3:1. * fS� 47 OC. max. Default King Stud, opening 6-feet wide and less use 1. full height stud each end (plate to plate.) G1T Y O l� Default King Stud, opening wider than 6-feet, use 2, full height studs each end (plate to plate.) erect per sbeax wall catlout - top of wan- T Trin nner, each end King Stud, each >eam, use H2.5. or A34 with screws. or similar- typ. CaHout Alin, use Ah 1 ruin. use Alt 2 ruin., use (if blank use default end (if blank use " — Xpiywood above.) default above-) 20H 2x6, V' config 4x6 '.2306.2.(1) iCOR id 21H 2xl0, "L"config 2-2x8 4x8 * �PORELn ESQ ipports and at connections to shear walls below_ 22H 5.5x12 glulam 12 F➢ Floor iumparagen Sheathing: [With joists at 24" or 19.2" OC. use min.. 24 oc rated. APA Stmd-I-Floor. either 3 4" species 23H 6x12 5.50.5 glulam 3.5xg glulam 2 group 1, or 7/8" species group 4. May be OSB or ph•wood Good for 130 psf TL @ L1360 dell. 24H 5.5x9 glulam 3.5x12 glulam 2 2 25H 2, Zx10 4x10 Sheathing: With joists at 16" OC_ use min.. 16 oc rated APA Sturd-I-Floor. min., 19132" thick. May be Beams OSB or plywood Good for 245 psf IL A L; 360 dell. SheathmgLay-out: Case 1 perTBC 2306-2_I(l) Default sawn material is Doug Fir No 2 or better. Orient sheets continuous over two or more spans. with the long dimension across supports. Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E, 2.300 psi, min Fb. * Nailing: Glue, and connect with 8d rang shank nanls or l=9 screws, at 6" edges, 12" field. * Blocking: not regrniredexcept at supports (beams) and connections to shearwalsbelow- Default wall connection: 3" bearing in pocket or on plate with min._ 2 studs below. Default end post connection: LCE_ ACE, EPCZ, ECCO, or similar. 15 FF Floor To -Floor Holdown * Min., Capacity: GDodfor 1705Itension. Default corner post connection with mitered beams over: LCE4. LCE4Z. or RTC44. * Strap: Use CS 16 Vertical strap, length as indicated below- Fdi A nanl holes with 10 it Strap Length: Walls Above and Below Floor: Use 13" min. to each upper and lower studs. Min. total Default mid -post connection: LPCZ, PCZ_ CCQ, or similar - length = 26"+ depth of floor system. Default beam to cone wall: HGUM hanger with 5/8x4 Tten HD, or GLB wet -set beam seat. Strap Length: Wall Above, Beam or Header Below: Use 13"min- to upper stud= and 13"mintobeam Default beam to beam connection: Hanger:HU.HUC,H000orsimilar- Bear on top. 2,HGA10. or header. Wrap around bottom of beam or header if necessary. Min. total length = 26" + depth offloor system. If upper wall bears directly on abeam. min. strap length - 26". Default Steel Wide Flange: 50 ksi- A992 per Std. Struct'I Specs herein. Exterior Shear Wall: Attach strap to 2x studs lined up above and below rim joist. Strap to be applied Connector {if blank over wail she thing CaDout Alm., lase Alt 1 rum., use Alt 2 min., lase Notes use default. above} If strap falls on header or beam below. nail to header or beam and wrap around bottom if necessary- 30B-32B (OPA) 17 HD Alt I - Holdonn - Embedded Strap Type. A irt.Capacity: Good for 21851bup&Et_ 36B 1.75x14 LVL Holdonn: Use LSEADS for no rim joist condition. 36B 2, 1.75x14 LVL 3.5x14 PSL HWPH to 38B - For ran joist condition use LSTHD8RJ. ]tiails:Use 16,16dtofnll-height stud asfollows - 37B 2,1.75x14LVL 3.5x14PSL HWPto38B Stud: Use larger of icing stud as spec'd elsewhere: or choice oft- 2x, 3x, or 4x. Use W16x50 (16.3" x 7" actual dims) with 2, 2x8 or 4x8 nailer on top. connected with 2, SDS 114 x 3 @ 24" up Alt 2-Holdown - Bolt Type 38B through flange. At ends use full bearing on wood member. Connect w/ 2. 5/8" x 4" lags through bottom flange to * Holdonn: Use HDU2. centerline of bearing member_ Floor joists to hang on nailer with top flange hanger. Lags: Use 6 SDS 1A x 2.5 to M-height stud per above Anchor Bolt: If wet set. use 5'8" diameter SSTB16, or 5i8" all -thread xith nut and 3" washer on 39B 4x10 ' embedded end Min embedment = 12". If too long to fit in footing, bend 90-degrees at bottom offooting, 40B 1.75x14 LVL maintain 3" cover at bottom of footing - If rotoharn=. use 5'8" Titen HD or all thread & epoxy. with 6" min concrete embedment. centered in 41 B, 42B 2, 1.75x14 LVL 3.5x14 PSL stem wall 43B 5x12 PT 5.5x7.5 PT glulam 45B 1.75x11.8 LVL 77 M Aiulliou General: These are Specified mainly to Geist out -of -plane wind loads but may also be used to resin in -plane lateral loads if so indicated in calculations. 46B 2. 1.75x11.8 LVL 3.5x11.8 PSL Alalliou: Use min., 2, 1.75x55 LVLs, continuous bottom plate to top plate- 47B 2. 1.75x11.8 LVL 3.5x11.8 PSL at wet bar Top and Bottom Connection: Connect at top plate and bottom plate with 2, A34 and screws. 48B 4. 1.75x11.8 LVL N11.8 PSL x Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC. HUC, HUCQ or similar. 49B 2. 1.75x11.8 LVL 3.5x11.8 PSL HUCQ 78 KS King Stud At sides of opening use min 2. 1.75x5.5 LVL lingsto&- continuousbottomplatetotopplate. Use min_. 5.5x18, 24F-V8 glulam. Min. backspan = 15'. If this beam acts as wall top plate, connect studs to Support header vvah trimmer or HUC hanger. 50B this beam with A34 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. Connect this beam to 76P with straps, cleats. or standard hardware. 79 M Rfulhon * General: These are spec£ed mainly to reist out -of -plane wind loads but may also be used to resis in -plane lateral Ioads if so indicated in calculations. 51 B 5.5x12 PT glulam Joists and Rftfj`e15 " Multiunit: USE min_, 2, 2x6s continuous bottom plate to top plate_ x Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion whir LUC, Default rafter or deckjoist to beam connection is con't or skip blocking and H2.5A_ or H1_ or A34 with screws_ HLC, HUCQ or samlm. Framed roof overhangs, eaves, outriggers, etc. use IRC-compliant construction. 