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HomeMy WebLinkAboutPermit File BLD-2022-0969 3928 Rock Ridge Parkway (2) CODE & PROJECT DESCRIPTION PROJECT INFORMATION J DESIGNED BY: J. STERLING N N DRAFTED BY: o ZONING: R2 PROJECT ADDRESS: J. BASS OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE: TYPE-V U ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND 3928 ROCK RIDGE PARKWAY, 1/4" = 1' U.N.O. ORDINANCES AND THE FOLLOWING: ANACORTES, WA 98221 DATE " - 2018 INTERNATIONAL RESIDENTIAL CODE o 12-23-2022 - 2018 UNIFORM PLUMBING CODE - 2018 WASHINGTON STATE ENERGY CODE PARCEL# P 133951 CLIMATE ZONE: 4C ENERGY CREDITS REQUIRED: 6 ENERGY CREDITS TAKEN: ENERGY CREDITS TOTAL: 6 PLAN AREAS L x DEFERRED SUBMITTALS MAIN FLOOR 2,017 SQ.FT. W N BASEMENT 964 SQ.FT. - 1. MECHANICAL HVAC SYSTEM DRAWINGS TOTAL LIVING AREA: 279$1 $Q.FT. °I 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS 3. NATURAL GAS DISTRIBUTION DRAWINGS --- �- -. . GARAGE 843 SQ.FT. 70 - 4. PLUMBING DRAWINGS r r IF r IF r r F IF 5. ROOF TRUSS DRAWINGS / CALCULATIONS ENTRY 110 SQ.FT. C 6. FLOOR JOIST DRAWINGS / CALCULATIONS 7. LANDSCAPE PLANS COVERED DECK 381 SQ.FT. 8. LIGHTING PLANS 9. CABINET SHOP DRAWINGS OPEN DECK 232 SQ.FT. L E 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS 11. FIRE SPRINKLER (IF APPLICABLE) _'. ' 1E1 12. SOLAR PANELS (IF APPLICABLE) 3 13. ELEVATOR PERMIT (IF APPLICABLE) W J LL OWNER / DESIGN INFORMATION FIRE AREA: 4,315 SF 0 4- DESIGNER INFO FIRE FLOW REQ. = 1 ,750 SQ FT N DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. co EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM Q o 3: 0) NEAREST HYDRANTCDDRAFTSMAN: JESSE BASS - STRANDBERG CONSTRUCTION INC. z W Lu w M EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM Q Q E CITY OF ANACORTES HYDRANT: #920. w p .. rn Q o z = (0 BUILDER INFO DISTANCE: 1409' J Z 00 Q o No m NAME: STRANDBERG CONSTRUCTION, INC. PLANNING AND BUILDING DEPT: ED 2 N Q 0- M ADDRESS: 2018 R AVE., ANACORTES WA 98221 1K1E5111D1E1N\ CIE APPROVED PLANS HYDRANT: #921 TELEPHONE: 360-293-7431FIHIIE ZU11\M1WA\x, 1L F REVIEWED FOR CODE COMPLIANCE DISTANCE: 89.4' Uj OWNER INFO PERMIT#: BLD-2022-0969 NAME: JEFF & LORI ZUMWALT 3928 ROCK RIDGE PARKWAY, ANACORTES , WA 98221 ADDRESS: 3928 ROC K RIDGE PKWY COMBINED FLOW TEST = 2066.4 GPM @ 20 PSI U ADDRESS & TELEPHONE AVAILABLE UPON REQUEST APPROVED BY: z SUBJECT TO FIELD INSPECTION. APPROVED PLyfS SHALL NOT Uj BE ALTERED WITHOUT AUTHORIZA ON. 0 N z C °° LAYOUT PAGE TABLE REVISION TABLE cn- M Q w � �W PG# TITLE COMMENTS CONTRACT DATE PG# DATE DESCRIPTION J �,o U � - W COVER SHEET U J U O C1 SITE PLAN w Q ° Q o 2STORMWATER BMPVSco z C NQ C3 CURB , SIDEWALK, AND DRIVEWAY M AO ARCHITECTURAL NOTES IN Al FOUNDATION PLAN FINAL EQUIPMENT AND OPTIONS TO MEET OR EXCEED THE REQUIRED 6 TOTAL CREDITS Q ZU A2 FOUNDATION DETAILS Table R406.2 Fuel Normalization Credits °0 o ZU o a p�wK Fuel Normalization A3 BASEMENT FLOOR FRAMING PLAN System Na. Full Description Select System Type Credits Energy Credits Total Credits � zdo�� For an initial heating system using a heat pump that meets federal standards for the a`60 �,o equipment listed in Table C403.3.2f1JC or C403.3.2f2) OR Air to water heat pump units that Uj a �N2am A4 BASEMENT FLOOR PLAN are configured to provide bath heating and coaling and are rated in accordance with AHRI Z" zdwa 2 5501590. Heat pump with electric resistance or fossil-fuel supplemental heat requires Heat Pump, air-to-air or air to water 1 0 5.0 r ii zwo wZ� compliance with WSEC 403.1.2 "Heat Pump Supplementary Heat"- Packaged Terminal Heat = o='W Z moo Pumps (PTAC-HP}requires an HSPF tested value (See SBC Interpretation dated December Nnaw< A5 FLOOR FRAMING PLAN jz=z w=-w� �oo �raaz rcNxLL aaw000 A6 MAIN FLOOR PLAN .z~,° Table R406.3 Energy Credits �o aOZD2 �Oz�2 Energy o�Qoo A7 ROOF FRAMING PLAN Zz0Zz Option No. Category S�electD Options Credits BriefDescri Description of Selected O tionsx 6E zw as C,UZ» yMzl- U 0.28 Windows.+R-38 floors or R-10 Fully insulated slab- Or oSoww A8 BUILDING SECTIONS 1 Efficient Building Envelope option 1.3 0.5 U �d�z° 6% reduction in UA zw o0 a��.s amv~,No zrza 3.0 ACH50.i High efficiency fans.i For R-2. 0.3 cfm per f[2 at 50 Op°= 2 Air Leakage Control and Efficient Ventilation Option 2.1 0.5 �aCDo ayoz Pa. i High efficiency fans 12m0 A9 BUILDING SECTIONS zazo 3 High Efficiency HVAC Option 3.6 2.0 Ductless Split System with no electric resistance in primary M �° living areas A10 EXTERIOR ELEVATIONS OWNER APPRO1 VAL 4 High Efficiency HVAC Distribution System Not Selectee NA. Not applicable to ductless system selected in Option 3 Al 1 EXTERIOR ELEVATIONS INITIAL: 5.1 Efficient Water Heating Not Selectee 0 0 - SO STRUCTURAL NOTES PAGE 5-2-5-6 Efficient Water Heating Option 5.3 Gas or propane water heater with min UEF of 0-91 OR Solar �y��o Ir O �{ supplemental OR GSHP �� S 1 ENGINEERING INFO BASEMENT PLAN 6 Renewable Electric Energy 1,200 V,P!h Option 6.1 10 On-site wind or solar electric energy PA( 4Cog� °� S2 ENGINEERING INFO MAIN PLAN 7 Appliance Package Not Selected 0.0 "OFMLDm1sQ�4 Total Energy Credits 5.0 1 of 19 "Refer to WSEC 2018 Table R406.3 for complete option descriptions and requirements VICINITY MAP- NO SCALE DESIGNED BY: - N LANDSCAPE LEGEND J. STERLING CD N f DRAFTED BY: N M LAWN AREA OR J. BASS EXISTING VEGETATION 1/8" = 1'U.N.O. CONCRETE DRIVE DATE o W 2-23-2022 a MULCH - PLANTING BED x � , EXISTING BEDROCK x , w DECIDUOUS TREE Lz M \ , (D x / 0 3 � / W 0 0 CONIFER TREE I N N MLO J a co /// / 70 // SHRUBS / PLANTINGS N B C2Engineering Public Works En G v g g V� REQUIRED LANDSCAPING recommends that the driveway �� ��Q� CALCULATIONS - N have a minimum 6% slope back // �� E towards the street for the first six // /, SITE AREA 11,010 SQ. FT. C i I ' i \'\. �� feet from the curb for any potential 4k %OF SITE AREA TO BE LANDSCAPED 20%-R2 ZONE / q ( ��} storm water build up. / / ` (PER AMC TABLES 19.42.020-.030) 2,202 SQ. FT. REQUIRED ( \\ k SF'1 4 83 1 V Then slope towards the house. /' /' . O 2,500 SQ. FT. PROVIDED0 w 1 4385' V, This is a common means ofCOMPLIANCE WITH/' /' " �Op� ELEV. r_ \ keeping water from the street, off /' /' TREE PRESERVATION C CH. 16.50 TREE TREE UNITS S REQUIRED EDITS RED: � 1 ., 01 p g \ F the drivewayin heavy rain events. /' /' (SITE AREA SF) o I / r---4----( ——— I � Y / TREE UNIT CREDITS RETAINED: y 0 TREES 6"DBH =X TREE UNIT C: - --I_J --_J / I I /OF \ CREDITS RETAINED TREE UNIT CREDITS PROVIDED: N U 6 NEW DECIDUOUS TREES N O ' (MIN.2"CALIPER @ 6"ABOVE GROUND) M RETAINING WALLS TO BE ENGINEERED / ' ^ / 6 NEW EVERGREEN TREES 0-) 0 / I / / I POTENTIAL RETAINING / V! / (8'MIN. IN HEIGHT) >Q V \ I ELEV /, // ELEV. ' WALLS 8'+/- ,' ' ' 0 > 2) 431.5' I ° U_/ /'/ / / w Z C2 / / / / W W M 2s.6jsP �� LOT INFORMATION — g > W I I I LO r �.F / QQ0 ■ i —r I� I I I I1 I' � " B ' m M° N60 PARCEL# P133951 z z J °°slopF Q o( CATCH SD Q J TIGHTLINE o Z _ Mw �LOT SIZE : 11010 SQFT m 21 N Q 0- Mm LOI I 1 II I DRIVEWAY SLOPED TO CATCH BASIN ° I-- N I ° AND THEN TIES INTO INTO SD TIGHTLINE ° 4 4 LLI r 4 B CLEARING LIMIT AREA: 11,010 SQ. FT. r I , I r \ 11 1 r- DRIVEWAY CATCH BASIN I� \ I I I ` ° ° ° MAX BUILDING COVERAGE (35%): 3,854 SQ.FT. r I O ' ' I ° TO TIE INTO SD TIGHTLINE LU / \ v, I 11 ° / r Lal.l511B9SF R °° 4 ° 4 / ° ACTUAL BUILDING COVERAGE 25.2% : 2,775 SQ.FT. `\ .. Z7 P I °I ° ° ' 3 I I 1 ELEV. DRIVEWAY 4 ° ° /p NON-POLLUTION GEN. HARD SURFACE AREA: 3,628 SQ.FT. z Q / I 440' PA;osp ° ° ° SINGLE 11' I 1,638 SQ. FT. ° ° 4 ° ° ° ' ° ° 44 ° ° , ° ' 4 o POLLUTION GEN. HARD SURFACE AREA: 1,638 SQ. FT. O w � N I \ ° POTENTI°, ° ---— > N FAMILY ° ° ° WALL RETAINING /P ° C2 I\�Q TOTAL IMPERVIOUS AREA: 5,266 SQ.FT. 00 / z a r ` RESIDENCE I - -- 4 ° 4 ° ° ° /LLS4�+�° OVERALL BUILDING HEIGHT: 2 - 2 1 2 < Q ° i 4` ° ° , ° ate\ O U G G 6' **GEOHAZARD SETBACK** �' ° °° 1 z W I 1 I r--r-� 1 ° ° I I L_ ` \� ° ° '� --I-� / a" MINIMUM REQUIREMENT #2 BMP'S UJ W 0 ° A4 y ` J vJ ELEV 4 ° Q BMPT5 W /e cS 440.E � 4 ° ° o ELEV SOIL QUALITY AND DEPTH4 ° O4 CO I --- I I ELEV. I I I 1 ELEV. 1 434.2 1 ° ° ° 444 II 114 I O3-- I / I I ; c2 , ' ^ ftb C2 BMP C233: SILT FENCE Q CID 1 ,� O BMP C105: STABILIZED CONSTRUCTION_____--_-_20'_0"_- 1. 9 GARAGE ,/ `^ ° I O C2 ENTRANCE / EXIT d) C2 1 y -- I --- �- FF=449' ° I° M p LL `\ HT. RESTRICTION @ 468' D STORM DRAIN INLET PROTECTION I C2 I >k wow \ I I 1 451' \ I, I , C2 1-40.20-00 N I r_-1 i I �l BUILDING '° ' /' 300 FOOTPRINT = 2 775 SF °1 °/ )° S4'� ' ' . opFm'P I C BMP C235: WATTLES 2 I I \ I �I I II 41 / / / / / f ~a 1 LOT SIZE = 11 010 SF , I I , / Z1 10 f I N \ �\ __-_� (25.2 /o LOT COV.) �- ° - , ,I ^ , WATER CONNECTION F BMP C123: PLASTIC COVERING ° w� z-a __ Ji q ZONE R2 MAX COV. = 35% ----- _ I / i, - ' VERIFY LOCATION C2 / SOIL STOCKPILE WZ� SLOPE \ ---- _ \ / s 45.5% \ II la I ELEV. 1 , 'z 5 ELEV. � i i i I I � ELEV. ?w°°w z x ---------- ___ __ - -- ------��--- --- 431.5' 432.8 I I Ll'�s/-/-- ------ �7 f� 1 C2 �Z'00 I ' �_� _ "z L G BMP C154: CONCRETE WASHOUT AREA =gym B � � _ 5' SIDE SETBACK---4- _ ' ' B z a W I I C2 °s - - - - - r = _��- - 59= - - - - - - ---c_ -- - zw 1F� — r — — — — C2 —— — SD CONNECTION C2 z w w _-___-_ 12. 01 ' - ELEV. E _ -/- _ _ - �- �I�V1Z - I VERIFY LOCATION 441.5' s wV - - - - oXxza - -59.3%SLOPES° /- �/ - f - °° �' °.s, 1 Q 3 W.°�z l(� o —t-- i 1 L� C2 BMP C130: SURFACE ROUGHENING W3 �0 S88 42 48 E �� 1 ' PROPOSED CONCRETE WASHOUT AREA w wmz ���\) L O gzt-pw / O � 1' I / OR MAY USE SHARED CONCRETE �02Oozo M LOCATED OFFSITE N ROCK RIDGE DEVELOPMENT CODE & PROJECT DESCRIPTION W wozj ZONING: R2 039§'ow V V j I I OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE /1 Z W 0 Q= I ' CONSTRUCTION TYPE: TYPE-V V J 2_ 2P I wozww ' 1 j Wia zz 1 I N ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND z<�1N° ORDINANCES AND THE FOLLOWING: Z1Za° 000x -2018 INTERNATIONAL RESIDENTIAL CODE Q z;Z lfaafo -2018 UNIFORM PLUMBING CODE 0"m -2018 WASHINGTON STATE ENERGY CODE Z<zx PLAN AREAS � �_ OWNER / DESIGN INFORMATION MAIN FLOOR 2,017 SQ.FT. DESIGNER INFO OWNER APPROVAL BASEMENT 964 SQ.FT. DESIGNER: JASON STERLING-STRANDBERG CONSTRUCTION INC. EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM INITIAL: TOTAL LIVING AREA: 2,981 SQ.FT. DRAFTSMAN: JESSE BASS-STRANDBERG CONSTRUCTION INC. PAGE #'4oRCODECo EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM ,wya�G�T y 0 GARAGE 843 SQ.FT. BUILDER INFO 115 NAME: STRANDBERG CONSTRUCTION, INC. ENTRY 110 SQ.FT. ADDRESS: 2018 RAVE.,ANACORTES WA98221 TELEPHONE: 360-293-7431 PA( �� 9cotLSo COVERED DECK 381 SQ.FT. OWNER INFO ?'0, '11�45Q� NAME: JEFF& LORI ZUMWALT 2 of 19 OPEN DECK 232 SQ.FT. ADD RESS&TELEPHONE AVAILABLE UPON REQUEST a 0 BMP C154: CONCRETE WASHOUT AREA Q BMP C235: WATTLES 0 BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT 0 BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND DESIGNED BY: PURPOSE PURPOSE PURPOSE 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 DEPTH N PURPOSE AND DEFINITION cv PAVED ROADS BY VEHICLES ORE EQUIPMENT THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPACES AT 0 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 Q Q NATURALLY OCCURRING(UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS DRAFTED BY: N ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. INCLUDING:WATER INFILTRATION; NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENTAND POLLUTANT o'i ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW TRENCHES CONDITIONS OF USE BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS J. BASS N 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 ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: 378)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN 1-30.30-00 ALSO PROVIDES INFORMATION ON WATTLES SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION E -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 TOPSOIL AND SOD. NOT ONLYARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, -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, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET WASTES, -CONCRETE TRUCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-SITE. NOTE: IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITYAND DEPTH REGAINS GREATER 1/4" = 1' U.N.O. co o 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 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 T DEVELOPMENT L HABITATION,AND MINIMIZES THE NEED FOR SOME LANDSCAPING It 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. DATE o CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. w DRAINS,OPEN DITCHES,OR WATER BODIES, INCLUDING WETLANDS. ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND LIMITATIONS I-_ -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL 12-23-2022 W 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 QUALITY AND 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 Minimum AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES DESIGN GUIDELINES 110. 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 Lath and Ragging -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD PRACTICABLE. IN ANYAREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A on 3 sides EXCAVATED MATERIAL EVENLYALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. DESIGNATED,CONTROLLED AREA,NOTADJACENT TO PUBLIC RESOURCES AND CRITICALAREAS,TO BE REAPPLIED TO Sandbag -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE,AND S OTHER PORTIONS OF THE SITE WHERE FEASIBLE. RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES.y I ? -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,SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT Berm SandW INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: !I]mil plaSii-n Fining IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE 1.ATOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% AND INTO THE SOIL. yks ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. (D Vary -WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3/8-INCH REBAR CAN THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF Cf7 U 0 \ ilALSO BE USED FOR STAKES. INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE Q) W E 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, ❑ 1 rn ABOVE THE WATTLE. WHERE FEASIBLE. N 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. ° Berm MAINTENANCE STANDARDS 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS I WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, A.THE ORGANIC CONTENT FOR PRE-APPROVED AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE ESPECIALLYAFTER 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 Section A-A EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN 70 � 11)tilt plastic fining ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN 3 Plan No1"b: RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND E. 1. ACtuad 3ayoul LOWLANDS REGION. o d*bermined in the fie4d. install driveway B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR Type "Belay Grade" 2_ A onntrple w8nMut OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT EXCEEDING ° cuhrert if there is a sign shall bibirKtalled THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS, IN WAC 173-350-220. e within is rn Of the roadside ditch present 4„-8_quarry THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. Z 3m Mi-nirrium teftipiXaty OMCrabe spalls L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE washout faaih/. METHODS LISTED BELOW: 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. E 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM CALCULATED 4Vatd Frame RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. B securely fasteners Geotexide 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST around entire ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT"PRE- perimeter wil h tou 3'--W i APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. J stakes f 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. LL Notice 10 mil �1 } MORE THAN ONE METHOD MAYBE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE plastic lin" DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. E If 15'min. MAINTENANCE OU Notes.\_Siake{t}p-� 1. Driveway shad meet ESTABLISH SOIL QUALITYAND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM � ` 5lrai w rraAs musl lye' 12'minimum thick€iess COMPACTION, SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. p l the requirements of the PLANT VEGETATION AND MULCH THE AMENDED SOILAREAAFTER INSTALLATION. -I-'- eatlOrl -� pled along stable Audjacen!rcals permitting agency. U \ LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. N aanlibur5 � 11alI tigy t W and plastic lining 5 htl abu REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER N Tw15�s1adsed 2_ It is recommended that Provide full width THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. 0Mj 2x12raugh Plan the entrance be ofingresslegress wdbd Irainle ---- area Q O crotiuned so that runoff� drains off the pad. Q cn I- Type "Above Grade" with Wood Planks U_ uJ � M n NOT TO,DALE Z 0 W W _0 p > � ti C t co 1 U'-25{3-8m) 0 Z O LLI N Figure 11-4.1 .7a Figure II-4.1 . Concrete Washout Area Stabilized Construction Entrance 00 a o z 0- C0 w � m 2 N Q d M � � ,DEPARTMENT OF RQwised June 2U15 Wear ing dapards bri soii typo and i'f• DEPARTMENT OF Revised,tune 2015 ECOLOGY Slop$MQ25pneas SEdinsen�.ar anic matter. ECOLOGY; Please see krftplfivwTx.er~y.wa.g�vu�Iapynghl.hlm/far copyrlgl7l no".ic�including permissions, 9 Please see httplJwtt+w.ecy.wa.gav/eopyright.JttrrNfor copyright notice inc Lid ing permissions, State of "2ashington limitation of liability.and disclaimer_ arid native seeds are Slate of Washington limitation of liability_and disclaimer. captured behind the ro-lls. U � 0 BMP C130: SURFACE ROUGHENING 0° STORM DRAIN INLET PROTECTION 1-40.20-00 z Purpose: SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE p c� Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity,increases infiltration,and provides for sediment @ BMP C233: SILT FENCE p w trapping through the provision of a rough soil surface.Horizontal depressions are created b operating a tiller or other suitable equipment THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE pp 9 9 p 9 p Y p 9I..L. � 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--6-(75-125rn m) USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A as seeding, mulching,or sodding. 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE z Q rn CONDITIONS OF USE: d3�-1D"aia. 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. � v -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. - - 1 (2H-250rTIrT-) CONDITIONS OF USE w W fUJ Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. -ti' SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. V 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 A' �^ Slopes where mowing is planned should not be excessively roughened. Lim Saks - THE SILT FENCE, BUT SHALLALLOW THE WATER TO PASS THROUGH THE FENCE. J 1 1� Q vJ r� SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS U 11••••�� ��// w �.� OF OVERLAND FLOW.CONVEYANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TOASEDIMENT POND. L.L 1'x 1" DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN \ �/ r (2-5x 25rrlm) oRrtNir+e r � ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. L.L { U UO I 1� NOTE. rtwL�rrLate W 1_ Straw told insla➢alion ri!�quir'Qs the piaO!�mL%nl and sai urnak�slng � e a �;5-.L-Z;L 0 Q { -of f the%roll in a bvncN -5'{75-1F5rnm)deep,dug on Contour. 9 � =ZL_ clp- Runoff must not be awed tea run under Gr around rob. NOT TO SCALE �'e7TF'�°®1°d O �k �Mi m-�� ❑ • - OVERFLOW BYPASS I� r C Cal Q , . xr C � � rii "§ BELOW INLET ORATE GEVGE Joints in filter fabric shall lye spliced /M �+ Figure 11 4. . + b .f,'�r v b \-J at pasts.Use staples,Wre rings or � � e uivalent to attach fabric to posts _ _'_ __ Wattles q P N ° DEPARTMENT D F Retwisad Number 2U 15 2"x2'by 14 Oa_vrire or equivalent, if slandard strength fabric used ECOLOGIC � Phase SSA WpYAvw w_dCy_wa.gp5wbgpyx Flttftrth'for CtVyeigrrt AOUC8 inehudOg parMissiorr6, Q 64. C� State of YWashingcDn imilatibri of YaGlily,and tlitNtJai+rlar_ g ZGap- -a -= a o r^ Z Z0a Tratictng with machinery up and dlYiwsa � N O BMP C123: PLASTIC COVERING a p oo°� the slope-provides grooves lh3l will � ,� � n ° o�z PURPOSE: Catch sersd, rainfall-and resduo13 runoff. a W° PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. oa�go SXL z o w SECTION VIEW z o I W NOT TO SCALE �r o z H CONDITIONS OF USE: PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, W N a o Trakit� -- T_�--------- --------F_� QYm EXCEPT AS STATED BELOW. l l 1 l Z,W W PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY Minimum l 6'max I 3 W N 0zN RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX 4"x -trench I I °_>W Z MONTHS)APPLICATIONS. 1 1 I =N=m�Z o=Qo -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE W ,°�~2 Past spacing maybe increa sed 1.�7 o ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEPAND/OR UNSTABLE SLOPES. 2"x2'wood posts,steel w3azz -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON-SITE ED 8'if wire backing is used O K N 2 LL DRAINAGE.GRATE fence posts.or equivalent g Z a° I MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY a w o CLEAN WATER AWAY FROM THESE AREAS. RECTANOULAR MATE sHOM R�IEwAL trench a o °z o OZUO -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. adzma -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL,AND �°z'x _-S DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL, UP TO$1.50-2.00 PER SQUARE YARD. Z Z Z 2 xZ lay 14 Ga_wire or equivalent, o<- IL WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. �] if standard strength fabric used N Z THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN RAINWATER AWAY ❑ 1}'1 2 o Z W w 50' 6"minA 0�FROM BARE SOILAND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM APLASTIC COVERED SLOPE WITH DIRTY rf+r Na°ZZ Zw000 RUNOFF FROM A PROJECT mNFO J��U0 (15rri) (154sa1m) Filter fabric O Z F Z a o oOox ! zo�- 2"inln 3 o�ma zazx ' Ccmtour' Furrows eE�ow Iri Ei ORATE DEVICE Owe GwOrPASS CMJ ~ N Maxirnurn Backlill french with native soil or "- y r OWNER APPROVAL 1.5'washed gravel 12"min. MATE OF VAMGrooveE will catch seed,fertilizer, �� � � l� uidB�EHTEcr Minimum �� mulcts.rainfall, and dei?ease runoff. INITIAL: 4"xd"bench MARK W.PAAURLR NOT TO SCALE ISOMETIW VIEW cEKTIFICATE IQ GrIr 0 2"x2"wood posts_steel PAGE # 4oRc0bEC0 �..........�.�....... fence poses, or equivalent 4a ,'A .�...M.....� ... ...�.......... NOT TO SCALE w� ",'A NOT Y Figure 114. 1 . S" M DMIN ry 1 NLP-T PROTECTION Figure 1 1-4.2.12 y vj Surface Roughening b Tracking andContour Furrows sTw1+iDARI>M PLAN l�+C.2O-04 DEPARTMENT OF APPPJDVM�'�'�7 Silt Fence Revised PA( �� 4c�g RftisedJursa2015 MRPLIMir�TroN DEPARTMENT OF �xreLo se ECOLOGY �v Ballrifth� ��' 3 of 19 �......_, an ECOLOGY Pleassx Sa13 ivYplAvwtix_ecywa.gowlcnp}�i�flthtm�for cxapyriighi rllatirt�incJsuding pl6r�nissiorts, � .+.w•��rr•w+•r•+•• Please see f�ttplllvww.ecy.4va.gotr�4eopyrnghc.JrftrrJfor copyrtght notice including permissions, State of VdashingEon Nmita5on of habilily.and dkdaiiiier. Slate of Washington limitation 4f liability_and disclaimer. STANDARD PLAN F- 10 . 12-03 - CONCRETE CURBS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANCE JDESIGNED BY: J. STERLING N MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS DRAFTED BY: N M I I VARIES(SEE CONTRACT) J. BASS FACE OF CURB VARIES 12"TO 24" FACE OF CURB FACE OF CURB i FACE OF CURB cc' BROOMED (SEE NOTE 1) VARIES (SEE CONTRACT) p VARIES I 6 112" 1 B 112" VARIES FROM 6"(1N)TO 0^ (IN]^ FINISH (TYP.) GROOMED �� _ 1" 10"TD 22" 1" 1 1 co MAINTAIN 1H : 6V SLOPE CEMENT CONC.PEDESTRIAN CURB (TYP.) 31$"(IN) EXPANSION JOINT{TYP.] - FINISH [TYP.} DRIVEWAY 1/4 - 1 U.N.O. a 1" I R. (SEE CONTRACT) 1"(IN]R. I 5 112" 1" I VARIES 1"[IN} ON SIDE OF CURB ! SEE STANDARD PLAN F-30.10 [SEE NOTE 1) ENTRANCE ti SEE STANDARD PLAN F-10.12 DATE o/r R ; (WHEN SPECIFIED IN CONTRACT) SIDEWALK MATCH ROADWAY ■ MATCH ROADWAY 1"[IN]R. I MATCH ROADWAY (TYP.) w SLOPE SLOPE 1/2"(IN) R. MATCH ROADWAY SLOPE I 112"[IN) R. ___ SLOPE 318"(IN) EXPANSION)DINT CEMENT CONC. SIDEWALK CEMENT CONCRETE ! z p - I 3"(IN) R. (TYP.) SEE STANDARD SIDEWALK 12-23-2022 W 112"[IN} R. ° n as 1!2"{1N} R. F is 112"[IN} ROADWAY 1!2"[IN] ROADWAY {TYP.] PLAN F-30.10 ROADWAY a ' ROADWAY R. I D- 2.0%° R. I �•J D ° p . ° Q t I LL -- - ° . MATCH SIDEWALK WIDTH °. v v p v [SEE CONTRACT] eo '° Q • •pa a go ° ° ° 'n I a r - ° v FLUSH WITH GUTTER PAN AT CURB yF Xr I RAMP ENTRANCE- 112"(1N)VERTICAL I A {SEE CONTRACT} LIP AT DRIVEWAY ENTRANCE j 11 1I2" 11 1!2" 1'-B" I 1 1'-B• j I I i I I I I I DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE 1 DEPRESSED CURB SECTION j I TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER I AT CURB RAMPS AND PLAN VIEW CEMENT CONCRETE CURB DRIVEWAY - I B CEMENT CONCRETE TAPER(TYP.} DRIVEWAY ENTRANCES AND GUTTER(SEE NOTE 3) 5'-0" 2'-6" C DRIVEWAY ENTRANCE Lz M USE T HIS DETAIL- - - - - - J CURB AND GUTTER NOTES (TYP.) -(TYP.) PLAN VIEW SIDE SLOPE TYP.] �r L - - - - - SEE NOTE 3} 1. When the driveway width exceeds 15' (ft), construct a full depth TYPE 2 0 15'MAX. (SEE NOTE 6) VARIES 15' MAX.(SEE NOTE 6) 3 expansion joint with 318" (in) joint filler along the driveway centerline. 112"(IN) LIP BETWEEN p N GRADE (TYP.) {SEE CONTRACT} {TYP.} See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER 1PY'(IN) R. 1"(IN) R. 61, CEMENT CONCRETE NOTE BREAK GRADE GRADE BREAK with the centerline as required at 15' (ft) maximum spacing when AND CURB,OR SEE CEMENT CONCRETE OR 112"(IN) R. CURB RAMP, LANDING, , BREAK NOT STEEPER THAN {SEE CONTRACT} (SEE CONTRACT) CONTRACT PLANS o OR DRIVEWAY ROAD GRADE �� * driveway widths exceed 30' (ft). ASPHALT CONCRETE [ 1"[IN} 1. See Standard Plan F-30.10 for Curb Expansion and �� �� J SIDEWALK OR PATH R. ENTRANCE 2. See Standard Plan F-30.10 for sidewalk details. 112 (IN) R.(TYP.) Q o VARIES FROM Contraction Joint spacing and see Standard * y DEPRESSED CURB AND70 a 6"(IN)TO 0"(1N) _�___: Specification Sections 8-04 and 9-04 for 3 GUTTER(SEE NOTE 3} + PEDESTRIAN RAMP Curb and Gutter shown; see the Contract Plans for the A v - additional requirements. PEDESTRIAN RAMP a 3 curb design specified. See Standard Plan F-10.12 far ° P CEMENT CONCRETE Curb Details. 318"(IN)PREMOLDED JOINT FILLER SIDEWALK(TYP.) v SECTION A 318"(IN)EXPANSION JOINT(TYP,} - DRIVEWAY (WHEN ADJACENT TO CEMENT 318"[IN] PREMOLDED SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP z JOINT FILLER or other obstructions in front of driveway entrances. e CONCRETE SIDEWALK] y 3!8"{IN] EXPANSION JOINT[TYP.} ROADWAY (IN) LIP BETWEEN 5 Where "GRADE BREAK" IS Called out, the entire length of the SEE STANDARD PLAN F-30.10 SECTION [ [; J z CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB ROADWAY GUTTER g L� z {SEE CONTRACT} (SEE CONTRACT] AND CURB(OR SEE line between the two adjacent surface planes shall be flush. CONTRACT} LEGEND AT CURB RAMPS, LANDINGS, 112" (IN) R. 6. The Pedestrian Ramp length is not required to exceed15 feet � E AND DRIVEWAY ENTRANCES (TYP.) `� DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying �� SLOPE IN EITHER DIRECTION (SEE cDNrRycT} a AND GUTTER the 15-foot max. length (measured from back of sidewalk) the 7E ifl (SEE NOTE 3) 0 1.5%OR FLATTER RECOMMENDED FOR W . , N running slope of the pedestrian ramp is allowed to exceed 8.3/G. * DESIGNIFORMWORK(2%MAX.) ----------------- W � '�`, ��. Use a single constant slope from bottom of ramp to top of OTT Z . 7.5°6 OR FLATTER RECOMMENDED FOR � g W DRIVEWAY RAMP � •+ � ° � ramp to match into the sidewalk over a horizontal distance 71C * DESIGN/FORMWORK $3°I° MAX.] � Dv WAS)! LL W FACE OF CURB FACE OF CURB 'S'�Y �r _ 318"[IN) EXPANSION JOINT(TYP.) of 15 feet. SEE NOTE 6 { t`4� LL VARIES 12"TO 24" -- FACE OF CURB �' �' �� J DRIVEWAY SEE STANDARD PLAN F-30.10 { } FACE OF CURB 4 +i� w [SEE NOTE 7) 7. Beyond limits shown. Pay item does not include driveway. m VARIES 7 1/4" w SECTION See Contract Plans. 0 1" 10"TO 22" 1" 6 112" "CEMENT CONCRETE DRIVEWAY U (SEE CONTRACT) S" 4" c 2 ENTRANCE TYPE 2"PAY LIMITS , C 5 1f2" 1" 1 112"(IN) R. d 34363 q w � "CEMENT CONCRETE DRIVEWAY 1a CONTRACTION JOINT(TYP.)