86 L Ledger - Roof Diaphragm x Ledger Screws: Ifconnectingtorim orheader orother continuous woo i use SDS, orLedgerLOKat Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) max 12" OC. staggered If connecting to studs. use 2. SDS or LedgerLOK per stud_ Default sawn face mount hanger is U, LU, LUS_ or if sloped rafter use LRUZ. Length of SDS or LedgerLOK = Through ledger and sheathing and 1.5" min embedment into solid framing. - Default deck joist hanger is U or LU (not LUS) with gale screws, or gale TECO or similar nails. loin distance ofcormector to end of ledger or splice- 2". Min edge distance to top or bottom of ledges Default sawn top flange hanger is JBA, LB, BA, or B (welded app, use LB. BA. or B) =1.75" Any national I joist brand. equal or stronger may be substituted " .Ledger Connection to Nall- Raf2ersPeipendienfarr Use 2xorLVL ledger- min height tomatch rafters- Apply ledger over wall. I -Joist roof Overhangs. extensions, outriggers. and cantilevers shall per per manufacturers recommendations_ sheathing. Use hangers to hang rafters on ledger. Default I joist face mount hanger is IUS or MIU ParallelAaf%ro1TiTusTop Choi d- Ledger may be top chord of truss orImtrafterorsimnlar-Ledger to Default ljoisttop flange hanger isITS, HIT, orMIT be placed over wall sheathing. 1fono TnT s To Choi d Pen endicular Use continuous 2x blockm between trusses nailed through wall p P g � Connector (if blank Calfont him., use Alt 1 rum., use Alt 2 rum., use Notes sheathing with 16d @ 6" OC to solid wood backing (continuous rim, plate, ledger, or blacking_) use defauh, above) (All joists and rafters are per Arch. Use defaults, above, as appropriate.) Afgno TirusBoraom ChoidPoloondicidarr o Ahemate 1: Hang bottom chord with hanger mounted over wail sheatling to solid wood backing (rim. plate. Pasts ledger, or blocking.) Altemate 2: Use min., 2x4 ledger let in to truss bottom chord Ledger to be placed over wall sheathing and Default material is Doug Fir No 2 or better. o connected with ledger screws per above. Default bottom connection on plate: 2, A34 with TECO or screws. or 4. 16d face nails. ' Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. Default bottom connection on beam: 2. A34 with TECO or screws, or PCZ_ 95 S Slab on Grade Subgrade: Use structuralfill or native material, compacted to 950 6 relative compaction. It is strongly Default bottom connection on concrete: PB, or AB, or ABU, or ABW. or CBSQ recommended that all structural fill be checked by a geotechnical consultant. Connector {if blank Underdah Insulation: lfav use XPS or EPS ri 'd foam with min . 25 psi compressive strength under slab_ _ � p mp � CaHoIIt Alin., use Alt 1 lalila., use Alt 2 ntrrt., IISe Notes use default. above} If used- provide and iristall per insulation manufacturer's recommendations. 70P 2- 2x4 4x4 2x6 ' Slab Thickness: Use 4" min. Reinforcement: Use any of the following: 71 P 3- 2x4 2- 2x6 4x6 ]sin., a3 rcbar at 24" OC. each way, centered in slab. 72P 3- 2x6 6x6 4- 2x4 Welded wire fabric. min.. W2-9. 6"x6" (6 Ga)_ centered in slab. Splices overlap 8" min. 73P 6x6 PT - Fnbermesh per manufacturer's recommendation. Helix micro rebar, min., 5 lbs. per cubic yard 74P 6x10 Control Joints: _Maximum recommended spacing = 8' OC. each way. This is a non-structural item and 75P 6x8 may be changed or omitted by Owner or architectural designer. 76P 6x6 4, 2x6 5.5x5.5 glulam col_ Vapor Barrier: Suggest a min_, 6 uul-, plashe vapor barrier under interior slabs_ This is anon -structural item and may be chanced or omitted by OKrier or architecturat desimer. 77P 8xS PT HDU2 HOLD DOWN Model: H0112-SDS2.5 Anchor0iarreler: p; Ma x w um Al l Dwa bl e Tension (Ibs.) Ow 8PFIHF - I 3075 I •rzty H01J 5 Installation (HOU2 Similar) �.d U.5. Palmas 8.11?.495 $TCMWALL INSTALLATION Fmhedmenl neplh, la tint Slm;sun OFISPSmen SPFIHFSpacietp: 51ran9 Tim Anchor Actrtv mach[ Coadlllda Cdndinoo Tfve EnrlAl• - Nidrall Comm WIII midwall Adhazon SET 9% 12 to 5 5 5 Ar.*r AT 0% 12 10 5 sh le Idedlanicat t4'atY 10 10 10 10 147 le MLtior THO Casl•In-Place 5I1 18 18 t8 18 18 18 Am1wr SST016 IN t2% 12% 12% T2% 12% 1. see page a Tor adretanal 0.°1a1ts mf mks Tauumn nw. STEtIWAIA WTALL,{TION ABIF$lrF PAICMR BUMS YSun. IQfermaeAnfeN mrAr.•r rN R hrhlM7+rer meamJ i al n Nlnwe,1 AramMI Enge{Cj-tl6' Larnel Am mr. Mir F.:qx N r rrt_ 1N I"5' �Apn.� I,YI� �ANn. Alin ' E E Man Yew - Stemwall Fooadalrun Mldralk and Lome,Appklra11— €ad-0l-WallnlerAerl Win Mr. Edge (Ey = t M• I Ain 5 1 +} Mai. ,1� C Pain View - Stemwall Fongdallne End-0l-wall Agrlicetim .a. a S s h _� rmm TlaR r Mh IL_.I sSrlian r ew - MId.alll pplic li" section YirR-SlI ApprI Fuundali"n MldwaVl Application End -On -wall App[1ea11un �D2 TRUSS OR RAFTER TRUSS CON'T STHD HOLD DOWN MSTC STRAP Nailsara: peg, Rol required hi92x6 t1er1, in area. eladdmS ro a o Nlln. roEar length is 2 x le 1 r '''Alin. �I az amity -orb end distance Fr TOP OF SHEAR WALL @ RAFTER OR JOIST NO SHEATHING SPLICE I•_3 I v o r a o 9 O SHEARWALL TOP CONNECTIONS v NOT TO SCALE o c TYP. SHEAR WALL TOP CONNECTION FRAMING PARALLEL, RIM OR CON'T BLOCKING s NO SHEATHING SPLICE SHEATHING SPLICE o U v o 0 em; - jV TRUSS, RAFTER, a o Z� TRUSS, RAFTER, JOIST, OR CON'T BLKG o n JOIST, OR CON'T BLKG LTP40PTION A040PTION 0 o v wa ALT. it SHEATHING L� NO SHEATHING SPLICE 0 o SPLICE HERE - CEILING OR OTHER BLKG ova CEILING TOP OF SHEAR WALL M�7TC n II PER PLAN D3 TYP. SHEARWALL BOTTOM CONNECTION ON FRAMED FLOOR JOIST JOIST W/ SHEATHING W/ SHEATHING SPLICE OVER RIM JOIST BOTTOM OF SHEAR WALL JC M OF SHEAR WALL PER PLAN LAN ALT. WALL SHEATHING NAIL OR SDS PER TABLE ALT. NO SHEATHING MIN. NAILING STOPS OR IS SPLICED HERE SPLICED HERE JOIST JOIST Structural AShi 1 P This I'Valls 3-4 Nfi:tL length of shear panel, ft. If "W'", construct entire Wall per this callout- tNith minimum individual panel lengths indicated on plan. C Gnc . Top of anchor Capa- Stud Nail Edge Sill Block- wall to Top of man city. Nails Stud Stud Nominal tI l i Field Top plate & ing at parallel wall to spc'g. iT-ind' Sheath or height. spac'g, stud (see sgac'g @ Tog plate studs umsug- framing perpen- Bottom _Mudsill w/ 4" Call- leis. ing, Sides of screws. max., max., size, Std st'l Stud Plate, splice, w/ edge ported err rim or dicular plate to anchor to min out Eh. plf min. wall size ft. in. min. specs) spac'g, in. min. mill. nail'g edges rim blk'g. framing. franking. concrete embed Detail Detail Detail (�,) (�2) (�� WALL, BEAM OR FOUNDATION q�11�WALL, BEAM OR FOUNDATION 10 24 2X4 Or larger Sa'4Nn 6f 6g24 � C On't �?s L}olt ' �- __0__ one, 12 15 sheathing Con't STRONG WALL SB ON UPPER " per Arch Can't Tb`g' �r 'S'I sheathing LEVEL FRAMED FLOOR?16 '��r sheathing TLte1 HD, sno 1681 OSB or side, FI2-5, or or 16d ' SIDEVIEW FRONTVIEW 1PW 8d 16 16 2x6 Sa-.xm 6112- 16 " 2- 2x wt 1D- 2x NA or A34 or C' W., 3" "�' - 7/16 OSB SHEATHING SIMPSON STRONG -WALL S 12D p?Iywo- apph 16d T-�-•��,i L P4 at SD�4 C- 6" or _L� wsh Or - "• - SIMPSON STRONG WALL SB PER CALLOUT TYVEK HOUSE WRAP PER CALLOUT od dire.ctl�' 1560D, �� - 4.v SDS 2X6 WALL 1/2" SHEETROCK SIDING MATERIAL" HGA10 - t0 studs }f� } 12 2 - x6 Sawn l 1 1 61 12 12 36" max. ram. AIASA or i,stal l d Car rill Strap loslal led firer SAeetllteq 1 1/2" GYPCRETE FOR S EXTRA RIM BLOCK �o r { � L V L m ax MASAP RADIANT FLOOR HEATING HGA10 3/4" OSB SUBFLOOR PER CALLOUT GOUGE RIM AS rr ^^�� 4: on't NECESSARY FOR ANCHOR BOLT cy�htt'' or STUD STUD STUD 49D' ,�dd f 7 4/12@ 16d'�3" 11 7/8" BCI FLOOR JOIST ANCHOR BOLTS 2P / (sak11e) t ( (same) t (same) (same) 16 / l&il ) t / (Same) t (same) (same) (same) 2x (same) (same) {same) 42" t EXTRA RIM BLOCK PER CALLOUT 350 or 12 �� or4 5 TYP. SHEARWALL TOP CONNECTION - FRAMING PERPENDICULAR TRUSS HEEL NO SHEATHING SPLICE - ROOF EDGE NAILING— - ROOF RIM OR CON'T BLKG---,,,JOIST OR RAFTER ALT., NO SHEATHING —"TALL HEEL TRUSS - SPLICED HERE IF SHEATHING SPLICED I TOP OF SHEAR WALL HERE, USE H2.5 OR _ PER PLAN SDWC15600 OR TRUSS HEEL TOP OF SHEAR WALL @ RAFTER OR JOIST SPLICED OR STOPS JOIST OR RAFTER RIM O CON'T BLKG SDS 611 C on't 634..' 3/12,Q16 sht' or 311W (same) (same) (same) (same) 16 (same) {saline) or 12 (same) (same) (same) 2x (same) (same) _511 SDS (same) 32" 55 0 4II H2.5 OPTION for OR SPLSHEATHICED HERE NG STOPS OR .200/ 1/.y" or ION r4J1 UU 11. ]kSDWC1 5600 OPTION f^��i L 1 f ^� TOP OF 111111- PER PLAN EAR WALL 5iJ 1'S'r 2 00 / I' both 1?2": l6d 1 0 L4 fir 51811 `t./4� 4.511 SDS 2x4 ( ) 7/7• 16 (same) (same) (same) N-A (same) (same) 11 (same) 72' �r PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQRFT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. Ake k N�=� .,vw" w3w�y 4 z 6XI-61 11,J4:15&+.1SS r5��1r l S FdL SC acucr IL -IT>E04.s 4111-4 1-Y . DESIGNED BY: J. STERLING N DRAFTED BY: o J. BASS E m z 1/4" = 1' U.N.O. ki DATE o 11 /08/2021 W a !a! N N 00 U) 00 C: .. Q O U > 2) ILL. W U) N IY Q Q ~ (Q LU 0 z Q U 00 Cy 00 N U) J J Q C CD J co � N Q M W O U >1 V- ILL Z W � oNNo 0') Z Z Q JQ%) U V Lu � LJ \�U M VJ UI— � U L 0 w oO I..L III,,I- 3: CY) (3) z < Q U Q w Oo'D 1ZOU O oo¢ ZO0wof ' Ie Z W XZO i a �W 0Jn Z Q ZW°°W �I6M �a�¢wo — N�U<m Q O fV W O�o Z a� uL5 D w� =x) � wbzl- w<Z W~wcq° <— (a LJJOZWwZZo�Op <a~p°W a❑0m0 WO� F2Z pK o—w0 K wo .—�< K0¢h ZQQzLJJ — a7 W0zWffi a oa00O z�zozow�~N ai F0 Z0m 002 FO Or0 Om¢W K<zW W 9O r wz OWNER APPROVAL INITIAL: PAGE #: S1 PAGE: 19of21 Structural CaHouts� - Colu right Coostruc.tiooCalc, Inc (CC I} Headers 0 PA Per Architect Default header material is Doug Fir No. 2 or better * StruetELFal Item: This item and related connectors shallbe per architect! designer. 2x headers must be in tall orientation with flat 2x nailed at bottom in "L" configuration 11 RD Roof Diaphragm Default Trimmer, use 1, 2x stud or Simpson LUC hanger, each end. Shear �Og CODE CO 0 phf- seismic; Eh= 322 plf - wind_ Max aspect ratio = 3:1. Default King Stud, opening 6-feet wide and less use 1. full height stud each end (plate to plate.) * fS� Uf,, 47 OC. max. G1T Y O ? Default King Stud, opening wider than 6-feet, use 2, full height studs each end (plate to plate.) nnett per sbeerr wall catlout - top of wan- Trin inner, each end King Stud, each lT >eam, use H2.5. or A34 with screws. or similar- typ. CaHout Alin, use Aft 1 ruin. use Alt 2 ruin., use (if blank use default end (if•blank use " — Xpiywood above.) default aboi '.2306.2.(1) 20H 2x6, V' config 4x6 iCOR id 21H 2xl0, "L"config 2-2x8 4x8 * �PORELD ESQ ipports and at connections to shear wafts below_ 22H 5.5x12 glulam 12 F➢ Floor riraparagen Sheathing: [With joists at 24" or 19.2" OC. use rl 24 oc rated. APA Strad -I -Floor. either 3 4" species 23H 6x12 5.50.5 glulam 3.5xg glulam 2 group 1, or 7/8" species group 4. May be OSB or ph•wood Good for 130 psf TL @ L1360 dell. 24H 5.5x9 glulam 3.5x12 glulam 2 2 Sheathing: With joists at 16" OC_ use min.. 16 oc rated APA Sturd-I-Floor. min., 19132" thick. May be 25H 2, Zx10 4x10 OSB or plywood Good for 245 psf IL A L; 360 dell. Beams Sheathing Layout: Case 1 per TBC 2306-2.1(l) Default sawn material is Doug Fir No 2 or better. Orient sheets continuous over two or more spans. with the long dimension across supports. Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E, 2.300 psi, min Fb. * Nailing: Glue, and connect with 8d rang shank nanls or /i9 screws, at 6" edges, 12" Sell * Blocking: not regrniredexcept at supports(beams) and connections to shearvvafsbelow Default wall connection: 3" bearing in pocket or on plate with min_ 2 studs below. 