- SEE STANDARD PLAN F-30.10 ��, �� 285ao�q � O 1"(IN} R. 1"(IN] R. 112"(IN] R. V(IN)R. l �� r 5TE�� LL ENTRANCE TYPE 1" PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8'-0" PROVIDE Cf 5TS ti j 112"(IN) R. as ��� } CONTRACTION JOINT EQUALLY SPACED 4'-0" MIN. OC. `�S JONA� % N i ROADWAY - ROADWAY a r ANAL m M ROADWAY v ROADWAY DRIVEWAY i' Zeller,Scott C Batty'Ed ¢ SEE NOTE 7 J Jul 12 20164:26 PM O May 6 2014 3:31 PM ( ] DRIVEWAY Q U v n ��� CJ (SEE NOTE 7 4 6 c, ,: 7 �,, CEMENT CONCRETE to 0' r ° ° - • q ° CEMENT CONCRETE CURBS DRIVEWAY ENTRANCE Z o w Ill CL. 4000 CONCRETE TYPES 1, 21 31 & 4 0 ~ ti � CL. 4000 CONCRETE PER STANDARD SPEC.8-06.3 J � Q Q M 4 STANDARD PLAN F-1 fl.1 2-Q3 PER STANDARD SPEC.8-06.3 STANDARD PLAN F-84.1 -04 Q z 0 co SHEET 1 OF 1 SHEET SHEET 1 OF 2 SHEETS J J 00 Q Z N 1 314" 1 314" 8 114" $114" O p uJ APPROVED FOR PUBLICATION /' APPROVED FOR PUBLICATION Q O z = (fl Ja 11 e 0 Pasco �'` &W�r. fi Jul 15 2016 2 27 PM m N Q 0_ M �� lun]]2014 125 PM �47 STATE DESIGN ENGINEER � STATE DESIGN ENGINEER DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT � Wash;rpton State De;NElGINEER rotttparfativn ISOMETRIC VIEW ISOMETRIC VIEW wnshingMn State SIGNEDepar ENGINEER meni Transporrarian CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB TYPE 'I -- PAY LIMITS TYPE 2 - PAY LIMITS LU C) STANDARD PLAN F-30 . 10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANCE z3� 0 LL1 MAX 20 DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS z Q Q oo 1'-0" fi" SIDEWALK FOR SIDE TREATMENT SIDEWALK 6 112" SEE 6 112" Z BROOMED VARIES 318"{IN] EXPANSION JOINT(TYP.) ^ Q [SEE CONTRACT] CONTRACTION FACE OF CURB t� FINISH (TYP.) (SEE CONTRACT PLANS) SEE STANDARD PLAN F-30.10 �J, 1'-0" 1'-0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT} JOINT 5 112" 1" + t z UJ ROUNDING 2-4% 112"(IN)R.(TYP.) CEMENT tt o MATCH SIDEWALK WIDTH UJ w f(D 1 112"(IN) R.(TYP.) CURB NOT INCLUDED IN BID ITEM CONCRETE 1 = (SEE CONTRACT) 0 �/1 SEE STANDARD PLAN F-10.12 1 2,096 MAX ' ?� J U) r v 2 0% LU MA � �� 9 ° - - p � SIDEWALK t ti MATCH SIDEWALK WIDTH f , . .. op ROADWAY VARIES 1 (IN) R. (SEE CONTRACT) (SEE CONTRACT) n/ SEE RAISED EDGE 318"(IN)PREMOLDED SEE CURB FACE DETAIL DETAIL THIS SHEET JOINT FILLER ° ' J + I 318 (IN) EEEXPANSION 5TANDARD PLAN(30.10 BROOMED U O U „, U i FINISH (TYP.) Lii Q O U WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE �� W. FINISHED GRADE 1"(IN)BELOW O O TOP OF CONCRETE SURFACE CURB AND SIDEWALK 6 112 1 �tQ y Q D z 2'-0" SIDEWALK NOTE °,. '". 1' tt� + V d„ '�� Uco MIN. (SEE CONTRACT) V-0" 1'-0" CURB FACE DETAIL i w du w w 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible y' I y, S C 112"[IN] R. [TYP.] EXTEND SIDEWALK TRANSVERSE EXPANSION y, ROUNDING CURB NOT INCLUDED IN BID ITEM� route free of vertical and horizontal obstructions. Gratings, Access Covers, � C'7 1 o SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the JOINTS TO INCLUDE CURB(FULL DEPTH) 1 lz.e% 2.0,6 MAX. PP sidewalk must have slip resistant surfaces, be flush with surface, and match � + grade of the sidewalk, (SEE NOTE 1) CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1) CEMENT CONCRETE Qrf�,�.1 3M„(IN] ' °. 9 BUFFER STRIP{TYP.J E 2 -6 2 -6 CURB AND GUTTER SIDE SLOPE TYP.) F CURB AND GUTTER PREMOLDED WALL OR BARRIER t� (TYP.) (TYP.) (SEE NOTE 3) { (SEE NOTE 3) JOINT FILLER J 1 + PLAN VIEW PLAN VIEW ADJACENT TO CURB w DRIVEWAY ENTRANCE {STEEP FILL SLOPES) SIDEWALK o i Q Q ZU � �~, ' TYPE 3 SIDE SLOPE (TYP.] TYPE 4 BROOMED FINISH(TYP_) J t I a Z,zw THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE 7 Q_QU � 1'-0" SIDEWALK 112"[IN} R. la''0� Ir 4"(IN)WER SMOOTH-TROWELED LL �� Z o N w Q ALL CUT MIN. (SEE CONTRACT] 2,Z SLOPES v U-UO v 11�7 13 CEMENT CONCRETE CURBZK�°112" (IN)R. (TYP.) a (CURB AND GUTTER SHOWN) z o rn - �p/ CURB NOT INCLUDED IN BID ITEM NOT INCLUDED IN BID ITEM d J 2.D% 1 - qa it<vi0 2.095 MAX_ SEE STANDARD PLAN F-10.12 SEE STANDARD PLANF-10.12 0Y MATCH SIDEWALK WIDTH (SEE CONTRACT} (SEE CONTRACT} 318^ (IN] PREMOLDED + ❑ 112" (IN) R. (TYP.) =m��o � ,,0 [SEE CONTRACT} w a w pG JOINT FILLER J - V DRIVEWAY 1i2"(IN) LIP BETWEEN ROADWAY 112" (IN) LIP BETWEEN ROADWAY zwUU'� (SEE NOTE 7] a 1!2" (I N} R. [TYP.} Q 3 w w N Z -• - :''..-'` _� * 8o GUTTER AND CURB (OR SEE GUTTER AND CURB (OR SEE W. Q 318"(IN) PREMOLDED :•'�?'� .r ---------_• ------ �� CONTRACT} ---- CONTRACT} Olt-, JOINT FILLER r o�10 SIDEWALK ADJACENT TO WALL DETAIL _� � � moo ADJACENT TO CURB w~a a Z ��J SIDEWALK DRIVEWAY � � zaac�io BRIDGE OR PEDESTRIAN ■� DRIVEWAY (SEE NOTE 7} �=w°o DEPRESSED DEPRESSED o ZU 'rr`ff 3I8"(IN) EXPANSION JOINT{TYP.} RAMP CURB AND GUTTER RAMP SECTION [ F } CURB AND GUTTER NOZ RAILING f SEE NOTE 3 DRIVEWAY �� [SEE NOTE 3} M 20ZD2 CONTRACTION JOINT SEE STANDARD PLAN F-30.10 BARRIER- SEE SIDEWALK . IN SIDEWALK ONLY { } 1..� CONTRACT PLANS ��� f a _ r SECTION V♦ LL I (SEE CONTRACT] 6' /f v' .0 -0 � I LEVEL 1�2" ��E,a J N°oQZ t I 112"(IN)R.(TYP.) r' EXPANSION JOINT IN BOTH z w U a a �' (7UZ�7 WE�E �OOww CURB AND SIDEWALK ��� C' G®�T z�' Z Z r I 112"(IN] R. `� p4 WAS �J {y zw°oo FLUSH � I - CURB NOT INCLUDED IN BID ITEM •- J � �, �Z J� UU ! 2.0% MAXI SEE STANDARD PLAN F-10.12 n q�" �e�!� KQ, *fi d m o x o - 000= FZUH 1"(IN) R. 4 ISOMETRIC VIEW "CEMENT CONCRETE DRIVEWAY o o m a VERTICAL WALL^ 31$"(IN) PREMOLDED ' t: ¢ ENTRANCE TYPE 3"PAY LIMIT " "CEMENT Z<zX SEE DETAIL JOINT FILLER(TYP.) JOINT AND FINISH '*a "GE ENTRANCE CONCRETE DRIVEWAY DETAIL D,p .Q6' 343634 DRIVEWAY ENTRANCE TYPE 4" PAY LIMIT �, +Q 2s6aaN- ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL s"7 sT � (SEE NOTE 7} trss15T�A �ti1 ANAL CL.4000 CONCRETE DRIVEWAY f ANAL OWNER APPROVAL EXTEND SIDEWALK TRANSVERSE B Ed PER STANDARD SPEC.8-06.3 oiler,ticntt 0"MIN. JOINTS TO INCLUDE RAISED EDGE �Y. _ (SEE NOTE 7) FOR SIDE TREATMENT SIDEWALK BUFFER STRIP ,� May 6 2014 3:41 PM Jul 18 2016 7:07 AM ��swr INITIAL: SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT] __ SECTIONS 31a" 2 11$"TO 11a" CEMENT CONCRETE CEMENT CONCRETE 1 _ 112"(IN) R. CURB NOT INCLUDED IN BID ITEM •- SIDEWALK CL. 4ao0 CONCRETE DRIVEWAY ENTRANCE PAGE # o1LCo0ECo 2.096 MAX (TYP,) SEE STANDARD PLAN F-10.12 PER STANDARD SPEC.8-06.3 TYPES 3 $ 4 ���4 Y °t o , a STANDARD PLAN F-8D.10-D4 STANDARD PLAN F-30.10-03 ' ' ' �w G�z O D SHEET 1 OF 1 SHEET SHEET 2 OF 2 SHEETS FINISHED GRADE 1"(IN) BELOW TOP OF CONCRETE ° APPROVED FOR PUBLICATION APPROVED FOR PUBLICATION N i SURFACE FOR PLANTING - FLUSH IF PAVED PREMOLDED LAY.- Jun Carpenter,Jerf Jun it 20141:25PM 19'C ADJACENT TO BUFFER STRIP Og JOINT FILLER � STATEoEs1GN ENaNE�R ISOMETRIC VIEW ISOMETRIC VIEW �z, �• Jul 18 2016 1222YM x� PA( �FMLc�SQ`��` T TYPE 3- PAY LIMITS TYPE 4•- PAY LIMITS : STATE DESIGN ENGINEER EXPANSION JOINT CONTRACTION JOINT -T Washington State Departmental Trartr cMWion Washington State Department of Transportation 4 of 19 WINDOW SCHEDULE WINDOW FLASHING DETAIL-STEP 1 Headers DESIGNED BY: Structural Callauts — Captiht CanstructianCalc,Inc (CCI NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION FLOOR PLAN NOTES TYPICAL HEADER FRAMING Defauftheader material is Doug Fir No-2orbetter w01 1 1 3060 36" 72" YES PIC 2x headers must be in tall orientation with flat 2x nailed at bottom in"L" configuration General:All construction shall be per current building code and Standard Structural Specifications herein. W02 1 1 3060 36" 72" Plc J. STERLING ........ HEADER LESS THAN 5' 0 P.A. Per Architect or Designer W03 1 1 3060 36" 72" PIC SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE ASMOKE DETECTOR LOCATED IN N Alternate Mo[hodm Default Trimmer,use 1,2x;or 2DH or 21 H use LUC;larger header use HUC or HUCQ,UNO. g o I Secure Head Flap DRAFTED BY: N g'Minimum , , •"• ek x W04 1 1 3060 36" 72" PIC EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA Structural Item: This item and related connectors shall be per architect or designer. GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, Default Ming Stud,opening 6-feet wide and less use 1,full height stud each end (plate to plate.) W05 1 1 3060 36" 72" PIC 1 eh 11 RD Roof Diaphragm W06 1 1 3016 36" 18" PIC REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE N Default King Stud,opening wider than 6-feet,use 2,full height studs each end(plate to plate.} x BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS iu a W07 1 1 3016 36" 18" PIC E T: Framing: Trusses or rafters at 24-CC,max. AND CO DETECTORARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. I N E Trimmer,each end Ding Stud,each x W08 1 1 3016 36" 18" PIC e• , gk• I k Orerhangs:Per code and truss or I-joist manufacturer's recommendations- Mlnlmum l �d Lek ;• .I Callout Min,use Alt 1 min.use Alt 2 min.,use (if blank use default end(if blank use W09 1 1 3040 36" 48" CASE k + Ty HEADER LESS THAN 5' x Framing Connection at Support: W10 1 1 2010 24" 12" PIC 2 SHELF AND HANGING ROD. above-) default above-) „ — , T I W11 1 1 2010 24" 12" PIC m t� kt lf`�re1 C03737eC�ed rF0 shear'wall,coriuect per shear wall c.aIlout-top of wall. 1/4 - 1 U.N.O. a +�ek ry tyd L T�J i+ (1)KING STUD FROM 20H 2x6, "L"conf g 4x6 - TY}re1 t1 YdSSeS OT'TQfteFs connect to beam,use H2.5A, or LS30 with screws,or sin al-,tarp. W12 1 1 2010 24" 12" PIC UL w 'ley TOP PLATE TO W 13 1 1 2020 24" 24" CASE ty fy'' BOTTOM PLATE 21 H 2x10, U'conf g 2-2x8 4x8 F Sheathing: 7/16"min., OSB or CDX phn•wood. Stagger joints per IBC. Case 1. W14 1 1 3040 36" 48" CASE BUILT IN SHELVES. DATE w v k ornau"d"pWiedowa (1)TRIMMER 22H 6x8 2 W15 1 1 3060 36" 72" YES CASE ,k 1� e k Nailing:Lase 8dat 6" edges, 12"field. z lulam 3 _ W16 1 1 3660 42" 72" FIX CASE 23H 5.5xl3.5 2-23-2Q22 g tltledger•,connect per ledger Callout,but never less than 8d screw or ring shank at 4" OC.STEP 1 W17 1 1 3060 36" 72" CASE 4 Beams Blocking:Not required except between trusses or rafters at their supports- W18 1 1 4040 48" 48" PIC ❑ CABINET-OWNER/CONTRACTOR TO VERIFY. a prepare theTytrek'wR6Forwindowinstatlatian, W19 1 1 4040 48" 48" PIC A.Make an"l•Cut-(Stan da rd I-Cut)in the Tyvek•WRB(modified I<ut is also accepted). ALTERNATE METHOD TO SECURE HEAD FLAP:In lieu of temporarily tapinq,the head Default sawn material is Doug Fi r No 2 or better- 12 FD Floor Diaphragm W19 1 1 4040 48" 48" PIC For an"I-Cu[",begin with a horizontal cut acrossthe bottom and the top of the flap can be tucked under the Tyvek WRB. x 1 Default lulam r I}} LVL PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E, Sheathing:W ith joists at 24' or 19.2' OC.use min., 24 oc rated, APA Sturd-I-Floor: either 3:'4" species W21 1 1 4040 48" 48" PIC EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 window frame(for round top windows.the cut should begin above the mull joint). g Ig l� t p From the center,cut straight down to the sill NOTE:Somewi sintoc and h op n opening and secure may o insidelra gars6[s. 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" 2,30D psi,min Fb_ group 1, or 7T" species group 4.hra;'be OSB or pI SVOOd. W22 1 1 4066 48" 78" PIC V C.Fold side flaps into rough opening and secure to insidewall.Cut off excessflapsrf p HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. R. Cut two 45degree slits a minimum of W extending from the corner of the window desired. Sheathing:IVith joists at l6" OC,use min., 16 oc rated, APA Sturd-I-Floor,min., 19:'32"thick3 ybe W23 1 1 4066 48" 78" PIC head,up and away from the window opening.This will❑reatea Rap above the Default wall connection_3" bearing in pocket or on plate with min-, 2 studs below_ W24 1 1 4066 48" 78" PIC rough opening to expose sheathing or framing members to allow head flashing OSB or plywood. Good for 245 psf TL 1 L/360 deft. W25 1 1 4066 48" 78" PIC installation(see step 4).Flip head flap up and temporarily secure with Dupont— Default end post connection LCE,ACE,EPC<Z, EGGQ, or similar- 6 TEMPERED GLASS T-vvek•Tape. HEADER MORE THAN 5t DefaultSheathing Layout: Case 1 per IBC 2306.2-1(1) W26 1 1 4066 48" 78" PIC corner post connection with mitered beams over.LCE4,LCE4Z, or RTC44. _ W27 1 1 3060 36" 72" YES CASE Orient sheets continuous over two or more spans,with the long dimension across supports. WINDOW FLASHING DETAIL-STEP 2 Default mid-post connection LPCZ,PGZ, GGQ, or similar. x Nailing: Glue, and connect with 8d ring shank nails or screws, at 6" edges, 12"field. W28 1 1 3060 36" 72" FIX CASE ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICKACTING VALVES ARE W29 1 1 3060 36" 72" FIX CASE INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES � Default beam to conc wall: HGUld hanger with 5/8x4 Titan HD,or GLB wet-set beam seat. x W30 1 1 3060 36" 72" CASE RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, Blocking:not required except at supports{beams}and connections to shear walls below. END OF PIPE LESS THAN 2 FEETABOVE GROUND,POINTING DOWN. TANKS SHALL BE Default beam t0 beam connection:Hanger:HU,HUC, HUCQ or similar. Bear on tap,2.HGA10. 13 DD Deck Diaphragm W31 1 1 2660 30" 72" CASE ❑ STRAPPED WITHIN UPPER 1/3AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 2 W32 1 1 2010 30" 12" CASE EARTHQUAKE.MIN.EFFICIENCY OF 91% HEADER MORE THAN 5' Connector(if blank " Decking:Use wood or Composite decking per Arch.,mlrl. actual dints-3:4"x 3.5". W33 1 1 2010 24" 12" PIC ( x Callout Min.,use Alt 1 min. use Alt 2 min. use Notes (D a y'lei NnG.vinCamrr use default, above) x Decking Attachment:Use decking screws_length to ensure 2"min., embedment into flaming below". W34 1 1 2010 24" 12" PIC F.A.U.ON 111"HIGH PLATFORM,TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD, windDwJamb fy W35 1 1 2010 24" 12" PIC EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL 3 (2)KING STUDS 30B 5.5x10.5 g - Use 2 screws per deck board per framing member.At decking splices,center splice over framing member W � pupaM- FROM TOP PLATE TO W36 1 1 3016 36" 18" PIC 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, � N ,,,,w„p. BOTTOM PLATE 31 B 5.5x13.5 gl and use 2 screws per spliced end- W37 1 1 3016 36" 18" PIC BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF S s j (1)TRIMMER 32B 4x8 $locldn not required except at support beams. W38 1 0 3060 36" 72" CASE FURNACE. �l weoNc ga, DDnnFrT g' > p W39 1 0 3660 42" 72" FIX CASE rl el y � ei 40B 3.5xl2 PT gi 5.5xl 0.5 PT gl HUC or HUCQ 1-5 FF Floor-To-Floor Holdonu W40 1 0 3060 36" 72" YES CASE PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF o t sF` t1 CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED ATOTAL 2 e e TV Min.Capacity- Good for 1705 lb tension. W41 1 0 3660 36" 72" CASE r' , gk p COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF t Use min-,5.5xl 0.5 PT lulam,-23'Ian To of beam to be flush with to of joists- Bear an full 2. W42 1 0 4060 48" 72" FIX CASE 9 I+" •"' sill w1ah h, ., DO NOT STRETCH k g g p p 1 Strap:Use CS 16 vertical strap applied to outside of wall sheathing.Attach to min., _a stud lined up ❑ THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 70 ol� t l^ e 41 B width plywood shim as necessary-Connect to perpendicular top plate or beam with A44 &#10 W43 1 0 4060 48" 72" FIX CASE EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF - f above and below rim joist-Fill all nail holes with mm., 8d. W44 1 0 3060 36" 72" YES CASE SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. screws,each side-Connect to post with standard past cap hardware. N - If strap falls an header or beam below,nail to header or beam and wrap around bottom if necessary. W45 1 0 3060 36" 72" CASE N STEP 2 Strap Length: Use 13-min-to each upper and lower studs--Min-total length=26-+depth of floor W46 1 0 3660 42" 72" FIX CASE MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE z Same as 41 B except at exterior post connector use CCTQ.And lace onto of lower wall to W47 1 0 3060 36" 72" YES CASE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 A. Cut DuPeFifRexwrap`at least 12"LONGER than width of rough opening sitl(5). C.Remove parr❑wrelease paper. 42B „ p „ p p p system. If upper wall bears directly on a beam,min.total strap length--26". W48 1 2 3016 36" 18" YES PIC C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW Use roll widths sufficient to achieve a minimum oft"adhesion BEYOND where the tt late and connect with 6 SDS max., 18 u through double to late. OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, e D.Fan out the FlaxWrap"at corners and adhere onto face of wall Continue adhering WINDOW W/ 6 POST p p g p p 17 HD Holdofiu W49 1 2 3016 36' 18" YES PIC window frame will be located,ensuring 2"-3"adhesion onto the face of the wall. z onto face of wall along sill.Coverage of FlexMap should be 2--3"onto the Face of 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK z R. Remove wide piece of release .Position on horizontal sill b all nin the [fie wail. W50 1 2 3016 36" 18" YES PIC p ripen v g g Alt 1-Holdonu-Embedded Strap Type PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE � inside edge of the narrow release paper with the faoe of the wall to ensure 2'-3" DOOR SCHEDULE CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX of the Flin0rop`willbeadhered to the face of the wall with a minimum of 6"up Use min.,5.5xl 0.5 PT glulam,-25'long.Tap of beam to be flush with tap of joists. Bear on full x H6ldGnm:Use LSTHD10 for no rim joist c.ondlitkmi LSTHD1 ORJ for rim joist condition. # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH k each jamb.Adhere into rough opening width plywood shim as necessary.Connect to perpendicular top plate or beam with A44&#10 x Stud:Apply over sheathing to king stud-min.,2-2�x,4x,or larger per plan. D01 1 1 3080 36" 96" EXT. HINGE GLASS PANEL DOMESTIC DRYER EXHAUST. � 01 43B screws,each side,or LTP4-Bear an parallel wall tap plate and connect with 6" SDS at 18" D02 1 1 18080 216" 96" GARGAGE DOOR OBSC. Alt 2-Holdonu- Bolt Type max-,up through tap plate into bottom of beam. Bear an tap of 73P and connect with CGQ. x ,, D03 1 1 9080 108" 96" GARGAGE DOOR OBSC. WINDOW FLASHING DETAIL-STEP 3 8,4 Haldaivn:Use HDL with 6, SDS to long stud,min., _ �x_4x, or larger per plan. D04 1 1 3068 36" 80" HINGED-DOOR P01 ❑ WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH ti Anchor Bolt:If wet set,use 5 8-diameter SSTB or all thread with 12"min embedment- D05 1 1 3068 36" 80" HINGED-DOOR P01 11 AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. w 44B Same as 43B except-23'long- - If rotohammer,use 5:'8"all thread&epoxy,with 10-min concrete embedment, centered in stem 1--all. D06 1 1 2868 32" 80" HINGED-DOOR P01 D07 1 1 2868 32" 80" POCKET-DOOR P01 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. U_ (1)TRIMMER 45B 5-5xl 3.5 PT I HUCQ to 73P Angle hole away from edges and ends of concrete to minimize breakout. 36" 1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. pet gel g n - D09 1 1 3068 HINGED-DOOR P01 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR ek YV eF (2)KING STUDS c 77I Mullion D09 1 1 3068 36" 80" HINGED-DOOR P01 ei FROM TOP PLATE TO Oltabr to trim ends to fit�.�"wide SEALED TIGHT. I iJ' BOTTOM PLATE 46B 7x11.8 PSL x D10 1 1 2868 32" 80" POCKET-DOOR P01 O TV`'d ,4k f hanger General: These are specified mainly to relit out-of`-plane wind loads but may also be used to resist in-plane U g D11 1 1 2868 32" 80" POCKET-DOOR P01 GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. ,yet lateral loads if so indicated in calculations- D12 1 1 2868 32" 80" HINGED-DOOR P01 13 INTERMEDIATE RAIL SPACING SHALL NOTALLOW A4"DIAMETER SPHERE TO PASS c T 50B 1.5 x11.8 LVL or LSL - g ek a� Mullion:Use min 2, 2x6, continuous bottom plate to top plate- D13 1 1 3080 36" 96" EXT. HINGE GLASS PANEL THROUGH PER I.R.C.SECTION 312.2. 51 B 2, 1.7x11-8 LVL 3-5x11-8 PSL D14 1 1 3080 36" 96" PATIO DOOR U i i Td�el 1Vsek u k x Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with concealed D15 1 1 3080 36" 96" HINGED-DOOR P01 PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N i 52B 2, 1.Tx11.8LVL 3.5x11.0PSL TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N ek. 1J e flange hanger per header table- D16 1 1 2868 32" 80" HINGED-DOOR P01 14] MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE � to dLk 53B 5-5xl0.5 g D17 1 1 2868 32" 80" HINGED-DOOR P01 O-) C dEk Ty �{i C� 73 1I Mullion SURROUND&HEARTH MATERIAL. O ty DPTIDNAL:Apply Tower*Residential { l�ll]7H 54B 4x10 x D18 1 0 2868 32" 80" HINGE Q $pAla"t,or r.t4mm.ndods.alantat General: These are s ecified mainly to relit out-of-plane wind loads but may also be used to rests in-plane > U siwllha lea"npexlx gapsinthe p p p D19 1 0 2868 32" 80" HINGED-DOOR P01 GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR O > 2' 1881.0headforevery4'ufu"ndoww Wooaar prooa�ct C coAa[e WINDOW W/ 3" POST FP support. Upside dawn hanger to lateral loads if so indicated ut calculations. D20 1 2868 32" $I)" HINGED-DOOR P01 15 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. allow for drat nape. DW%m! W GtPo FFI�I T. CLPo -Ftt=T, �••r - ••_ - 55B 1.7xl 1.8 LVL LL- Lu U N 46B Mullion:Use min., 2, 1.75x5.5 LVLs, continuous bottom plate to top plate. D21 1 0 2868 32" 80" HINGED-DOOR P01 Z X W W M -0 D22 1 0 5068 60" 80" DOUBLE HINGED-DOOR P01 — - _0 STEP 3 STEP 4 56B 1.7x11.8 LVL Top and Bottom Connection:Connect at top plate and bottom plate with 2,LS50 and screws- p > 1` C Apply Tower'Residentia l Sealant or recommended sealant,on three sides(iambs and A_Install window according to manufacturer's instructions. D23 1 0 2868 32" 80" HINGED-DOOR P01 IY Q Q �/ , M Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with concealed D24 1 0 2868 32" 80" HINGED-DOOR P01 j6�] 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. LU M head}as shown above. -y _ n/ R.Cut two pieces of DuPont'Flashing Tape or DuPont- iamb 57B 2, 1.7x11.8 LVL 3.5x11.8 PSL U' Ly � D25 1 0 3068 36" 80" HINGED-DOOR P01 p W flashing extenaing,"abevewindaw head flange and below bottom edge of flange hanger per header table. Z C� N flashing. lashin.Remove release paper ressti tightly along sides of window frame. D26 1 3080 36" 96" EXT. HINGE GLASS PANEL J 00 Z l �p p g y g 58B 5.5x12 PT gl tit) L Led Ledger-Roof Dia hra m GENERAL NOTES Q z ° w OPTIONAL:IF installing a dri p cap as part of the window installation before the la F g O = � >DuPont Wl`-AdheredFtashing membrane at the windgwheadflange,seeDrip Joists att(��{(jf�g}$ � Ledger Screws- If connecting to rim or header Or other continuous wood-use SDS at ends, splices, and FDUt7��t1011F �rawl�p~ace Level 1�alls and Lower Floor Frramin� m < N Q T ('7 Cap fnsrattadon Section and refer to Qptlfln 1.NOTE:The vertical leg of the drip cap CONCEAL FLANGE must not be taller than the window head flange when installing drip cap according HANGER EA.SIDE Default rafter or deck joistto beam connection is can't or skip blocking and H2.5A,or H1,or A34 max 12" spacing-If connecting to studs,use 2. SDS per stud. to Option 1. - Foundations are OPA except as noted other ,+ise. c.cut apiece❑(DuPont-Flashing Tape orstraighirlash-forheadflashinglong with screws- Ledger Connection to Wall: - Location of footing steps and J ortransitiorlsbetween retaining wall typesshown are ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. enough to extend beyond outer edges of jamb flashings.Remove release paper and (2)KING STUDS Aa el•s Pe7 endiculm% C;se 2x or L Z ledger:min height to match rafters.Apply ledger over wall i nstall completely covering Range and adhering to exposed sheathing or Pram ing FROM TOP PLATE TO Framed roof overhangs, eaves,outriggers, etc.use IRC-compliant Construction. _ g pp g roxiiinate onlyand ma Va depending on field conditions. members.OPTIONAL!IF installing a drip cap as part of the window installation, BOTTOM PLATE sheathing-Use hangers to hang rafters on ledger. p g ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.C. UJ but after the window head flashing,see Drip Cap installation Secrionand refer to Default sawn material is DougFir No 2 or better. Exposed to weather shall be Pressure Treated PT - Exterior cripple walls at crawlspace level shall be the same shear�,r,�all as directly al?we. ODt;W . P ) Pa2allelRafte� a� Ti•rfss Top Chord: Ledger may be top chord of last truss or rafter.Ledger to be VERIFY HEADER HEIGHTS WITH SUPER. NOTE:Ensure proper shingling-DuPont"Flashing Tape or StraightFlash-at jambs placed OVer wall sheathing. Also u s e the same posts I r1 cripple walls a s directly above. X must overlap the DuPord"FLaxWrap"atthe sill and adhere to the Tyvak'WRB below Default sawn face mount hanger is U,LU,LUS,or if sloped rafter use LRUZ. Mono T,•ress Pei exrdicrala�•: At to Of mono tt7155,ll5e COnttTlll[]ll5 2x blocking between truss tops nailed -All slabs are 95S. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED z Q the sill- Default sawn top flange hanger is JBA,LB,BA, or B welded app,use LB,BA,or B) � p g p OTHERWISE. � � - through wall sheathing to solid backing.At bottom chord, support mono truss on let-in ledger per above, or All floor sheathing is 12FDr typ. WINDOW FLASHING DETAIL-STEP 5&6 An national I-joist brand,e ual or stron er ma be substituted LLJ N y J q 9 y hanger to solid backing- - Floor joists are UPA,typ. 0 � N -Joist roof overhangs, extensions, outriggers.and cantilevers shall per per manufacturer's Roof Diaphragm:Connect roofdia diaphragm to ledger or blocking with 8d ring shank or screws at 3" OC_ ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED LL g gg p pp ' g g g Stairfrarnin OPA and code. Q 00 - recommendations. '�' OTHERWISE. z � - Deck decking is 13DDt typ. — Q Default I joist face mount hanger is IUS or MIU 81 L Ledger-Deck Joists to Rim. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER «1 Q A �u Default I joist top flange hanger is ITS,HIT,or MIT * Ledger:Use min.,2x,PT ledger at least as tall as joists. DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR �J �• : L z W l�gl Connector{ bank Ledger Connecinn: Connect to rim with 2, SDS or LedgerLOIC at max 24" OC and within 3" of ends Lower Level I a I I s and Main Floor o o r Framing LOCATIONS. W W Callout Alm.,use Alt 1 min.,use Alt 2 min.,use l Notes and use default, above) p All interior floor sheathi is 12FDr p. FRAMING NOTES J � � c' 501 11.0 BCI 6000 upside down hanger to 46B - SDS or LedgerLOK to be oflength necessary far full penetration r>run. h V UJ �• Joist Connection: Connect joist to ledger with gah-hanger, all holes filled with gals'nails or screws per - All I e xte f l Or tilt/a l l s Bt th 15 level l B f e 2P typ. 61 J 2x6 PT� 16" 2x8 PT� 16" * r � el posts hanger manufacturer recommndation. - Interlorbearingwalls are Indicated with diagonal hatching REFER TO SHEETA2 FOR FOUNDATION NOTES AND DETAILS. iy IV11 Default material is Doug Fir No 2 or better. 32 L Ledger-Concrete Attachment U U O General-Thefollcn'ing assumes standard hangers attached to aledger- If joists are supported by top - Floor Joists are DPA except as noted otherwise. COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF Default bottom connection on plate: 2,A34 with TEGO or screws, or 4, 16d face nails. flange hangers ran mud sill, and floor diaphragm is nailed or screwed directly to mud sill,no ledger is FOUNDATION/SLAB/JOISTS BLOCKOUTS. w Q O U 1r T+1''09 '"� Default bottom connection on beam: 2,A34 with TECO or screws,or PCZ_ x gg - Stair framing:OPA and cede. � � Q necessarc'. Ly. Default bottom connection on concrete:PB, or AB,orABU,orABW,or GBSQ , - Deckdecking 15 13OD, t FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR z . Ledger:L:Use min.,f%PT ledger at least as tall as joists.Far non-wet applications mat_•use min., 1.5"x joist ��• � Afternate bottom connection on concrete:45 rebar or 5/8'' alLthread,epoxy 6"min. into past butt, x height LSL or LVL with moisture barrier between ledger and concrete. SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT N Q STEP 5 STEP 6 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL � A Flip down upper flap of Tyvak'WRB so it lays Rat across head Bashing. Final Step and 6"min.,embed in conc-Conc embed may be wet set or epoxy- x Connection:Use ST" diameter x min--4" embedment,Titen HD or wet-set bolt, at spacing below'.Min PRIOR TO THE FABRICATION AND INSTALLATION. � B. Cut-1"stripf the T vet'WRB at I.-horizontal edge of head flap- Install T er Residential Sealant or recommended sealant and backer rod as distance from centerline of bolt to top or bottom of ledger=2.75". Upper LevelWalls a rl d Rc of Fro rf l i rl o y g p- I Connector(1f blank C.At the head,continuous tape seams as shown with DuPont`Tyvek•Tapeor necessary)aravnd the window opening at the interior.ttis also acceptable touse Callout Olin.,use Alt 1 min.,use Ah 2 min.,use Notes - Joists parallel,use 36"max spacing: staggered- and within 8" of splices and ends:with 3"x.25 washer- ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED Gran.Stuff Prsi Window&Door Pt4yurethane laMtFwm Sant be or recom mended use default, above} - Roof diaphragm IS 11R t'�p. BY MANUFACTURER I DuPom"Flashing Tape.DO HOT TAPE at bottom of window. foam.When using Tower Residential5ealarrc,tool sealant bead Rat to allow the J615t5 perpendlClllar,ll5e 24"max spacing, staggered= andw^ithin 4"of splices and ends,with 3"%.?5 p , `I NOTE.Skip taping at head with a maximum of two(2)2'gaps for every 3'of window is natural curing process to create a concave shape.Fie sure that the sealant penetrates 70 P 2-2x4 4x4 _ acceptable!fan air barrier is not required or if additional drainage is desired. the WInd*wves ofthe Ayumth"FLexWrap-around[Pavlm Whenusing Great Stuff Pro A 2 2 A washer. - Trusses and layout are OPT tarp. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE Window&Door PIXyuraMana Foam Saalantin perimeter openings Less than 112", 71 P 3-2x4 2-2x6 4x6 F OPTIONAL:If irataiting a drip caPAF7ER1heTvvek"WRBhea4 Rap isflipped down and * Joist Connection. Connect joist to ledger with standard hanger- /� apply using the plastic extension tip for the Grea[Swff pro"Dispensirg Gun during jAND NAIL W/ RING SHANK 8d'S 6" EDGES & 12" IN THE FIELD. FACE sealed,see Drip Cap Instaltation Section and refer to Opt on 72 P 3-2x6 6x6 4-2x41,:. installation, 92 FS Footing,Strip or Pad filth Pony�'aII or Past and Beam Support - Interior bearing are indicated with diagonal hatching NOTE:Installations that specify a windowMoor design rating of DP45 or greater 73P 6x6 PT 5.5x5.5 PT glulam F� �5 F- �5 F-, F��S GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" require extra precautions.See Speciat Considerations for performance requirements Alt 1-Strip Footing With Pony Wall•Use strip footing and pony wall per below'. - E { I I G I pony I lAT I I �t roof pop-ups �^ 1� F }�J . OSB OR EQUAL. Q za exceeding this design rating- 74P 4x6 PT Ah 2-Strip Footing with Post and Beant:Use strip footing and post and beam per below'- L VM L�' Z�Z< T5P 4x4 PT - Led ers at lower roofto 4J er shear t,,r�all are SOL, t PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST oa�< Ah 3-Pad FDatings with Past and Beam:L;se pad footings and post and beam per below. { LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO o�W 0 Table R406.2 Fuel Normalization Credits i Strip Footing:Use min., 16"wide x 6"tall C4nt1I1llffll5 footing.Footing to extend 1 min.beyond last post - i i re p i D ce and chimney fra m i ng per Arch and cis d e. J U-zo o FLOOR HOEDOWN LOCATIONS. Q W OE or end of Pons'S4'all,t)'�}. O 0. g vi ZZOOQ Fuel Normalization - Longitudinal Rebar•: Use 2,—4 continuous 3"from bottom. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING �K°=F �aieawo System No. Full ❑escri tion Select System Type Credits EnergyCredits Total Credits Pony Wa11:Use 2x4 studs at 24"max spacing with double top plate and single PT mud sill-Also use posts LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. O� 5Ym D�_Q For an initial heatingsystem using a heat urn that meets federal standards far the for Dint loads above per plan.Pony wall need not be sheathed not a shear wall. Studs need not line W W Y 9 pump p p p ( } >� � zawwa equipment listed in Table C403.3.2(1}C or C403.3.2(2) OR Air to water heat pump units that with joists. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ox00 LDD �/� ZW -WW are configured to provide both heating and cooling and are rated in accordance with AHRI - Connect mnd sill to footing with 1:'2"wet set or Titan J-D anchor bolts at 72"max spacing with 3"min � �/) NF Q W o 2 550f590. Heat pump with electric resistance or fossil-fuel supplemental heat requires Heat Pump, air-to-air or air to water 10 5.0 6.0 embedment in concrete. Or use powder-actuated pins per Standard Structural Specifications herein at 36" INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE Z= compliance with WSEG 403.1.2"Heat Pump Supplementary Heat"_ Packaged Terminal Heat CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM U sot-W wo 23:w u- Pumps (PTAC-HP requires an HSPF tested value (See SEC Interpretation dated December max spacing. CONNECTIONS. Z rQ=� 2020}_ Post and Beam:Use 4x4 posts at F max spacing and at point load locations per plan,with standard UJ O ¢ ° �zWOo hardware top and bottom.Beam,use min.,4x10. o g o�o Fad Footing:At each post use min-, 16" square x 6"tall with 2,�1 each way 3"from bottom- o Z Table R406.3 Energy Credits z o3300 Joist Connection. Connect joists to beam or top plate per joist manufacturer recommendation and..'or = Z Z g a Z Energy code minimum. z-.,j Option No. Category Select Options Credits Brief Description of Selected O tione 93 FP Footing,Pad U 000ww Footing:Use min.,24" square x 8"tall. �'�/ Z.000 1 Efficient Building Envelope Option 1.3 0 5 U 0.28 Windows!R-38 floors or R 10 Fully insulated slab. Or L.` :51 No 5% reduction in UA - If in slab area footing may be mono-poured with slab or below'slab-Height may include slab height if � Z.Z a poured monolithically. ,Z FzOX ofaofo 3.0 ACH50 I High efficiency fans f For R-2, 0.3 cfm per fL2 at 50 Rebar:Use 3,#=i each way, 3"from bottom. o,,m a 2 Air Leakage Control and Efficient Ventilation Option 2.1 0.5 Pa.!High efficient fans Zznm g y 95 S Slab on Grade w 4Q o Ductless Split System with no electric resistance in primary Subgrade:Use structural fill or native material, compacted to 95%relative compaction. It is strongly N z 3 High Efficiency HVAC Option 3.6 2 0 living areas recommended that all structural fill be checked by a geotechnical consultant. a * No Slab Connection to Concrete R'alL•Do not connect slab to concrete wall with dowels or other GAR OWNER APPROVAL 4 High Efficiency HVAC Distribution System Not Selected NA. -Not applicable to ductless system selected in Option 3 structural tie. x L nderslab Insulation:flay use-'OS or EPS rigid foam with min-, 25 psi compressive strength under slab- iE►T If used,pro47de and install per insulation manufacturer's recommendations. INITIAL: 5.1 Efficient Water Heating Not Selected 0.0 - x PAGE #• Slab Thickness:Use 4"min-llay thicken at edges and use additional continuous rebar in thickend COt)g OFOR c0 portion,though not required- '�� y�4 Y +1Lo{ Gas or propane water heater with min UEF of 0.91 OR Solar � . 1 Q ry 5 2-5.6 Efficient Water Heating Option 5.3 1.0 Reinforcement:Use any of the following: � s G � 2 supplemental OR GSHP - _NEn_,#3 rebar at 24" OC, each w'ay, centered in slab- 15 _ 12/23/22 6 Renewable Electric Energy 1.200 �kVlh Option 6.1 1.0 On site wind or solar electric energy - W gilded wire fabric,min._W2.9, CxC (6 Ga.), centered in slab. Splices overlap 8"min. - Fibermesh per manufacturer's recommendation. lr»t! VJW 24 7 Appliance Package Not Selected 0.0 x - Helix micro rebar,min-, 5 Ibs-per cubic yard_ t PA( cogSQ� ° pP 9 Control Taints:Maximum recommended spacing=8' OC, each way. This is a non-structural item and �11.�Z rty96W 5 5�'4�e may be changed or omitted by Owner or architectural designer- 1� f;2dL .�i'44.G�''S�' 5 of 19 Total Energy Credits 5.� Vapor Barrier: Suggest a min-, 6 mil-,plastic vapor barrier under interior slabs- This is a non-structural r�TEMrS 45.-I GY. 'Refer to WSEC 2018 Table R406.3 for complete option descriptions and requirements item and may be changed or omitted by Owner or architectural designer. GENERAL NOTES DESIGNED BY: J. STERLING ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. N N DRAFTED BY: o cli r0 FOOTGEOHAZARD SETBACK ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. N J. BASS ADJUST FOOTING TO FIT J 73-2"_ VERIFY HEADER HEIGHTS WITH SUPER. T-0" 9'-6 112" 2'-0" 14'-11 2'-0" 18-5 1/2" 2'-0" MIN 24"SQUARE X 8"TALL 2 0 rt _ r ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED $ $ 0 73P FORSONOTUBE 73P — o OTHERWISE. 1/4 — 1 U.N.O. LL 93FP A2 93F A2 - REBAR:USE(3),#4 E.W. 0 3"FROM BOTTOM b o M < I N 8 8 N I ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED DATE W MIN 24"SQUARE X 8"TALL J J FOR SONOTUBE A2 q2 OTHERWISE. z 73P N REBAR:USE(3),#4 E.W. 73P o 12-23-2022 W 3"FROM BOTTOM I 93FP 93FP a L PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 1'-3" 009" 1'-3" 0'-91, 1'-3" DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 9'-6 1/2" 14'-11" . 18'-5 1/2" 18'-0" LOCATIONS. N N 1'-21/2" 0'-91/2" 0'-9" 3'-0" 48'-1 1/2" 17H D 2°'-°1/2" 2'-0" FOUNDATION NOTES - - - - - - - - - - - - - - - - - - - - - - - - ° ° ° 1 r 70 s 5 (Z- 71P NALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH. SEWS PU I JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. STORM/SEWER PUMP SLAB ° ° ° ° VERIFY LOCATION W/ 71 P — — — — — — — — — — — — --- SUPERVISOR 5 FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. - ° 500 GAL.STORM/SEWER DRAIN A2 I I FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. L 2 X 5 TANK AND SUMP 1 o VERIFY W/SUPERVISOR I ° I W N 1 A2 p PERMITTED DRAINS FOR OVERFLOW 67'-2" I FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. W N LU ;� q a z ° I I I DEPENDENT ON FINAL GRADE& N v I I ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. o -O z LOCATION OF STORM/SEWER LINES rn N z l I **VERIFY W/SUPER** Z2 I I o Structural Callouts�-Copyright Coustructioncale,Iue(CCI) z LL X I I I BASEMENT CRAWLSPACE VENTILATION I I General:All construction shall be per current budding code and Standard Structural Specifications herein. 70 LUa m I I I CRAWLSPACE AREA: SQ.FT. I I 17 HD Holdown 3 �o y 1,801/150=12.01 SQ.FT.OF VENT IS REQUIRED. o Lu> 1 — — — — I It 1-Hoklown-Embedded Strap Type E. USING 6 X 16 FOUNDATION VENTS,19 VENTS ARE REQUIRED. 0'-6" 2'-0" N a 6'-0" — Holdown:Use LSTHD10 for no rim joist condition-LSTHDI ORJ for rim joist condition. m ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET3 0 r — (93FP)24"X 24"X 8" LQ 1,0„ OF EACH CORNER OF THE BUILDING. 2015 IRC-R408.1 5 Stud:Apply over sheathing to king rind min.,2-2x 4x or larger per plan- Z POST PAD FOOTING N 6'-10" 17'-6" 35'-2" J 1=10' Alt 2-lloldovrn-Bolt Type w (3),#4 E.W.3"FROM BOT. 9ZFS — A2 Hoklona•Use HDU2 with 6,SD5 m l�rg stud,min.,2-2x,4x,w larger per plan e 72 P — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 Anchor Bolt:If wet set,use 5/9-diameter SST13 or all thread with 12"min embedment. J 9 B/C v 6"X 16" 1P ° ° a If rotohammer,use 5/8-all thread&epoxy,with 10-min concrete embedment centered in stem wall. 3 N TYPE DEP.ON GRADE 72P CONCRETE FOOTING ® ° ° ° a �� �1 " ° ° ° ° " ° hole aura from a es and ends of concrete to minimize breakout. o 1 Al - - - - - - - - - Q Q - - - - - - - - - - - - - - - - 1 L 1 A2 I L USE(2),#4 CONT. n 1 32 L Ledger-Caacrete Attachm eat U —J 9 3"FROM BOT. General:The folbwiag assumes standard hangers attached to a ledger. If jousts are supported by top 6'-10" A l 5 1 3 flange hangers on mud sr7l,and floor d aphragm is Waded or screwed directly to mud s>71,no]edger is A2 A2 A2 4, necessary. — — — _rn— Ledger:Use min,2x PT ledger at least as tall as joists.For non-wet applications may use nun-,1.5"x joist T-6" 2'0" 7' 1" 2'-0" 16'-3" — — — — — — — — — — — Lo height LSL yr LVL with moisture barrier between ledger and concrete J q 93FP 1 15'-10" 1 1 d 1 Connection.Case 5/S'diameter x min.,4"embedment,Tden HD or wet-set bout at spacing below.-Min LL N distance from centerline of bolt to top or bottom of ledger=2-75"- A F 24"X 24"X 8" I I I I _ Joists parallel,use 36"max spacing,staggered and Rithin 3"of spices and ends,Ritli 3"x.25 washer. O POST PAD FOOTING ° d n Joists perpendicular,use 24"max spacing,staggered and within 4"of splices and ends,with 3•x.25 0 °m1 I I (3),#4E.W.3"FROM BOT. I I OMPACTED —�2p N BACKFILL `vim c I - L � 1 75 P _ — — — — — — — — — I I I Joist Connection:Conned joist to ledger�ctrth standard hanger. O 'n r , 92 FS Footing,Strip or Pad with Pon►•Wall or Post and Beam Support 3/4" OS B I 16'-7" 2'-0" 16'-3" I I I I Alt 1-Strip Footing Kith Pony Wall:L se strip footing and pony wall per below. CN L Q a Alit 2-Strip Footing with Post and Seam:Use ship footing and post and beam per below. 00 � 11 7/8" BCI JOISTS I I I I I I I I Alt 3-Pad Foetiugs with Post and Beam:Use pad footings and post and beam per below. C37 aI Strip Footing:I;se min., 16"wide x 6"tall continuous footing.Footing to extend 12"min.begond last post Q OU R-38 INSULATION 1 0 1 �' PORCH SLAB aor Md.� yW�• O can P' i� u? I I I Lan u&nal Rebar:Use 2,-4 continuous 3"from bottom. w CU 7=:t A2 A2 109 SQ FT � � • � CONTINUOUS BLOCKING I L — - - - - - - - - - - - - - - - - - - - - - - - - - — � - - - - - - - - - - - - - - - - - J I - above .Pony wall (not ]Studs — o Q � � Poiv Wall:I3x 2 4 studs at 24"max spacing with double top plat and single PT mud s>71 Also use posts Z M for pant bads a plan w d no all 5 ti 2 X 4 STUDS 24" O.C. WITH I I 1 I with joists- LU Z O O rn I I I A2 1 - Connect mtrd silt to footing with 1/2"wet set or Titan HD anchor Dohs at 7?"ma_+c sparing Rirh 3"mes �' � DOUBLE TOP PLATE. embedment in concrete.Or use powder-actuated pins per Standard Structural Specifications herein at 36" J J 00 Q Z N ?> d° ° e 75P ° ° ° PORCH SLAB 1 B ° g ° ° a 1 max spactag- Q O z T >w X 3 1/2" DRIVE RAW L 48" d ° ° ° Post and Bearer:Use 4x4 posts at F man spacing and at paint load locations per plan,«ith standard m CNI Q 0- 1/4" M ° ° ° ° ° 1 N 1 5 SQ FT hardware top and bottom.Benin use min-, x 6. O.C. 1 ° — — - - — — — - - — — — - - — — — — — — — — — — — - - — 4'-0" 6'6" 4'-0" — — — — - - — — — - - —�— — - - — — — - - — — 5 Pad Footin :At each post use min-, 16"square x 6"tan with =4 each Scat•3"from bottom. N 1 T-2" 14'-6' 22'-6"-N Joist Connection.Connect joists to beam or top plate per joist manufacturer recommendation and or TREATED SOLE PLATE W A2 48'-2" codemnimwn- 3 F tic Fa 6" X 16" CONC. FOOTING (PER PLAN) `�° I I I I 9 �FoaYting Use min.,24"square xs-tan- r W/ (2) GRADE 40# 4 HORZ. REBAR ------------------------------ :.------.------------.------.------.------ FOUNDATION & C RAW L S PACE LEVEL WALLS If m slab area-footing may be mono-poured frith slab car below slab-Height may include slab height if V i\`i /\`i\`i\`i\`i\`i\`i\�i\`\i\`i\`i\`\i\`i\`\i\`i\`i I I 1 1 -FOUNDATIONS ARE PER PLAN, U.N.O. y pound monolithically. z j 6 MILL VAPOR BARRIOR /\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\!i\/i\/i\/i\/i\ -LOCATION OF FOOTING STEPS AND/ OR TRANSITIONS BETWEEN Rehar:t sea, e��hway_3"from bottom- \ \ \ \ \ \ \ \ \ \ \ I I I 95 S Slab on Grade I ' I N UNDISTURBED SOIL �\\//\\//\\//\\//\\//\\/ 4 RETAINING WALL TYPES APPROX. ONLY AND MAY VARY DEP. Subgrade:Use structtaa151lornatne material-compactedto95%relative compaction-It isstrongiv O W N A2 I I ON FIELD CONDITIONS o recommended that all structural fin be checked by a geoteehnical c onsuhant. LL Q 00 lvo Slab Connection to Concrete WaO:Do not connect slab to concrete«-all with dowels or other Z -EXTERIOR CRIPPLE WALLS AT CRAWLSPACE LEVEL SHALL BE THE SAME b structural tie- — — Q 0) J0 o I SHEAR WALLAS DIRECTLY ABOVE. ALSO USE SAME POSTS IN CRIPPLE WALLS * Lnderslab Insulation:VIxyust3i'P$orEPSrigidfoamstithmin, $psi CDr] mssirves[rerig[h under slab 00 I AS DIRECTLY ABOVE o a Ifusedprovideandinstallperinsulationmarnfacturer'srecommendations- Z V� W STEM WALL HT. Slab Thickness:Use 4"min-%Ia% thicken at edges and use additional continuous mbar in thickend W W '^ 9 STRIP FOOTING & PONY WALL I ° I DEPENDENT ON PRE FDN. e a 1 -ALL SLABS ARE 95S, TYP. a portion,though not required. v SCALE: 3/4" = 1' 1 ° 1 GRADE 0 a 1 M o p -STAIR FRAMING PER PLAN/CODE Reinforcement:LseaayafthefolloRing J Q (n Q ` m 0 _ - vl4r.,03 rebar at 23"❑C,each way,centered ar slab. U � W M I I w I I ti DECK DECKING IS 13 D D. TYP. welded Rice fabric,min.,w2.4,6"x6"(6 Ga_)=centered in slab.Splices overlap 8"min. I_ N O � Fibrnncsh per manufacturers recommandatioa N O Q 0Z 7 Helot micro rebar,min.,51b5.per cubic yard. L.L m lJJ 0 0 TQ A2 37'-0" 11'-2" Control Joints:Nlaximum recommended spacing=8' each way.This is a non-structural item and U J U O J W J < may be changed or omitted by Owner or architectural designer- W O r , 71 P 6 X 6 P.T. POS 1 1 Q CO Q Z 1 1 DRIVEWAY SLAB Vapor Barrier:Suggest a min,6 mil-,plastic vapor barrier under interior slabs.This is a non-structural __3 v ABU66 POST BASE I I w U_ Q O LU LU I I 1,638 SQ FT item and may be changed or omitted by Owner or architectural designer- O � (50 � � > ~ Q 00 Z (3) GRADE 40#4 REBAR to II 6 MILL VAPOR EACH WAY- FOR LONGER 1 1 < M w I j U) O CD q 1 1 G N BARRIER C/ PADS ADD (1) REBAR EVERY 8" I I a w 10 v a' v a_ I I co z D o CD U N —.................... ..........................— (� > 2,-0„ I 4 ZLLZI /\\`//\\`/\\`/\\`/\\`//\\`/\\`/\\`/\\`/\\`//\\`/\\` — I 5 � z z a Q ouzo a a U a J �Z"2 a~ZZ~ 0 V�m a ° 00 a zw��D g_BTYP. POST FOOTING DETAIL N I I U_ 0 7 1 I = - z ��aw° SCALE: 3/4" = 1' I M ° Z W Z z=- rt Y Q w'Ww° 0IY I I — W,�'�mLL 4 m 0 Q 50 A2 I I Xz0°o 6 X 6 P.T. POST I I 4 5 I I Q zwlwZ DOZUp ¢d'Z' Q Noz�� 1 1 - - - - - - - - A2 - - - - — A2— I I oz<zo Noca- ABU66 POST BASE I L — J 7 0�Z�� (3)GRADE 40#4 REBAR ° L w o z a a O0ODU uiaFzz EACH WAY- FOR LONGER ° D axwn°p PADS ADD (1) REBAR EVERY 8" - - - - - - - - - - - - - - - - - - - - - - - am0-�° I 4,#5 ROTOHAMMER&EPDXY O 6 MILL VAPOR PERPENDICULAR TO ROCK FACE LL o o o0ox FZU� 5'0" 22'0" 2'a,y o _¢Z' BARRIER &BEND VERTICAL IN FOOTING 27'-0" PLAN AREAS =Z ° .... PRESSURE WASH a",TYP. a &APPLY BONDING AGENT may\ 24"S MIN to Y ' WAV ,,f+ MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL PIN POST FOOTING 0 �� of TO BEDROCK ' BASEMENT 964 SQ.FT. INITIAL: LU d W4X EL �\�\\\� TOTAL LIVING AREA: 2,981 SQ.FT. PAGE�#�4oRCObg�o GARAGE 843 SQ.FT. X /\\j\\/\\ 12/23/22 �IYAL SOLID, BEDROCK RED' \/\/\/\ 24 ENTRY 110 SQ.FT. PA( �c oR� °� TYP. POST FOOTING DETAIL COVERED DECK 381 SQ.FT. FMLoll3se� 9 ('� I-$ �- ar� � 6 of 19 SCALE: 3/4" = 1' '�T>E�,s ���..Y. OPEN DECK 232 SQ.FT. DESIGNED BY: J. STERLING N N DRAFTED BY: N WALL PER PLAN WALL PER PLAN N 2 BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM C '� BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM J. BASS C C—_ NAILS OR SCREWS PER SHEARWALL o A B C D E F G V W X Y Z 3/4" SUBFLOOR A B C D E F G V W X Y Z 3/4" SUBFLOOR TABLE PTIONAL4°SLAB 1/4° = 1' U.N.O. LL NAILS IN BLOCKING (GARAGE, PATIO) DATE o LU LENGTH FLOOR JOISTS / LENGTH SIMPSON HANGER . „ 1 2-23-2022 a RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING ' II (JOISTS PARRALLEL ONLY) HEIGHT POSITION REBAR �A35 TYP.ONLY / G RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING F WIDTH HEIGHT THICKNESS SPACING *` SPACING @ REBAR REBAR TRANSV. CONT. A35 IF . 4' / OPTIONAL 4"SLAB HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. FLOOR JOISTS BOT. L BEND ' (GARAGE, PATIO) BOT. L BEND a -III IIIIII-III III w� III=?I=1 I I III=1 I I—III-o F SUB FLOOR TO MUD SILL TO EI 12-1 1 1= 11 III 0' - 4' CENTERED 1 8„ 6" 6" 72" REQUIRED 6 NOT " #4 @ 24" #4 @ 24" N/A (2) # 4 IF JOISTS PARALLEL '1 ° ° w 0' - 4' CENTERED 1 8" 6" 6" 72" REQUOIRED 6" #4 @ 24" #4 @ 24" N/A (2) # 4 BE ATTACHED WITH 8D NAILS =gip = 1 1 E II 11011=1II 1II. - INSTALL"G"BLOCKING ° 3"O.C. STAGGERED. _ - _ _ _ IN (2)BAYS. - -A PICTURE OR PRE INSPECTION 11= 11 11-~1_-w 4' 1 "- 6' 5" 24" $" 6" 56" 4$" 6" #4 @ 24" #4 @ 24" #4 @ 24" 2 # 4 SCREWS OR NAILS Z=III=III=III 1 O NOT " „ „ 11 MAY BE REQUIRED DUE TO FLOOR =1 11= 1 0 1 1= 1 I=I m ( ) 3"O.C.THRU SUBFLOOR E _ 4 1 - 6 5 24 8 6 56 REQUIRED 6 #4 @ 24 #4 @ 24 #4 @ 24 (2) # 4 PLATE MATERIAL COVERING NAILSW C7 ° III-� I I-11 I- I IIIII I �-� I I IIII—III- 1� 11 I—w1-� I w =1 -_I n _ �� n " " If I� �� 11 11 11 18 MIN. _2 -� 18"MIN. _ I_- 6 1 $ 6 32 10 8 28 28 8 #4 @ 16 #4 @ 18 #4 @ 16 (3) # 4 a =III-BELOW GRADE I ('� M n _ n n n n n NOT n " 11 11 1 1 I-BELOW GRADE I J _ _ _ 6 1 $ 6 32 10 8 28 REQUIRED 8 #4 @ 16 #4 @ 18 #4 @ 16 (3) # 4 —1 I I III III III 1 w u) 1 111 1 I =1 11 Q z L N X 1-1111 IIII z X 1=1III III— (D 1 1111 TIGHTLINE-I 11=2 Q ° 1 11 "TIGHTLINE-111= - " 1V 11 1� I� i� I� i� " " �1 EQ. EQ. I I I I I II 1 I J -1 1 11 �� 11 �� �� �� NOT 11 n 11 11 EQ. EQ. II—III LI p 3 8 1 - 10 $ 42 10 $ 18 18 $ #5 @ 14 #5 @ 18 #5 @ 14 (4) # 4 1 X 4 P.T. GUIDE 1 O EXT.WALLS ONLY I-J a- 8 1 - 1 0 $ 42 1 0 8 1 8 8 #5 @ 14 #5 18 #5 14 4 # 4 1 X 4 P.T. GUIDE 1 EXT.WALLS ONLl�11 Z LLI E. _I I- z REQUIRED @ @ ( ) OI I= 11=� R-10 @: I-III III-I I ->Q O R-10 @: I-III III-I I CONDITIONED AREA SLAB =1 10 11-I I I=III= I >-L� CONDITIONED AREA SLAB —1 1 1=1 1 1=1 1 1= 1 1= 1 U III—IIIIIII I Q III—III IIII I W � 10' 1" - 12' 10" 48" 10" $" 16" 16" $" #5 @ 9" #5 18" #5 9" 5 # 4 ON GRADE -MIN LAP SPLICE=24"I=1 11=z 1 0' 1" _ 1 2' 1 0" 4$" 1 0" $" 1 G�� NOT $�� #5 @ 9" #5 18" #5 9" 5 # 4 ON GRADE -MIN LAP SPLICE=24"I=1 1 1=W am @ @ ( ) Z Y I=11 IIIIIIIIII—III V REQUIRED @ @ ( > Z Y I=11 IIIIIIIIII—III Ii- =1 I —III IIIIII I I ° — 1 —III 111170 GENERAL NOTES: NOTE #1 SLAB°OR FILL-SEE N TE#1 6 = 11= 11 w GENERAL NOTES: NOTE #1 SLAB OR FILL-SEEN TE#1 6 = 11= 1 111E * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. ° ° =11= 1 I-�' * ° =11= 11= FILL OVER FOOTING IN CRAWLSPACE WHEN III COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN — III R-10 FOAM- a - R-10 FOAM- a * NO SLAB IS NEEDED. • 4 DRAIN ROCK- * NO SLAB IS NEEDED. • DRAIN ROC Z COLUMNS F, G, ARE MAXIMUMS. MAY LESS. W/10 MILVB-D 1 COLUMNS F, G, ARE MAXIMUMS. MAY LESS. w/10 MILVB=D a - UNDER, MIN. Y "PERF.I= 1 UNDER, MIN. J ° 3" a "PER F.I= 1 e *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT. (A) FILL REQUIRED _I 6 MILL VB J _ _ - 11- *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED _I 6 MILL VB _ _ _ - III- Z (EXT.WALLS ONLY} — (EXT.WALLS ONLY)= IIF NO SLABI I—III III=III1 I I11 I—vIE1 I I III—III I I— 1 I—III III=III—_I I III—v1=11 I IIII * _ _ _ _ _ * IF NO SLAB _ I I _ _ _ MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE _ _ _ MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE _ _ _ _ _ _ _ _ =IIIIIIIII—III— C_ IIIIII—III— =IIIIIIIII—III— C_ — IIIIIIIIII * REBAR MINIMUM GRADE 60. 5' - 6' 12" I=11 I I 1 I I I I I I I 111 I I IEI I I 1 I IEI I I IHEELI I—III III—III= * REBAR MINIMUM GRADE 60. 5' - 6' 12" 01 I I 1 I 1 I I I ITOE I I=III III III=III IHEELI I -1 I I-1 I I 11-I I I-I I I-I 11-111-111-1 I I-1 I I-1 11=1 I 1---I 11-1 11= =1 101 I-1 11-I I I=1 I I 11-111=111=1 I I-1 11=1 11=1 I 1---I I I-1 11 * 1 - 1 11 * 1 - 1 11 CONCRETE MINIMUM fc 2500 psi 7 8 18 I11 I*ASSUMED SOIL BEARING PRESSURE: 2,000 PSFI 11= CONCRETE MINIMUM fc 2500 psi s 18 I1 I*ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 1 : N IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=III=III— 9 - 10 24 =III-III-IIIIIIIIIIIIIIIIIIIIIIIIIIIIII=III=III _ N "ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10, 24" NOT TO SCALE "ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. I NOT TO SCALE — E i I- IIIIIIIIIIIIIIIIIIIII—III IIIIII—III I i I NO FLOOR _ WALL PER PLAN WALL PER PLAN o 4 RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" 3 CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM 12" MIN. o 1 X 4 P.T. GUIDE PONY WALL N 0 A B C D E F G V W X Y Z RBAS BASEMENT PERIMETER 00 N I A B C D E F G V W X Y Z ABOVE GRADE AREAS Q O CONDITIONED AREA SLAB U ON GRADE F F 4 O � > 2) LENGTH 4"SLAB LENGTH 6" MIN. w • LU UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING b a ° RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING Z W W - -0 HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING* SPACING REBAR @ REBAR REBAR TRANSV. CONT. �,° ° ° p HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING* SPACING REBAR @ REBAR REBAR TRANSV. CONT. - - Q Q � M III=IIIIIIIII—III W LLI �, o BOT. L BEND a a a BOT. L BEND o ? Q z m N .. —III II III III—III o 0 0' - 4' CENTERED 1 8" 6" 6�� SEE NOT 6IV #4 2411 #4 24" N/A WR10 MILVB R-10 FOAM-3 E w ' - ' 1 $" 6" 6" SEE NOT 61V #4 24" #4 24" N/A 00 Q o z � w � @ @ (2) # 4 0 4 CENTERED a F SHEARWALL REQUIRED @ @ (2) # 4 `- 1 I 1 I I-� m N Q d M UNDER, MIN. 24' IN. o m SHEARWALL REQUIRED W =111IIIIII—III II - �j � 111 1I I I I 11-2=W 4' 1 "- 6' 3" 24" 8" SHEARWALL REQUOIRED 6" #4 @ 1 8" #4 @ 2411 #4 @ 18" (3) # 4 W A (�' Q 4' 1 "- 6' 5 24" 8" SHEARWALL REQU SEE OIRED 6" #4 @ 18" #4 @ 24" #4 @ 18" (3) # 4 1 4"ITIGHTLINE11=Iw w w a III—I —III— Z R p R p —11 I- 11 IA-1 I I-1 I = 6' 1 " - $' 6" 36" 10" $" SHEARWALL REQUIRED $" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 a J � 6' 1 " - $' 7 36" 101f 8" SHEARWALL REQUIRED $" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 El 111 `II111=J= Z X X X —III—I 18"MIN. Q-I z>Q o - a I I =1 11=BELOW GRADE I=>I-- 8' 1,, - 10' $" 4$" 10" $" SHEARWALL REQUIRED $SEE NOT " #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5 2"CLR. OLL 8' 1,, - 10' $" 4$" 1 0" 8�� SEE NOT 8„ #5 @ 911 #5 @ 1 8" #5 @ 9" (4) # 5 1 X 4 P.T. GUIDE 1=III 111=111=111=11 I z O W N SCREENED 2" PVC MIN LAP SPLICE=24" w SHEARWALL REQUIRED R-10 @: _2"CLR.=III IIIIII—III-o z Q � � 0101I III 1II 111 1W Q -CONDITIONED AREA SLAB I i II i I I i II i WEEP HOLES 6'O.C. _ ON GRADE -MIN LAP SPLICE=24'r I I-n 1 4'TIGHTLINE_1 11—III III Z Y ° =1 11=1 I I=1 I —I 11=1I1 III= Q -24�MIN.IFOR- — -III=III III=III=III= de-, r n Lu GENERAL NOTES: 1 Z Y GENERAL NOTES: ° _ _ I ' I _ B 10'WALL 1 NOTE #1 SLAB OR FILL-SEE N�T4 E#1 1 I1 111E W W * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. At time Of footing —IIII - III—III— * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN °a - -- (n 1 —III _ a —11 , R-10 FOAM a — —III U — Uj COLUMNS F, , D 4 DRAIN ROCK- NO SLAB IS NEEDED. D • DRAIN RUCK— * G ARE MAXIMUMS. MAY LESS. inspection please provide - ° ' * COLUMNS F G ARE MAXIMUMS. MAY LESS. W/10 MILVB * proposed foundation wall =1 1 I 3 a a O "PERF.1 I=11 * UNDER, MIN. I.1 J a 3" a O 4"PERF.I=111= 1 ASSUMED SOIL BEARING PRESSURE: 2,000 PSF p p I � � I � � ASSUMED SOIL BEARING PRESSURE: 2 000 PSF _ _ _ _ _ _ _ heights to field inspector. �I 1 II 1111011-1111 111=1101 I 11 -v1 I 1=1 I I = —1111111�I RETAINED HT. (A> FILL REQUIRED �I I 116 MILL VB �►11111 1�1--I I 1 I I--��1 I 1 = —111=111 IF MI SLAB =1 I I-- U U O * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 9 p 1= 11= 11= 1 I -C— = 1 = 11= 11= * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE =III=III=III=III— —C— =III=III=III= W Q U * REBAR MINIMUM GRADE 60. = I I I 10 TOE 1 I I I 11 III III HEEL 1 I 1 I 1 * REBAR MINIMUM GRADE 60. 5' - 6' 12" I I I 1 I 11 I ITOEI I I 1 I 1 11 11 I HEEL 1 I 1 I 111E Q Q * I I I1 1I1 1II 1II 1I1 1I1 1I1 1I1 1II 111-111 1I1 1II- * 11 -1I *I I1 1I1 111=1II 1II 1I1 1I1 1I1 1II—I II—I11 111 11I-_ 00 z CONCRETE MINIMUM fc 2500 psi -I ASSUMED SOIL BEARING PRESSURE: 2,000 PS --I I CONCRETE MINIMUM fc 2500 psi 7 - $ 18 I_ ASSUMED SOIL BEARING PRESSURE: 2,000 PSF= 11= N Q ** I III III III I I III III III I I I I I I III I I I ** 9'- 10, 2411 =111=1 1=1 1=1 11=1 11=1 I I=1 I I=1 I I=1 I I=1 11=1 11=1 11=1 11=11 I=_ ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. � II= I I—III—IIIIII—III—III—III—III IIIIII—III III ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. M NOT TO SCALE NOT TO SCALE CASE 1 CASE 2 6 X 6 P.T. POST PROVIDE CLEANOUT AT N 5 WALL PER PLAN WALL PER PLAN 1/4" X 3 1/2" DRIVE BASE OF RAIN LEADER RETAINING WALL - 4' MAX RETAINED - CENTERED REBAR NO FLOOR 12"SON ABU66POSTBASE WITHIN 12" RAWL 48 O.C. WALL PER PLAN AT TIE IN TO DRAIN PER TOP OF STEM WALL (3)GRADE 40 UPC 1101 .13.1 2 X TREATED PLATE Q #4 REBAR 1 X4 P.T. GUIDE „ VERT. HOOKS a aU A B C D E F G V VV X Y Z 3/4 SUBFLOOR R 10 @: /\ \//\\ \///\\///��//��/%\�/%\\ DETAILS A Woo �ZUV CONDITIONED AREA SLAB \ //\ //\//\//\//\//\ z°aa F ON GRADE �\. \/\\ \/\\/\\/\\/\\/\\ 0 lui o W�Z� ALT 3 FLOOR JOISTS _ UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT FLOOR JOIST LENGTH VERTICAL HORIZ. FOOTING FOOTING / / / / / / / / W°o= HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING BLOCK OF VERT. REBAR REBAR TRANSV. CONT. % w ON TOP OF MUDSILL Z _ ° ° a ° a /\ /\\//\\ , „ \//\\//\\//\\//\\//\\ o�awo 4"SLAB °AL 1 - SPACING REBAR @ ° O BOT. L BEND SLAB AB VE GRD. A /\ \\/\\/\\ \/\\/\\/\\/\\/\\ W W Uj _ _ _ \// //v/�/(�j // / //, R-10 FOAM j / /�/ FOOTING SIZE AND REBAR \//%//%//% z.wwa O. -- F \\' \\ \\ \\ \W/10MILVB, \ \ \ \ \ \ ZWN'� _ _ _ _ _ \ \ \ \ \ \ ° \ \ \\ \\ \\ PER FOUNDATION_PLAN \\ \\ \\ 3"' z - //� / // // //SUNDER,MIN. // // // N��oo � � - —_ - — — _� � � � � R-10 FOAM\ \ \/\/ \ \ n\ \ /\�\�;���;���;���/\\/ /\/ \/\/\/\ 5?=a 0 - 4 CENTERED " SEE NOT n " 11 U \ \ \ \ \ �\ \ \ \ \ \ N 18 611 6 SHEARWALL REQUIRED 6 #4 @ 24 #4 @ 24 N/A (2) # 4 E� IIIIIIIIII I I W \/\/\/\/\ i16 \ \/\ \/\/\ z=��� ° Q W/10MILVB� / / / / / / ' / / a a // / / z W�WWo N aIII—III IIIIII �I I m ALT 4 FLOOR JOISTS a W UNDER,MIN.\\/\\/\\/\\/\/\\/\\/\\/\\/\\ (2) GRADE 40 /\\/ ° a \/\\/\\/\\ �3��LL IIIIIIIIIIII—III- 1= HUNG FROM MUDSILL /j/j/j // #4 REBAR / —_ 1 — _ / / �/�/ _-� \ \ \ \ \r\r\i /\i\i\r\r\ / / III-1 I I-1 I I I I-1 I I-1 I I— /\r\ _ a o 1_�11 1 III—III �cn=1 Z E-III-1 I I III-1 I 11= =III=COMPACTED FILL-III=I \ �\ CZ~~° GRADE CATION-1O Q -_ _ - _ - - ° - Z,20 Z W° 1- MAY ARY = II=—w l - - - - _=1 1 1=III—A�=1I1 111 z; III—III III III I ==1z — 11 III 1 ' III—III— IZ THICKENED FOOTING PAD W/ SONO TUBE zz�z° I-1 I 1- _ -1 I I-1 I I -° CRAWLSPACE I I-1 I1118„ MIN:11 III SCALE: 1 " = 1 ' .