15 FF Floor To -Floor Holdown Default end post connection: LCE_ ACE, EPCZ, ECCO, or similar - Al Capacity: Goodfor 1705Itension. Default corner post connection with mitered beams over: LCE4. LCE4Z. or RTC44. * Strap: Use CS 16 Vertical strap, length as indicated below- F11 all nanl holes with 10 it Strap Length: Walls Above and Below Floor: Use 13-min. to each upper and lower studs. Min. total Default mid -post connection: LPCZ, PCZ_ CCQ, or similar - length = 26"+ depth Of floor system. Default beam to cone wall: HGUM hanger with 5/8x4 Tten HD, or GLB wet -set beam seat. Strap Length: Wall Above, Beam or Header Below: Use 13-min. to upper stud= and 13"man to beam Default beam to beam connection: Hanger: HU. HUC, HUCQ or similar. Bear on top. 2, HGA10. or header. Wrap around bottom of beam or header if necessary. Min. total length = 21 + depth of800r system. If upper wall bears directly on abeam. ml strap length - 26". Default Steel Wide Flange: 50 ksi- A992 per Std. Struct'I Specs herein. Exterior Shear Wall: Attach strap to 2x studs lined up above and below rim joist. Strap to be applied Connector {if blank aver wail she thing CaDout Alm., lase Alt 1 utin., use Alt 2 ruin., lase Notes use default. above} If strap falls on header or beam below. nail to header or beam and wrap around bottom if necessary- 30B-32B (OPA) 17 HD Alt I - Holdomm - Embedded Strap Type. A ia.Capacity: Good for 21851bup&Et_ 36B 1.75x14 LVL Holdown: Use LSEADS for no rim joist condition. 36B 2, 1.75x14 LVL 3.5x14 PSL HWPH to 38B - For ran joist condition use LSTHD8RJ. ]tiails:Lst16,16dtofull-height stud asfollows - 37B 2,1.75x14LVL 3.5x14PSL HWPto38B Stud: Use larger of icing stud as spec'd elsewhere: or choice oft- 2x, 3x, or 4x. Use W16x50 (1l x 7" actual dims) with 2, 2x8 or 4x8 nailer on top. connected with 2, SDS 114 x 3 @ 24" up Alt 2-Holdown - Bolt Type 38B through flange. At ends use full bearing on wood member. Connect w/ 2. 5/8" x 4" lags through bottom flange to * Holdol Use HDU2. centerline of bearing member_ Floor joists to hang on nailer with top flange hanger. Lags: Use 6 SDS 1A x 2.5 to M-height stud per above Anchor Bolt: If wet set. use 5 - diameter SSTB16, or 5iii all-threadwith nut and 3" washer on 39B 4x10 ' embedded end flan embedment = 12". If too long to fit in footing, bend 90-degrees at bottom offooti ng, 40B 1.75x14 LVL maintain 3" cover at bottom of footing - If rotohammer. use 5'8" Titen HD or all thread & epoxy. with 6" min concrete embedment. centered in 41 B, 42B 2, 1.75x14 LVL 3.5x14 PSL stem wall 43B 5x12 PT 5.5x7.5 PT glulam 77 M Aiulliou 45B 1.75x11.8 LVL ° General: These are Specified mainly, to reist out -of -plane wind loads but may also be used to resin in -plane lateral loads if so indicated in calculations. 46B 2. 1.75x11.8 LVL 3.5x11.8 PSL Alallion: Use min., 2, 1.75x55 LVLs, continuous bottom plate to top plate- 47B 2. 1.75x11.8 LVL 3.5x11.8 PSL at wet bar Top and Bottom Connection: Connect at top plate and bottom plate with 2, A34 and screws. 48B 4. 1.75x11.8 LVL 7x11.8 PSL x Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC. El HUCQ or similar. 49B 2. 1.75x11.8 LVL 3.5x11.8 PSL HUCQ 78 KS King Stud At sides of opening use min 2. 1.75x5.5 LVL lingsto&- continuousbottomplatetotopplate. Use min_. 5.5x18, 24F-V8 glulam. Min. backspan = 15'. If this beam acts as wall top plate, connect studs to Support header vvah t immer or HUC hanger. 50B this beam with A34 and screws. typ. If beam bears on wall top plate, connect with SDS 1/4 x 6 @ 12" max up 79 M Riull;on through top plate into bottom of beam. Connect this beam to 76P with straps, cleats. or standard hardware. * General: These are spec£ed mainly to reist out -of -plare wind loads but may also be used to resis in -plane lateral Ioads if so indicated in calculations. 51 B 5.5x12 PT glulam \Tallinn: USE min_, 2, 2xi continuous bottom plate to top plate_ Joists and Rftfjel5 x Header Connection: Headers) may be supported with 2x trimmer or hang on this mullion with LUC. Default rafter or deckjoist to beam connection is conR or skip blocking and H2.5A_ or H1_ or A34 with screws_ HUC, HL:CQ of smil 86 L Ledger - Roof Diaphragm Framed roof overhangs, eaves, outriggers, etc. use IRC-compliant construction. x Ledger Screws: Ifconnectingtorim orheader orother continuous wood- use SDS, orLedgerLOKat Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) max 12" OC. staggered If connecting to studs. use 2. Si or LedgerLOK per stud_ Default sawn face mount hanger is U, LU, LUS_ or if sloped rafter use LRUZ. Length of SDS or LedgerLOK = Through ledger and sheathing and 1.5" min embedment into solid framing. - Default deck joist hanger is U or LU (not LUS) with gale screws, or gale TECO or similar nails. loin distance of connector to end of ledger or splice— 2". Min edge distance to top or bottom of ledges Default sawn top flange hanger is JBA, LB, BA, or B (welded app, use LB. BA. or B) =1.75" Any national I joist brand. equal or stronger may be substituted " .Ledger Connection to Nall: Raf2eisPetpendicrdarr Use 2xorLVL ledger. min height tomatch rafters- Apply ledger over wall. I -Joist roof Overhangs. extensions, outriggers. and cantilevers shall per per manufacturers recommendations_ sheal Use hangers to hang rafters on ledger. Default I joist face mount hanger is IUS or MIU ParalTell>'af%roiTiTrssTop Choi d- Ledger may be top chord of truss or fast rafter orsimllar-Ledger to Default ljoisttop flange hanger isITS, HIT, orMIT be placed over wall sheathing. 1fono TnT s To Choi d Pet endicular Use continuous 2x bloclaa between trusses nailed through wall Connector (if blank p P g � Calfonf hI'ru., use Alt 1 rum., use Alt 2 rum., use Notes sheathing with 16d @ 6" OC to solid wood backing (continuous rim, plate, ledger, or blacking_) use default, above) Afgno TriusBoraom ChoadPoloondirciii r (All joists and rafters are per Arch. Use defaults, above, as appropriate.) o Alternate 1: Hang bottom chord with hanger mounted over wail sheatling to solid wood backing (rim. plate. Pasts ledger, or blocking.) Alternate 2: Use min., 2x4 ledger let in to truss bottom dhord Ledger to be placed ovzr wall sheathing and Default material is Doug Fir No 2 or better. o connected with ledger screws per above. Default bottom connection on plate: 2, A34 with TECO or screws. or 4. 16d face nails. ' Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. Default bottom connection on beam: 2. A34 with TECO or screws, or PCZ_ 95 S Slab on Grade Subgrade: Use structuralfll or native material compacted to 950 6 relative compaction. It is strongly Default bottom connection on concrete: PB, or AB, or ABU, or ABW. or CBSQ recommended that all structural f1Il be checked by a geotechnical consultant. Connector {if blank Underslah Insulation: Niuse XPS or EPS ri 'd foam with min . 25 psi compressive strength under slab_ Caliout Aliu., use Alt 1 utin., use Alt 2 nun., use Notes _ � p rap � use default. above} If used- provide and iristall per trisratal manufacturer's recommendations. 70P 2- 2x4 4x4 2x6 ' Slab Thickness: Use 4" min. Reinforcement: Use any of the following: 71 P 3- 2x4 2- 2x6 4x6 _lain., a3 rcbar at 24" OC. each way, centered in slab. 72P 3- 2x6 6x6 4- 2x4 Welded wire fabric. min.. W2-9. 5"x6" (6 Ga)_ centered in slab. Splices overlap 8" min. 73P 6x6 PT - Frberril per manufactures s recommendation. Helix micro rebar, min., 5 lbs. per cubic yard 74P 6x10 Control Joints: _Maximum recommended spacing = 8' OC. each way. This is a non-structural item and 75P 6x8 may be changed or omitted by Owner or architectural designer. 76P 6x6 4, 2x6 5.5x5.5 glulam col - Vapor Barrier: Suggest a min_, 6 u1Jl-, plasCic vapor barrier under interior slabs_ This is anon -structural item and may be changed or omitted by OKrier or architecturat designer. 77P 8xS PT HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP Model: HOU2-SOS2.5 --' �-- AnchorOiameler: p; b I Maximum AllOwah3e '0 4 Tension (lLs.) " Ie4 gY Ow 8PFIFlF I Inv D a 3075 I 121y .+ I`II o v �9 O Similar} H61151nstal lation ISimii° SHEARWALL TOP CONNECTIONS _ j � o v NOT TO SCALE Patents TYP 8. 112,d95%�,! - ��Vr D N - ��'" . SHEAR WALL TOP CONNECTION '- C. D 1 FRAMING PARALLEL, RIM OR CON'T BLOCKING INSTALLATION Fmbedmenl Peplh, le 00 Slm;sun OFl5P3peeen SPFAIFSpacidR: Strang Tim Anchor AnLrtv made[ 0oadllloa Condinoo TTge EndAl• - Nunin't Comm Will Midurall pdhB SET 9% 12 to 5 5 5 Anrpror AT 0% 12 io 5 1 le uadlanigat W05" 10 10 10 10 10 le Anctior TH0 Casl•In-Place s8 18 18 t8 18 18 18 Anchor SSTBIB In t2% 12% 12% T2% 12% 1. see page a Tor a0N5dnal wrim rof mks Tauumn nw. iTEtIWAIA WTALLATION AIINEl Feallia IR BUMS Yrrnre IQferalaeAnfeN mrAr.•r rN R hrhrdMprer rneamJ M� Nlnwell Aareerl MI Edge tinj -IW Lereal Airrmn. Mlr E.:qx N {C1=1r' r rrt_ N 2 H' r �Aen.� Fri �ANn. Alin ' E E Men Yaw - Steni Fooadilrun rTldrall and Lome,Appllra11— €ad-01-WallAapler� win Ain. Edge (Ey =1 iS• I AdA 5' old' c P+an View - Slemwall Fongdallnn End-01-wall 4pliretim .a. +a a s NRehr Tlue hr I_I _i Lit -1� u., l -4 ..IItirr sarlian r�ew - Mlid.11e�ndeaon section Yienr-Slemweli Foundation MldwaIl Application End -On -wall Apll[leallon �D2 TRUSS OR RAFTER TRUSS CON'T w'e Al o pxk p len9th v o a D D G o v v a O D o DEG MSTC 00 ep� N81158re n Min. retina Rnl requireden th. iFFF . , Ienglh Is 2x 6 hoard e lad dtsl8ro a o Nlln. colic length is 2 x le 'A'mirl. �I az emirs - orb end distance Fr TOP OF SHEAR WALL @ RAFTER OR JOIST NO SHEATHING SPLICE nailigg p way mwd, Imlp claim. Typal Detail lrllh Strap lorlal led Car Deal NO SHEATHING SPLICE SHEATHING SPLICE - �V TRUSS, RAFTER, TRUSS, RAFTER, JOIST, OR CON'T BLKG I JOIST, OR CON'T BLKG LTP4 OPTION \J� A34 OPTION ALT. NO SHEATHING SPLICE HERE SHEATHING SPLICE \ CEILING OR OTHER BLKG TOP OF SHEAR WALL PER PLAN D3 TYP. SHEARWALL BOTTOM CONNECTION ON FRAMED FLOOR JOIST JOIST W/ SHEATHING W/ SHEATHING SPLICE OVER RIM JOIST BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL PER PLAN PER PLAN ALT. WALL SHEATHING NAIL OR SDS PER TABLE ALT. NO SHEATHING CODE MIN. NAILING STOPS OR IS SPLICED HERE SPLICED HERE JOIST WALL, BEAM OR FOUNDATION STRONG WALL SB ON UPPER LEVEL FRAMED FLOOR sn�o SIDE VIEW FRONT VIEW f 7/16 CIS B SHEATHING SIMPSON STRONG -WALL SB PER CALLOUT TYVEK HOUSE WRAP 2 X 6 WALL SIDING MATERIAL 1/2" SHEETROCK EXTRA RIM BLOCK 1 1/2" GYPCRETE FOR ANCHOR BOLTS DIANT FLOOR HEATING HGA10 PER CALLOUT 3/4" OSB SUBFLOOR GOUGE RIM AS NECESSARY FOR ANCHOR BOLT 11 7/8" BCI FLOOR JOIS' EXTRA RIM BLOCI TYP. SHEARWALL TOP CONNECTION - FRAMING PERPENDICULAR TRUSS HEEL NO SHEATHING SPLICE - ROOF EDGE NAILING— - ROOF RIM OR CON'T all JOIST OR RAFTER ALT., NO SHEATHING TALL HEEL TRUSS - SPLICED HERE IF SHEATHING SPLICED I TOP OF SHEAR WALL HERE, USE H2.5 OR _ PER PLAN SDWC15600 OR TRUSS HEEL ANCHOR BOLTS PER CALLOUT JOIST W 17HD X Structural Shear Wall C:alloutsr— C'opyilght constructioncalc, Inc (C'il Typical Shear Wall Callaut SN-Mbot I p ; This s�mbal indicates a dedicated shear wan or panel: the tape per callout below. I'''alls iii ithout this symbol: or labled "IDS" are not dedicated shear walls - use code -Standard construction- 3-4 "''FiW length of shear panel, ft. If "'", construct entire Wan per this callout, t7t11 minimum individual panel lengths indicated on plan. C Gnc . Top of anchor Capa- Stud Nail Edge Sill Block- wall to Top of max city. Nails Stud Stud Nominal mat'l i Field Top plate all ing at parallel wall to spc'g. iT-ind' Sheath or height. spac'g, stud (see sgac'g Tog plate studs an -sup- framing perpen- Bottom llutl sill vld 4fT Call- seis. ing. Sides of scril max., max., size, std st'l Stud Plate, splice, w/ edge ported err rim or dicular plate to anchor to min out Eh. plf min. 