__ X a —11 I .I 10 1 I— a_ o X III- BELOW GRADE ! = z 0 o w w III=III=�4 10 I 111E I III III III I I M ° 6 X 6 P.T. POST Na800 CENTER 11 CENTER IEI 1 I IV I I—" "' = 0 ABU66 POST BASE 4"SLAB aw�oULL 1 1 11 1 1IIII 1 = -W 1 1 11 1 1-III II I � z ooa=t a MIN LAP SPLICE=24" —III-W -MIN LAP SPLICE=24'- Q GARAGE DOOR D Q};z 1 X4 P.T. GUIDE 1=1 I I1 I I Marro 4"TIGHTLIN —III-III 4"TIGHTLINE III-111— 1� BUCK OUT FOR GARAGE DOOR Q GAR� o�mQ LT1 -scREENED2"PVC IIIII111111111 IE 11= 111111111 W 4" CONC. SLAB OVER 6 a — — '�" �' 0 W<Zo EEP HOLES 6'O.C. a 1 X4 P.T.GUIDE MIL VAPOR BARRIER ON \//\ a 'LI L 1 I1 _1 u- _ _ O O p11=IIIIIIII - ° as a II= IIIII—III III \\j\\ 1I- 1I-111 GENERAL NOTES: NOTE #1 4"SLAB BELOW GRID. B 11=111-III III= SLAB OR FILL-SEE NOTE#1 ° g I I I-1 I I- I- GRANULAR FILL \//\\ ° a * 111=111 _ —III I I 1 ° //% Q 11 I-11 I-11 OWNER APPROVAL COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN \\ \\ \° ° o \ \ \i� \ \\i\\ — — — — — In III=I I I *ASSUMED MAX ALLOWABLE SOIL BEARING: 2,000 PSF NO SLAB IS NEEDED. a a DRAIN ROCK= a a DRAIN ROCK-1 /\\�o\\//\ \ //—III=1 i 1=1 i 1=1 i 1=1 i 1=11 I-11 I-1 I I III—III — 6 MILL VB -1 1111ID12/2 D \/ �/\ ° /�\/�\/�\/�\/�\/ COMPACTED FILL-- - - INITIAL: * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. � 3" 4"PERF.�- �' - - - * III-III- ° 3 ° ° a O 4"PERF = 1 ____-IF-NO SLAB ° O i 111i \\��\\\ \ °° a ! (2) GRADE 40 \ �N�,L PAGE P REBAR MINIMUM GRADE 40. RETAINED HT (A) FILL REQUIRED � III I I — _ I_ - 1 I— 1 1— —III— _ — (EXT.WALLS ONLY) /// / , \, #4 REBAR \ a4pgCOng�o * CONCRETE MINIMUM fC 2500 psi _ =1101 I 1 IY-—__I 1 1 -v :471111* 1 ===11 I-11 -1 I 1=1 I I 11 I I:Y=—I 1— I I—y 1=_I I I I ===1 11-1 11= \ \ \\ \� \� \� >\� \\ PAD UNDER SLAB ,�, ,24 0 4 NONE ZZ III III—� I I CI5' - 6' 12" =I 11=III=I 11— TOE111EI I IEI II= = 1= HEEL I I=1 I IEI I El I = I IEI I IEI I =11 ITOE1 IEI I IEI 11=11 IEI I 1=1 IHEEL I=I I IEI I IEI I I= TYPICAL FOUNDATION WALL CONDITIONED SLABS - R-10 @: „ �-III-III-11I=111-111-III-III=III-111=1 I I=1I I-11011— 111-III-III=III=III=III-III-III=III-III=1I1=III-III-11I-� POST FOOTING - BASEMENT PERIMETER ABOVE GRADE AREAS 7 - 8 18 GARAGE DOOR 8 .111-111-III-110101 [El 1011=111-1101011-1101 -III-III-I El 10 II-III-111-III-III= @ „ _ SCALE: 1" = 1 ' w - CONDITIONED AREA SLAB ON GRADE 9 - 10 24 I-111a I F =- -1 11-11 I-11 I-11 I-111-11 I-11 I-11 I-11 I-111_ 11 111 11 I-11 I-11 I-111-11 I-11 I-11 I-111-11 I-11 I-11 I-11 I—� SCALE. 1 — 1 �>E ���� . PA( �� ��pg� 0 - 6 MILVB UNDER, MIN. NOT TO SCALE I III III III III III III III III III III II NOT TO SCALE II III III III III III III III III -III— I 'mIII—III 93FP �2 RMELopyse� 7 of 19 -s '4 GENERAL NOTES DESIGNED BY: �A9 �A9 J. STERLING 04 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 04 30 LB FELT OR SUITABLE BARRIER DRAFTED BY: cli cl TO BE USED BETWEEN HANGER AND ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. J. BASS 0) ACQ-D&CA-B TREATED SILL VERIFY HEADER HEIGHTS WITH SUPER. SILL SEAL zo 6 ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED 73P SDECKBEAML6 73P OTHERWISE. 1/4" = 1' U.N.O. _ F ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED DATE w 58B A3 J OTHERWISE. z ` 73P ` 73P 12-23-2022 IF C1. `° (61J)2X 8 PT DECK JOISTS 16 O.C. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 10 DECK DECKING IS 13DD,TYP. DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR TIMBERTECH DECKING `° LOCATIONS. 4�-4-4 1/2" 5-11 1/2" 4'-8" 12'-51/2" 20'-8" 20'0 1/2" FRAMING NOTES Simpson Strong-Tie - - - ITS11.88 D BEND TAB AND FASTEN WITH 10dx1 A3 0 1/2"NAILS WHEN I r - 70P �- - 71 P - 71 P - - - - 71 P - - - - 71 P N 81 L 1'-4" WEB STIFFENER REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. S _ - ARE NOT USED I I I ' E POTENTIAL STORM/SEWER I ® A3 COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF PUMP LOCATION I 71 P 71 P FOUNDATION/SLAB/JOISTS BLOCKOUTS. VERIFY W/VIC PALMER TOP PLATE HANGER I I I I FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR A NOT TO SCALE I I I II I I SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT L z X ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL - N I I I q PRIOR TO THE FABRICATION AND INSTALLATION. W 012 N ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED1. II I I BY MANUFACTURER Floor Joist Blocking per IRC 502.7 I I I I I FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE (Seismic Design Categories D1 &D2) AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE 1 I I I II 11 7/8"BCI 6000 1.8 16"O.C. I I GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 70 Blocking Joist p`8i J BUILDING SECTION 1 15' 1"MAX SPAN 12 FD,TYP. FLOOR DIAPHRAGM PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST o i I N LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO w 72P M FLOOR HOLDOWN LOCATIONS. Z �I I o I BEARING WALL B D I N e ' I 80 PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING L a ° d ° 74P 8'-11" N 72P - A3 N - - - - - �,e - �1Q A3- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. FJ DEP.ON GRADE, I I I I POST MAY NEED TO BEGLB I a I I I ALL CONNECTIONS TO BE SIMPSON OR EQUAL. JI 11'-11 1/2" 5' 3T-8" Intermediate I I a, I INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE Bearing = - - - - 1n - - - - - - - - - CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM J U) (WALL OR BEAM) Nailing I I I 1 LL g per local II II code provisions I I I �� ,$A I I I Snacfm al Cnlloufs` Coon'icYT CoastrucfiooCalr,lu fCCII 3-1/2"X 11-7/8"PSL A" &Ado,-d� d5r A.JSin-rSp zis-ha6 E DROPPED BEAM I 12'-9" 2'-41/2" I I I a P.l P_Ar<Wrerenrnrrir Q • ser..t�ai 1r.n:r>or�a.a ra�a«.�rl«,�.Lh. �Ird« (� d lr RID- R...1 D:apkrap Fnai.g:Lrvssn«rdhrx 24"Or:.max "y L II 2p 576 II I 75P I LOWER FLOOR FRAMING I i r„ r►•.v7P Q& dC-or14*1 ,­ w 0 CONTINUOUS BLOCKING r- - - - - - - - - - - - -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. Fran.r Ca..e tip.at swpwt: B - Xh-r 1111W ro s$ws'ley,.omen per shear well calou-by of wa< V a I -EXTERIOR CRIPPLE WALLS @ CRAWLSPACE LEVEL SHALL BE I >fk-tUn:716".R.. ovoe tlohm+r,a eli2 SA,aL530w hu ews,xsale,typ. N NOT TO SCALE a o S.r.�g: 6 ,a>ia�xw sn� ���,�a,rl 00 J Naiop:Vu ltda 6-e�es,lrfidd THE SAME SHEAR WALLAS DIRECTLY ABOVE I _ �rl�,ge,•,�l�rkdg��d-��rkss�Sd,�en•ar��kffii'�. 22<W �.r Von e. brtu.em eu ses a at�e; 0 m II m II M I I a I -FLOORS JOISTS ARE PER PLAN, U.N.O. I 12 FD R..,Diphr,g. Q 0 Q Skeatkmp:R'�pisB a 24'or 19.r OC,we mi.,24 oc eaesf,APA Sand-VFkar,eM-3'4-q ei s U � 2) 2 I I °° X g `o `° ! _ - - - - I- _ I -STAIR FRAMING PER PLAN/CODE - - 2 �� ���& a� 4.lrrayheosBarpaywnod O w l l X O ? t 5kea Wih u I fi'aC,use as a,lfi a rex4 APA Surd-I-Fbar,oia.19'3T h el-Vey x LL v J M v r 1_ BUIL ING S CTION 2 AS oss«pyu ood Good&s 2a5 prrTL dL•3fio d$ M Face Mount A8� I L - - - - - - - - - - - - -o- - - - - I 1 -DECK DECKING IS 13DD. TYP. I z w w Q sk.arad.p Larort:Cme 1 r#IHC 2306.2 1(1) !� > � � 0; 1h--wara.s�«mare:faaa,wb6 der I.g d.-a««r.�_. 0 Joist hanger I II I I 1 �:�,.4, It-,",6rr�r�a�rar, V• d�.12,&W Q Q M M w 5' 1" kl)i mare rA anac," r�r,w, w�,ba,w. 0 � 0 13 Dp p.rk Diapkraw � (n Z82 L ( Al d I I I oerka.a::L'se�M. arri.W per Arch.,mars a marl ams:3 4-.3.s-. J Z M U W N 0 L75 P Decka.p Anarumen:Uw&-ckz* -ar+rs,know rmIIr r min,rmbecl ido sa®ptrmw. - . Q � O m �j Lac.ur 's per deck bond per&mng member.At d-J*9&,,.caner splice o1rr flaming.wire d ° a ° ^ d d ° A3 m a a II e a 4 e ° d I .4 use:scre.rs per spkcd end Q O z = (0 w J - - - - - - - - - - - - -m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - aloe RW: meu ar erg m CV Q d M 13 FF Floor-Lo-Floar Holdown • ilia.Caparin-:Good lcr 1705 6ttatirn 18'-0" - - - - - 17'-6" 4 15'-2" Strap:Use CS]fie rticd neap gP*dw amide d wall d wadwg Attuh m mi&,21stod 6edup abrne sad helmr am y&.Faataslhdn wish mim,Pd 1 IFsv P fats h ' m beam below,a.d..head.ahem -V...A 6e-Y.eaesury. Serail L.e.ark L'se 13-�m e 1L npp.and 6,-w•h.5f-meal�•26'1 depA&fin / HEAffEYS avr� [f w all6-ems dr«eb oo a bem,®meal -2e. UJ 4 Defaultheader material is Doug Fir Na.2 or better 17 Ho H.lda. Ah 1-Aoldoan-E.6.dd.d%all T]Pa ° I A9 2x headers must be in tall orientation with flat 2x nailed at bottom in T`configuration Haldmn:TJ,,LSTRDI0f, w 1,ig-d4k. Default Trimmer,use 1,2x-or 20H or 21H use LUC.larger header use HUC or HUCQ,UNO. stag,Apply ora dwadsae w 1*,W4,mm.'-'..+x brmr-plat Q Alf 2-H.ld,w.-Boar T7pe Default King Stud,opening 6-feet wide and less use 1,full height stud each end(plate to plate-) Holdev U,,HDU2 wim6.5D5wki gaud.mia.2- ,lx,or a gee pre plan. Default King Stud,opening wider than 6-feet,use 2,full height studs each end(plate to plate.) Awliar Bolt:If wet sa use s 8-di®"SST6 a atd.ead w•dh 12'me embca� . r`� R fir-`----,uu i'g-a0 thread&epa�y,nffi 1D"me contra[.era.�.kar.,n ceeleredm stem waft O � ■ � Triellner, c de cad end Stud,esrh hnk a fi- es and-&efeoner 1.nwi-hreA at W � N Catlontltir,rse Alt] min.ntie Alt 2 sir.,use ('blank use defauk emd(ift-alarJc use '!'! u N Versa-Lam or Boise GLULAM Beam: I I I 1 $time-} defmiltabo.e.] era ,�rar�eca d�lymre �m- -panr���a�bm�ya�nhe�ra�e np�e LL Q CIS Beam width shall exceed > lmofUE�>n.2 am alp I I I I 2UH 2x6,"L"coniig 4x6 udra.:anemia.2,2a6,eear­bammplarrmtnpplete. 21 H 2x 10,"L"config 2-2x8 48 Beaaer Ca.aerelea:Bead.(r)may be ;V-bad ni&2x bi-m h-Sg his­16-w-"eoaceakd 01) 2x specified hanger nail length I I 22H sx8 2 78 V .1.rb.` Ixadarebi. �^ Q 23H 5.5x13.5 glulam 3 Ge.real:Tfieaemaapededm®tyro�an-,-pmeHodeasbmmx>aa,b<med wreampme v, ]aeaal Inds d u oidemed oar rAvl�am Seams 1Fa16..:is:e a.. '_t;sssSLL'Lc ca�.o.r, .. prde[o mil plau W V JOIST TO BEAM I a I I a I Default sawn material is Doug Fir No2orbetter Lolla.dRnamc.,„e,, r«r�lawppldwitu,nr.,p�r.aa;, &&Loki--b Heads C:nar.rn,.:Hradr,[:)ma•br snpp,rted wadi?.narnorea or haripm gal=mrA, wyh roaeded C Default glulam(gfl,LVL,PSL materials-see Standard Structural Specs herein-Default:LSL is 1.5E, na � L'table g J Q 2,300 psi,min Fb. ea L 11.d -aerof Daapkrapm NOT TO SCALE I I I I Ledpe7 sreews:if co tin;to rmne a 2. DS per emmuau wrwd,ou SDs az ends,spices,and - w Default wall connection:3"bearing in pocket or an plate with min.,2 studs below. ma.lr spadag.lfcmrccoogw ataas,we 2,sns per stnd v Default end post connection:LCE,ACE,EPCZ, ECCQ,or similar. frera Rrp Ledger cr.aectava ro rU I I I I ,4n ¢rMueiku•:ti.lx or LVL .minto au[chrd[ers.Appiykdgc ln�er wal � Default corner post connection with mitered beams over.LCE4,LCE4d,or RTC44. U. 'o".0.,ad rLIL Default mid-post connection LPCZ,PCZ,CCQ,or similar. FarNkRnRerorinaaToyClaN. Le�cemyberapAadofktRusora@e.Ledpe she O Default beam to conc wall:HGU M hanger with 518x4 Titan HD,or GILD wet-set beam seat. a r Prpr�rrdn:Al wps[m.a ma z,, r amawa 2xtdocL�g be em M,.a ep.saea O UJI Default beam connection.to beam Hanger:HU ...badv,HUC,HUCQ or similar. Bear on top,2,HGA10. Wu .1.6 maquaha 3�g arh..am 6md ma.a ,..nl.�kdgep"6"e' xaa�m g Connector(if black R..f oiap3aap:c®re r.dxaa�a mkdge«blocl®g wah sa r;og a rarws a;•oC. �/ C alloar Jlin.,use Alt 1 min,use Alt 2 sir.,.se use above Notes O L.L S1 L Ledr.r-D.rk.Taix mR:n Z 30B 5.5a 10.5 gl Ledrer:L'rr rm.=•.PT 1 d4• ar lrast a ti w ides. 31 B 5.5x 13.5 gI Ledper C...erioa:Comrct to ern.lath:,SDS a LcdurLo[t ar tpaa 24-pC aid wide 3-or md• and , C N I I I I 32B 4x8 e - SDS or LMgerLOli to be orlrng[h necrssan fur5ipcxrtafioe lama. C 40B 3.5x,2PT gl 5-5xl0.5 PT gl HUG or HUCQ Joint Co..ee&v Comect joist0le#er%,,A gph•hWa.A holes filed nYh geh,oak asnexx Per aid I 1 1 I g� L Ledger_�a.r�e Atraehae.t Use min.,5.5x70.5 fsf glulam,-23'long.Top of beam to he flush with tap of joists.Bear on full ce.eral rhr rolkw;ogaslnmrs sffi,daralaange,r aarachea ea a ledg..u;ois�are saxpcatca hymp p0 41 B width plywood shim as necessary.Connect to perpendicular top plate or beam with A44&#!1❑ fiaage�e s�����«b.nenag nk_,-,�r aw'eda era w mna��kagera 0 R�� I I I I screws,each side.Connect to post with standard post cap hardware. G Ledper.L:u mm 2x PI k4.are leas ea!are jet.Fewnea-wetgV&.6-may me mm,f.5'xjelrt Q. .9 I I I I >�LSL a LS'L w&maimae b-beewem L.•ip.and ceoaeee `J &a me as 41 B except at extenor post connector use CCTQ And place on top of knver wall tap c.�«II..:U.sa•d x�,a-®her,r�I-ro e.,�.rr h,h- 42B fkdg..2 w divaace from. d f6 p m b v ook xd 7 5'. plate and connect with 8"SIDS @ max-,18"up through double top plate. 3�,�,,�3s m„�,rr>,a>a w�s•a r,�ea mar.ds,wit d•x n wa6. _ Iosrs Pr+P nM,ose?a1'mar sparnf.s4eeeaed,aid u•aM A°a spiry and mar.wish 3'=2i Use min.,5.500.5 PT glulam,-25'long Top of beam to be flush with top of joists.Bear on full loax ca..erta,a:C-t 1 aw k4g.-6 srandd 1-ger. width plywood shim as necessary.Connect to perpendicular lop plate ar beam with A44&#10 62 Fs Fwowp,strip«Pad whd ra.y call or Poo,a.d Bra-s.pper, Z' a d3B screws,each side,or LTP4.Bear on parallel wall top plate and connect with 6"SDS at 18" Aar l-strip Fo,topwi&Pan,..,n:t < .ipfoomg and p� anal e l a,w. Z LL Z d o Alt2-Strip Footiog v*h 17.1 and Be—U[ s.ip komg and post and beam per b6m w001 Nail Boise Rimboard L - - - 1 max.,up through top plate into bottom of beam.Bear on top of 73P and connect with CC 4- 0 z o 0 Aar S-Pad Foati.ps kith Pvsl and Beau:[:u pad foodngs and pose nffi beam per 6r3ow. O F QU - -, Strip Footia=:Cu min, 16'urac.6'tal roeamaoa footing.Foori.gm extend 12'rdn.heyoed lest po# ZO 0-. 0' to BCI°joist with 8d I I L - I 44B Same as 43B except-23'long. eus<2 . o 2 nail into each flange. I I I I 45B 5.5x13.5 PT gi HUCCI to 73P FWv WaL Um 2x4 War k 24'n® spszigkfh douhlr top plebe and sid&PT mad A Aho use pasm O 7 �Z�U� pane loads above per plea]?coywetaeon oat he�laeafhed(ee[ashear x l_)snadeaeednar.aT L ZwO w okay to tnm ends to fit 5.5"wide as 3 o o 1 a 1 I 1 46B 7x11.8 PSL j8 Ka d a t z z,_ hanger caa,.ramr�da.rlmear.�w;thvrw Ti-arr:mlma.�h�6,az,z•max�w;tk3•�a ��awo �bedmem i.�.Cb,.rpwda-aznmed pvs per Samdad Sm._ al sp-&,.I-h�azW ��oYm 50B 1.5 x11.8 LVL or LSL na w a 1 1 1 d 1 51B 2,1.7x11.8LVL 3.5x11-8PSL P. a.aea, urea.all,eras'a. aaQpo:aoaala�a�..�papaa.Aan..�d Arun 52B 2,7.7xt1.$LVL 3.5xt1.8PSL X-4 =-Pa.abawaaaaan, rmar,a=lo 0X=za RIMBOARD PadF„ti.r:Ateachpastaar,�,tfi'agaaea6'w!whh 2,da ea>way 3'fr,m b,aao zw �m 53B 5.5x 10.5 gl J,xt C,necti,.,C,maxr pa m bcama wp pW rile d r romnlamarrraomrKadanoo grd a LL =F wo z0 p ode 54B 4x10 43 LP Vootme,Pad p NOT TO SCALE I I I I pp p Fooli.g: s,fotq-sybe 8,OIL wFWw� FP support. Upside down hanger to o 55B 1.7x11.8 LVL ffhsleb area foodag may be mono-Povrea xfh slab abrww slab.11e�t me?•adnae dab bright[ � 2 3�O LL 45B pom d amok aI . �N=LL e Behar.Me 3,=1 cub n• 3•from bom z¢4¢0 O 56B 17xl 1.8 LVL n s stars.grade z a o O 0 c?010 57B 2,1.7x 11.8 LVL 3.5xl 1.B PSL a rr+d.car n n.a sn a .are. t rook aexdm 9s�s aekdwe mmpa aa.ua,may UJ o w o z - -d,bea alsevsnaalHbe checkedby ageaxehmralea .-_ zQ�Nw0 58B 5.5x12 PT gl Ne 51aL Co.aecli.a to C'oa retie[Fail=pd naacmaeua ab$.Dame a wet w h d.wd a od. o Z m 2 1 1 m.mdnr �x3v rt Joists andRrslters T'adrxahl.sda.a:]TaymexPs«FPSnpd£nthmm,25pdo,�eahesreryghad. mb zz. ? z (fused psmade and o.A pc mimoo mn�aetmds rermmadffic.0 0 Q- Default rafter or deck joist to beam connection is con'[or skip blocking and H2.5A,or H1,or A34 Z 0 23/32"MIN.PLYWOOD/OSB - - - - - - - - - - - - - - - J 1 • 31ah7Li[Iursx:L_'set-varlimdurkenredgesaodvseuldri3rWro�nmus.ehavrrterkrod � ����� with screws. , p� Ord z OR RIMBOARD CLOSURE. aeakrear.e.U.an}rtx6 000ww SIDING TYP. ° o I Framed roof overhangs,eaves,outriggers,etc.use IRC-cornpliant construction. I w - Mm..f3 rcba s?a'rJC,each way,cmraed m s]ab. 0 N d F z z - welded ware fibric,era,tt'29,6'W Id Ga),.emoted in slab.Spkes o.rrlap F-min z w Wn O Z. TYVEK HOUSE WRAP a a - J Default sawn motorist is Doug Fir No 2 or better- Exposed to weather shall be Pressure Treated(PT) FSermesrpn m f hrer'a a�enam�a a.-.�LL BCI JOIST BLOCKING Helami-,e-,n,ia,5lbs.p.-bic-,i ZmZao ® Default sawn face mount hanger is U,LU,LUS,or if sloped rafter use LRUZ. Control J.W. :Sladunnnrecnnnn vd d s•0C,each Iba m.ono-tin era hem and o 0 0= 7/16 OSB SHEATHING RE(tJIRED FOR CANTILEVER. g op - �z u NAIL WITH 8d NAILS Default sawn to flan hanger is JSA,LB,BA,IX B welded a m bet��° �'"�b`Ou° °`.6hQ 8 d"'a1L M `' Z 1/2"FLOORING - P 9e 9e ( pp,use LB,BA,IX BJ _ W w o T-aya Santee:Sue�cst a oava,6 ad..plastic r•.por hmri.�under n[.in�slabs.This a soon-shvcrural 1..1..1 � INTO EACH FLANGE. An national I Dist brand, cal or stro er ma he substituted �c�mama,br e6m d x ad ttd b.ono.m a thin era d< 0 0 m a FLASHING TIMBERTECH y 4 y z z Z, DECK PLANKING l,lafst roof overhangs,extensions,outriggers,and cantilevers shall per per manufacturers =¢ o SIMPSON ZMAX LUS208 A9 Fecommendations- PLAN AREAS ~ 'K IYIDefault I Joist face mount hanger i s IUS or M IU � tt l�oiattop flange 1�y• G� MAIN FLOOR 2T O17 SQ.FT. OWNER APPROVAL 2 X 8 PT.JOIST 16"O.C. Defau V DTT2Z u defauk aba ] Connector s C atlmvt him.,■se Aft 1 min.,use Alt 2 mu.,Use } Notes � Q -t {dA, y., 60J 11.8 BCI 5000 upside down hanger to 46 B if SOLID 2X BLOCKING AT FASTEN 2X PT LEDGER WITH 611 2x6PT@16" 2x8PT016" BASEMENT 964 SQ.FT. INITIAL: (3)ROWS OF 1/4"X 4 1/2"SIDS w LATERAL LOAD CONNECTION SCREWS @ 16"O.C. posts 2 X 8 TREATED DECK LEDGER Defautt material is Doug Fir No 2 or better PAGE #' cob Default bottom connection on plate:2,A34 with TECO or screws,or 4,1&d face nails. TOTAL LIVING AREA: 2,981 SQ.FT �o4oR Fes% Default bottom connection on beam:2,A34 with TECO or screws,or PCZ. ,w� G�T Y 0 { Default bottom connection on concrete:PB,or AB,or ABU,or ABW,or CBSO Alternate bottom connection on concrete-#5 rebar or 50'all-thread,epoxy 0"min.into post bTlt, 12/23/22 f01+FAL GARAGE 843 S Q.FT. and 6"min.,embed in conc Conc ernbed may be wet set or epoxy. Corrector(dblank , *W 24 ENTRY 110 SQ.FT. N DECKHOUSE CONNECTION CANTILEVERED FLOOR JOIST Ca0P 2-2xse Attlmtm.,use Ah2su.,ose Mutes use rlrFank-above) PA( �� �co g`S E 71 P 2-2x4 4xd SQL tl _ t F 71P 3-2x4 2-� 4x6 ��4�L� ��5 sb4L. COVERED DECK 381 SQ.FT. 'bxr>;1.°'� SCALE: 3/4 - 1 NOT TO SCALE 72P 3-2xG sxs 4-2x4 `rs, Vo4L r.,.sF'aaC,-rlR. 73P 6x6 PT 5.54.5 PT glulam 8 of 19 74P 4x8 PT �TtEes r� r.Y. OPEN DECK 232 SQ.FT. 75P 4x4 PT Headers /3 1-4 FLOOR PLAN NOTES DESIGNED BY: Default header material is Doug Fir N❑.2 or better �A9 �A� 2x headers must be in tali onentation with flat 2x nailed at bottom in"L"configuration J. STERLING Default Trimmer,use 1,2x.or 20H or 21H use LUC;larger header use HUG or HUCQ,UNO. N SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN Default King Stud,opening 6-feet Wde and less use 1,full height stud each end(plate to plate.) EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: N Default King Stud,opening wider than 6-feat,use 2,full height studs each end(plate to plate.) GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, Trimmer,earh ead King Stud,earh 1 REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE N Callout \fir,rse Ah 1 III".rse Alt 2 min•,ase (ifblankuse default end('rfblank use BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS 73-2" AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. abode.) default above.) 6X6 PT POST 6X6 PT POST E 20H 24,"L"config 4x6 W/12"X12" W/12"X12" COLUMN BUILDOUT COLUMN BUILDOUT 21H 2x 10,"L"confg 2-2x8 4x8 L�] SHELF AND HANGING ROD. ff 22H 6X8 2 6W/12"X112"T POST 6W/12"X112'T 23H 5.5x13.5glulam 3 COLUMNBUILDOUT COLUMN BUILDOUT 73P 20 6 73P 1/4 = 1' U.N.O. Beams T-011 11 15'-11 1.-0", LL Default sawn material is Doug Fir No 2 or better. — N — BUILT IN SHELVES. DATE W Default glulam(gl),LVL,PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E, 0 73P 48'-1 1/2" N 0 73P 20'-0 1/2" - z ( 12 23-2022 2,300 psi,min Fb. M 9 -1 CL " o° Default wall connection3'-0" 15-5 1/2 3"bearing in pocket or❑n plate with min.,2 studs below. — 12'-3" o- 20'- t5" 4'-0 1/2" 16-0" 2'-0" ° t° CABINET-OWNER/CONTRACTOR TO VERIFY. Default end post connectiom LCE,ACE,EPCZ, ECCQ,or similar. iv 7 N o 2 DECK K Default corner postconnectlon with mitered beams over:LCE4,LCE4Z,or RTC44. 0'-6" 0'-6" vX'i 0'-3" 0'-3" 0'-3" 0-6' -5" 4'-5" 5'-11" 5'-9 1/2" S-0" W39 36 0 FIX CASE 3 0 M 3 81,�W4 30 O'CASE 4 0 W43 4060 0" CASE 3'-0" T-1" 153 SQ FT EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 Default mid-past connection LPCZ,PGZ,CGO,or similar. h TIMBERTECH DECKING SQUARE FEET MIN MINIMUM NET CLEAR OPERABLE SECTION TO BE 20 WIDE AND 24 R „ Default beam to cone wall:HGUM hanger with 518x4 Titen HD,or GLB wet-set beam seat. — — — — — — — — — — — — — — W38 3060 CASE — — — — -W40 3060 CASE — — — — — —W42 4060 FIX CASE— — — — — W44 3060 CASE- — , HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. Default beam to beam connection:Hanger:HU,HUC,HUCQ or similar. Bear on top,2,HGA10. I 0'-6" 0'-6" f':111nIrt Corrector(f hlault 3'-2" 3'-8" 3'-0" 3-6 3'-0" _ ltin_usP All 1 min.,use .Alt 7 inin.,use default,above) Notes 71P 71P 71P 71P — — — — — — — — — — 71P0 6 463660FIXCAS N 308 5.5x10.5 gi 5 ❑ TEMPERED GLASS — — — — — — W45 3060 CASE- — — — — -W47 3060 CASE — — 31 B 5.5x13.5 gl 1 1 (3)21 HIS @ 96" (4)21 H's @ 96 I D26-3080 >>M JIM ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICKACTING VALVES ARE 32B 4x8 I I I 21 H @ 96" — — — — — — INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 71 P (3)21 HIS @ 96" — 71 P RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, 408 3.5x12 PT gl 5.5x10.5 PT gl MUG or HUC4 I 00 — 14'-6 1/2" 12'-3" 20'-5" 4'-6"�C0 19,6 112" END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE o Use min.,5.5x10-5 PT glulam,-23'long.Top❑f beam t❑beflush withtop of joists.Bear on full I I I HALL xa N I STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 41 B width plywood shim as necessary.Conned to perpendicular top plate or beam with A44&#10 I 4' 4"X 3'-11" p EARTHQUAKE.MIN.EFFICIENCY OF 91% L z X screws,each side.Connect to past with standard post cap hardware- I I I c� -4 SQ FT I - F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. W N - BEDROOM 2 REC ROOM BEDROOM 3 EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL 3 d28 Same as 416 except at exterior post connector use CCTQ.And place on top of lower wall top I I I N 1 V-9"X 1 V-5" 19'-11"X 13'-9" D23-2868 °O 15'-2"X 1 V-9" I o 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, Q) O N plate and connect with 6"SIDS @ max.,18"up through double top plate. 157 SQ FT r` 295 SQ FT ¢ SMOKE DEr 196 SQ FT o ❑ BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF - 9'CEILING 9'CEILING CLOSET 9'CEILING N, I FURNACE. o Use min.,5.5x10.5 PT glulam,-25'long.Top of beam to be flush with top of joists.Bear on full I I I CARPET CARPET 4'-0"X 2'-0" 2 CARPET t? width plywood shim as necessary.Connectto perpendiculartop plate or beam with A44&010 a N 10 SQ FT �, PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF o 43B CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL screws,each side,or LTP4.Bear on parallel wall tap plate and connect with 8"505 at t8" COMBINED HORIZONTALAND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF max.,up through top plate i tiro bottom of beam.Bear on top of 73P and conned with CCQ. 1 ❑ x — 1 7 O 1 w 2 I THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF 44B Same as 43B except�-23'long. sMOKEDEr - — — _ — — — - — — — — — 1 SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. E 15'-51/2" 8'-3" 4'-0" 4'-3l/2" 16'-1 1/2" 4'-4" 15'-81/2" 2'-0" A8 E. 45B 5.5xl3.5 PT gl HUCQ to 73P 4'-11" CLOSET — m _ J I 4'-0"X 5'-1, co MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ° C: okay to trim ends to fit 5.5"wide r 3'-0" D22-5068 cc "' 24 SQ FT o Z 46B 7x11.8 PSL N ❑ h PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 hanger I I CLOSET 7�� 0'-6" I 2'-2 1/2" Y CEILING n = I C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w C4 N 12'-11 1/2" N 50B 1.5 x11.8 LVL Of LSL p OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, e 72P v 20 SQ FT — — — — — — — — — — — — — — — — — — — — — — — z 516 2,1.7x11.8 LVL 3.5x11.8 PSL I I 2 - — — — — — — — — — — OQ — I 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK riv BEARING WALL BEARING WALL 528 2,1-7x11.$LVL 3.Sx11.8 PSL I 74P� I I I 71 P _ _ _ _ _ _ _ _ _ _ I PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE c /I CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX 53B 5-5x10.5g1 Lr — — — — — _ — — — — — — — — — — — — 11Q — 11Q — — — — — — — — — — — — — — — — — — — CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH E FULL HT. 54D 4x10 I _J ® 0 4 CABINET I DOMESTIC DRYER EXHAUST. 55B 1.7x11.8 LVL FP support. Upside down hanger to 71 P - - - - - 1. 466 I 2'-11' 4'-0"—��2'-0" ° I N I I WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH 569 1.7x11-8 LVL I I AS A CLOCK TIMER WITH AZONE RATING OF 1.5 OR LESS. 105L®MM" BATH2 HALL — �_ - - - - - - - - - - - - - w 57B 2,1-7xl1.8 LVL 3.5x11-8 PSL I I iv �I 1 -11"X 5'-11" ((00 4'-3" 13'-10"� HEATED FLOOR 00 °0 `° 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LL 58D 5.5x12 PT I T 78 SQ FT N 64 GQ FT N CV f5 O > I I I FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. g Joists and Rollers I I MAT 9'CEILING 9'CEILING CN (o ,sq Sq 1 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR TILE CARPET SEALED TIGHT. E Default rafter or deck joist to beam connection is conl or slop blocking and H2.5A,or H1,orA34 I I BEARING WALL I 12'-9" 2'-4 1/2" I I I r O with screws. t Framed roof overhangs,eaves,outriggers,etc.use IRC-compliant construction, 17'-6 1/2" 10'-10 1/2" 4'-3 1/ " ° ° N 13 INTERMEDIATE RAIL SPACINGCRAWLSPACE THROUGH PER I.R.C.SECTION 312.2. O Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated(PT) CRAWLSPACE o r - - - - - - - - - 1 21'-2"X 14'-3" v USMOKED T17'-4"X 28'-4" CE F_ RISE=7 5/8" 1 437 SQ FT PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR NDefault sawn face mount hangerisU,LU,LUS,or ifslope-d ratteruse LRUZ 492 SQ FT h RUN=1z" _ 4 a TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO NDefault sawn to flan a hart er is JBA,LB,BA,or B welded a AIR 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE Mcp g g [ pp,use LB,BA,or B) O�ivSURROUND&HEARTH MATERIAL. O Arty national I-joist brand.equal or stronger may be substituted QI-Jolst roof overhangs,extensions,outriggers,and cantilevers shall per per manufacturer's 1? b N� ° 1 GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOORLU recommendations- — — !Q — l I I , ❑ MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. uJ NDefault I'oiatface mount hanger is IUS or MIU �: ao - - - - M -0 L - - - - - - - - - - - - - - - ! T IR Z W WDefault Ijoisttop flange hanger is ITS,HIT,or MIT UP „ J I a I — — — — — — — — — — — — JComector(ifblauk n Z I I 1 6 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q Q 1 (6Callout Niia.,rise k 1 min.,use Alt 2 min.,ase Notes I n W OM601 11.6 BGI 6000 upside dawn hanger to 46B o C0 o Z U wusedefault.above) 74 P (P M 611 2x6 PT 16" 2xB PT 1611 a° a a _ ° m b ° J J , Q z ` W pwna a a ° d ° a GENERAL NOTES � ° � Q z � Default material is Doug Fir No 2 or better. J 12'-10 1/2" ° ° ° ° ° ° . ° L Default bottom connection on plate:2,A34 with TECO or screws,or d,16dface nails. ° - — — — — — — — — — — — — — — — — — — — — -- ° - — — — — — — — — — — 1'-2" Q � — — — — — — — — 00 N Q f1 M Default bottom connection on beam:2,A34 with TECO or screws,or PGZ. I 19'-4 1/2" 15'-7 1/2" 14'-s" „_F+, ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Default bottom connection on concrete:PB,or AB,or ABU,or ABW,or CBSQ I I I I Savctuml Calleaise-Coax-right cenimtracdoaCale,[me(CCt} car.L,w �r�=�6rPar�llnt ��dst�rdssprr�r�h� ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. Alternate bottom connection on concrete:45 rebar or 5/8"alLthread,epoxy 6"min.into post butt, I I I I i4 a PA FerArckmx7arl3esaaer UJ and 6"min..embed In cent.Conc embed may be wet set or epoxy. str■rtrm'lIta.,TE, en d re'ted caexe°ra ahel�! a chieeree ae ' ` It Bn a..tuaph agn VERIFY HEADER HEIGHTS WITH SUPER. V Corrector(if blank Ag Fmmi.F Tsassrs or ra6m at 24"OC,oax. x callout \fie.,ase ?ilt l min.,use Alt 2 min.,ase Notes I I I I a et�a.gs:Pn code and uaso t-�x �tge1:xeommcpaadpp,. tee) I I FnirjCaeieneii5i °"' ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED z 7DP 2-2xd 4xd .�+.�r.�,�,+,ro...hrt.��r.�,e�r.�wl.e-repo«4a Q - W?,.n.r...r„sr° l.r:rw r,r°ear,,,,wrx2S.1«LS30wi6srn.s,ashsat�,�F OTHERWISE. V_ 71 P 3 2xd 2-2X6 4x6 I I I I C, sh.ateg,rl6 oss or Cox pM"ood Stagger Iouh W MC,C—I O � 1 � N 72P 3-2x6 6X6 4-2x4 Nang:lice Sd at 6'�.1 field W CRAWLSPACE LEVEL WALLS & LOWER LEVEL WALLS FRAMING �r'°"�°r'`°'�"" �d""�° �""°`�"�°°�`°!"""��°"°"°C ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED LL Q N 73P 6X6 PT 5.5x5.5PTglulam N°`x ��° ��.�a��, OTHERWISE. z 00 -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. " �° F'°arDi'°`"W _ _ Q 74P 4x6 PT sheatr.g:u'oh��2a'a 19.2'❑e.xnx�..34«1:ea APA sera-l- a�3.•a`Speer• 75P 4x4 PT I ° -ALL EXTERIOR WALLS AT THIS LEVEL ARE 2PW, TYP. S pu;.�a �,�°a meYeinO16°r e�AS°rd-I-Feer,mu,■9.+35 tiek.May6e PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER r ) Q DOOR SCHEDULE OSB«plwood.GoodF-yA5psrTL8L360ddt v, -INTERIOR BEARING WALLS INDICATED W/ RED DASH LINE SYratYgLap■■rCaclpclBC33062ti11 DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z W # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION I I a e-ie km o —t,0°r>■°1 Wm &m long.