'shall size ft. in. min. specs) spac'g, in. min. mill. nail'g edges rim blk'g. framing. franking. concrete embed Detail Detail Detail, (�,) (�2) (�� DESIGNED BY: J. STERLING N o DRAFTED BY: J. BASS E m z 1/4" = 1' U.N.O. ti o W DATE 11 /08/2021 El 2PW W � �1 U coU X 70 0 2PW W m o I I z z o U Z E 21 15FF ----------------- J BEARING WALL LL 2PW W E O U O N � N � 15FF CO M � Q O LLCirri U ❑ W U) N W Q Q ~ Q M 0) J ll z U N J — Q O' 00 z Lu 3PW W o D m Q O CO � N Q M 15FF w BEARING WALL 2W LL CN 1 1 I N W z_ U IM ^^� I..L Z z W LLJ _J U �2 U) Q � LIJ 17HD El w U Q F i i IV L.LJ W L O fO, (/ V C� 2PW ON INNER W 2PW � � Q � STRUCTURAL WALL W �N/ I ' I � z /L.f_ - W M 3: WALL, BEAM OR FOUNDATION one, 10 24 2x4 cr larger Sa-wrl 6/6 4 �on't sheathing 5/8 E}olt " �- Con't 7/16 ' either p er Arch 6'12 15 `-' Con't _ 4-b&g,or o�r 5:'gll sheatlurlg 48"lap sheathing TltenHD 1P 16y8({! OSB or side. 8d 16 16 2x6 Says I 6/12 16 2- 2x wt 10- 2x IAA or A34 or 1i2-'lor or 16d ter;, 311 -!2., SIMPSON STRONG -WALL S 120 pb l appl 1 6d T'1''��,i L P4 at SDWC- C- - 6" or _Lr '}'}r PER CALLOUT od dlrectl� 36" 15600- 4.5" SDS ASA HGA10 to studs r0 12 2x6 Sawn or LVL 6/12 12 max 2 or 12 - MASAP max Con't sht' g or STUD STUD �}g 4/12@ 16 i 6d''a 3" 2PW (same) (same) (same) (same) 16 (Side) (Smne) (same) (same) (same) 2x (same) (same) (same) 42" 35 � 12 � � 511 SDS I 611 TOP OF SHEAR WALL @ RAFTER OR JOIST Con t SPLICED OR STOPS 630.�� 3/120 16 sht' or 3P��'r 0 (same} (same) (same) (same) 16 (same) {saline} or 12 (same) (same) (same) 2x (same) (same) 511 SDS (same) 32" JOIST �}. 4 II OR RAFTER fi. RIM O CON'T BLKG H2.50PTION 5d for SHEATHING STOPS n OR ('y:y 1 'y II 6r 4 4+4 II SDS [ ION OR SPLICEDHERE 200 / / -02 SDS YC15600 OFSHEA 5 W- both 1?�0_ 6d IU 24 2x4 e) (Same) (same) (Same) -A (same) (same) Y (same) firs' :R PLAN EAR WALL {� 200 5/8" gip 11 7/7' 16 911 fir 5/8 PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQ.FT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. _J QU w00. zZUU O o�¢ ZO00 wof U_ WWW8 �a�gui Z Zw°°w ��ZZX ��Qwo N�U2m Q O ^ V / w pa=Za ZwN�N Z \/�` zo 0 Z<W P: w�¢w� N7zSQ HO�1-10 — wziww0 w3azz z¢ Orl: <a'z W7 L 8i_0 ❑ O Z U p a W CN_'l'mQ W o33Z, 02:gao zzoQz Z 5 N Z W L Q Q --UUZ77 OD -era Na�zz ZU, 00 gX�oo 00 a W IP- o t Z 000X rZ0z i¢ir0 Ohm¢ W zaZO, w �O x r r yz AIR OWNER APPROVAL a WAA ISINITIAL: PAGE #: ... S2 e v 01WA,1, f f �S Zf ". VIW42 PAGE: 6&� 1A4�&ass 2 0 of 21 l S f;l SC aw►r_'t IL �TF_&kT �H LY . Structural Callouts� - Coln right Coostruc.tiooCalc, Inc (CC I} Headers Default header material is Doug Fir No. 2 or better 0 PA Per Architect * Struetaralltem: This item and related connectors shall be per architect! designer. 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 hanger, each end. 11 RD Roof Diaphragm Sheaf �Og CODE CO 0 phf- seismic; Eh= 322 plf - wind_ Max aspect ratio = 3:1. * fS� 47 OC. max. Default King Stud, opening 6-feet wide and less use 1. full height stud each end (plate to plate.) G1T Y O l� Default King Stud, opening wider than 6-feet, use 2, full height studs each end (plate to plate.) erect per sbe wall catlout - top of wan- T Trin inner, each end King Stud, each >eam, use H2.5. or A34 with screws. or similar- typ. CaHout Alin, use Ah 1 ruin. use Alt 2 ruin., use (if blank use default end (if blank use " — Xpiywood above.) default above-) 20H 2x6, V' config 4x6 '.2306.2.(1) iCOR id 21H 2xl0, "L"config 2-2x8 4x8 * �PORELn ESQ Fpports and at connections to shear walls below_ 22H 5.5x12 glulam 12 F➢ Floor iumparagen Sheathing: [With joists at 24" or 19.2" OC. use min.. 24 oc rated. APA Stmd-I-Floor. either 3 4" species 23H 6x12 5.50.5 glulam 3.5xg glulam 2 group 1, or 7/8" species group 4. May be OSB or ph•wood Good for 130 psf TL @ L1360 dell. 24H 5.5x9 glulam 3.5x12 glulam 2 2 25H 2, Zx10 4x10 Sheathing: With joists at 16" OC_ use min.. 16 oc rated APA Sturd-I-Floor. min., 19132" thick. May be Beams OSB or plywood Good for 245 psf IL A L; 360 dell. Sheathing Layout: Case 1 per TBC 2306-2.1(l) Default sawn material is Doug Fir No 2 or better. Orient sheets continuous over two or more spans. with the long dimension across supports. Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E, 2.300 psi, min Fb. * Nailing: Glue, and connect with 8d rang shank nanls or /i9 screws, at 6" edges, 12" field. * Blocking: not regrniredexcept at supports (beams) and connections to shearwalsbelow- Default wall connection: 3" bearing in pocket or on plate with min._ 2 studs below. Default end post connection: LCE_ ACE, EPCZ, ECCO, or similar. 15 FF Floor To -Floor Holdown * Min., Capacity: GDodfor 1705Itension. Default corner post connection with mitered beams over: LCE4. LCE4Z. or RTC44. * Strap: Use CS 16 Vertical strap, length as indicated below- F11 A nanl holes with 10 it Strap Length: Walls Above and Below Floor: Use 13" min. to each upper and lower studs. Min. total Default mid -post connection: LPCZ, PCZ_ CCQ, or similar - length = 26"+ depth of floor system. Default beam to cone wall: HGUM hanger with 5/8x4 Tten HD, or GLB wet -set beam seat. Strap Length: Wall Above, Beam or Header Below: Use 13"min- to upper stud= and 13"mintobeam Default beam to beam connection: Hanger:HU.HUC,H000orsimilar- Bear on top. 2,HGA10. or header. Wrap around bottom of beam or header if necessary. Min. total length = 26" + depth offloor system. If upper wall bears directly on abeam. min. strap length - 26". Default Steel Wide Flange: 50 ksi- A992 per Std. Struct'I Specs herein. Exterior Shear Wall: Attach strap to 2x studs lined up above and below rim joist. Strap to be applied Connector {if blank over wail she thing CaDout Alm., lase Alt 1 utin., use Alt 2 ntm., lase Notes use default. above} If strap falls on header or beam below. nail to header or beam and wrap around bottom if necessary- 30B-32B (OPA) 17 HD Alt I - Holdomm - Embedded Strap Type. A irt.Capacity: Good for 21851bup&Et_ 36B 1.75x14 LVL Holdown. Use LSEADS for no rim joist condition. 36B 2, 1.75x14 LVL 3.5x14 PSL HWPH to 38B - For ran joist condition use LSTHD8RJ. Nails: Use 16, 16d tofnll-height stud as follows- 37B 2, 1.75x14 LVL 3.5x14 PSL HWP to 38B Stud: Use larger of icing stud as spec'd elsewhere: or choice oft- 2x, 3x, or 4x. Use W16x50 (16.3" x 7" actual dims) with 2, 2x8 or 4x8 nailer on top. connected with 2, SDS 114 x 3 @ 24" up Alt 2-Hotdown - Bolt Type 38B through flange. At ends use full bearing on wood member. Connect w/ 2. 5/8" x 4" lags through bottom flange to * Holdona: Use HDU2. centerline of bearing member_ Floor joists to hang on nailer with top flange hanger. Lags: Use 6 SDS 1A x 2.5 to M-height stud per above Anchor Bolt: If wet set. use 5'8" diameter SSTB16, or 5i8" all -thread xith nut and 3" washer on 39B 4x10 ' embedded end Min embedment = 12". If too long to fit in footing, bend 90-degrees at bottom offooting, 40B 1.75x14 LVL maintain 3" cover at bottom of footing - If rotoharn=. use 5'8" Titen HD or all thread & epoxy. with 6" min concrete embedment. centered in 41 B, 42B 2, 1.75x14 LVL 3.5x14 PSL stem wall 43B 5x12 PT 5.5x7.5 PT glulam 45B 1.75x11.8 LVL 77 M Mullion General: These are Specified mainly to Geist out -of -plane wind loads but may also be used to resin in -plane lateral loads if so indicated in calculations. 46B 2. 1.75x11.8 LVL 3.5x11.8 PSL Alalliou: Use min., 2, 1.75x55 LVLs, continuous bottom plate to top plate- 47B 2. 1.75x11.8 LVL 3.5x11.8 PSL at wet bar Top and Bottom Connection: Connect at top plate and bottom plate with 2, A34 and screws. 48B 4. 1.75x11.8 LVL N11.8 PSL x Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC. HUC, HUCQ or similar. 49B 2. 1.75x11.8 LVL 3.5x11.8 PSL HUCQ 78 KS King Stud At sides of opening use min 2. 1.75x5.5 LVL lingsto&- continuousbottomplatetotopplate. Use min_. 5.5x18, 24F-V8 glulam. Min. backspan = 15'. If this beam acts as wall top plate, connect studs to Support header vvah trimmer or HUC hanger. 50B this beam with A34 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. Connect this beam to 76P with straps, cleats. or standard hardware. 79 M Mullion * General: These are spec£ed mainly to reist out -of -plane wind loads but may also be used to resis in -plane lateral Ioads if so indicated in calculations. 51 B 5.5x12 PT glulam Joists and Rftfj`e15 " Nfalliou: USE min_, 2, 2x6s continuous bottom plate to top plate_ x Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion whir LUC, Default rafter or deckjoist to beam connection is con't or skip blocking and H2.5A_ or H1_ or A34 with screws_ HLC, HUCQ or sm lm. Framed roof overhangs, eaves, outriggers, etc. use IRC-compliant construction. 86 L Ledger - Roof Diaphragm x Ledger Screws: Ifconnectingtorim orheader orother continuous woo i use SDS, orLedgerLOKat Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) max 12" OC. staggered If connecting to studs. use 2. SDS or LedgerLOK per stud_ Default sawn face mount hanger is U, LU, LUS_ or if sloped rafter use LRUZ. Length of SDS or Ledger-LOK = Through ledger and sheathing and 1.5" min embedment into solid framing. - Default deck joist hanger is U or LU (not LUS) with gale screws, or gale TECO or similar nails. loin distance ofcormector to end of ledger or splice- 2". Min edge distance to top or bottom of ledges Default sawn top flange hanger is JBA, LB, BA, or B (welded app, use LB. BA. or B) =1.75" Any national I joist brand. equal or stronger may be substituted " .Ledges Connection to Nall- Raf2ersPeipendienfarr Use 2xorLVL ledger- min height tomatch rafters- Apply ledger over wall. I -Joist roof Overhangs. extensions, outriggers. and cantilevers shall per per manufacturers recommendations_ sheathing. Use hangers to hang rafters ou ledger. Default I joist face mount hanger is IUS or MIU ParallelAaf%ro1TiTusTop Choi d- Ledger may be top chord of truss orImtrafterorsimnlar-Ledger to Default ljoisttop flange hanger isITS, HIT, orMIT be placed over wall sheathing. Mono TnT s To Choi Pen endicular Use continuous 2x bloctda between trusses nailed through wall p P g � Connector (if blank Calfont him., use Alt 1 rum., use Alt 2 rum., use Notes sheathing with 16d @ 6" OC to solid wood backing (continuous rim, plate, ledger, or blacking_) use defauh, above) (All joists and rafters are per Arch. Use defaults, above, as appropriate.) Aroma TirusBoraom ChoidPoloondicidarr o Alternate 1: Hang bottom chord with hanger mounted over wail sheatling to solid wood backing (rim. plate. Pasts ledger, or blocking.) Altemate 2: Use min., 2x4 ledger let in to truss bottom chord Ledger to be placed over wall sheathing and Default material is Doug Fir No 2 or better. o connected with ledger screws per above. Default bottom connection on plate: 2, A34 with TECO or screws. or 4. 16d face nails. ' Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. Default bottom connection on beam: 2. A34 with TECO or screws, or PCZ_ 95 S Slab on Grade Subgrade: Use structuralfill or native material, compacted to 950 6 relative compaction. It is strongly Default bottom connection on concrete: PB, or AB, or ABU, or ABW. or CBSQ recommended that all structural fill be checked by a geotechnical consultant. Connector {if blank Underdah Insulation: lfav use XPS or EPS ri 'd foam with min . 25 psi compressive strength under slab_ _ � p mp � CaHout Alin., use Alt 1 utin., use Alt 2 ntrrt., IISe Notes use default. above} If used- provide and iristall per insulation manufacturer's recommendations. 70P 2- 2x4 4x4 2x6 ' Slab Thickness: Use 4" min. Reinforcement: Use any of the following: 71 P 3- 2x4 2- 2x6 4x6 ]sin., a3 rcbar at 24" OC. each way, centered in slab. 72P 3- 2x6 6x6 4- 2x4 Welded wire fabric. min.. W2-9. 6"x6" (6 Ga)_ centered in slab. Splices overlap 8" min. 73P 6x6 PT - Fnbermesh per manufacturer's recommendation. Helix micro rebar, min., 5 lbs. per cubic yard 74P 6x10 Control Joints: _Maximum recommended spacing = 8' OC. each way. This is a non-structural item and 75P 6x8 may be changed or omitted by Owner or architectural designer. 76P 6x6 4, 2x6 5.5x5.5 glulam col_ Vapor Barrier: Suggest a min_, 6 utal-, plashe vapor barrier under interior slabs_ This is anon -structural item and may be chanced or omitted by OKrier or architecturat desimer. 77P 8xS PT HDU2 HOLD DOWN Model: H0112-SDS2.5 Anchor Diameler' p; MazimumAllawahle Tension (ILs.) IIT BMW - I 3075 I •rzty H01J 5 Installation (HOU2 Similar) �.d U.5. Palmas 8.11?.495 $TCMWALL INSTALLATION Emhedmenl neplh, la 00 Slm;sun OFISPSpeeias SPFAIFSpacietp: 51ran9 Tim Anchor AnLrtv made[ Caadlllda Cdndihoo TTge EndAl• - Nidrall Comm WIII midwall Adhazon SET 9% 12 to 5 5 5 AnrAror AT 0% 12 io 5 sh le Idedlanicat WOW 10 10 10 10 147 le MLtior THO Casl•In-Place 5I1 18 18 t8 18 18 18 HAchor SST016 IN t2% 12% 12% T2% 12% 1. see page a Tor ad0•adnal 0.