— sus . D01 1 1 3080 36" 96" EXT.HINGE GLASS PANEL -FLOORS JOISTS ARE PER PLAN U.N.O. N'e.r-c►.. d°�rnum Kiang sM1 knai,. -.16'rdpl.Irfdd- LOCATIONS. w w 0 d 1 Hl.r- :.rx a ed axe .0 (6!—) ams aad- -•I. shear wags bdew. D02 1 1 18080 216" 96" GARGAGE DOOR OBSC. I3 DD D.rt Diaphrag. D03 1 1 9080 108" 96° GARGAGE DOOR OBSC. -STAIR FRAMING PER PLAN/CODE �:tr.c dam rd��1A,&..& %.9dme314'.1.5•. J � 0 U) D04 1 1 3068 36" 80 HINGED-DOOR P01 I ° I I ° -DECK DECKING IS 13DD. TYP. Herm",tt'xk-l.t:0e smew'.`. `°"� `3 ,���= � bd—. FRAMING NOTES O LLJ tiu 1 ueevn per deck heard pee&acing mamba'.Aa deehbg apkees,eenec'apfce met&en6rg e...-. D05 1 1 3068 36" 80" HINGED-DOOR P01 I I I I andur2mewspe�&cdmd I— D06 1 1 2868 32" 80" HINGED-DOOR P01 °f REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. `� 15 FF Haar-TaH■■r Holdmn D07 1 1 2868 32" 80" POCKET-DOOR P01 I I I I llim capwfty!Gmd far 17051b tmsioa D08 1 1 3068 36" 80 HINGED-DOOR P01 / a Scrap:L'eeC515wtiaimapappiedroamdeoEuatleheadmgA■them, sandlodq U J C) O D09 1 1 3068 36" 80" HINGED-DOOR P01 I I 4— ,dbrlowti.jrbi Fi�Lw41h.1erwd,l i-.84 COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF lrso-aprae".n�a«o slams uA.aao°n°a o e�."a �aomdnammf�rrss.�. D10 1 1 2868 32" 80 POCKET-DOOR P01 I I I I o SsrapLe.gk:rse13".e.W bWprraodl�R• 0.b.M.t"1 m=36--d�deoar FOUNDATION/SLAB/JOISTSBLOCKOUTS. � 0 U D11 1 1 2868 32" 80" POCKET-DOOR P01 p "�° � ona6eae�°� -:6'. Q t7 HH H.1dm. O D12 1 1 2868 32" 80" HINGED-DOOR P01 I I I I IkI_Haw�.-e-�radrastlaPrp. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR z D13 1 1 3080 36" 96" EXT.HINGE GLASS PANEL / llokin.:e,rLSTHDIDRxwrffi;�°ae�Lsn4DIO-RSfrrm istrae�e. �/ � D14 1 1 3080 36" 96" PATIO DOOR I I I I Stad;App m�ahe■Itiog�kiog■»a■ra.3-�dx,wkgapar� SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 0L N Q _k!2-Haawa-Bat Tap! ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- D15 1 1 3080 36" 96" HINGED-DOOR P01 a n.lin.: uiTM.dne,sosta�lFa,.:,�-2x.4r.w1usmrr i3l- D16 1 1 2868 32" 80" HINGED-DOOR P01 A-k.rB.h:lf"e,rt•-5.8'dart`Ss TIRaaod> d..,At�'nn-b d—t. PRIOR TO THE FABRICATION AND INSTALLATION. M - Ifs=`dun act.use 5.8"an bread h epoxy,nigh 10-mia con—L-ctnbcdu ccattoed m stm vA. D17 1 1 2868 32" 80" HINGED-DOOR P01 I I I I Q hdeawa•som a adeedsare�rlllteex�ebreg� D18 1 0 2868 32" 80" HINGE 'T 11 'I"1�' ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED D19 1 0 2868 32 80" HINGED-DOOR P01 ee■er'I:Tle errwr"Eed+.""w""a°`-otplaar ndl.°d't.`° zda bru+ratomsKta-plan` A ' lazes.3-6 f so vdicatcd in cakdahaos. BY MANUFACTURER IV D20 1 0 2868 32" 80" HINGED-DOOR P01 I I I I 31tiff°;Uue:e.-2,2x6,c-ii bn omplre toppme. D21 1 0 2868 32 80 HINGED-DOOR P01 I I I I G✓ HeadlrC.mesl aY:Heeder{s).my fx AYppmtedxfl xa�vnbnng..�a maka.xdkc moeakd FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE D22 1 0 5068 60" 80" DOUBLE HINGED-DOOR P01 3s a Alalliw D23 1 0 2868 32" 80.1 HINGED-DOOR P01 Ge■enl:Dh are gpecktd nim*to rein o�-°r�laer;ind fads bid fey alm be used to rags i¢-pd AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE kraal feeds f so kdcated m cakul tiaras. D24 1 0 2868 32" 80" HINGED-DOOR P01 I L� — — — — , I o A \Id6..:Ce®. 1'6ar6LdL:zt6... 16—plaemtappiae GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" Z D25 1 0 3068 36" 80" HINGED-DOOR P01 L — T. -AB.rr.,,IC.—cl:on Comenatrongarca'd6emm plat-i&2,L550adureaa OSB OR EQUAL. D26 1 0 3080 36" 96" EXT.HINGE GLASS PANEL Header`e—ti°°:Head<,ts'm1"6es;�p ed`kh2avinme`orhmgm�®`°°"°ho` *,d Q - rrheadcrte6le. Z a Z WINDOW SCHEDULE I I I 50 L Ledge,-xeaDuph—jrn PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION L ° — —, I I ° I L.dgrrsrr.a..:lrr.mrmad, rrsns�ma., r.,aoa J Z0a0 W01 1 1 3060 36" 72" YES PIC _ 12'apade.Ircc. ds gwmde.-2.SDSperslud LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO 0)0—.< 5'-0" L — Ledger C—eni°e to ITAB: W g z a W02 1 1 3060 36" 72" PIC 1 HnfrlrrPlpendee7�:[u]xaLTle�er-maher�llamehrsRels.Appkdgaove.el FLOORHOLDOWNLOCATIONS. ,.o� ¢WU- e6ead:sg.flu Laogns se hrograders Qa�a O a��rn W03 1 1 3060 36" 72" PIC z z o o TYPICAL HEADER FRAMING o piaccd w. aA sbcrrtss toy Chu3: Lc� ma.he cuP dw dd as wasa da Ledarrohe W W W04 1 1 3060 36 72 PIC pkredo�rr.FDp PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING =kZZ-0 W05 1 1 3060 36" 72" PIC .+�.�rt�n Pwpvmdr+,w.,At top ofawwmass,user,.�.ru _xbfeldngtaet.axe41>usslopse�aed � o��Y m W06 1 1 3016 36" 18" PIC WINDOW W/6" POST HEADER LESS THAN 5' I I r�oa�"a+�Ad�smse�d6 Atho..4 1-4s� --ti ss-t<r-iakdpl pera1—. LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. ��_Q' 0 Q ■ m solid bac4mv w 2E W o W07 1 1 3016 36" 18" PIC I I li■afDiaphrago crrtraaraap�a�m r�r o crsko�.nmsdd ,�ko err a,ac 60 a W W a ALL CONNECTIONS TO BE SIMPSON OR EQUAL. x=za W08 1 1 3016 36" 18" PIC zWUC7D 8] L Ledger-Deck de3sn to Bin >w z W09 1 1 3040 36" 48" CASE I I Lrdarr:Lsr�, k PTtr ar kaat a tat a j.he = o 0 W10 1 1 2010 24" 12" PIC I I �a:••C.■..,.w:C rro: oh:,505orLed■aL6Kmmaa.?+'acmd a'ar INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE �02=2 W11 1 1 2010 24 12 PIC A Z=- X - sosorLedeed.oxtabeork'gthnercaaaysorfwpese■amainrnn CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM ����o W12 1 1 2010 24" 12" PIC I I '"" ¢�tt"e�'° `roedger"�h�"''°pe'a.°°k'�e' '�°'°d'e<'a!""� CONNECTIONS. Mw��=LL W 13 1 1 2020 24" 24" CASE HEADER LESS THAN 5' la-F J Q L >C L Ledger-Ca■rnte Attarbae■t U Q<o U 0 W 14 1 1 3040 36" 48" CASE a Q C—eraL Ih Eaton rF asam r s ands d na■gr a el a h d m ti .H�us apt 4*orb d by top Q Z'E-o W15 1 1 3060 36 72 YES CASE -A tle.geha*monmdsnandmoa&pkWisnk-dwi wed&ecty`onradAwkam ooZ1.o (1)KING STUD FROM 'A .eeesrary. 4 w 0'm a W16 1 1 3660 42" 72" FIX CASE TOP PLATE TO Lde■r Un wk.&PT kdga r kest■s tad■a ip4ts For ow-.dwp8 aw� tan,1 S'x ioia WOz.2 W17 1 1 3060 36" 72" CASE 1)TRIMMER BOTTOM PLATE I I Q W18 1 1 4040 48 48 PIC ( ) - LSLc.Lti2mm�oGextal;<trnxr°k�rr�deo.�nr. zzwzz FROM TOP PLATETO (1)TRIMMER — — — — — — — — — — — — J z W o co.sectina:us<s,g.`___x oda,a-...r...�._•I3eaFII)oewn-set Got.raearag t1anW.� z z�z z W19 1 1 4040 48" 48" PIC I 3«s. 36's.a tamed qi W20 1 1 4040 48 48 PIC BOTTOM PLATE a�ea��ead��t>ok��p�l�roa��er-ter _ P�Sur aP�H•s and u.�. 8'd sand mds,.a�3'x.25 s.a�a. � OUZ>> Ioim vrrpesss.�la,ose:a•max spacea,sta'g..cd,and w s•or spares a.d ada..ith 3'x.35 w o z w w 000 D U W21 1 1 4040 48" 48" PIC a I l o Q daistC°..ersta■;comer 0 n"9h arm d n. z w o 0 W22 1 1 4066 48" 78" PIC — J a a w Fs Foot g,strlI.,PadrfkPam WO-P--dB...S. .it a�W LL — Q " Aft]-Snip F.ai■g 4ith Pan nor:L:re sbQ£xomv and pmrp a'rt PQ lada.r Z m 0 F O W23 1 1 4066 48" 78' PIC .S1t 2-St4 Footi■g.rkb Post a■d Bwa:[se strip foot gaud post cod beamperhaow. O o o= W24 1 1 4066 48 78 PIC < o a Aft 3-Fail Foaft,y khPest..dBeour:c.Wfook•andpagaadbcamperbd-. azu- s Fee- Use nia, 16•ride x 6'tsf canto us f F to extend 1T miu iW 2 Q CD K O W25 1 1 4066 48" 78" PIC a almddl w� P °°g °°"°g br°0d p° o m a W26 1 1 4066 48" 78" PIC L.r-rt-&-I?a U.2.+4c.nm.a"�s 3.f—b.tram Z Q Z, W27 1 1 3060 36 72 YES CASE 3 11 G Pea.-araU:UrIxa,a.d:�?4'n-sp�gwmdmbk"pl�am� rrnnrdsaAhoosrpo _ go W28 1 1 3060 36" 72" FIX CASE gyp"" °.d'ah°`"°"�a°.P "ao°`ed'°`°"°a�°`d(■°.m"`"aa'S°'"'�■d°�'�rap PLAN AREAS MM �z W29 1 1 3060 36" 72" FIX CASE WINDOW W/3" POST HEADER MORE THAN 5' A9 ° a o Q Ca ur�.r du ell mSo mg �l2'we sa orI a Farb.hoksa'2'mv pacb�nVh 3'vm W W 30 1 1 3060 36" 72" CASE ®brm m m ro■r te.°"�`pa.der-ac■atW p�pa sta■dard Sage mat spr a °�"e1 n a 36' W31 1 1 2660 30" 72" CASE n - F—astaide an:llsedxdp°ta s'maxapac garde peatloadlocer crepe pkmuuAuandad p WAS MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL W32 1 1 2660 30" 72" CASE v o kad ar apaodk°rem.B.�...m.a.Io. Pad Fwrittc A*earh p.a,.sr mhr, ]6's@mra 5'ral..dAr 2,Fs exn..a1 3'from t.n.m W33 1 1 2010 24" 12" PIC Joist Co■■e.,;o..C—ct foists to bramor top pk■rper tma a o cr rxoam pa don and or W34 1 1 2010 24" 12" PIC a G l`' 93 Teas.&Pao ,, ' BASEMENT 964 SQ.FT. INITIAL: W35 1 1 2010 24" 12" PIC G a a a F..fi l:ti K vm 24'squat x 8"mtl W36 1 1 3016 36" 18" PIC HEADER MORE THAN 5' Q Ifuslah aw,fo°mgroap be rnonv-domed with slab or below slab]INehfmas irdudr slab M1eildrt rF PAGE #• COl)g W37 1 1 3016 36° 18" PIC ^ TOTAL LIVING AREA: 2,981 SQ.FT 4oR Co CONCEAL FLANGE Rekar.tine 3,�each ra .3-fun boanm O �'�v O p{� W38 1 0 3660 36" 72" CASE HANGER EA.SIDE ` 95 S 56h o.C.,d. 1 (2)KING STUDS W39 1 0 3660 42" 72" FIX CASE FROM TOP PLATE TO 3■baradr-Cxfw >uSu«�.�.x rnaraial,camanrdw9i%e.r�.rrm.pu*�•i*is s+n+.0l W40 1 0 3060 36" 72" YES CASE BOTTOM PLATE ter--- dwaostructaal®bechccktdbvagcaic bEk l°om*wt. �' n W41 1 0 3060 36" 72" CASE TRIMMER Noslabea. riaamcomcmwW. ortco tslatmooneme+tan"iadowdl oramr* 12/23/22 r GARAGE 843 SQ.FT. (2)KING STUDS () abecm al fir FROM TOP PLATE TO L'sdenlab[.s■larkn:Slap use ATS a FPS rgd Enam xihs� 'S psi csrmprrssne s°e.3■i order slabb W42 1 0 4060 48" 72" FIX CASE BOTTOM PLATE If used.prmide and it sm➢per>tsWadon"wstdarian's reemsunmdNirns •. W43 1 0 4060 48 72 FIX CASE skbT>ur,ve�s:e<amp..� th�xr0.ardgrsr0d■�raddOAeoourcb�rmmKkrd ti Br' 24 ' o W44 1 10 3060 36" 72" YES CASE eatre W45 1 0 3060 36" 72" CASE a`:.r""`-r.e_calaay�mlxter� PA( � co W46 1 0 3660 42" 72" FIX CASE I�,,m3,eb.a2a'ac,rapM1�■,�t dka 46 ti �xt�Lpl� W47 1 0 3660 36 72' YES CASE Vekkdarre , w2. 6%6'(6Ga),ecntcrdin4k.spkxs kap8'mn COVERED DECK 381 SQ.Fbemxsh pe mecnr!s + 9 of 19 - Hekx.iti'o rlha,via.S ors.per Hire pert I� 1 vf4 a �+`�-�^'���+ W48 1 2 3016 36" 18" YES PIC ❑.04.1,..ta=.daa�, p°�-g'oe.ead ayl,a�a..°aY ..ar�°.d T>EAti.5 � [LY. OPEN DECK 232 SQ.FT. W49 1 2 3016 36" 18" YES PIC may be c wY rd m tit■cd b Osarr a arcld crnral d agn s W50 1 2 3016 36" 18" YES PIC TApe H'Rler:St3gr tIlm .,61d.,pdH bC rap°terrier undo�c or darts.Yh i■noo.to use ieeu cad mar lie d a effect 6c Diner m atchdec[ural 73'-2" A9 GENERAL NOTES DESIGNED BY: T-0" 15-0" 12'-3" 20'-10 1/2" 4'-0 1/2" 16'0" 2'-0" J. STERLING 2x12DECK CIAW/1X3BUILDUPSTRIPATBOT.INSTALLW/SPACERS ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. N _ _ D DRAFTED BY: N 30 LB FELT OR SUITABLE BARRIER A5 N TO BE USED BETWEEN HANGER AND 3.5X12PTGLULAM 3.5 X 12 PT GLULAM 40B ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. DECK BEAM 2x12 DECK FACIA 1X3 BUILDUP STRIP AT BOT INSTALL W/SPACERS DECK BEAM J. BASS ACQ-D&CA-B TREATED SILL C 3.5 x 12 PT GLULAM DECKBEAM �° VERIFY HEADER HEIGHTS WITH SUPER. m SILL SEAL 406 AS 401 o I - F7 ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED I I (61J)2X8PTDECKJOISTS160.C. s.5x13.5GL6 1/411 = 1' U.N.O. a 7(61 J)2X 8 PT DECK JOISTS 16 O.C. DECK DECKING IS 13DD,TYP. 73P - - EXP.DROPPED BEAM 73P OTHERWISE. TIMBERTECH DECKING - LL DECK DECKING IS 13DD,TYP. X/A5 7X11-7/8"PSL - - - I ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED DATE o 0 o TIMBERTECH DECKING - - DECK BEAM 45B J q OTHERWISE. z +-7 lip 73P �� ao I 73P _ � �2-23-202246B (61J)2X 8 PT DECK JOISTS 16 O.C. Z PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DECK DECKING IS 13DD,TYP. v w DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR TIMBERTECH DECKING °° LOCATIONS. DTT2 DTT2 � FRAMING NOTES Simpson Strong-Ti EITS11.88 BEND TAB AND - - - - - - - - - - - A5 - - - - - - - , xc�FASTEN WITH 10dx1 N 1/2"NAILS WHEN - - - - - - - - - T21� DTTz WEB STIFFENERS I / 71 P 71 P 71 P 71 P - (60J)THESE 6000 BCI JOISTS 71 p N 15FF - s1 L E - - L° REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. ARE NOT USED UPSIDE DOWN HANGER TO 46B - - - - N 2x10 VLJ"O.C.SIS I I I L - - J I A5 COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF 16"O.C. SOLID 2 BLOCKING AT DROPPED SHOWER I LATERAL LOAD 71 P 71 P FOUNDATION/SLAB/JOISTS BLOCKOUTS. a I AREA I �� I � " TOP PLATE HANGER -¢ FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR A I I I I a cal I I I I SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT L z x NOT TO SCALE I C I I ° m - I I ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 50B 0 o PRIOR TO THE FABRICATION AND INSTALLATION. W E A5 I o N J) Xg I I - Q) N o m M,a N " " (9 o o ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED 1-1/2"X41 17/8"LVL LO I m t I I � z W I I I J 0 I I 'I J Q m BY MANUFACTURER eN FLOOR BEAM > I U Jul J 0 2 F Q O 70 m ui U. m Lq° m m °W° m FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE Floor Joist Blocking per IRC 502.7 I I I U- LL oCL X AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE (Seismic Design Categories D1 &D2) x o J Z a Q =g M 1 I I II "� I N a m I L6 M u_ 11 7/8"BCI 6000 1.8 16"O.C. I I I 1 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" BCI Joist AS - I - - t - �0 15' 1" MAX SPAN - - - I I - AS OSB OR EQUAL. Blocking i D o UILDI E TION 1 12 FD FLOOR DIAPHRAGM 1 m r AS I l- I r PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Z 1 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO B II 72P 5.5 X 10.5 DROPPED I I I 2'-0" 54B N I FLOOR HOLDOWN LOCATIONS. e _ A5 GLULAM FLOOR BEAM BEARING WALL B - - >,OQ B 7. ii F B I N 74P 71 P - PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING 7'-61/2" - 5'-91/2" T-01/2" J 53B - r AS 3-1/2'X 11-7/8"PSL - - - - A5 - ��Q ��e - - - A5 - - - I LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. 01 _ FLOOR BEAM (^j I I 2 71 P C C 71 P A5 ' J a I I ALL CONNECTIONS TO BE SIMPSON OR EQUAL. °°woIntermediate q5 51B q5 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATEBearing - - - ° - CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM LL LL (WALL OR BEAM) Nailing per local 12'-51/2' 2'-4 1/2" CONNECTIONS- code provisions I I a �S ,s,� I I structuratcanoots` Cti3337•ICYtcoistructioucatc,l>tcrc(ll m m I C C HA A I I C. al:anr..,- xtas a �-drandspasw-ds, sd e� E a PA Per.4arlorrrr.rnr. K N A5 A5 ° ° < A5 � Bnrrtma131.o mx�maa�rd----�al6e .• a o �I I x O Lfl �I - - - I ° • d e I I It RD RoofrAa�pe T�vxnu aacas.e tA[ Q O CONTINUOUS BLOCKING - - - - - - ana'g.pern..mdk ,x'_�°` ""°° °°` I I M� I � � r , � I � I � Fnni.l C.nerd°.at 9rpgwrt: � V - 11'i,arpra 'rarl ro N,wn+•nfr,comet[per rhea.,e0 caaou-tap ofwal N a:,arehusavaa�rtllersr°„ierttoht-.weM.5A,aL530rificrews,xsader,gyp. N L NOT TO SCALE I I AO I a l ° I I I g 00 Skew ,7:16'ada,OSS x= ood S IBC,Case 1. y--t I I I I I I I � ha�:�u��6•ed�s,lr� J .dr7Yge,•,cmnec[perkdga cado,46ot aevtt kss man ad screw axing shadcffi4'OC. m m � :Va rc beta tic tones or falls at they . Q o tx FD FwarDUpkra�. \ U x O LO - d - 5►catki.g:With petl 34'ar 19.2 DC,me nria, 4 eK rele4 APA Surd-I-F nor a me 3'4 ape es O S t' O - Q _ 9oW 1,cc T.•s s[ ties govp 4.My he osa o pWxnad /� - - N J - ItT - Sheol' WV1- tl u I fi'OC,vse oia,16 a shed.APA Surd-I-Eloar,rm,19'32•Im[L-Va]' LL LLJ N J Face Mount A8 I - - - _ - LL - u DING ECTION 2 - - - - J 1°° OSB«plywood Good&.243 per TL 3 L•360� Z W W LU (� -0 U P Sh-lid"La d:Case I pa ISC 23D6.2 L(I) ` �. .�r�aeratwosmosn:paoswehd�rk.gd�xwmna.xx,upp«�. I] > I� Joist hanger I I I ° I I ^,�:(A,.r.�'� �*�x>�.4xo ,.w,,�6'�arr.ls'saa � Q Q � M (M6 I ao K aa�o..rra t t x rawer wow. L U 74 P t3 DID neck Ui.ykra� O a q A JA d /� U :U.wad a c ode ungs Ash.me anaa dm 3+i x 3.5. in�g Z_ co U Z C /-� Uer- Amrhne.L lisc w emir r mm.,embe�imo f b Li J ��lr d A5 ` a A5 m d A5 ° d o t r2sansperp dprSamugmemb Ardcingspkxs,cemersgSceovusamngmnb 6 o o w A5 ° a I mdrcc2srews e edrad m Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - :aorcdrag . l5 tF FloorFo-Fl"°r HoNonn - - O ° Ili..C.parin:Good fa 17036tmmca 0'-101/2" L SlraP Use CS16reu darepkVlodnoittdrofovalAh hingAuechMtrio,2xstudlk dop 35'-31/2" 14'-6" 22'-6" �,ea.dxow �;ae.Faaaadhoeaw:hm..sa I I I I ,£snap iatt,�o l.eeder��embela�.�to haada u beam aed w:ap ammdtwrtan f'rcnaury. U Headerx srraP LeaYth xe l3 merh gpa�a a"r na. r -xs+dam rmm v I I I I Default header material is Doug Fir No.2 or better ,,Hu pf � B�pR � aha�' '"���Length- � � U 2x headers must be in tall orientation with flat Zx nailed at bottom in"L"co�guration Ah I-aoldew Caheddrd Snap r.p: A� Bekhwa:i'xa CSTI loin fxaa.:a Ka.r ro,astiraL LSTHAIt)ai3fx�„io;u rms>Waa `9 Default Trimmer,use 1,2x-.or 20H or 21 H use LUC-.larger header use HUC or HUCQ,UNO. Stott:Applymr*.hrhtltsdtp kin 1hid,Irtm :-2z,4e,.J.M M P,. x` Default King Stud,opening 6-feetwide and less use 1,full height stud each end(plate to plate.) A11 I-HAI -.-B"tt T39. H.kk-;l:se RDU2 tt 6.OS w�sort.mo..2-2r,4a,x imger per pLan. Z / MAIN LEVEL FLOOR FRAMING Default King Stud,opening wider than 6-feet use 2,full height studs each end(plate to plate.) Anchor Bok:lf-4 s,k use 5.4'dtmter S5TB a Aft d ailh]?'me�.b.&. Trimmer,each end �U Stud,each fro abamme.me 5'8-ad rLre°d&epos.,wim 10"mo coorrete embed<,e centeredin stenwaa -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. c c u -M.;. �° `°'�`� `�e0tl4 ' ` N Galloon �fi¢,use .dlt 1 win.use �Llt 2 min..use d'blatilc use default end Ebla¢Ic use O U N Versa-Lam or Boise GLULAM Beam: abo'T.) dd'aultaboxc.) General:Th e>ffr�e�rd�wy�r�r-t-&-pL- ;idL�txtr.yr�nte-dlox�;n-pl- -ALL EXTERIOR WALLS @ THIS LEVEL ARE 2PW, TYP. 20H 2x6,"L"conflg 4 6 1° 91 dsjf k-atedm`rev. Q I� 00 Beam width shall exceed M :fUmtkmn,2,1=6,c ��p,�m e. G`` -INTERIOR BEARING WALLS INDICATED W/ RED DASH LINE 21H 2 O.1"config 2-2x8 4x8 Headerrnree«..:11 ,,�.y� ,prored �2, �>,.��d� .�..,beo��ed 2x specified hanger nail length - J I I -FLOORS JOISTS ARE PER PLAN, U.N.O. 22H sxa iS ,t ,t,� hraa'�k. 23H 5.5x13 5 glulam 3 G...ra1:3bexe a e xpencea..adytn e n°e p me»,�naa b nmaa a x"he �.a x o.p me r I I -STAIR FRAMING PER PLAN/CODE Seams 3��'���.° m° z U Sroltio.:i:s.am '_l leas 9 LILx,ro�.na:hoBam plmr m mp plan ° I I d I Default sawn material is Da Fir No 2 or better. rip and Batt.m Coon""ce +az top plat,-To- � Plata weh,•ts�D a,d x yew, JOIST TO BEAM -DECK DECKING IS 13DD. TYP. `� U Default glulam I,LVL,PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E, Heaaer t:...ernr.:llraaacs3 may be�mvoma w;n,'a a.anrr xhang on Ina rmian wkL ronrraxa C s P 6 ad r able J Q U) 2,300 per,min Fb sa L Ledger-asefrliapkrag. NOT TO SCALE h Default wall connection 3"bearing in pocket or on plate with min.,2 studs below Ledrer s re.x:¢ex dma h ad r xwx� „r wnoa ou nos az ram, q r5,and U U to N max L r spacing.]F-lung to stride,use 2,5DS per smd ih I I I I Default end post connection-LCE,AGE,EPG2, ECCO,or similar. Lwrerca..ecn..mrr'ax: N Rnfrerc Pa�perrrxrifru•. [:u 2x xL47.kgger,min Lettto muchrltttcrs.Apply kdga mar usl �/ Default comer post connection with mitered beams over:LCE4,LCEdZ,or RTC44. �U.h n , ��rb rLY` Default mid-post connection-LPCZ,PCZ,CCO,orsimilar- P°r�k?Af, o,Tl ropCi,°,•d Lrdarrmnyn�mp�mrddlwtnmmfdb .L.dpmbe Default beam to conc wall:HG UM hanger with 518x4 Titen HID,or GLB wet-set beam sea[. pl-d Deny wad " v .3&e T,,m Papa, r,dne:At eqs d'mcm cae,uu cr6axia_ax bk Lbg lsexxee°.,,.s tqa aaied O Default beam to beam connection:Hanger.HU,HUC,HUCQ or similar. Bear on top,2,HGA10. . hwar hr eaohehar .A enemd ape m�� �1tt�rdgapaal a r.a U Connector>f black xaah II I I ( x>,et D:ap>aa�:c®rxt raan�a�mtrdga ah,erd�w�h sar;.x�a>ar.,a.}•x. Gallant llio.,use �3h 1 sir.,use Air 2 min.,yse gores use ddauR,aUmrc) O 306 5.5x10.5 gl a r [ L.drer-n:Use itxix re x n z Ledger ..r i 3a,PT Ie t w ri i u Ulf DS j Le 0/ co I I I I 31 B 5.5x13.5 gl Ledger Cuneriap:Comrct to rrm raids 2,SUS x LrdgisLOK msoax,24'OC and why 3•pr rats LL tee, C N I 32B a3ca - 5DS x LedgnLOfi ro be of Lrn�L¢ecessry Soy»peertrffiae i¢mr. � C T 4pB 3-5x12 PT gI 5.5x10.5 PT gl HUC or HUCQ Joist Co-etio.r Correct joist to hedgerafh Wh.rger,A Loin wed In&sal+ark a-s per M ma eAff-h-�,t W�, and I I I I Use min.,5.5x 10.5 PT glulam,-23'long.Top of beam to be flush wi th top of joists.Bear on full as L Ledger-ral T e lit Atrar3 nra.r General The rnlaw;�ase,aete5 ammard>�,at�nhea to a>edser.IFjaisC are snpprtedbymp e R� ao I I I I 416 width plywood shim as necessary.Connect to perpendicular top plate or beam with A44&910 flaage hmg s on mudsA andanae d apL aBni-led.-eddit r,t a s.d A m wee screws,each side.Connect to post with standard post cap hardware. aerea a y. Ledger.[:u rma,'x PI tie Inc as cal a!lam.For°aa-wet appkcarx.s may nu eta,1.5'zyix 2'-0n LSL a L['L xmaisere b�;a bmem ir�gn and rweaeee. �J 42B Same as 416 except at eAenor past connector use GCTQ And place on tap of lower wall top c-lioa:c><a s•d�r�.�,a- ,rd�rm m,.rt-,rx hah,>: hew. plate and conned with 6"SIDS @ max,18"up through double top plate. s ran r enmemr,�ofhok m rs m o kdgc-a.is. - Ioats par>id,one 36'max spy staggered and w9�8•of spices aid cods,nib 3'x 25 wasl+�. _ Iosis sava,rbn6r,ua a'man spa�g,seapgare,ad,vide C'nk'spkcs tmd ads..+ik 3' 25 Use min.,5.5x 10.5 PT glulam,-25'long.Top of beam to be flush with top of joists.Bear on full wan a width perpendicular p p lr xt cr..e err:come t joist Ica w;L a amaLa plywood shim as necessary.Gannett to a enditular top late or beam with A44&t#14 Z z> 43B 42 }'S Footing.9raq xPal wke Poo.-Aatl pr Post and Bean S.ppen L screws,each side,or LTP4.Bear on parallel wa II top plate and conned with 6"SDS at 18" All 1-strip Fartiog w th�-Wan:Use sapkoing and pan.walperbel- t_ z a max.,up through top plate into bottom of beam.Bear on top of 73P and connect with CCQ- Alt -strip Footing wirb Poet and Be-Use s* atiogandpost and bear,per b&w. W o i� Ait3-Pad Fwfi.ge with post and Be-: pedf.Yagsandp.At db-perbe3ow. it-0 Nail Boise Rimboard - - -, Strip Footing:tin min, 16'wide a d'TnF conemroa footing.Fooling to a#end 13'min hry°vd]ant po# ZO rn W to BCI°'Dist with 8d I I L_ - , I 44B Same as 43B except-23'long. err e.drFpa.ywA hip. J ° Z o 1 L°rrg mdlrmrx46ar•Uu2,-4...tr s from bottom. K K 02 45B 5.5xl 3.5 PT gI HUCQ to 73P Pokv WaL•Liu 2xd sods u 24'max spag sti b doable rep pLue and:male PT and A ALw us Was ¢a°_ nail into each flange. I a I I I fexpaetleeAsabmrpe plmPrmyn•eltoerdox6ril� b,,d{m,cx�ea,rua)S.&_d_lian W � zZo1� okay to tom ends to fit 5 5"wide w o= 466 7x11-S PSL ui6iaen. ��r?z I- ° I I I hanger ca.>ara..ds,urae«6wxhld wNxdaT.aerm�S.1.. 2•max w;,h>- �a rav,o ®6.dm�n o�rer.Or,a po„da�arnan pa Stadad Sm._ at Spr��om had.az 36' �3.: U Y m 50B 1.5 x11.8 LVL or LSL n = o a I 51B 2,1.7x11.8LVL 3.5x11.8PSL P«xt and B.-Uxe4x4pwsas'ear.a�po:.>oaato<a�xpapan,wan.t d v zawwa h�rd mp mq bpmm Ban,-mh,4x 10 0�(=za RIMBOARD I I I I - 536 2,1.7x11.5 LVL 3.5x11.8 PSL Z zW. z Pad Fowl..:At each postmrrm.,M•sgaaea 6•cal wmh 2,+a arh way3•fra.bosom 3w Nym D 53B 5.5x10.5 gl Jaisi Cr..erfir.,Ccta nt pigsto bcmmaap pW ape atromelatva re emoKndatia and x _�3'O N N 546 dx10 rP Footing Prd� N= eo��' FP support. Upsidedown hanger to ff.sL*:us,fimAq sq.ere a s•ter[ Z. W L o NOT TO SCALE I I I I 55B 1.7x11.8LVL 46B a6 �� *° "C6Od"�slk 41 '� �" u&,hb 6.*W w3azz °�N LL ReLa:L'se 3,=t cuh w •,3--Eo bolo Z¢¢U O 56B 1.7x11.8 LVL ps s siah°n Grade Q 2 a°w o 0 2?t_I-o 57B 2,1.7xl1.8LVL 3.5xl1-8PSL S.bgrade:tintsaucnaal6dmoarveneea spaedm95°°rdarrtxrampstoo.Bc.-Sly A/ o�°zc~izo ,e:=.,..,-,.:Ii atl 3nu AJR.1.checked bye gentettmear eeouiarz 11..1` zzw °-r 58B 5.5x12 FF I �e 91.1,C....xt:..to Gain rrtr a av:Do a r°m d o moo- a al w new a" o m a 9 WOZD2 Joists rind Rafters a Cadrrx]ah L tar on:Sear err SPS«Fes n$h vrm,25pd r,g crane xtrcg L �. U- z z °z o Default rafter or deck joist to beam connection is con'torskip blocking and H2.5A,or H1,orA34 If,oed pm ode r loadpa maw nag„rrrom�aaer., 'o o a 23/32"MIN. PLYWOOD/OSB - - - - - - - - - - J 91.1.Mrk..-1.7.a-.a,Sdmudtk�Yedgr,a�.radd ralrm�uoo,rehamud em1 0z -z with screws. c�°z faortion,Buxtldssut trv�ed m - H OR RIMBOARD CLOSURE. aei tr r.ae.n U. dme w o z w w SIDING TYP. ° I Framed roof overhangs_eaves,outriggers,etc.use IRG-compliant construction. � rothw� - h3�,>:3 rcba 2e tx,garb way,eearara m stab N a F z z - Wdded.z fnbrre,�,W2.9,6'W Id Ca),Gem-din hb.5prces mrrlap F min z w zo o Default sawn material Is Daug Fir No 2 or better Exposed to weather shall be Pressure Treated(PT) O g TYVEK HOUSE WRAP _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J F pe-,-.51b's-._b. a w rn loi BCI JOIST BLOCKING - 13eI¢mkraeetaar.mn,sms.percnbkyard z�z ° ® Default sawn face mount hanger is U.LU,LUS,or if sloped rafter use LRUZ. Coete"ianiet9:Maxine.nree.....dedspadug=s'oC,eaclwa.This is.no.-se trA and 0801 7/16 OSB SHEATHING RE&IRED FOR CANTILEVER. O z o 1- NAIL WITH 8dNAILS 73'-2" Default sawn to flange erisJBA,LB,BA,ofB welded, maybehengrd°r-tedb.'°"b`r"a`&-rAd-g- a>oz P 9 9 { pp,use LB,BA,or B] a o 0 1/2"FLOORING S-rprw Brener:5ne�yru a mm.,61m1,plastic vapx burin older io[[vi°r slabs.ILis is a ma-stnrrmal ��w F FLASHING INTO EACH FLANGE. Any national l-joist brand,equal or stronger may be substituted inns dmm•be do mN edb•owne ma tiecora dr Ow"mQ TIMBERTECH z z z s DECK PLANKING I-Joist roof overhangs,extensions,outriggers,and cantilevers shall per per manufacturer's w¢ o � 3 recGmmendatiorls. PLAN AREAS I..L 9 •t SIMPSON ZMAX LUS208 '49 Default 1-joist face mount hanger is IUS or MIU 2 X8 PT.JOIST 16"O.C. Default I-joist top flange hanger Is ITS,HIT_or MR Conowtor(ifblauk GAR 'rx+ MAIN FLOOR 2 017 SQ.FT. OWNER APPROVAL Cagout Lin„one ?ill I min..use all 2 min.,use Notes O - y}. i DTT2Z use defavk,abor'e) `4r I 601 11.8 2x6PTI616" upside down hanger to4fiB BASEMENT 964 SQ.FT. INITIAL: SOLID 2X BLOCKING AT FASTEN 2X F 1 LEDGER WITH (3)ROWS OF 1/4"X 4 1/2"SDS 6tJ 2x6 PT 16" 2x8 PT 16" Posts � LATERAL LOAD CONNECTION SCREWS @ 16"O.C. Default material is Doug Fir No 2 or better. PAGE 2X8TREATEDDECKLEDGER P TOTAL LIVING AREA: 2,981 SQ.FT. �oFORconECO Default bottom connection an late:2,A34with TECD or screws,or d,16d fate nails. f Default bottom connection on beam:2,A34 withTECO or screws,or PCZ. � � G�ry Y 0 {� Default bottom connection on concrete-PB,of AB,or ABU,or ABW,or CBSQ Alternate bottom connection on concrete:95 rebaf or 5/8"all-thread,epoxy 6"min.into post butt, A] GARAGE 843 SQ.FT. 12/23/22 and 6"min,embed In conc.Conc embed may be wet set or epoxy. Come tar(¢b� f7 N11Ci �4+24 ENTRY 110 SQ.FT. DECKHOUSE CONNECTION C70P `�'�@ �'''n`�"¢4e 11tIslain,use nreg eoR CANTILEVERED FLOOR JOIST asl:defauk,°>�c) PA{ � A �• E n - t 711P 3-2x4 2424 4x6 EJ tA486 5 56,AL. SQL SCALE: 3/4 - 1 F `� ' COVERED DECK 381 SQ.FT. 'b;✓f�1.°� 72P 3-2x6 6x6 4-2x4 10 of 19 NOT TO SCALE l5 �. �'o�w"�� 73P 6x6 PT 5.5x5.5 PT glulam 74P 4x6FF 'ATE rs 4:,."4L'Ya OPEN DECK 232 SQ.FT. 75P 4x4 PT Headers FLOOR PLAN NOTES DESIGNED BY: Default header material is Doug Fir No.2 or better 73'-2" 2x headers must be in tali onentation with flat 2x nailed at bottom in"L"configuration J. STERLING Default Trimmer,use 1,2x.or 20H or 21H use LUC-larger header use HUG or HUCQ,UNO. T-0" 10'-4" 3T-4" 20'-6" 2'-0" Default King Stud,opening 6-feetwide and less use 1,full height stud each end(plate to plate.) SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN o EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: N Default King Stud,opening wider than 6-feet,use 2,full height studs each end(plate to plate.) DECK ❑ GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, Trimmer,earh ead King Stud,earh o 0 1 3 REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE Cl) Calloot \I",use Ah 1 w".use Alt 2 min_,use (ifbkwkuse dr&ult end('i'blank use N — 13 N 57'-10"X 6'-2" BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS 279 SO FT AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. E TIMBERTECH DECKING 0 e. me. CD 20H 2x6,"L"cantig axs _ _ 21H 2x10,"L"torlfg 2-2x8 4x8 �_ 2 SHELF AND HANGING ROD. 22H 6x8 2 3'-0" 4'-6 1/2" 5-9 1/2" 16'-11" 20'-101/2" 20'-01/2" 23H 5.5x13.5glulam 3 0 U-31/2" U-31/2" 0'-3 1/2" 2'-0" 4'0" 4'-0" 4'_0" 4'4" 2'0" LL Beams q W18 4040 PIC W19 4040 PIC W20 4040 PIC W21 404 1 PIC BUILT IN SHELVES. DATE Default sawn material is Do Fir No 2 or better. 1'-0" 58B 58B � - 16'-0 1/2" W22 4066 PIC W23 4066 PIC W24 4066 PIC W25 4066 PIC o 1'-0" b � Default glulam(gl),LVL,PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E, - - - - - - - - - - - - - - - - - - - - - - - - 19'-2' - - _ _ z 2,300 psi,min Fb. �_-_ - - - — - - - - - - - - - - _ - - - 'aM -� - - - - -- - - -- - - - -- - - - -- - - -- - - - --� W - - 12 23-2022 COVERED DECK 5.5 x 12 GLB-EXPOSED 2 11P COVERED DECK 5.5 x 12 GLB-EXPOSED CL Default wall connection 3"bearing in pocket or on plate with min.,2 studs below. m o -TOP 109 1/8"" ° � p TOP @ 109 1/8"" o CABINET-OWNER/CONTRACTOR TO VERIFY. o w @ (4)20H's @ 96" 20-0' X 5-8" Default end post connection:LCE,ACE,EPCZ, ECCO,or similar. o Ln 16'-11"X 3'-9" _ U wo iv V-1 1/2" N U b 116 SQ FT 00 a Default corner post connection with mitered beams over:LCE4,LCE4Z,or RTC44. 0'-6" 65 SQ FT 0'-6" 0'-6" Q (4)20H's @ 150" a 5'-01/2" 3'-0" T-11" d� T-2" 3'-0" T-6" 3'-0" I o v x P �� '� ih W16 3660 FIX CASE r m W o o EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 Default mid-post connection LPCZ,PCZ,CCO,or similar. o i\ ' 'v b � � � m� � SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" 19'-1 l 1/2" Default beam to cone wall:HGUM hanger with 518x4 Titan HD,or GLB wet-set beam seal. W14 3040 CASE W15 3060 CASE W17 3060 CASE o a HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. Default beam to beam connection:Hanger:HU,HUC,HUCQ or similar. Bear on top,2,HGA10. 