°1a1ts mf mks Tauumn nw. STEtIWAIA WTALLATION ADIFdIeF PAICMR DETAILS Yruelr. IQfer>n.eAnfeN mrAr.•r rN R hrhlM7+reE rneamJ akin Nlnwell Aareerl MI Edge tcj -IW camel Aachen. Mir F.:qa N r rile, 1N I"Y �Aen.� I,YI, �ANn. Alin ' E E Nan Yew - Sielnwall Fooadalrun Mlda'alk and Lome,Appllra11— €ad-0l-WallnlerAerl Min Min. Edge (Ey = t M• I ran +} C Pain View - Slemwall Fongdallnn End-01-wall kaliretim .a. +a A s � h _� Ren TIaR r .reox I. ��u _I .I Mh _I� ]I� Sar.11 View - Slamaell pplic li" section Yierr-Slemwalrglnori ion MldwaVl Application End -On -wall Apll[Ieaflun �D2 TRUSS OR RAFTER TRUSS CON'T STHD HOLD DOWN MSTC STRAP w'e eladdms ro Nailsara: cellar m[requlred hi92x6 t1ar1, hoard area. a o kiln. roEar length is 2 x le 1 r 'A'MW or az amin-b end distance TOP OF SHEAR WALL @ RAFTER OR JOIST NO SHEATHING SPLICE I•_3 I v o r a o 9 O SHEARWALL TOP CONNECTIONS v NOT TO SCALE o c TYP. SHEAR WALL TOP CONNECTION FRAMING PARALLEL, RIM OR CON'T BLOCKING s� NO SHEATHING SPLICE SHEATHING SPLICE o U v o O � - jV TRUSS, RAFTER, a TRUSS, RAFTER, JOIST, OR CON'T BLKG v n JOIST, OR CON'T BLKG LTP40PTION A040PTION o v v a ALT. it SHEATHING L� NO SHEATHING SPLICE 0 o SPLICE HERE - CEILING OR OTHER BLKG via CEILING TOP OF SHEAR WALL M$TC n II PER PLAN nmlinA h way MOA. Imlp cumin. D3 TYP. SHEARWALL BOTTOM CONNECTION ON FRAMED FLOOR JOIST JOIST W/ SHEATHING W/ SHEATHING SPLICE OVER RIM JOIST BOTTOM OF SHEAR WALL JER M OF SHEAR WALL PER PLAN LAN ALT. WALLSHEATHING R SDS PER TABLE ALT. NO SHEATHING MIN. NAILING STOPS OR IS SPLICED HERE SPLICED HERE JOIST JOIST Structural Shear Wall C:alloutsC — C'opYright constructioncalc, Inc (C'.C:I) Typical Shear Wall CaI[Gut SN-Mbol I p ; This s�rmbol indicates a dedicated shear wan or panel: the t�rpe per cakiat below. I'Valls v�ithout this svmbo1, or labled "IDS" are not dedicated shear walls - use code -standard construction- 3-4 NfirL length of shear panel, ft. Tf "'", construct entire Wan per this callout, title minimum individual panel lengths indicated on plan. C Gnc . Top of anchor Capa- Stud Nail Edge Sill Block- wall to Top of max city. Nails Stud Stud Nominal tI l i Field Top plate & ing at parallel wall to spc'g. iT-ind' Sheath or height. spac'g, stud (see sgac'g @ Tog plate studs umsug- framing perpen- Bottom _Mudsill w/ 4" Call- seis. ing. Sides of screws. max., max., size, Std st'l Stud Plate, splice, w/ edge ported err rim or dicular plate to anchor to min out Eh. plf min. wall size ft. in. min. specs) spac'g, in. min. mill. naWg edges rim blk'g. framing. franking. concrete embed Detail Detail Detail (�,) (�2) (�� WALL, BEAM OR FOUNDATION q�11�WALL, BEAM OR FOUNDATION 10 24 2X4 Or larger Sa'4Nn 6f 6g24 � C Qn't r% f bolt ' �- __0__ one, 12 15 sheathing Con't STRONG WALL SB ON UPPER " per Arch Can't Tog= or 5: 81I sheathing LEVEL FRAMED FLOOR?16 '��r sheathing TLte1 HD, sno 1681 OSB or side, H2-5, or or 16d SIDE VIEW FRONT VIEW IP 8d 16 16 2x6 Sa-.xm 6112- 16 " 2- 2x wt ID- 2x NA or A34 or w'' 3" "�' 7/16 OSB SHEATHING SIMPSON STRONG -WALLS 12D p?Iywo- apph 1 6d T-�-•��,i L P4 at SDS C- fill 4r _L� wsh Or - "• - SIMPSON STRONG -WALL SB PER CALLOUT TYVEK HOUSE WRAP PER CALLOUT ad dlreCfl' 1560D,.v - 5" S� 2X6WALL 1/2"SHEETROCK SIDING MATERIAL " HGA10 - t0 studs }ff�� } 1_ 2 - }.fir{�11L14 Sawn 3611 Max.ram. � 2�I1 MAASA or 121'- Tgkcal Detail r11h Strap loslal led firer SAee1llkeq 1 1/2" GYPCRETE FOR S EXTRA Rim BLOCK �4! LVL L m MASAP RADIANT FLOOR HEATING HGA10 3/4" OSB SUBROOR PER CALLOUT GOUGE RIM AS rr ^^�� 4: on't NECESSARY FOR ANCHOR BOLT cshtt'' or STUD STUD STUD 490' ,�dd f 7 4/12@ � 16d'�3" 11 7/8" BCI FLOOR JOIST ANCHOR BOLTS 2P / (same) t ( (ssame) t (sesame:) (same) 1 6 / (Sae) t / (Same) t (same) (same) (same) 2x (sesame:) (same) � (same) 42" It 1 EXTRA RIM BLOCK PER CALLOUT 350 or 12 or45 " TYP. SHEARWALL TOP CONNECTION - FRAMING PERPENDICULAR TRUSS HEEL NO SHEATHING SPLICE - ROOF EDGE NAILING— - ROOF RIM OR CON'T BLKG---,,,JOIST OR RAFTER ALT., NO SHEATHING —,"TALL HEEL TRUSS - SPLICED HERE IF SHEATHING SPLICED I TOP OF SHEAR WALL HERE, USE H2.5 OR _ PER PLAN SDWC15600 OR TRUSS HEEL TOP OF SHEAR WALL @ RAFTER OR JOIST SPLICED OR STOPS OIT OR RAFTER RIM O CON'T BLKG SDS 611 C on't 634..' 3/12,Q16 sht' or 3P��'r D (same) (same) (same) (same) 16 (same) {saline) or 12 (same) (same) (same) 2x (same) (same) _511 SDS (same) 32" 4II H2.5 OPTION for OR SPLSHIEATHICED HERE NG STOPS OR 200' 1/: y." or ON 41U 1 ]kSDWC1 5600 OPTION f^��i L 1 f ^� TOP OF 111111- PER PLAN EAR WALL 5iJ 1'S'r 2 00 / I' both 1?2": l6d 1 0 L4 for 51811 `t./4� 4.SII SDS 2x4 ( ) 7/7• 16 (same) (same) (same) N-A (same) (same) (same) 72' �r PLAN AREAS MAIN FLOOR 1,353 SQ.FT. UPPER FLOOR 1,573 SQ.FT. BASEMENT 1,083 SQ.FT. TOTAL LIVING AREA: 4,009 SQRFT. STORAGE / UTILITY 161 SQ.FT. GARAGE 725 SQ.FT. ENTRY & REAR PORCH 195 SQ.FT. OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. OPEN DECK 122 SQ.FT. COVERED DECK 154 SQ.FT. 2PW W 1PW W Ake k N�=� .,vw" w3w�y42 G!-6J 11,J4:I5&+.1.5 r56A4 ,-0 f;&FL SC a ucr IL -IT>E04.s 4111-4 1-Y . DESIGNED BY: J. STERLING N DRAFTED BY: o J. BASS E m z 1/4" = 1' U.N.O. ki DATE o 11 /08/2021 W a !a! N N 00 U) 00 C: .. Q O U > 2) ILL. W U) N IY Q Q ~ (Q LU 0 z Q U 00 Cy 00 N U) J J Q C CD 00 W co � N Q M W O U >1 V- ILL Z W � oNNo 0') �U Z Z Q JQ%) U V Lu � LJ M VJ UF_ � U L 0 w oO I..L III,,I- 3: CY) (3) z < _J QU z WOo zzUU O �OS¢ z0mwrr L W WW8 J za�gui Z ZW°°W 0kZz~ ga K¢w0 L0.2 M Tolima W 3: W . 5 . V^ Zw0Z,N Z O =M��0 va�¢WP: �o�I-� W W Z O Wz W, O < zaoUO J W <Z~�° �ozUO W W ¢ CN_l'm¢ F 82M o330 Z z vi Z U'0=17 Z --7 0�—era — W OOOVU rria�zz V^ w z�XIS CCoo If..1L _ O z0r¢Z,wm 000zZ UZr 0 O2W K<Z2 W 9O OWNER APPROVAL INITIAL: PAGE #: S3 PAGE: 21 of 21