0'-10 ;n 3'-2" T-0" 3,-0" T-0" 3'_0" X n9 D13-3080 0'-6" U-6" 0'-6" U-6' N Corrector(f bL=k >>M 2'_0" 7� 2'-0" f'allnut "ifin-,usp All I[[tilt.,use Alt 7[tilt[.,use av>r, ) Notes 6 o W27 3060 CASE W29 3060 FIX CASE use above TEMPERED GLASS 306 5.5x10.5g1 PRIMARY I o I r (4)20H's @ 96" F i W28 3060 FIX CASE W30 3060 CASE L�] NICHE IN WALL D14 3080 318 5.5x13.5g1 UNDER SHOWERHEAD O u o _ ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE 32B 4x8 m BATH I I W w m l (�P 6 lie W INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 448 3.5x12 PT gl 5.Sx10.5 PT gl HUG Or HUCQ iv w� 0 5'-9"X 12'-5" I Q J r I GR EA RO ¢ RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, ifl _ m z ��79 SQ FT 1 T-9 112" I IL m 18'-2" 19'-9" (5)20H'S @ 96" o o END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE „ � o 0) - w 4'-0" 17-1 rn 14 0 396 S FT 0 1�1 STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN D 96- Use min-,5.5x10-5 PT glulam,-23'long.Top❑f beam to be flush with top of pests.Bear an full Y o UJ Q ``1 l N 41 B width plywood shim as necessary.Conned to perpendicular top plate or beam with A44&#10 M OWNER W Z o o ;� N EARTHQUAKE.MIN.EFFICIENCY OF 91% L X 14'CEILING I 1 a screws,each side.Connect to post with standard post caphardware- SHOWER m a I M 9'CEILING I - a co a I z h _ P 4'-0"X 6'-1" o I TILE I J o R Z I LVP OR SIM. = O F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. (n a> 31 SQ FT o I u ¢ LU DINING ❑� EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL W E Same as 416 except at exterior post connector use CCTO.And place on tap of lower wall top iv o ® BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, N ate late and connect with 6"SIDS max.,IS"u through doubie to late. z 19'-9"X 9' 10" P L P W P P z Q ut n b BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF FULL HT. a _ + ) 209 SQ FT Io M FURNACE. of Use min.,5.5x10.5PT glulam,-25'long.Top of beam to beflush withtop of joists.Bear on full W C HEATED FLOOR CABINET I m PRIMARY BED 9'CEILING N Lu F z LVP OR SIM. cal to PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF o width plywood shim as necessary.Connectto perpendiculartop plate or beam with A44&010 to iv MAT Q 438 Q 3'-s" 5'-11" 4 16'-9"X 15'-8" O CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL screws,each side,or LTP4.Bear on parallel wall top plate and connect with 8"5D5 at tit" () rn co 28 Q FT 279 SQ FT 1 N M w max.,up through top plate into bottom atbeam.Bear ontop of 73P and conned with CCQ. 0 0 m / U o l�� C) io COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF o 9'CEILING I 1 f 0 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR "' = 10 II�1II00 o - CARPET _ _ _ _ _ _ + y o'- `0 1 EACH 90-DEGREE BEND. AMINIMUM 4-INCH DIAMETER EXHAUST DUCT OF 44B Same as 436 except-23'1❑rg. ICJ 1 - - - 1'-11 1/2" x� - - - - - - - � N _ A8 SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. E. �I I w m MAY NEED TO FUR OUT WALL N 45B 5.5x13.5 PTgI HUCQ to 73P o s CEILING o o = o m F - - - - - - TO HIDE COUNTER EDGE - o 0 o N I c5 @- - MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE okay to trim ends to fit 5.5"wide 3'-0" 3'-9 1/2" - a_ - - - - - - - - - - - - - - - -_ -_ - PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 46B 7xl1.8 PSL " _ C: hanger I F - - - - - C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w � D10-2868 N 50B 1.5 x11_8 LVL or LSL I OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, e 51B 2,1Jx11.$LVL 3.5x11.8 PSL O 4'-0 1/2" THESE 3 WINDOWS III ❑ AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK U 13'4" 17'-4 1/2" 20'-5' 6'0 1/2" 9'-7" 3'-11 112" 2'-5 1/2" IN WALL ABOVE PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE 528 2,1-7x11.$LVL 3.5x11.8 PSL d 1b o Island design to match RR15 island CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX 1. o I O� W58 3016 PIC W57 3016 PIC W56 3016 PIC I - I I 536 5-5x10.5 gl � o T-11 1 LsMOKEOET � - - - -- CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH E CEILING TRAN ITION (3)20H's @ 159 1/2" DOMESTIC DRYER EXHAUST. DW 54B 4x10 N - 31 B BEARIN WALL I I O I N N 20H 80" BEARING WALL _ _ „ 55B 1.7x11-8 LVL FP support. Upside down hanger to �9 U N -D09-3068- - - - - - - - 71 P v - v - 71 P 4'-0" 3'-3" 4'-0" 2'-3" 4'-0" 3RA GE _ I I 46B o a ,� rn PRIMARY CLOSET T-71/2" z 5.5x13.5GLB-EXPOSED ENTRY �� w 0 2i = 12'-10"X 8'-7' 9'CEILING 2'-4 1/2" I i\ WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AUTOMATIC CONTROL,SUCH 569 1.7x11-8 LVL - � � F TOP @ 109 1/8"" 5'-3"X 12'-9" I AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. D w o, N N cn 120 SQ FT w LVP OR SIM. o N I- I KITCHEN 57B 2,1-7xl1.8 LVL 3.5x11.8 P5L 2 'n p q c00o N 213 SQ FT 00 w v U_ 9'CEILING JOLL o o Cl) O x o I I 21'-6"X 16'-8" I LL o �. 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 58D 5.5x12 PT gl `° O N CARPET Z O 1 in to OJ o- z I I 271 SQ FT I FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. d cis w_ oQ SMOKEDET. (3)20H's @ 96" o u N Joists and Rollers z_ a I 9'CEILING I ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR 0 2'-0" SEALED TIGHT. E Default rafter or deck joistto beam connection is cone or stop blocking and H2.5A,or H1,orA34 N 2'-3" J 2 1 3 6 2 m I I LVP OR SIM. I O with strews. co F 0 70P 01 3080 OBSC L - - - - - - - - w GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. U Framed roof overhangs,eaves,outriggers,etc.use IRC-compliant construction, '1 °' C ET > o ° 36"x30" I INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS N _ v W02 60 PIC W01 3060 PIC >2� L- 30"DBL. REF. - - - - J THROUGH PER I.R.C.SECTION 312.2. 73'-10"X 2'-0" 13 I ° " - 10 SQ FT 1'-5' - 0'-8" 6" q 6'-6 l/2" 4'-0" }' Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated(PT) o D07-2868 iv 3 0" 2'-4" 3'-2" ° 2'-11"-N REFRIGERATOR CN U r` II N 0 0 d" CUT OUT IN PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N � Default sawn face mount hanger is U,LU,LUS,or if sloped rafter use LRUZ w T-6" 1'-9 1/2" ¢ - - - - - I D M W z -' ° 0'-6" LOWER WALL /� TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N L g P < _ D06-2868 4'_0„ rn Of c° co t S a a 3'-0' 4 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE � rn Default sawn top flange hanger is JBA,LB,BA,or B[welded app,use LB,BA,or B) 10'-7"X 6'-8" I rn 0 ° 5.3 SURROUND&HEARTH MATERIAL. O') Any national 14oist brand.equal or stronger may be substituted o 83 SQ FT o STAIR e ° a a POWDER � Q OU I,lolstroofoverharrgs,extensions,autnggers,andtan#ilexersshallperpermanufadOrer's "' 20 11 ❑® 10 9'CEILING M MUDI ROOM 10'-7"X' " _T o �L o, N ° ENTRY PORCH o o _ ° ° N 5'-2"X 5'-11" T 00 PANTRY GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR t) M 8-1 X 5 9 90 SQ 13 13 — 1d'-3' x 7'-6 39 SQ FT _ SMOKED N N 12 15 (n s_ recommendations- - N LVP A _�- I I N 4 - - N 10=8"X5 1'- MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. Default I oiatface mount hanger is IUS or MIU N 3 0 55 SQ FT Lti `t' - '? _ 1 I 0 9'CEILING N o _ M °910 SQ FT ° p o s'CEILING �/ 73 SQ FT L ATTIC ACCESS J ,I W 0 LU j _0 CABINETS ABOVE SINK m o o °a LVP - r- 9'CEILING CARPET o ° i9 v Z W W Default(joist top flange hanger is ITS,WIT,or MIT COUNTER OVER W/D RISE=7 5/8" i� ro ° to C� _ _ _ _ _ _ _ LVP OR SIM. RUN=1z° a ° _<e 9'CEILING M ti Couector{blank BUILT IN BENCH p o N v 1 6 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q Q ' C6 Calloat NEM.,use Alt I min.,use Alt 2 min.,ase Notes o D W M - - - - - 5,-0„ 2 58B ° ° ° 1 O BUILT IN DESKS rn LVP OR SIM. W M 601 11.6 BGI 6000 use upside dawn hanger to 46B °' - - -o- 4 4 ]7A o - _- °° - - _ - ❑® AND SHELVES M (3)20H'S @ 96" 0 Z O I_I_I N 10'_7 1/2" 2'_9 1/2" — — — — ' N E RA L NOTES J J 6 ¢ w 611 2x5 PT 16" 2xB PT 1S" + 20H @ 96" - - - p7l (2)20H's @ 96" 3 �� I 0 5.5 x 12 GLB-EXPOSED o Li O Pos7s n - - - - - - - - - - - - - - -D04-3068 - TOP @ 109 1/8" E Q O z = (� lb N Q f1 M Default material is Doug Fir No 2 or better. � BEARING WALL 20H @ 96" W05 3060 PIC W37 3016 PIC W36 3016 PIC W35 2010 PIC W33 2010 PIC Default bottom connection on b plate:2,A3 withT CO or screws,ord,16dfacenails. ❑ 1 6 � � � � � � W3- '-0" PIC � ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Default bottom connection on beam:2,A34 with TECO or screws,or PG2. 7 N 6'8" 3'-0" 1'-6" 2'-0" 3'-0" 2'-0" 3'-0" 3'6" 2'-0" 2'_p" 2'-0" 2'-0" Default bottom connection on concrete:PB,or AB,❑rABV,orABW,or C65Q I 0'-6" U-6" Alternate bottom connection on concrete:45 rebar or 5/8"alLthread,epoxy 6"min.into post butt, N 5'-5" v 5'-9" 14'-6" 5'-8 1/2" 5'-3 1/2" 1 V-6" ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. and 6"min..embed ln conc.Conc embed may be wet set orepoxy. nl I 1T-2" 14'-6" 22'-6" VERIFY HEADER HEIGHTS WITH SUPER. C , Corrector(f blank I 1 2 I I a - v X calloat %fir.,use ?ilt I mir.,use Alt 2 mizI use totes - - - - - - - - - - - - ddauk ab�e) I I I 'T UPPER WINDOW LAYOUT S[ltirtrral Crlldr[s -Comalstt[ConsnvcttorCalr.Ire rCCn Q 70P 2-2xa axe L A ICAccEss J ceseraLAIL.,.,�.r�....rhs1beper� "o&md5tmdurdSd zl .r:,... ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED z 71P 3-2xa 2-2x6 4x6 I I L — ENTRY WAY GREAT ROOM O 1 I 3 N '(^'l a o PA rer Arcbdaxtar Designer OTHERWISE. LLJ �i G sir.riolxl item:This item mardated cmn.l»+,.x diet be arch¢ect or ar- 72P 3-2x8 8x13 4-2x4 I I I THESE3 WINDOWS Ll RD RovlDau�raT�rssesaHfi-ar24"OC,nrax. ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED U_ Q �/ N 73P 8x6 PT 5.5x5.5 PT glulam 74P 4x6 PT I I LINE UP WITH W01,W02,AND D01 g � a,x•rhanss;Pa roar and�,�I-jttisa mamtFa�tlacr s trrannrtad�tms. OTHERWISE. zco Fnnia Coanectioa ai5 /r 75P 4x4 PT m,e,g ra,e r d m shru,. P.= t p.�wan'ate-top f Rat \^� W50 3016 PIC W49 3016 PIC W48 3016 PIC trlre�n'r���,'�msrwrr�r." m,ue:IzsA,aLs3oscr ,ar,«p PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER IL Q DOOR SCHEDULE . I I steatrt:;16�.oss a CDx pl.�ssovd stasgerjrrs per EEC.case 1. 0'-6" 0'-6" - Naillag:Use Edat6"edges,l2•field. DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION I I I I 3'-0', T-0"�7K3'-0" -1rWed .cvaoectpaledWr alert.ua�nlrs=tha"sas<rrwa�@sl-katVOC. w � UJ D01 1 1 3080 36" 96" EXT.HINGE GLASS PANEL tj L III-king:�ott awn bets-tn.­atmlusattheir s LOCATIONS. fn D02 1 1 18080 216" 96" GARGAGE DOOR OBSC. I I - rn 12 FD l,mrDbAFago v D03 1 1 9080 108" 96" GARGAGE DOOR OBSC. N GARAGE (.0 p Sheathng L' sts�r�a'o lvz ot, e an,:aocrauaAswrd-I-rw«;e3a ,pew FRAMING NOTES J U) 24'-0"X 34'-6" I I o O O sow I.vr'8"specks pr W 4.%Uy be oss a pNy d D04 1 1 3068 36" 80" HINGED-DOOR P01U 00 = 5kanhap +rhjostsat]l pC,vutma.,15 ocrated,APASRud-I-Fbar,rin,]932'dtid hfaybe L�JUJ D05 1 1 3068 36" 80" HINGED-DOOR P01 "' 843 SQ FT I I = 00 - N - 00.pl,,-dr aafr245psrn.@Lo6nd� D06 1 1 2868 32" 80" HINGED-DOOR P01 N 9'CEILING N N stearlupgLay.ar:cox 1perr8r2306.2]ol N 0 ckitwsbr -ji M .-tl�l ,�sp®s.w6thrl..g�-_ss r�. REFER TO SHEETA2 FOR FOUNDATION NOTES AND DETAILS. L.L D07 1 1 2868 32" 80" POCKET-DOOR P01 I I o - \alnex:❑mr.�d„uiertw;d,adtin dwink m�of saews,at s-edM.IZ'fied. � ' ` D08 1 1 3068 36" 80" HINGED-DOOR P01 1 5 e S]vcl ng:notrcGuacdcxc ar erns mdc mctnshearwalsbdow. U O D09 1 1 3068 36" 80" HINGED-DOOR P01 I I I I? DD D.-rLn.,t'6r'g", COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF Decking:Cse woad a�omposbc der3dng pn A.fF min actual d®s:3r4'x 35'. D10 1 1 2868 32" 80" POCKET-DOOR P01 FOUNDATION/SLAB/JOISTS BLOCKOUTS. w 0 Q LOWER LEVEL WALLS & MAIN FLOOR FRAMING D4YlVAgr,eta[Brett:Usedt dgs<revs,IdiglAEornsure2 dtie,embedmau:Nok gbrlo,s 0. D11 1 1 2868 32" 80" POCKET-DOOR P01 rer2scrntsperdecltboarapasa�>�a.atar�gsprrrs.trnasp�rmrrfra�ag�rtnm D12 1 1 2868 32" 80" HINGED-DOOR P01 and"sr2s eLL:pe,epht�ania -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. B �g:nor rdarrpta< �m FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR z D13 1 1 3080 36" 96" EXT.HINGE GLASS PANEL 0� rs FF Flvar7a-FkvrHddawa SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT D14 1 1 3080 36" 96" PATIO DOOR I I I -ALL EXTERIOR WALLS THIS LEVEL ARE 2PW, TYP. Min.Capaciw:Goodfa1-05lbtcosion C N Q D15 1 1 3080 36" 96" HINGED-DOOR P01 - strap:L:<cs]6>.r•erals�� l"a.siae�cw,u:>r�t�g.Atta<hm�..i.rt,ram:rd„p ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- C D16 1 1 2868 32" 80" HINGED-DOOR P01 I I I -INTERIOR BEARING WALLS INDICATED W/ RED DASH LINEra�brt"�� .F�sa >roksa�h�n.. gd PRIOR TO THE FABRICATION AND INSTALLATION. M D17 1 1 2868 32" 80° HINGED-DOOR P01 -FLOORS JOISTS ARE PER PLAN, U.N.O. If=TM°p eO6 alb hbda` dt"hrad,.bh od,nawa il,d fnKr„a . S,rap Length:Use 13"m a m each upper end lows surds.Min.urn length=26'+depth of 6- D18 1 0 2868 32" 80" HINGE v tern If waIlbemrdaeehvoahr�matotd tr ,r" -26. ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED D19 1 0 2868 32" 80" HINGED-DOOR P01 -STAIR FRAMING PER PLAN/CODE 17 HDBnldon, 1� I BY MANUFACTURER � V D20 1 0 2868 32" 80° HINGED-DOOR P01 -DECK DECKING IS 13DD. TYP. Ah1-H"ld""a-EmbeddedskapType D21 1 0 2868 32" 80" HINGED-DOOR P01 I L _ HoW--Use LSTHDIOfam mjo�raudanq LS=10R ffi tt.o coo�on. _ _ _ _ _ _ _ send:Apph•-s�gWkmgA.4 2-2x,ax,�ar8r prrpt- FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE D22 1 0 5068 60" 80" DOUBLE HINGED-DOOR P01 Au 2-tavrd--B hTspe H.1d. Us,HDU2.,66,SDstofigsae�,2-zx4..akMpalam. AND NAIL W/RING SHANK 8d's 6" EDGES& 12" IN THE FIELD. FACE D23 1 0 2868 32" 80" HINGED-DOOR P01 DRIVEWAY .�nrlor Soh:!f n•et set,use 5.8 diameter SStB a e1 thread wbb 12 min embedmem. D24 1 0 2868 32" 80" HINGED-DOOR P01 N GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" - ff rotah�ma,use 5;8'all itrrad&epoxy,with 1[I'®c�crrm®bedmem,cnaaedastem war D25 1 0 3068 36" 80" HINGED-DOOR P01 S-0" 20'-0" 2'10" Aagre hole a way sour sarrderlds"r e�anretemaoow—breeka OSB OR EQUAL. Z> D26 1 0 3080 36" 96" EXT.HINGE GLASS PANEL 7' N1 1luEm Q a WINDOW SCHEDULE 71P 71P 1 546 sq ft �e.eral:�eu�esluc�ed roresovt-nfyleneaindaad.htamey6kDbemedtpre9erepleee Z.oQ NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION io ]aaralrnadsrsoind�raor,�+•: PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST ZIzo0 Alo ian:U,e nrin.,2,2x6,eanahasnus toucmt tot z 4 a a W01 1 1 3060 36" 72" YES PIC Q Header Catuertiw:Heaclet(s)maybe s�pcmdwah �Qorhmgvo�smalitmwthccmcrakd LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO z °-Z° W02 1 1 3060 36" 72" PIC r > t*le FLOOR HOLDOWN LOCATIONS. a W g W03 1 1 3060 36" 72" PIC 7S '1 '1'b°' Q Z Z g TYPICALHEADER FRAMING Gvaeral:These are rp�ted rliaidy to teist out- �e wmd,or&to m y A be used to res w-plam �'o o W04 1 1 3060 36" 72" PIC mrralbad rsaioar�rdo a�+.: _. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING J a,Zz, LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. W.W05 1 1 3060 36" 72" PIC dfauioo:Use eum,2,1.75x55LVU.owturwus bottom plate w tip plate o wr W06 1 1 3016 36" 18" PIC WINDOW W/6 POST HEADER LESS THAN 5 Top andRottmC� ti�Ct r atwpp�emdbetmmp�eiith2,LS50 .dsmws. =�a�o W07 1 1 3016 36" 18" PIC - Header CameHiot:Reacts(s}[nay be sy ywned w h'_ trarrme w Ha g on tltis muGan w dh concealed 6 W08 1 1 3016 36" 18" PIC Z. OD m a so- L Ledg.r•Ra IrViapM�a ALL CONNECTIONS TO BE SIMPSON OR EQUAL. N w � W09 1 1 3040 36" 48" CASE O Ledger Screws,Ifcomccl ng m r m or hcada o dhc co 6—wood use SDS at mds,spices,and 1 f .�o z 0 0 0 max]2•*aci IEaeomteeleg to aNds,use 2.SF75 per stud W10 1 1 2010 24" 12" PIC 15 `J 00 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE t❑ t❑ o of Ledger Cooectio.m fF9n: Et O 12 W11 1 1 2010 24" 12" PIC Not R�rssPspvu7iru+rn Use 2xorLVL"er,rmhrighttumatcbraRas.Apptyledgexarrwd CONNECTIONS AS WELLAS FROM TRUSS OR RAFTER TO BEAM . W wo W 12 1 1 2010 24" 12" PIC N o shrathmg.Use hang-.hang r�oa kdg . w�a Z Z CONNECTIONS. W 13 1 1 2020 24" 24" CASE HEADER LESS THAN 5' Pmn al Rq(ier yr 7nrss Top Cho+u: Ledges may br top dio dof]ast urns a mfla.Ledge W be O a a o X.o W 14 1 1 3040 36" 48" CASE I pFacra o rr wall shcethog rr w o rr 3fv.w 1­Pv,p,r rdrrnlor:At top dmvov tncss,use contiu im _x bl-kilg beawern truss tops naked a�o,z W 15 1 1 3060 36" 72" YES CASE mroo�„an shea mug.snia bit kmg.at ho an d s ypa t n onn let-in ledge per ahv x,o J Z o z°o (1)KING STUD FROM a w w-,t W 16 1 1 3660 42" 72" FIX CASE a TOP PLATE TO hen@a Iv wid bac}�g. v>d Z m 2 W 17 1 1 3060 36" 72" CASE I (1)TRIMMER BOTTOM PLATE Roof Diaphmpr.Cmmcct rod dnjAff gmto ledger orblocloiog with gdritg sbedc m sc s at 3"OC. l m¢o O W 18 1 1 4040 48" 48" PIC (2)KING STUDS (1)TRIMMER Z Z o a Z Sl L Led Derk J.i u m R1m. vi o W 19 1 1 4040 48" 48" PIC L FROM TOP PLATE TO Ecr r.Use men,2a,PT n az kast m un. 7 Z.v v» W20 1 1 4040 48" 48" PIC 3 20H's 96" BOTTOM PLATE i - L z ( ) @ fD Cp k Ledger Co i-Cot a to rim.th 2,SDS.Led;.L❑K atmax,24'OC and uuhia 3'of eoffi o o O w w 12 W21 1 1 4040 48" 48" PIC sos �ageL❑xm x oftmgrhae essuyk snpeveeaoan ore,. z w U 0 0 W22 1 1 4066 48" 78" PIC anist ca.nertin.:c®cct jo stm liege with ga hangs,an hoes surd"rh gal Dads rr sarws pa a w LL W08 3016 PIC W07 3016 PIC W06 3016 PIC rnaerren ,-m -,._ Z W23 1 1 4066 48" 78" PIC m rn F° 2' „ " n " n Doom -6 3'-0 4'-0 3'-0 4'-0 3'-0 2'-6" 82 L Led er-C ourre a atrarhnenf W24 1 1 4066 48" 78" PIC Ge.eral The following assumes steadardhangcs sn d ed w.Ledg..]f joise ere stpaparedby top 2 4 CD Z W25 1 1 4066 48" 78" PIC 5'-0" 22'-0" sonar hangs: mud i ands"a daph agm °nerd er s rrwra aar�dy mud>L ledgers o"m a W26 1 1 4066 48" 78" PIC ore ess� Z a Z, W27 1 1 3060 36" 72" YES CASE 3 Ledger tine mm.,2s PT ledger a<leas as m az jo t.Fw nc et app]icatm ns mavusr men,1.5'x joist g o W28 1 1 3060 36" 72" FIX CASE 27'-0" A9 height LSL w LVL n ih moisture harrier between ledge!Aid couorete PLAN AREAS z WINDOW W/3" POST HEADER MORE THAN 5' Co. Ux58'themetr m�,;'eyed-2,TitenHDm we-set lb.k&sp ittgb&w. W29 1 1 3060 36" 72" FIX CASE daanre kom can ed ne orhah tv topes b-0t of kdga=275" lasts pamn"I use 36"max spacing,slang ,and wtihm 8"of spice and cods,wih 3'x-25 washer. W31 1 1 2660 36" 72" CASE rs"�''"�ese24'amspoling.w9gered,md�n'•efiplim=dewb,.ft3•x,25 •o y 'tom MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL W31 1 1 2660 30" 72" CASE W32 1 1 2660 30" 72" CASE Jaisr rn.nr ra, cart p st a Ie rx k w slanda d '1� W33 1 1 2010 24" 12" PIC 92 FS Footos.5tnp or Pad nitl Pon M aH or Post ead Beau Support W34 1 1 2010 24" 12" PIC - Alt] sir,rF,",r"g rhPoo!Rall=GusnipfootigandpanywaIlperbebw BASEMENT 964 SQ.FT. INITIAL: Alt 2-strip Footing With Posr ead Elea.:Use mipfootiug and you alydbe-pc below. % W35 1 1 2010 24" 12" PIC Alt 3�Pad Footings with Post and Seam:Usepad 5ootirigs and poll and twam per hdvu•. W36 1 1 3016 36" 18" PIC HEADER MORE THAN 5' SteipF-kn!T:sane..lfi'nidcx6'aico fwmg.Foomgtoodendl2"maheynnd3astpost PAGE #' eobg W37 1 1 3016 36" 18" PIC ar and of Porn wag,typ. f TOTAL LIVING AREA: 2,981 SQ.FT o4°R �off� CONCEAL FLANGE - Lwrgimorual R:bnv:•Usc2.4c kisl,,,,.,�3'fo boovm �' 'V y `e`{ W38 1 0 3660 36" 72" CASE HANGER EA.SIDE S !l J (2)KING STUDS Pei.-SFall:Use 2x9 studs at 2a'max spacilg aka#double top plate and s.iglr PT mud sm.Also use posts w Y W39 1 0 3660 42" 72" FIX CASE FROM TOP PLATE TO 1 Stu point loads abrnr pa plea.Pone ma0nrrdmt be sheathed(not a sheer a�a1LJ Studs Deed not]me np W40 1 0 3060 36" 72" YES CASE BOTTOM PLATE wkb i" � GARAGE 843 .FT. � W41 1 0 3060 36" 72" CASE (2)KING STUDS (1)TRIMMER - Com-f rnr dv8 mfoodng with t 2"wet set w Than HID anchor hots at;2'max spwingww 3'mm 12/23/22 FROM TOP PLATE TO rm6c,dm m cwcrrtr.Or usrpowdn-t d dpv.pn Standard St-tual Sp ,cations heir.a 36' W42 1 0 4060 48" 72" FIX CASE BOTTOM PLATE W43 1 0 4060 48" 721. FIX CASE Post and Reese:Use$xJ pose at 5'=4-itgandatpout]ead bratrw per plan w;ffi standard ski V34r 24 ENTRY 110 S Q.F T. N o 9 W44 1 0 3060 36" 72" YES CASE hardware tap ana t>�m.seam.nse.i�,axlo. PA( �. C O R � W45 1 0 3060 36" 1721. CASE sea c��•�i r6 = x wm2 3 k�mens j To FIELDnyseR W46 1 0 3660 42" 72" FIX CASE - ��` �� �5E' � COVERED DECK 381 SQ.FT. W47 1 0 3060 36" 72" YES CASE 93 FP F-tvg,Pad ^^W48 1 2 3016 36" 18" YES PIC p Use i.•2•t'.r=g"tat l� � 11 of 19 km W49 1 2 13016 36" 18 YES PIC � -r e . OPEN DECK 232 SQ.FT. " - � ��5 �cLY poucd mv¢o)alicaiy. W50 1 2 13016 36" 18" YES PIC - srba.:uu3, earpw yffr bonwm A9 �A9,)' GENERAL NOTES DESIGNED BY: J. STERLING N ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. N DRAFTED BY: o ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. J. BASS N VERIFY HEADER HEIGHTS WITH SUPER. T-0" 2'-0" 10'-4" 16-11" 20'-101/2" 3 20'-01/2" 5 2'-9" 3 `{�z'-o" 2 X 12 FASCIA A6 0'-9" 2 X 12 FASCIA A6 ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 1/411 = 1' U.N.O. a o'9° A6 M o LL 2 X 12 FASCIA 58B N0,9„ N 58B N ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED DATE o o� DROP END TRUSS LU rn17 OTHERWISE. -- - — _ _ _ 12-23-2022 4 � 5.5x12GLB-EXPOSED o �7p 2 �gM 2 -��Q 5.5x12GLB-EXPOSED 73P PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER a VENTILATION NOTCH AIR BAFFLE W/1"GAP m ro .o A6 a o ♦ TOP @ 109 1/8"" TOP @ 109 1/8"" o 0 2X12FASCIA N LLO gm w 2X12FASCIA o N m �: 1 DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR STANDING SEAM METAL ROOF MANU.TRUSS C? x a A6 _ LOCATIONS. N o � N J wo 0 7/16"SHEATHING 1:12♦ m FRAMING NOTES OUTLOOKER - - - - - - - - DROP END TRUSS _ I� 80L nJ 2 X 12 FASCIA VENTED SOFFIT 2X NAILER BLOCK REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. STRP VENT HARDIISOFFIT j I (I COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF PER PLAN a MANUF.TRUSSES 24"O.C. ��Pco �1P FOUNDATION/SLAB/JOISTS BLOCKOUTS. N o. I STANDING SEAM METAL ROOF SIDING PER PLAN/ N �M 11RD ROOF DIAPHRAGM Z FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 2X SOFFIT BACKING w v a 2 SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT X DROP END TRUSS N ¢w 10'-4" z o 1:12♦ C7 w w w O A6 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL - METAL FLASHING T&G CEILINGJ a x 4 I Q Z 0 4 (� PRIOR TO THE FABRICATION AND INSTALLATION. 3 EXPOSED ROOF BEAM CD 2 A6 N N N w w N W N N N O A6 W 5.5 X 12 GLULAM A6 Z Uj Z c2— o ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED N r r r m r Z T r rJ) O a . o Q J p �� BY MANUFACTURER N' ry� O VOA w� o 5 ROOF EAVE DETAIL @ DROP GABLE TRUSS 1:12 J m Q 1:12♦ w FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE SCALE: 1/2=1' w N � = a= AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE 1 LU o cn LU Q 1 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 3 — — A8 0 - — — — — — — — — — w m o So'01/2° z'o" A8 N co X' — — — — — — — — OSB OR EQUAL. E. U o 02 BUILDING SECTION'11' (p o Q �� m tZ-0'­�� 3'0" O � CO 0Ew0 0 Q °' o a I- O PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Z rilliffN C: w = = _ = 60 z o LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TONow w Lou 5 Q = z � FLOOR HOLDOWN LOCATIONS. e ♦1:12 ' 2o VENTILATION NOTCH AIR BAFFLE W/1"GAP Z) Q 1'-3" = 0'-5" LU PLATE @ 168" (n o 2'-0" 2'-0" PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING PLATE@9-7/8"" HEEL@12" 1:12♦ LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. STANDING SEAM METAL ROOF MANU.TRUSS I- O - E CO� HEEL @ 69-7/8" 2 X 10 7/16"SHEATHING R-38 INSULATION Z o I 31 B CEILING TRANSITION = BEARING WALL Q - 0 BEARING WALL U OUTLOOKER Q z — — — = 71 P ALL NNECTI N T BE IMP N R E UAL. Li X_ -_ >>� H 5.5 x 13.5 GLB-EXPOSED 1P v j� c) 11'-4 1/2" - -TOP @ 109 1/8"" o X 2 X 12 FASCIA VENTED 13'-7 1/2" — — — 80L iv J N INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE IL SOFFIT 2X NAILER BLOCK ��� CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM LL 2X6 WALL 2 X 12 FASCIA Z STRIP VENT 2 N 2 SnucmintCnuoars CoorrlghFCoaslrucfiouCnlc,larfCCII OVER BUILD FOR Q [;.a seal: .o,:�.v-.°.d�La pz wau hJdh� nd5�d:d Sa.m�Sp> 5a® E HARDI SOFFIT i ♦112 A6 A6 w PER PLAN SIDING TRANSITION N 60 o P� P°r.� L,.r..n..an. p 70 P I I, s7,.�a1 n. Tb. and .- . �,�a ."- -w. U 1:12♦ ]] 1x..fa.Pk.a� / a co • Fnoi.g:Trvssn«.ltcs..4-oc,max. 2X DRYWALL BACKING � L) MANUF.TRUSSES 24"O.C. I �2, �� mv►..¢:=per anew,«I-; dsrcc� 0 DROP END TRUSS 5/8"SHEETROCK a �' STANDING SEAM METAL ROOF w Fnw.¢Cw.arq°.ai9gport: }' SIDING PER PLAN " q d, a w n a:,:,,�r�a,o,+,� r•rem,,n ,hr�.5d'a„e_t p4,A N V �M Q 11RDROOFDIAPHRAGM V d° - �w !'r,�vnrsayswrRerror.tiohm, useH.'SA,uL530wh xes.xrmlar,typ. L 1/2"SHEETROCK w� a= sheatbi.p:' unn-.0 M.stagmjc�spunc,Caw N +� 2 X 6 WALL l- X `� �{�4'-0° 00 R-21 INSULATION �w TRUSSES HANG o- - N N N N N Naiiiag;seeartd aer5.lrsaa a x FROM BEAM �� s: tx k119. a9o,n,hmm.rffia x. C d e Sloe` :Notre exc bera'cea roues«utters et tlatir Q p xm r r 7 r r d r L2 Fn Flea,oaphrapr V 7M ° Ske dd.p:With joiY at 24'«19.2.OC.nu min,24 oc ramq APA Stand-I-Floor,ahrr 3'4•species 0 � 2) gwy I,or T B'4p wri goup 4.My he 058 or ph—& �/� — ? a - - &teatti.p:Wih joetl a[16'OC,we aia,16 oc raced APA Sara-I-Floor,ma,19+32•ItIf1L]6e]' LL. w N) ROOF EAVE DETAIL DROP GABLE TRUSS BUILDING SECTION 2< as ATriCACCESe fl5H.rpyvoodGoodf«2d3parTL 136odea lY M 4 @ N 13'-71/2" m 2X6 OVER FRAME a `� Sk tki.¢U-2 C-II-Iacs3D6.2.1(1) Z W W -0 SCALE: 1/2=1' r 2 X 12 FASCIA `3 6xa �nm entr umd mn ate. th�k.gdmaereaa auppe u. 1p > ~/ IC..I-..y:G6.e,®dr°�ae,.dz Sd �krm7.ra,�w:�6•adgg l4•fdi LL Q Q L.L I (6 58 B e A6 .° as x and e� bay... W U elf M 13 PO info w°.d a decking pa avch mm and dms:3 4'>c 3 S'. Z O Z lI 71P >> �� o.rkiarAmb...Fu,rde ¢Kra.,k mmar �.mt-c iw°s�¢saa . _ J Q pp N o S.5x12 GLB-EXPOSED Li 1 <? rrwa per aKk nova Pers ¢a..b Ar00 d k�¢�Y ea,ceo er vyl a.rrfr:¢me.6x Blar - ;not rc rxc ar b— m C'4 Q 11 co — — — — — — —:-J t-- - - -TOP @ 109 1/8" a W­I ttrrw�s Prr wkra rnd STANDING SEAM METAL ROOF DROP END TRUSS Q p Z = � LLI 7;q 7/16"SHEATHING 1 2 BEARING WALL 00 DROP END I q a ® is FF Floar.ro-Flo.r ll.ro.■ HEEL VARIES b rn O M arm.Capao t}:Gaaod for 1101 b tcavoa MANUF.TRUSS co GIRDER TRUSS CV 2X12FASCIA Strap:luCS]6.xrcastrapeppNedmao dcdwel6athgg.Aaahtamd,Ixsmdroedop 1 6'0" 5'4" 11'-2" abo<..dh.le��;arL.sa�Fawdhac Cahn...sa d ]Fsnap fens o.hrader or beambclou,Dada 6eaac«`"--aad crap eronodbou.ma'oe«5aary. Q R 2'-°" l' strWLr Vtk Usti;ui tocaauppe mdmw� mkds.Vtl.baWkogeh=2s•+aep&&fie m 2X12FASCIA u wa¢brarsJt th-onabra°tim..oW5 -2•. ♦1:12 zz-6° A6 1,ED H.la`-. 2 X 12 U CV 1l All 1-H.Idntra,-E.&t ddra&map T)pe FASCIA 2 X 10 a OUTLOOKER 11'-z" 14'-6" r X A6 °�-9" �A;TJy d arm;°�;.�i,.,2 L'l'�pn� x S _4 TRIP VENT N Headers Ah2-H•ki--Boll T3T. r� Default header material is Da Fir No 2 or better H.kk-:u.HD112 hh 6,SDS.1mg ®,a2.,4a.a yea per p1m. VENTED BLOCK ATT�A� Es5 La kor l3aa:If wa se,so-e8 dhve e<55THa�tre.d rvBh ENCLOSED SOFFIT zx headers mustbein(all orientationvothnai2xnaiedatbottomin"L"eoniiguration [--*-PER PLAN INDICATES 168"CEILING @ GREAT ROOM Default Trimmer,use 1,2x;or2pH or 21H use I_UC:larger header use HUG or HUCQ.UN4 �" "1e F°" "a`"d`�`° `"`°°"""`t"°k° O w �/ C'�I 11 >[ .[.Nw y ` V innnnAmn Default King Stud,opening 6-feet W de and less Ise 1,full height stud each end(plate to plate) Ge.er.l:mr ea a 5pe ara ma:dra rc oa-or-pmr w oa moos t m ma,aao be u ed a a i p a eLL Default King Stud,opening wider than 6-feet use 2,full height studs each end(plate to plate.) kn&Wds it.bscama° Z Q 00 - INDICATES 108"CEILING ALL OTHER ROOMS x1�►a.:LSaffi,2,2xe,ao.e..°.Sbo�mpaormmpy»e. @ Trimmer,eacl wad FZ g Sfrd,each Header cv..eeri..:Header(s)may be mppcetcd wBh 2x Amer«hmg m Us m&m with c eakd Caugut Nis,15C Alt 1 min.nse Aft 2 win.,use (jf blank vse ddzA and(d6lank use bcadcr tabk. ♦1:12 aheve.) 8dfaaft at�a4 r.) 8 u ►1.ba. Q R-38 INSULATION INDICATES OVER FRAMING ROOF fie.eral:Thcscarcepec iedori&tornstn¢-ot-plauwind6-hbmmag.Lsobeusrdtare5i io-pLwc ib @ 20H 2x6,"L"confi 4x6 9 kauel bads d so bdicated m caL•ulednt<.. UJI 5/8"SHEETROCK 21H 2x10,'L"corThg 2-2x8 4x8 Mml&.'Lsrnma, 1.'50kU15.r Aauou-bottoniOketokpplatr. Z ' t ' 1/2"SHEETROCK oM p 22H sx8 2 T.paadBohee€omerriarC.metuoppaemdbohmupaeo� ,LSSOa.da ex•s. W_ W Header C...ettia.:Hradn"(v)ua.•be.4V-ed uth 2x ai—°.Lang m a:s mule.wah r°ncrakd U 23H 5-5x13.9 lulam 3 �w uhk J Q U) w O a se L Ldger-HooiD.pkr.w 2 X 6 WALL N �w ono " UPPER LEVEL WALLS & ROOF FRAMING Seams L.d¢,.5<r..,,If.--tvn, i.-6-da..t —ti .�. A.—SIDS md• ph.-nod U � w w - J Q ¢ it Default sawn material is Doug Fir No 2 or better. .�I2•v" lirwms ".vends,-2,sns Pa oa d= N � w N ^ L.dg.r C'o...crio.m3V'.11: M LU D_ N -ROOF DIAPHRAGM I S 11 R D TYP. Default glulam(g1},LVL,PSL materials-see Standard Structural Specs herein.Oefauk LSL is 1 5E, N rn d � , RaJlvr Pnyna�dr.+rv-I:.:x.r LM7.Indrr W. �rrn maxhrarhs Apply kdgc arc x�aa I W 2 Q X 2,300 psi,men Fib. C¢c b w_m hma rdtae..i�r Y 1 g p N -TRUSSES & LAYOUT PER PLAN, U.N.O. Default waIIconnection.3"bearing in pocket oron plate with min.,2studsbelow- Prm,tk+ArOworTua;Top C4v& Ledww%br1opthuddlWUm«ritesLedawhe r , 3 2 X 10 TRUSS TAIL DETAIL � w LL Default LCE,ACE,EPCZ ECCG7,arsimilar O.M-ny,pr, Atmpar�mon,,ureoa�..:zxtl.>m¢ ewhn�,�p5 adra U v O � LU o -INTERIOR BEARING WALLS INDICATED W/ RED DASH LINE O U o Qo, ♦1:12 Default corner post connection with entered beams over:LCE4,LCE4Z,or RTC"- ­0 d-thing tos.Brib.kkg.Atban aord sWPMmmo�umkx--mkdgcr pn.baar,or w SCALE: 1/2=1' -EXTERIOR PONY WALLS AT ROOF POP-UPS ARE 1 PW TYP. Default mid-post connection:LPCZ,PCZ,CCO,or similar. hmgr oso bazk�g Q Z ! lroeroiayhra�:coo.ert a.raapsffa�mxa�«bad.gavhad i.g amk« 5a3 oc. 2 z X 3 -LEDGERS AT LOWER ROOF TO UPPER ROOF ARE 80L TYP. Default beam to conic wall:HGUMhangerwith5/8x4TitenHD,orGLBwet-set beam seat. O Z Q Z a 81 L LM gar-nerLdoistaa Ri.,. A6 g Q A6 Default beam to beam connection Hanger HU,HUC,HUCq or similar. Bear on top,2,HGA10 Leaps,L at 2 PT a�e#ka ��¢r5;�. � i� -FIREPLACE & CHIMNEY PER PLAN AND CODE. Cnanectur(dbIw& Udp,C,..rr wa:Comeotm anwds 2,5D5 x Lrd¢WL0K.1—.,24.4C md,-d.i d.& � A , W Callont min'ass Alt 1 ruin.,use Aft I fur.,use Notes ^ `V usr default ahweJ and spices. I..L R 30B 5.SO 0.5 SDSa LedpLOKrcleof hem .exs myfn 5a pmeiad..m m. /'S1 g 'Ti.,C...edi-C.—jai.to ME.nth gab hinge•al hdn 9ned'id' aadt a exxs pa V J m 318 5.5x13.5 gl STANDING SEAM METAL ROOF ����� M 32B 4x8 s: L Lcd¢vs C'a....r.AmcLn..d C...ral the l.n°xms a.: sst:ndai h:. aa. .m.kdg...ffj.lm:`ram d6rmp 7/16"SHEATHING 406 3.5a12PTgf 5.5x10.5PTg1 HUCorHUCq •°°�dd.�e -=�• m•�W� e °��,•��g=b 12 Use min.,5.5x10.5 PT glulam,-23'long Top of beam tote flush with top of joists.Bear on full AIR BAFFLE W/1"GAP 1 MANUF.TRUSS '+1:12 416 width plywood shim as necessary.Connect to perpendicular top plate or beam with A44 8 910 LSL«Lc1 wd.s rnrrda nbmrmlr�raaaco.,ne Ca�ertrw:[:w S•8'd tx*t x min 4- t t oflna,rare[{D or veer-xt bon at spaciap bdm..tat screws,each side.Connect to post with standard post cap hardware. diwa.erEomccuMoc arbds co coy«twrccm�xdgtr Iotz pardd nse 3T max spacing,st4M d and wilm 8•d gA,-and eads,wih 3'x 25-1- R-38 INSULATION 42B Same as 41B except at exterior post connector use CCTO.And place on top oflower wall top of spa Pend miar,ue 4max 9pazep apse cd manvhas asyrce and md..7h3 s.25 HEEL VARIES DROP END Daher. plate and connect with 6"SDS�max.,18"up through double lop plate. waist co..ertia.:coronet'Dist a ka.er nth 5m.dara 92 Fs. Footing,Stnp or Fad.ith Pon.Mill ar Past and Beau S.ppert Z� ALUM. DRIP EDGE -- — — GIRDER TRUSS url-srapFe.wgxit],Is-"rcau:c: 5*f, ri.g and pon-wApebrlow•. 7 a �a 71 P Use min.,5.5x10.5 PT glulam,-25'long.Top of beam tote flush with top of joists.Bear on full nit -sin y F.or rip xNh Pos,and Heave:tiu se piooh g andpo landixampe e rive•. ` Z.o o 1 GUTTER — — — — 71 P d36 width plywood shim as necessary.Conned to perpendicular top plate or beam with A44&#10 4113-Pad Fea:i.g,xkh Pos,sad Heap_c sepaa tunings aria Para and bramp.brbw•. z z a U 2 X 10 TAIL o screws,each sitde,or LTP4.Bear on parallel wall top plate and connect with$"SOS at 18' sin p Feorug:L«• 16 H as a 6 art°emu e.F°amsa rx '..a.bey°°a antra. °'.o 2 X 12 FASCIA - max.,up through top plate into bottom of beam.Bear on tap of 73P and connect with CCq. .r P°° "s N - c..,girrrarr.fxaa.r"ura 2.0..-M..-�. s-L.a,�. o STRIP VENT i� VENTED P..rRw¢caeaxd..has4 ma p.�g„sham�r.ppa°�e�rprm.aatn,..ep.,4 ¢a°-w 446 Same as43B except-23'long. >ap.:vet.adr�,�apard�pm.,"an.�e�narhrrL�hra{..ra,n.a<nag7s�>�ra..ter.p A Zwo w 2X12FASCIA wR, i.e II..,` QFZZ� BLOCK 4 45B 5.5x13.5PTgi HUCQto73P ca,,ar,.„d,:n .gig nt+r a:asr+..fm�lro bd4 c .a �n3' ��Q�° ENCLOSED SOFFIT 5/8"SHEETROCK 4 A6 4trim mb�nrm;nse.owaep.w��- ..eaprrsmarasawar.sPea�.mnrr��3a m PER PLANoil okay to trimhndseoft55"wide 1/2"SHEETROCK A6 A6 d66 7x11.8 PSL mince n ~ n 5DB 1.5 x11.8 LVL or LSL h. -.,tops..:bot 4xat,, ss max 4.1Q. ariamp°.n3oaal.anm5p«pka,Awn5wara hares.aeropa.abouamBea� e�,4xio. v oX=za R21 INSULATION 2X6 WALL U) Q Pad FoeU.g:At each post use an.l6'squ 6•td xvh 4 each way 3.5m bottom. ZwUn�� N ¢ ? N X . 51B 2,1.7x11.8 LVL 3.5x11.8 PSL Joist Coo ectios.Ca..retjois,abeam«tappleteperjoi nmwf -recommenaade.md'oc Z =F�o z a 526 2,1.7x11.8 LVL 3.5x11.8 PSL s°aemo�am. N'z w o U N CV N z w (V 43 FP Footing,Pad N�-=a HO��� w � 53B 5.5x1 0.5 gl Food.p:IIsrmia,2d'Sgo.ra x 8'nl w F�w rr N a �- T_ p N 5dB 4x 10 � aug b<a tow pa rra.yh don«bow S an.xr my.�da�b he i r W a a O MAPLE. CAL EAVE DETAIL ° FP support Upsidedown hanger to Rehar Lrsr 3,=i a a• 3'fi h.hmv 4¢0 0 204 ♦ + ♦ 55B 1.7X11,8 LVL � o � o 466 s3 s slat.ti c aaa z w o° 1/2"- 1' snug.de:tin.ncmal6nAflbv tazki �xd 93°ordazc�acv°.Iaomom• a tf o z 566 1.7x11.6 LVL •,boon at�nnawa au.�L«l.ad>n wga°re.1>tt�.,°„� ZOzwO MANUF.TRUSSES 24"O.C. t,nS61,C.....ti..toCa n.11-Dx �.°m.ndha.a.=anon"A'be"­6-.tb. � ¢�'ma STANDING SEAM METAL ROOF 57B 2,1.7x11.8 LVL 3.5x11 8 PSL rn.. A� W.o z N 2 58B 5.5x12 PT I Uad".h 1.nJ.,on:eta,"«e xis a Fss�a .n ern mi,z�Pd a e d r ra.�n oaQ Job o�a°z° 11 RD ROOF DIAPHRAGM g If.ata Pm ararid-a r-c-l.o....�ena:5rrr«m.des°.n � z z o a? _ Joists and Rrrflers "ylah Thirk.esx:l:u 4-mhr\SnF atirkrn ared¢as and use rAitianl cw�uaasrebx mdtckr.d Z.U z�� PLATE @ 109 1/8" Default rafter or deck joist to beam connection is conl or skip blocking and H2.5A,or H1,or A34 n 0°"d 0 tw`°*rd HEEL @ 12° with SLrewiS. Romforcemoo:Use soy dttx fowk wr 0 0 o U U rcb.et 24'OC,each way,cca[ered m slab. co d F z z Framed roof overhangs,eaves,outriggers,etc_use IRC•compliant construction. ueLta w:erab ie,m,ui.9.6 x6 ca ca),c a ea m aab.spke5 arrlap g a X o 0 MANUF.TRUSS b o Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated(PT)11 1 11 mu.arrba ma,s ro5.per oink yard. z 8 z a° 2 X 12 FASCIA Central Joint.:Maxu rvmrtcommmded pa mg=6 oC,taahwmy.This a a m.-b anal vet.,and o z o- STANDING SEAM METAL ROOF maybt�dot, b.•ox,:tror-ktratralcisgtt12 a}�z Default sawn face mount hanger is U,LU,LUS,or if sloped rafter use LRUZ. 3- a„ ,s. 2 a co° 5'-0" 22'-Ott ,pas sgr a. a ma.P a s.•apo .ter noon . « top.�h z aria-w to al 1 2 u,- 7/16"SHEATHING °'9"� 0'-9" Oefa ult sawn top flange hanger is J BA,LB,BA,or B(welded app,use LB,BA,or B] fro soon..•he a«ma.edM•ow u r a rhiesord a< ern o°o AIR BAFFLE W/1"GAP 1 27'-0 2 Any national I Joist brand,equal ar stronger er may be substituted go A6IJoist roof overhangs,extens4ons,outriggers,and cantilevers shall per per manufacturer's PLAN AREAS HURRICANE TIE A9 recommendations. Default I-]Dist face mount hanger is[US ar MIV _ - - Default l-joist top flange hanger is ITS,HIT,ofMrT o WAS ��'t� MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL ALUM. DRIP EDGE _ _ _ - - - GUTTER 2 X 10 TAIL - - - - CaBoat Nha.,aw Alt 1 trio.,nse .Lit 2 fin.,use us�dd���) Notes � 60J 11.8 BCI 6000 upside down hanger to 46B x BASEMENT 964 S Q.F T. INITIAL: 2X12FASCIA T&GCEILING 611 2x6PT@16" 2x8PT@16" �� PAGE #• �� Default material is Doug Fir No2orbetter. TOTAL LIVING AREA: 2 981 SQ.FT 4pRCObgCO STRIP VENT EXPOSED ROOF BEAM Default bottom connection on plate:2,A34 with TECO orscrews,or4,16dface nails. Default bottom connection on beam:2,A34 with TECO or screws,or PCZ. ENCLOSED SOFFIT Default bottom connection on concrete:PB,orAB,orABU.orABW,orCBSQ GARAGE 843 SQ.FT. G PER PLAN Altemate bottom connection on concrete:95 rebar or 518"all-thread.epoxy 6"min.into post bits, 12/23/22 � and 6"min..embed m cane.Conc embed may be wet set or epoxy. Coroertor(dbLmk s i V3�W 24 ENTRY 110 S Q.F T. N �' •' Caltout ]fin.,nse Art 1 min.,use AIt 2 min.,use rue default_aboc ) .Loren � �O R �� 2 X 10 TRUSS TAIL @BEAM DETAIL 71P 3-2x4 2-2x8 4x6 PA( '1r 1 70P 2-2x4 4x4 � SQL COVERED DECK 381 SQ. 'bx1ELo SCALE: 1/2=1' 73P 6x6PT 55x5.5PTglulam ��U1i. QL1GZgIL 72P �2x6 6x6 4.2x4 12 of 19 74P &BPT -I,-F_e�ks e'NL'-y . OPEN DECK 232 SQ.FT. 75P 40 PT ASSEMBLIES AND FINISHES DESIGNED BY: NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR J. STERLING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAX BUILDING HT. PER 68' ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DEVELOPMENT HT. RESTRICTION4 - STANDING SEAM METAL ROOFING DRAFTED BY: N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 VENTED RIDGE OR ROOF TO WALL VENT co OVERALL 466.87' 1 - ROOF SHEATHING PER STRCTRL. J. BASS N BUILDING HT. m - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. E - MFR. TRUSSES 24" O.C. lQuinonjoulnon 2 - HEELS PER PLAN � 12 - R-38 INSULATION 1/4" = 1' U.N.O. a L - 5/8" GWB CEILING DATE o - - GREAT ROOM - - - - - - - - - - - 12 GREAT ROOM H 1 UPPER WINDOW HEADERS Z 4 1 - CEDAR LAP AT ENTRY. 2-23-2022 UPPER PLATE HT. a ROOM -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5nam / 4 oannoon noon In nnn - CONTINUOUS ALUMINUM GUTTER _ _ onnnonon2 ❑ - 2 X 12 ALL FASCIA WATER MASTER BATH MASTER BED J� �' 11 DINING 5 MAIN FL. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PLATE HT. CLOSET - - + 1 NOTE:VERIFYALL HEADER -T&G @EXTERIOR DECK/PORCH CEILINGS IL I TYR WINDOW HEADERS o HEIGHTS WITH SUPERVISOR N -VENTED HARDI SOFFITS @OVERHANGS N M (V 9 1 O o - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. 14 9 N - PRIMED SPRUCE INSIDE CORNERS q 7, ❑ -X METAL OUTSIDE CORNERS `° VERIFY FENESTRATION TRIM U) 3 I 1 9 Q) - FIBER CEMENT PANEL SIDING - PRIMED SPRUCE INSIDE CORNERS 44g' -X METAL OUTSIDE CORNERS ° 12 5/8"FLOOR SYSTEM -- - - - - - - - - - - - - - PLATE HT. -VERIFY FENESTRATION TRIM70 -- - - - - - - - - - - -CRAWLSPACE BEDROOM 1 REC ROOM CLOSET BEDROOM 2 _ _ - RIBBED METAL SIDING (VERTICAL) TYP.WINDOW HEADERS NOTE:VERIFYALL HEADER -VERIFY INSIDE CORNERS " HEIGHTS WITH SUPERVISOR ® -VERIFY FENESTRATION TRIM Z 9 00 - 2X6 WALL FRAMING AT EXT. WALLS Z 8 e 10 10 10 10 00 - 9 - R-21 INSULATION @ COND. WALLS °' ❑ - 1/2" GWB INTERIOR FINISH L k - SIDING PER ELEVATION E U -TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING - 1/2" GWB FINISH N 1 O -VERIFY STRUCTURAL PER PLAN AVG. 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-U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=Ul=U1=U1 U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1= U1=U1=U1=U1=U1=ll1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1=U1 BUILDING SECTION 1 W U � MAX BUILDING HT. PER 468' z Q DEVELOPMENT HT. RESTRICTION 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o W N - - — — — — — - - — — — - - — — — - - 7n - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OVERALL 1 BUILDING HT.�466.87'� z Q n/ 00 < cy) ~ U) LLJ LL Q Z 3j 12 w W V - - - - — - - - - — - - - —i � 0 cn © 12 GREAT ROOM UPPER WINDOW HEADERS U � w 4 1 UPPER PLATE HT. 5 4 GREAT ROOM U f , O nnnonnn2 1 1 2 1W loll DUI Ll)l1l)l1l Jl1lJ(!!J(�l(1l1l�1 11 'l - - - - - - - 2 - - 2 5 - - IL MAIN FL. __3 LL 10- - - - - - - - -MUD 10 10 - - - - - - - - - - - - - PLATE H NOTE:VERIFY ALL HEADER T. 0 00 z LAUNDRY ROOM GREAT - POWDER KITCHEN PANTRY TYP.WINDOW HEADERS N Q o HEIGHTS WITH SUPERVISOR ROOM ROOM N M co N f co - T 3 0 0 N co N 9 9 o ap N I - - - - -- - - - - - - - - - - - - - - - - -14 - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - MAIN FLOOR 44g' � - - - - - - - - - o°w< 12 5/8"FLOOR SYSTEM z W _° _u;uuojuow _ _ _ _ _ � u��� - 1 ¢aogm -II�II�II�II�II�II�II�II�II�II�II�II�II�II�II�II�II�II �II O zw00w ® - - - - - -- - - - �azzr �a� o av TYP.WINDOW HEADERS NOTE:VERIFYALL HEADER N N a m HEIGHTS WITH SUPERVISOR a =N �w U Zawwa Oxxza zwUU'� CRAWLSPACE STAIRWAY HALL CRAWLSPACE 3w�FZ =��oo b0 W o=8 -< O � NOz=¢ z.�r"I w�ww0 w3azz I NMI ILI I 121 c< o 11=I I I=III ° �Zz =I =1I 1=1I a a.0 o r Z 1=I I I=I I I=I I I1 o o z o 0 11=III=III=III=11 g g O W o m a III=III=III=III N o Z D 2 III=111=111=111=11 -1 AVG.ORG. z o 3 3 2, wx-w� III=III=III=III =111- 440 Z Z Z II1=111=111=111=11 I=1111=111- GRADE a- I =1111=1I 1=1I l I 1=111=111=111=1I 2.Z>j III=III=III=III=11 -III=III=111LI IF,11 Q w o z a a - - - - - - - - - - - - - - - - - - - - - - - Ilrlltlltlit - - - - - _I11=111=11r=-11t - - 438.85 III=III=III=III=11 11=III=III=III=11 BASEMENT FLOOR °� Z Z III=I =1I IT IF, =1I 1=1I L=1I L=1I — J z W P.O Z. I 11=111=111=111=11 =1 =I =1I 1=1I 1=1I 3 N° III=III=III=III a 1=I I I=III=I I=III a m N-o III=III=III=III=11 III=III=III=III=11 PLAN AREAS z r z a -=111=11 IF, 11 1=III=III=III=III °w rzOr III=III=III=III=11 =III=III=III= I-III=III=III-I ¢o o III=III=III-III I=III=III=III=III=1 -III=III=III=III X 2 w o 111=111=111= = CRAWLSPACE =III III=111=111=111=111=111= I I I1II I I=III=III=11 °Z o m III-III- a I I=I I I=1111=1I 11=1I 1=1I 1=1I 1=1I 1=1 =1I 1=1I 1=1I 1=1I ?a z x III=III=III _ _=III=III=III=III-III III-III-III-III=III=III= 1=I I&I&I=11 MAIN FLOOR 2,017 S Q.F T. _ 11=11=11-111-111-11-11-11 III-11-111-111-I I I-11 -.III-11-11-11 r N z III-11 I-11 I-11 1- I-11 I-11 I-11 I-11 I-11 I-11 I-11 I III-11 I-11 I-11 I-11 I-11 I- -11 I-11 I-11 I-11 I-11 III-1 I I-1 I I -1 I I-1 I I = 1= I - - - 111-111-I -I _ -11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11 III-11-1 -11-11-11-11-11-11-11-11-11 I_I I_I I_III_III_III_III_III_III_III_III_III_I I_I I_I I_I I_I I_I I_I I_I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ III-11-11-11 III-11-11-11-11 BASEMENT 964SQ.FT. III-III-11 -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11_ _ _ _ _ _ _ _ �I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I I�I _ - III-III-III-III-III-III-III=11 III-III-III-III -1 -III-III-III=III=III=III=III TOTAL LIVING AREA: 2,981 SQ.FT. III=III=III=III=III=III=111=11 111-111=111 11i=TI-I 111=111=111= _ _ - -11I-11I-11I-11I-11I-11I-11I INITIAL: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =III-III-III-III-III-III-III = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _III-111-111-III-111-III-III- III=III-III_ - - - - - _ _ _ = III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III_ II-III-III-III-III-III-III-III-III-III-III-III II-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 III-III-III-III-III-III-III-III - - - - - - - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PAGE # 111=111=111=111=111=111=111=111=111=111=III-III-III-111- _ -111- - - 11=1I 1-III=111 111-111-111-III-11- - - I-III-111-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111- -III-III-III-III-III-III-III-111=111=111: III-11 I-111-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111 -111=111=111=111=111-III-III-11 co b_ _ _ _ GARAGE 843 SQ.FT. oR F I I_III_III_III_I I I_I I I_I I I_I I I_I I I_I I I_II I_ _II I_II I_II I_II I_I I I_i l_II I_II I III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_II I_II I_II I_II I_II I_II I_II I_ I_II I_II I_II I_II I_II I_II I_II I_II I I I_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_II I_II I_II I_II I_II I_II I_II I_II II I_II I_II I_II I_II I_II I_II I_II I F o III-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I=1 I mo _ -11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I=11 I-11 I-11 I-1 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11_ -III-11 I-11 I-11 I-11 I-11 I-1 - I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I_ -III-11 I-11 I-11 I-11 I-11 I-11 I-11 Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - �a 111-111-111-111-III-III-III-III=I t=III=III-III-III-III-III-III-III-III-III-III-III-III-111 III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111_ I-III-III-III-III-111 III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111 I-III-III-III-III-III-III-111 Y t III-III-III-III-III-III-III-III-III-III=III-III-III-III-111-111-111_III_111-111-III-III-111-1 _ _ _ I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11I-11I-11I-11I-11I-11I-III-III-III-III-111- - - -11I-11I-1 -111-111-111-111-111-111-111-111-111-111-111-I11-I11-I11-I11-111-111-111-111-111-111-11I-I11-I11-I11-III-111- I11-I11-I11-I11-I11-III-III-11 T 0 III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=III-III-III-III-III-III-III-III-III-III-111-111-111-111-111-III-III-III-III-III-III-III-III-III-III-III-111-1 -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111 I-III-III-III-III-III-III-111115 ENTRY 110 SQ.FT. s G III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1I 1-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-111-11_ I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III- III-III-III-III-III-III-III-11 - - - - - - - - - - - = 1=III=III=11= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IF, - - - - I -I -I -I -I -I -I -I -I -I -I -I I_I I_III-III-III-III-III-III-III-III-III-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-III-III-III-III-III-III-III-III-III-III-III-III-III-111=III-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-III-III-III-III-III-III-III-III-III-III-III-III-111_ - - -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I11-I11-I11-11 L-lLL-111-111 11 I-11 I-11 I-111-111-111-111 III-111-111-111-111-111-111-111-111-111-111-111-11I-III-III-III-III-III-III-III-III-111-111-111-111-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=111=111=111=111-III-III-III-III-111_ -111-III-III-I11-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-III-III-III-III-III-111-III-III-1 -III-III-III-III-III-III-11 III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111_ -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111- - - -III-III-III-III-III-III-III — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — COVERED DECK 381S .FT. III-III-III-III-III-III-III-III-III-III-111-I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-ill-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111- - -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 Q III-III-III-III-III-III-III-III-III-III-111 III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111 PA 9 0 III-III-III-III-III-III-III-III-III-III-III-11 III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 COR III-III-III-III-III-III-III-III-III-I I I�I I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111-ALL-lll-111-111-111-111-111-111-111-111-111-111-111�LL-lLL-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 �c III-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I=11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 � e OPEN DECK 232 S .FT. �Q FIELD III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I I III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_ III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_II 13 of 19 BUILDING SECTION 2 ASSEMBLIES AND FINISHES DESIGNED BY: MAX BUILDING HT. PER 468' DEVELOPMENT HT.RESTRICTION NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR J. STERLING ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. N 12 OVERALL 466.87- a] - STANDING SEAM METAL ROOFING DRAFTED BY: N 1 BUILDING HT. -VENTED RIDGE OR ROOF TO WALL VENT N 1 - ROOF SHEATHING PER STRCTRL. J. BASS 5 - - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. E 4 1 - MFR. TRUSSES 24" O.C. o 2 ---- _. ❑ - HEELS PER PLAN „ _ , t] _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 - R-38INSULATION 1/4 - 1 U.N.O. . - - - 5 cc - - - 1 _ GREAT ROOM - 5/8" GWB CEILING 12 12 UPPER WINDOW HEADERS DATE o LU 1 1 2 12 UPPER PLATE HT. z 1 1 @GREAT ROOM - CEDAR LAP AT ENTRY. 12-23-2022 � a 1 2 - - - - - - T7—_: 8 _ - __ _ _ 4 1OTT❑�11611 (E - - - - - - - - - - - CONTINUOUS ALUMINUM GUTTER 5 9 MASTER BED HALLWAY MUD ROOM GARAGE 2 MAIN FL. - - - - - - - - - - - - - - - - � - _ 5 - - - - - - - - - _ PLATE HT. 1�1 - 2X12ALLFASCIA - - - - - - - - - - - - 11 10 9 - - - - 1 NOTE:VERIFYALL HEADER TYP.WINDOW HEADERS o HEIGHTS WITH SUPERVISOR 11 N N -T&G @ EXTERIOR DECK/PORCH CEILINGS M N -VENTED HARDI SOFFITS @ OVERHANGS ❑7 = V N 12 � o - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. � 0) 5 N - PRIMED SPRUCE INSIDE CORNERS 2 r 10 — c� F-�] -X METAL OUTSIDE CORNERS " (D -VERIFY FENESTRATION TRIM 10 W 3 ❑ N 13 I -m5 [ � - FIBER CEMENT PANEL SIDING - - - - - - - - - - - - - - - - - a a a . e - MAIN FLOOR449� - - - - - - - - - - - 12 5/8"FLOOR SYSTEM - PRIMED SPRUCE INSIDE CORNERS - itj 1=11ij1 - - - - PLATE HT. 7 -X METAL OUTSIDE CORNERS ° - - - - - - - - - - - - - - - - - - 5 CRAWLSPACE 1111111 -11 _ _ _ ,7 70-VERIFY FENESTRATION TRIM x 1= 11I I -III IIII=III=11 TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER = �I=III=III=III=III=III=III - RIBBED METAL SIDING VERTICAL II_Ill-III-III-III=III=11 HEIGHTS WITH SUPERVISOR ) � -III=IIIEIII=III=III=III 8 -VERIFY INSIDE CORNERS 0 III=III=III-III=III=11 m n_ «- - - -_, r _r_, n t I1=1I lEl I1=111=1IlElII -VERIFY FENESTRATION TRIM ° 1= - _ - I-III-III-III-III-III-III-III-III-III=111-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=III=III=III=III=III=11 Z =I I1=1I 1=1I 1=i i 1=i i lEl l lEl l 1=111=111=111EIIIE111=111=111=111=111=111=111=111=111=111=111=111=111=1I IEI I I=l11=111=1I IEI 11=111=111Ei l I 22 `-' _=III-I II=IIIEIII=1_I1=1_I1=III=III-I_IIEIII=111=111=111=1_I1=1_I1=III=III-III=III=III=III-III=III=III=III=III-111=111=111= III=1_II=III-III-I_IIEII o - __ -IIIEIII=111E111E111-IIIEIII=111E111EIIIEIII=111E111E111=IIIEIII-111E111E111E111E111=111=111EI11=111-III= _ -IIIEIII-III-III=III - 2X6 WALL FRAMING AT EXT. WALLS e -•- -„ _III-111E111E11IEIII-111E111E111E111E111E111E111E111E111E111E111E111E11I=11I-111E111E11IEIII-III- _ _ =I11-III=IIIEIII-111E111E111E11I=11I=11 Z wl!l I ElI1=11I-II IEI11=111=11-111=111=111=111=11-111=111=11IElI-111=111=111=111=11-111=111=111=111=111=111=11I - _ -111=111=111=11IElI-111=111=11-111=111=11IElI 8 - R-21 INSULATION COND. WALLS12 Ell1=111=11IEII IEll1=111=111=111=11IEll1=111=111=111=11IEII IEll1=111=11IEll1=111=111=111=111Ell1=11I=11- - 1-III-III=IIIEIII=III=IIIEIIIEIII=111=111=111=111EIIIE11 @IIIEIII=IIIE111E111-I11=111EI11=111E111E111EIIIEI11-111E111E111EI11=111E111E111EIIIEI11-111=III=11I-1 11=111EIIIEI11111111111111EIIIEI11=111=111-III-111 - = 9 - 1/2" GWB INTERIOR FINISH k _ll1=111111EII IEll1=111111=111=111E111111111=111111E111E11111I111Ell1II I111111111Ell _-11-111_I11-111E111EIII=111E111=III=111EII IE11I=111-111- - _ I_II ❑ " e IIIEIII-IIIEIIIEIII=III=111E111-111E111EIII-111E111-111E111E111EIII=Ill=l11EIII-111E111=111E111-111E111E111E111EIII-111E111=111E111EIII-111EIIIE111-III=111E111-III-111E111 o 111E111E111E111Ell1=111=111E111Ell1=111=111=111=111Ell1=111=111=111=111EIIIEll1=111=111Ell1=111=11I -IIEIII=111=111=111EI11=111=111=111=111EI11=111=IIIEIIIEI11=111=111=111=111EIIIEII - SIDING PER ELEVATION_ IEII-111=111=111=111=111=111=1i- 111=111=11IEII IEII I=II I=111EI1I-II I=111=111=111EII I=111=111E11IEI11=111=111=1i- - =111=111=111=111=111=111=111=11IEII I=111=111=111=11IEII IEII I=111=11IEII I=111=11IEII21 IEIII=111E111E111E111E111E111E111E111E111E111E111EIII=111 Ell 1=III=111EIII Ell 1=111E111E111E111E111E111E111EIII=111 Ell IEll I=III= - -11=111=111=111=111=111=111=1IIEII1=111=111=111=1IIEII1=111=1IIEIIIEI11=1I1=1I1=1I1=1I EIIIEII -TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING III=III=III=III=III=III=III=III=III=III=III-IIIEIII=III=III=III-IIIEIIIEIII=III-IIIEIII=III=III=III-IIIEIII=III-IIIEIIIEIII=tf-III-III=III=III=III=III=III=III=III=III=III-IIIEIII=III=III=III-IIIEIIIEIII=III-IIIEIII=III-IIIEIII AVG. , „ =111EIII=III=111=111=111=111=111=111=111=111=111=111=IIIEIII=111=111EIIIEI11=111=111=111=111=111=111=111=111=111EIIIEI11=111=111=111=III=111=111=111=111=111=111=IIIEII1=111=111=111=111EI11=111=IIIEIIIEI11=111=111=111=111EIIIEII 440 - 1/2 GWB FINISH ti 111=III-III-111=111=111=111=111=111=111=111=11IEII I=111=111=111=11IEII IEII I=111=111EI11=111=111=111=11IEII I=111=11IEII IEII I=111=111=111=111=111=111=111=111=111=111=111=111=11IEII I=111=111=111=111EII IEll=II IEII IEI11=111E11IEII I GRADE 0 13 1 O -VERIFY STRUCTURAL PER PLAN I=111=111=111=111=IIIEIII=III=III=III=III=III=111=111=IIIEIII=III=111EIIIEI11=111E111E111E111E111E111E111EIII=111EIIIEIII=III=111EI11=111E111EIII=111EI11=111EIII=111EI11=111E111EIII=111EI11=III=111EIIIE I=III=111EIIIEII , - - - - - - - - - - - - - - - - - - - - - - w ttl=_11I 11 I-11 r Itltr Itt t11 tl=_11I 11 I-11 r Ifi Ilt lit t11= _ I 11 I-11 r Ifi Itr lit t11 ttl=_11I 11 I-11 r I Ifi Itr Itt tit tl=_11I 11 I-11 r I Ifi Ilt lit t11 ttl=_11I 11 I-11 r I11t _ itl=_11I BASEMENT FLOOR 438.85 III=III=III=III-IIIEIII=III=III=III=III=III=III=III-IIIEIII-III- - EIII=III=III=III-IIIEIII=III=III=III-IIIEIIIEIII=III-IIIEIII=III=III=III=III=III=III=III-IIIEIII=III=III=III-IIIEIII=III-I11En III=III-III= IEI11= J "'-III-III-111=III=III=III=III=III=III=111=111EI11=111=111=11- _ E _ _ E =III=III=111=111EIII=111=111EIIIE111=III=III=111=111EI11=III=III=III=III=III=III=III=III=111=111EI11=11=f11E111E111=111=11IE�i1I--_I11-_-nr-111� - BEAM PER STRUCTURAL 111=111=111=111=111=111=111=111=111=111=111EllIEllI- -IIIEIIIEIII=III=III=III=111EI11=III=III=III=111EIIIEIII=III=111EI11=III=III=III=III=III=III=III=IIIEIII=III=III=111=11Lft1 III=111EIIIEI11=111=111=111=111=111=11 111E111EIII=111=111=111=111=111=111=111EI11= -III=111EIIIEIII=III=111EI11=111E111EIII=111EI11=III=111EIIIEI11=111E111EIII=111EI11=111E111E111E111E111E111E111E111E11LI+1-111E111E111E111E111=111=111E111=111=111=111 - NATURAL FINISH IF EXP. III=111=111=111=111=111=111=111=111EI - _ IEIII=111=111EIIIEI11=111E111EIII=111EI11=111E111EIII=111EIIIEIII=III=111EI11=111E111EIII=111=111=111=111=111EI11=111=1ft III=111EI11=III=111EIIIEI11=111=111=111=111=111=11 In I=111=111=111=111=111=111=111=1 - _ I=111E111EIII=111EIIIEIII=III=111EI11=111E111EIII=111EI11=III=111EIIIEI11=111E111EIII=111EI11=111E111E111E111E111E111E��If= E111=111E111E111=111E111E111=111=111EulEulEulE111 li� B - 6X6 PT POST PER STRCTRL. W/WRAP E °4 I-III=111=111=111=111=111E - =III=111=111EIII=Ill=111EIIIEIll III=III=III=IIIEIII=111=111=111=111EIIIEIII=III=IIIEIII=111=111=111=111EI11=111=111=��{f=111=III=III=III=IIIEIII=III=111EIIIEI11=111=111=111=111EIIIEII ) O 1=111=111=111=111=111= - =III=III=III=III=III=111EII IEIII=III=111EI11=III=III=III=II IEII I=Il I=111EII IEI11=111=111=111=111EI11=II I=II I=II I=U 4=f11=II I=II I=111EI11=II I=II I=II I=II IEII IEII=III=111EII I=111=111EI11 U 11 B - CABLE RAILING ON DECK _I =111=111=111= - _111E111E111EII I=111EI11=II I=111EII IEI11=111E111EII I=111EI11=111E111EII I=111EII IEIII=II I=111EI11=111E111E111E111E11-{-T�=111E111E111=111E111E111E111E111=111E111E111E111=111=111=111=111E111E11 -111 -111=11 -III=111E111E111=111=111=111=111E111E111=111=111E111=III=111=111=111EI11=111=111EI IEI =111E111E111E111EI1=l1.lY�=111E111E111E111EI =111EI11=111=111=111=111E111E111=111=111-111=111=111E111 „ Ill=11 III=11 II= I=111=111 III--II I=IIIEIII=111E111EIII=111EI11=III=111EIIIEI11=111EIII=111E111EI11=III=111E111=111EIIIEIII=111=111EI11=111=1 -ftI=111E111=111E111E111E111=111E111E111E111E111=111E111E111E111=111=111=111=111E111E11 - 36 HIGH TO CODE p -Ill 11=111 - I=11 _II I=111E111E111E111EI11=111=II I=111-111EI1IEII=111=111E111=111=111=111=111-111=111=11IEII IEII I=111=111=1 =ft> III=III=111E111=111=111=111=111=111EI1I=Il l=111=111=111EII IEI1I=111=111E111=111=11IEII li� +• =III=11 II1=11 III=11 III= I=111=111=11 =III=III=III=III=111E111E11I-IIIEIII=111=111EI1IEI11=111=III=111=111-111=111=111=111=111EI1IEIII=111�1Uzlt lll=111E111E111EI1I=111=111=IIIEIII=111E111E11I=111E111=111E11IEIIIEII1=111=111=111=111-IIIEII T— U _ _I11=111=11 =IIIEIII=111=111=111=111=111EI11=111=111=111=111EIIIE111=111=111E111=III=111=111=111EI11=111=111=111=111Eif1=111E111E111E111E111E111E111E111E111E111E111E111E111=111E111E111E111E111E111=111=111E111=111=111E111 - COMPOSITE TREX DECKING N IEII I=1I IEII IEII I=111=111=111=111=111EI1 _ =1I IEII=111E111E111EI1I=111E111E111E111EI1I=111E111EI1IEII=111E111E111E111EI1I=111=111=111=111EI11=1+t III=1I IEII=111E111E111E111EI1I=111E111E111EI1I=111=111=111=111EI1I=111=111EI1IEII I=111=111=111=111EI1IEII N cn L IIIEI11=111=111E111=111=111=111=111=111E _ IEIII=III=IIIEIII=III=IIIEIIIEIII=IIIEIII=111=111=111=IIIEIIIEIII=III=IIIEIII=111=111=111=111EI11-III=TIi= E111=111E111EIII=111EI11=111E111E111E111E111E111EIII=111EI11=111E111EIII=111EIIIEI11=111=111EIII=111=111EI11 -TIMBERTECH AND COLOR T.B.D. "- -1 II IE111=111=111=111=111=111=111=111= =II IEII I=111=111EI1I=111EII I=111EI11=111E111EII I=111EI11=III=111EII IEI11=111E111E111E111EI11=111E111= +=1TIE111E111=111E111E111=111E111E111E111E111=111E111E111E111=111E111E111E111E111=111E111E111E111=111=111=111=111E111E11 M - 2X8PT. JOIST16" O.C. °� - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - [�� c i l 1-11 I-1 -11 I-11 I-n I-11 I-11 I-11 i-11 I-11 I-n-n-I 1i -11-11-11-11-11-111-11 I-1 _III-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-11 i-11 IEI I-11 I-11 I-11 I-11 I=11 I=11 I-11 I-11 IEI -11-11-11- -1TI-1I I-1I 1=1I IEI I-1I I-1I I-1I I-1I IEI I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I IEI I-1I I-1I I-1I I-1I 1=1I 1=1I-1I I-1I IEI I-1I I-1I 1=1I - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - _ - - _ _ - - - - _-� - - - - _ _ - - _ - - - - _ - - - _ - - - - _ - - _ _ - - - - _ _ O =111_III=111EllIEI11=111_lll_I11_I11_I11_111=111E111E111=111_ll1=111E111E111=111=111- - 1=111E111E111=111=111=III_III=111E111E111E111E111=111=111=III_III=111E111_III_111=111E111=111=111 1-f-111E111=111=III_III_III=111=111_III=111E111E111=111_I11=111=111=III_III=Ill=111=111=111_III-III-III_III_III-III-III-III-III_III_II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - _ - - _ - _ - - _ _ - - - - _ - - - - - - - - _ - - - - _ _ - - _ - - = a 0 III-III-III-III=III-III-III_III-III_III_III-III-III-III-III-III-III-III-III-III-1 -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-II I_II I_II I-III-II I_111-I1.1"1f III-II I_II I-III-II I_I11_I 111II I-III-III-II I_I 111II I-III-111-11-11-I11-111-11_I11-111E111EI11-111_I11_111-III-111_II I-III-II I_II I III-III-111-11_III_III_III_III_III_III_III_III_III_II I_II I_II I_II I_II I_II I_II I_ _III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I11_Ila-ttCll I_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_II I_II I_II I_II I_II I_II I_II I_II O _-_- = 1= �= = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -4 CONC. SLAB p co_II I_II I- I_II._II i_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_Ifl_N CII I_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_II I_II I_II I_II I_II I_II I_II I_II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W N -rCiii-III-III-III=IIIEII- -ill-III-III-III-III-III-IIIEIII-III-III III-III-IIIEIII-III-III-III-III-III-III-III-IIIEIII-III-III-III-III=III-III-III-III-III-III=III=III-III_I11.11_111_ 111=-III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_II - - - - - - - - - - - - - _ L.L. (/) - - - R-10 ENTIRE SLAB ON GRADE COND.AREA � III-- I-III-111_III_III-111E111EII-11-III-111-111 _ I-III-111- _ -111E111E111E111E111E111EII-111E111E111E111E111E111E111EII-111E111E1 -111E111E111EII-111-111- _tl 1-11I-111E111E111E111E111E111E111E111EII-111E111E111E111E111_II _11. 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- o > _II �I=111E111E111=111E111E111=111=111=111=111= _I11=11- E111E111=111E111EII=111E111E111E111E111=111E111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=111= =111�-_III--_Ilrl--_1111=111=111=111=111=111=111=111=111=111=111=111=111= 1=t11=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=111=11 -111EII-111_II I_II I-III-111_II I-11 _III- III-111_II I_111EII-111E111-111_111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI11-111-III-I11-III-III-III-III-11-111-11-ii1i111-111E111-111 11=111 11E111E111E111E111E111_I=1_111-111-1111111E111E111-111-111E111E111-111 11EII 111E111E111-111 I IEII 111E111E111E111E111-111E111-111 I IEII 111-111-111E111E111E111E111E111E111-111 III-III-11�-�II I_II I_II I-III-111-1 _ I_III_III_III-III-111_III-III-III-III-111_III-III-III-111_III-III-III-III-111_III-III-111_III_III-III-III-III-111_III-III-III-III-111_III_III-III-II I_II I-III-III-II I_II._II I_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_II I_II I_II I_II I_II I_II I_II I_II O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAY NEED RETAINING WALL AT NORTH SIDE cn I_II II -III-11 lTl_II I_II I-III-111_II-111=1 _III-II I_II I_II-111E111E111-111_111E111E111E111E111E111E111E111E111E111E111E111EII-111E111E111E111-111_111E111E111E111E111E111E111E111E111E111EII-111E111E111E111E111�IJ _III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_.I I_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_II I_II I_II I_II I_II I_II I_II I_II p Z z LIII_I II-111E111E111E11I_III_III-111E11I-11I- III-11I_III_III-11I-11I_III-111E111E11I-11I_III-111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1-111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1Ii-111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1II-1II-III-III-III-III-III-III-III-III-III-III-III-1I1=1I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRIVEWAY -III-111- 11-111EI11-111_I11_I11-I11-111_II =11 I-III-1E_III_III-III-III-III-111_III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 III-III-III-III-III-III-III-III-III-III-II LIt1=III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111 — _ � a m III-II IEII I-„_ -I III-III-III-III=II IEII I-1 _ =III-III_ =III-III=III=III-III-II IEII I-III-III-III-III=III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-H1-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=III=11 O 15 � z w � _III-III-III=111Et11-f1 -III-III-III=III- -111EI11-III=III III-III-III=111EIII-III-III-III-111EI11-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111-III=111EI11-III-11I-rL-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=III=III CUSTOMER WOULD PREFER ROCK WALL VERIFY O = M _III-III-III_III-III-III-III-111- I-111- _III-III-III-III-111- II-III-111_III_III-III-111_III-III-III-III-111_III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11i-III-.tf=111-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III_IIi_III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III_III=11 a d �i' ������ TU�t1 I -III=III=111E111-III=111EII I=111=11L==III=III=III=III=111-II IEII I-III=111 =III=III=111EI11-III-III=III=III=111EI11-III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111=111=111=111=111=111=11 f1I=111EIII=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III-III-III-III-II I=II I-- --I I=111=111---- --1 i--III=III=III=II I=II I=II I=III=III-II I=II I=II I=II I=II I=II I=II I=II I=II I=II I=II I=II I=II I=111=111-mil --11=111=111=111=111 IIIIIIIIIIIIIIIIIIIIIIIIIEI I=III=111=111EIII-III-III-III=III=III=III-111EI IEI11=111-I11=111=111=1 III=III=111EI IEF-I11-I1-III=111=III=III-III-III=III=III-III-III=III=III=III-III-III=III=III=III-III-III=III=III=III-III-III=111=111=Ill—111-III-III=i11-III-III=III=III=III-III-III=III=III-III-III-III=III=III=III-IIIEI11-III-III=III-III-III=III=III=III-III-III=i11=III-III-III-III=III=III=III-III-III=III=III=III-III-III=III=III=III-III-III=III=111=111-III-111=111=111=111=11 =i = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - -111E1I1=1I1=1I1=1I1=111E111-1I1_II-111E111E111E11I_II I_II I-111E11I_II-11I-11I -111E11I-11I_II I_I11-111-111-111E11I_II I-111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E11I-1I I-111E111E111E11I-�I I=11I-111E111E111E111E11I-11I_ I_II I-111E111E111E111E111E111E111E111E111E111E11I-I11_I11_il l I11-111E111E111E111E111EII1-111E111-11I-11I_ I_II I_II I-111E111E111E111E111E111E111EII1-111-111E11I-11I-111E111E111E111E111E111E111=111-1I-1I-1I-1I _ I-111E111E111E111EIII-111E111-111E111E111E111E111E111EIII=111E111-111E111EIII-111=11 I-111E111E111E111E111EIII-111E111-111E111E111E111E111E111EIII-111E111-111E111EIII-111E111-111EIII=111E111-111E111E111E111EIII-111E.14=1TI-111E111E111E111E111E111-111E111E111_I1!_111E111E111E111E111-111E111E111E111E111E111E111E111E111-111E111E111E111E111E111E111E111E111E111E111E111E111E111-111E111E111E111E111E111E111E111E111-111E111E111E111E111-111E111E111E111-111E111E111E111E111=11 III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111=111=111=111=111=111=111= III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111EI11=III=III=III=IIIEIIIEIII=111=111EI11=111=111=111 t1I=111=III=III=III=III=III=III=III=111EIII=III=III=III=III=III=III=III=111EIII=III=III=III=111EIIIEIII=III=111EIII=III=III=III=111EIII=III=III=III=III=111EIII=III=111EIII=III=III=III=III=III=III=III=111EIII=III=III=III=111EIIIEIII=111=111EI11=111=111=111 BUILDING SECTION 3 w U � MAX BUILDING HT. PER ' z Q DEVELOPMENT HT. RESTRICTION 468 S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O w 2 N OVERALL 12 1 BUILDING HT. 466.$7 z � 00 111111. 5 —_ U) ILL Q 2 4 z ww �_ - - UPPER PLATE HT. d / . /� @ GREAT ROOM UJI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 - - - - - - - - - - - - - - - - - - - - - J ct o w GREAT ROOM / 1 UPPER WINDOW HEADERS () /1/ 12 � 0J � 1 1 � J � � H2 4 W Q O (� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MAIN FL. 3:5 5 _ _ _ _ _ _ PLATE HT. 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=1 IEI IEI IEI IEI IEI 0 8 Z Q o I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI IEI IE - _I IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI =1 IEI IEI IEI IEI IEI IEI IE o 0 0 - - - - - - - - - - =I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI IE - _ IEI IEI IEI IEI IEI IEI IEI I IEI I IE111E1 IEI IEI I IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI 1IEI 11= -I EI IEI IEI IEI IEI IEI IEI PLAN AREAS a>0 z 111E111E111E111E111E111E111E111E111EI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI 11= - EI I IEI I IEI l lEl l l-l l-l l-l lEl l l-I IEI I IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI 11= } IEI IEI IEI IEI IEI IEI IEI IEI IE D 2 I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI 11= - _I IEI I IEI I IEI I IEI I IEi l lEi l lEi l lEi l lEI 1IEI 11Ei l lEi l lEi l lEI 1IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI 11= _ IEI IEI IEI IEI IEI IEI 1IEI 1IEI 1IEI 1IEI IEI o o m a I IEI IEI IEI IEI IEI IEI IEI IEI IEI I IEI IEI IEI I IEI 11= - 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=1 I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I I N- ,11 IIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEI _ E111E111E111EIII=111=111=111=111=111=IIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEI - =IIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIE I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI =I I IEI I IEI I IEI I IEI IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEl 11E111E111E111E11- =1 I IEI I IEI I IEI I IEI I IEI I IEI 1IEI I IEI 1IEI I IEI I IEI I IEI I IEI I IEI l l-1 1IEI 1IEI 1IEI 1IEI 1I 116 I I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI _I IEI I IEI IEI IEI IEI IEI I=111=111=111=111=111=1 I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI 11111E =1 I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEl 1IEI 1IEI 1IEI 1IEI 1IE I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI 11= - IEI I IEI I IEI I IEI l l=l 11=111=111=1 I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I1E111E111E111E111E111E11l- = IEI IEI IEI IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI 1IEI 1IEI 1IEI 1IEI 1IEI l BASEMENT 964 S Q.FT. Ill I IIEI IIEI IIEI IIEI IIEI IIEIIIEIIIEIII- =IIIEIIIEIIIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI I1= _IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEIIIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIE OWNER APPROVAL =111=1 II-I 1 1= - - - = - - - - - - - - - - - =IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIE =1IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI 11= _ IEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI 1I I=1 IIEI IIEI _IIEI IIEI IIEI IIEI IIEI II=111EI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI II- _ IEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI I1= _ IEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOTAL LIVING AREA: III=111- _111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=III=1 =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=111- _ =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=III 2 981 S .FT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q _11=III=III=1;1=1 II=11 =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=III= =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=III= _ii=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111= o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INITIAL: _I II=111EIII=III=III _11=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=11W _11`=1IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI11 =IIIEIIIEIIIEIIIEIIIEI _ _"_ EIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEI EIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIE IIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEI II- _IIEI IIEI II=-_IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEIIIEIIIEIIIEII1= _ IElIIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI - - - El IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI IIEI II PAGE #- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co b— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GARAGE 843S FT.II_1I1_EIII I_EIII III III I III I III I III I1_III_I _I I_I I_I _III_III_III_III_III_III_III_III_III_III_III_IIIIIIEII II_III_III_III_III_III_I I_I I_I I_I I_-iii I iii II_II _III_III_III_III_III_III_III_III-EIII III I_I I_I I_I I_I I_111 _ I_I I_I I I_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I I_I I_I I_I I_I I_I I_I I_ Q R E — o c — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ti 0 III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I- I=1 I I-I I- _III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I- =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I- =I 11��1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I O -III=III=III=III=III=III=III=III=III=III =III=11 =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III_ =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III- _ =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= �Y t ml IIEEIII IE-III IEEIII IEEIII IEII E111= IIIEIIIEIIIEIIIEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IE-iii IE-11l=IEI - =IIIEIIIEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEIII IEEllI IEEIII IEEIII IEEIII IEIIIEIIIEIIIEIIIEIIIEEIII IEEIIIIII k 1 o � =III III=III=11L-III=111EI II=III=III=1 _I� 1=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=III =1I=1i1� 1=1�=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111= � 2 ENTRY 110 S FT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q I=III=1 =11=111E111E111E111E111E111EI I I=III=III=1 =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI I I=III=111- �=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI I I=III=I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1=III=III=11 111E111E111E111E111E111E111E111=III=111- 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=III=111- _ 1=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=III=111= rrl ElllElllEl 11ElIlEIIIEIIIEIIIEIIIEIIIEIIIEl - EII 11ElIlEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIElIlE1 - E1-121IIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIElIlE111E111E111E111E111EIIIEIIIEIIIEIII =1 I IEI I IEI I I I I IEI I IEI I IEI I IEI I IEI i l- - M l IEI 11_ EI I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I IEl I I11-011-1 IEI IEI IEI - =111EI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IEI IE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — COVERED DECK 381S .FT._I II_I II_I II_I _ _ _II_I II_I II_I II_I II _I II_I II_I II_I II III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I II_I II_I II_I II_I II_ I II_I II _II_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I II_I II_I II_I II_I II_I II_I II_I II Q — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w I r Xjk� _111E111E111E111E111E111E111E111ELI1=111- _ =111E111EIII=III=III=1 11=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III - _ 1=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III= � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III= =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III PA 9 g _11=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=III=1 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=11 =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=III= e e =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III- =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III s OPEN DECK 232 S .FT. � � =11=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=11 =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=111=1 I1- _I1=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=III= IELD IIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIE IIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIE _ EIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIII BUILDING SECTION 4 ASSEMBLIES AND FINISHES DESIGNED BY: MAXDEV BUILDING TH TPRESTRICT,ON 468' ILLUSTRATION ION PURPOSESOTE: MATERIALS AND INISHES ONLY.VERIFY ALL MIN ELEVTONS ARE FRATERIALSIAAND F N S OS J. STERLING N - - - - - - - - STANDING SEAM METAL ROOFING DRAFTED BY: o - - - - - - - - - - OVERALL 466.87' -VENTED RIDGE OR ROOF TO WALL VENT N 12 BUILDING HT. 1 - ROOF SHEATHING PER STRCTRL. J. BASS 1 �1 - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. - MFR. TRUSSES 24" O.C. o 7 - R-38 INSULATION - HEELS PER PLAN 1/4" = 1' U.N.O. 5 ❑ - 5/8" GWB CEILING DATE o w - - - - - - - - - - - - - - - GREAT 12 12 1 UPPER WINDOW HEADERS UPPER PLATE HT. - CEDAR LAP AT ENTRY. 12-23-2022 a - - - - - - - - - - 1 1 � 1 - - - - - - - - - - - @GREAT ROOM 4 ❑7 4 - CONTINUOUS ALUMINUM GUTTER I 8 I I I I II I I I I I II I I I 5 MAIN 2 X 12 ALL FASCIA.5 5 PLATE HT 4 ` TYR.WINDOW HEADERS NOTE:VERIFY ALL HEADER I? HEIGHTS WITH SUPERVISOR -T&G @ EXTERIOR DECK/PORCH CEILINGS N -VENTED HARDI SOFFITS @ OVERHANGS ` cO (V 8 6 CD N - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. o 12 q - PRIMED SPRUCE INSIDE CORNERS 2 °' co CN © -X METAL OUTSIDE CORNERS (D 15 ,I ❑ -VERIFY FENESTRATION TRIM rn 3 Q) w �\ I W32 2660 CASE W31 2660 CASE W26 4066 PIC � 1 - FIBER CEMENT PANEL SIDING o 14 ter7 IL 13 MAIN FLOOR 449 - PRIMED SPRUCE INSIDE CORNERS o ! 3 3 y I II I I I I I II I I I 12 5/8"FLOOR SYSTEM 7 -X METAL OUTSIDE CORNERS HT. ❑ VERIFY FENESTRATION TRIM7C) = � I—III—III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III=AO , = _ � r~L�` } - ~'� � TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER - RIBBED METAL SIDING (VERTICAL) E i1-11i-11i-11i=11i=11i-L1=11i HEIGHTS WITH SUPERVISOR -VERIFY INSIDE CORNERS m � VERIFY FENESTRATION TRIM ° -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III- .: - w III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III- ti °' e 11-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1 - - 2X6 WALL FRAMING AT EXT. WALLS z III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III - - 00 u 11 B - R-21 INSULATION @ COND. WALLS 1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 It =I - I 1/2 GWB INTERIOR FINISH III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III- - ❑ E 1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 - SIDING PER ELEVATION III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III- I 11-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 -TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III 11= I „ 1/2 GWB FINISH III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III 11 AVG. ORG. 11-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 440 1 0 -VERIFY STRUCTURAL PER PLAN III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III - - - - - - - - - - - - 13 GRADE ❑ w I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 11 , 111-II�IIt=IhF lit fhl ttltilt1inI1-II�IIt=lft lit m ttltilt11nI1-II�IIt=lft lit m ttltilt11nI1-II�IIt=lft lit m ttltilt11nI1-II�IIt=lft lit m ttlE-HI_ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - BASEMENT FLOOR 4 _ u_ 11-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=III=III=III=III=III-III=III-III-III-III-III-III-III-III-III-III-III-III-III=III 38 85 BEAM PER STRUCTURAL 1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1LI - 1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -u- 11 NATURAL FINISH I F EXP. I1=1 I1=1 I1=1 I1=111-11 A I I-1 I-1 I-1 I I-1 I I-1 I:1, 11-111 I'' I ❑ B) 6X6 PT POST PER STRCTRL. W/WRAP 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 0 11-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1 - CABLE RAILING ON DECK �? 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 11-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-u 1-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1 12 - 36" HIGH TO CODE C 0 -111-111-111=111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111=111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 I�� � � � � � ��� � � �-I •- 11-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11= 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111_ _ _ _ _ _ _ _ _ 11- ` _ 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=11 I COMPOSITE TREX DECKING N 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 1�Ou- III _ N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIMBERTECHANDCOLORT.B.D. oo11 - 2 X 8 PT. JOIST 16 O.C._ Q o 11-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111I I I -1 ` r r i c� 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111= - " cn B' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 4 CONC. O 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111-I I I=111=III - w -III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III- 11= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R-10 ENTIRE SLAB ON GRADE @ COND.AREA w M =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =111=111=111=111=111=I I I=I I I=1 I=Ll11 =- 1=1 1=1 i 1=1 1=1 1=1 1=1 1=1 1 7-1 1_1 1 - - - - - - - III=1 I_ Z W W - 111 - - - - - - - - - - - - - - - - - = 111 o 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 = - =I1=111=111=111=111=111=111= - - =111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 Q-111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 Q M I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=111= W O 11 11 11 11 11 I MAY NEED RETAINING WALL AT NORTH SIDE _ U w 0 z DRIVEWAY J — 00ZNi +cn� m 3 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111= o 0 -111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 1 CUSTOMER WOULD PREFER ROCK WALL (VERIFY) o Z = co � 15 _ � Q 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 1=1 I 1 > -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III= - - =III-III= m 2 N Q d M > � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NORTH ELEVATION w U � Z � o W N MAX BUILDING HT. PER 468, z Q LI- 00 DEVELOPMENT HT. RESTRICTION _ Q m OVERALL�1 BUI DING HT. 466.87' z ' ' I w w W v w 5 7 12 5 - - - - - - - - - - - - - - - - - 12 W21 4040 PIC W20 4040 PIC W19 4040 PIC W18 4040 PIC 6 - - 1 1 ^ GREAT ROOM 4 `tl PER WINDOW HEADERS UPPER PLATE HT. w 0Q 5 - _ @ GREAT ROOM 0 Q 4 fl 5 00 Z 6 5 CV Q IL MAIN FL. PLATE HT.I M 11 11 NOTE:VERIFYALL HEADER TYP.WINDOW HEADERS o HEIGHTS WITH SUPERVISOR I 00 �1 N c0 N 7 O V b ❑ 0 12 12 12 W14 3040 CASE z_> O Q aU W O N W w00� OZU ovUa zO U�wU OK _ W30 3060 CASEM W28 3060 FIX CASE W17 3060 CASE W15 3060 CA 0 .:1 o 11 8 W29 3060 FIX CASE W27 3060 CASE 13 W25 4066 PIC W24 4066 PIC 1 3 W23 4066 PIC W22 4066 PIC W16 3660 FIX CASE 13 o Z a6Z0'm - - - - - - - - - - - i I - - - - - - - - - - - - - - - - - - - MAIN FLOOR ' g a.o ��UYm 12 5/8"FLOOR SYSTEM Q =N a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I - - - - - - - - PLATE HT. \ z w W J Oxxza zwNc7N 11 'g=>Wz x��oo TYP.WINDOW HEADERS m n a w NOTE:VERIFY ALL HEADER NO?xa HEIGHTS WITH SUPERVISOR J zoo~10 wrwuO w§aZZ 1-111- w aaw000 =111=111=1 O rcNxLL a o�° =1 =1 =1 =1 =11I 4 - z o z w o -III=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII w .OZ'ma =111=111=111=111=111=111=111=111=111=1 12 O o zz�z —111=Ti=Ti=Ti=Ti=Ti=Ti=Ti=Ti=Ti=Ti= z 0� >w z a a 11=Ti=111=111=111=Ti=Ti=Ti=Ti=Ti=Ti=Ti=ill I-III—III—III—III—III—III—III—III—III—III—III—III-I 0 0 0 U U 1=III=III=III=III=III=III=III=III=III=III=III=III=1 W47 3060 CASE W46 3660 FIX CASE W45 3060 CASE W44 3060 CASE W43 4060 FIX CASE W42 4060 FIX CASE W41 3060 CASE W40 3060 CASE W39 3660 FIX CASE W38 3060 CASE AVG.ORG. a o 0 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 1= 1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1 GRADE 44O PLAN AREAS z 8 Z 111-111-111-111-111=111=11i=11i=11i=11i=11i=11i=11i- 13 w goo x i-11i-111-11i-11i-11i-11i=11i=11i=11i=11i=111=11i=ill �Z u l 111411=11�IIt=11t Ilt tli 111111�11411=11�IIt - - - - - - BASEMENT FLOOR438.85 1'a�o I=1 =1 =1 I-III=1 I-III-III=1 =1 =1 =1 I-III-I o"w III-III-III-III-III=1 =1 =1 =1 =1 =1 =1 II=1 II Z z I=1 =1 =1 =1 I-III-III-III-III-III-III-III-III-I w a Z o 11i-11i-11i-11i-111-111-111-111-111-111-111-111-11 11=111=111=111=111=111=11i=1 MAIN FLOOR 2�017 S Q.F T. 'z i=111=111=11i=11i-11i-11i-11i-11i-11i-11i-11i-11i-1 11i-11i-11i-11i-11i-11i=11i w 11i-11i-11i=11i=11i=11i=11i=11i=11i=11i=11i=11i=11i 11=111=111=11i=11i=11i=11i=1 i-11i-11i-11i-11i-11i-11i-11i-11i-11i-11i-11i-11i-1 11i=11i=11i-11i-11i-11i-11i =111=111=111=111=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i I 11-1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 =111i1�1111�1111�1111�1i111�1i111�1i111�1i111�1i111�1i111�1i111�1i111�1iI1 — 11111 11111 11111 11111 11111 11111 BASEMENT 964 SQ.FT. OWNER APPROVAL 1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1 — 1 1=1 i 1=1 i 1=1 i 1=1I1=1 11 =111=111=111=111=111=111=111=111=111=111=111=111=1 I I =111=111=111=Ti=Ti=Ti=Ti=Ti=Ti=Ti=Ti=Ti=1 1I1-1I1-1I1-1I1=1I1=TI TOTAL LIVING AREA: 2,981 SQ.FT. 1Ii-1Ii-1Ii-1Ii=1Ii=1Ii=1Ii=1Ii=1Ii=1Ii=1Ii=1Ii=1Ii I=1Ii-1Ii 11 B 11 B 11 B 11 B i 11=111=111=111=1I1=1I1=1 INITIAL: 1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1 - ---- I II1=1I1=1I1=1I1=1I1=1Ii =111=111=111=111=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1 �I 11=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i=111=111=111=111-111-111-111-111-111-111-111-111-1 _ _ 1I�-1I�-1I�-1I�-11�-11� PAGE �I II II II II II II II II II II II II II II II II II II II II II II II II II =1 =1 e II II II II II II II II II II 11 GARAGE 843 SQ.FT. Fpg CObecO Ti=Ti=Ti=Ti=111=111=111=111=111=111=111=111=111=111=111=11 a 11111 11111 11111 11111 11111 11 ��° S Y °t i=111=111=111=111-111-111-111-111-111-111-111-111-111-111-111 — — — — 0 i1111i11�11i11�11i11�11i11�11i11�11i11�11i11�11i11�11i11�11i11�11i11�11i11�11i11�11i11�11i11�- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I11I11�11I11�11I11�11I11�11I11�11 ENTRY 110 SQ.FT. all-1 a-1 a-1 u-111=111=111=111=111=111=111=111=111=111=111=111- =11-111-1Ii-1Ii-1Ii-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111- _ 1-111= 111=111=111=111=111=1 I=nI=nl=nI=111=111=111=111=111=111=111=111=111=111=111=111=1 =11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111= — — =111=111=111=111 =111=111=111=i1-rm�-rrTIl=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=111=111=111=111=111=111=111 nl-nl-nl-n1-111-111-111-111-111-111-111-111-111-111-111-111-: o— =11-Ti-Ti-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-Ti-Ti-111-111-111-111-1 � -111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111-111-, = 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111- -111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=......1 111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 COVERED DECK 381 SQ.FT. a 11-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 _ =111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-� 1-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1 11-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1 s w 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=11 =11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 111-111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 0 c � _111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111 _I 11_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_1 _ _ _ 1_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_1 _ _ _11_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_1 PA q O a _ I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I i i=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I �T e PEN DECK 2 2 .FT. s _111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_ e 11_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_1 Q x IEL 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 � 111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 ID - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- WEST ELEVATION 15 of 19 ASSEMBLIES AND FINISHES DESIGNED BY: NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR J. STERLING ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. N MAX BUILDING HT. PER - STANDING SEAM METAL ROOFING DRAFTED BY: o DEVELOPMENT HT. RESTRICTION 468 -VENTED RIDGE OR ROOF TO WALL VENT N // // Fil - ROOF SHEATHING PER STRCTRL. J. BASS a) 12t] 2 OVERALL 466.87' - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. a) 1 11 BUILDING HT. - MFR. TRUSSES 24" O.C. o - _5_ - ___ - HEELS PER PLAN 4 1 1�1 - 55/8" GWB CEILING R-38 INSULATION 1/4" = 1' U.N.O. L 6 DATE o 5 1 - CEDAR LAP AT ENTRY. 1 2-23-2022 of - - 1�1 a 4 12 GREAT ROOM 5 UPPER WINDOW HEADERS UPPER PLATE HT. 1 1 @ GREAT ROOM 5 - CONTINUOUS ALUMINUM GUTTER 4 1�1 - 2 X 12 ALL FASCIA 11 �� II MAIN FL. 5 1 I < < 5 _ - _ _ _ _ _ PLATE HT. -T&G @ EXTERIOR DECK/PORCH CEILINGS 11 NOTE:VERIFYALL HEADER -VENTED HARDI SOFFITS @ OVERHANGS TYP.WINDOW HEADERS o HEIGHTS WITH SUPERVISOR W12 2010 PIC W10 2010 PIC oNo E W11 2010 PIC a 8 @ o W132020CASE N N - HORIZ. FIBER CEMENT LAP SIDING 7" EXP. - PRIMED SPRUCE INSIDE CORNERS 0) N F_�] -X METAL OUTSIDE CORNERS (D a 12 6 wo93oaocasE - - 7 -VERIFY FENESTRATION TRIM v� I =-= - -- IIIIIII II I Q) W� N - I a � - FIBER CEMENT PANEL SIDING 1. ,I 1=1 - - PRIMED SPRUCE INSIDE CORNERS o 13 - 2 X METAL OUTSIDE CORNERS x - - MAIN FLOOR 449' 7 -VERIFY FENESTRATION TRIM x 12 5/8"FLOOR SYSTEM 70 1� I I,__1 I,__1 I"I,__1 I,__1 I,__1 I,__1 I,__1 I,__1 I,__1 I . A III,---III,---III,---III,---IllW - - 11-111_111_ir1�i- - - - PLATE HT. - RIBBED METAL SIDING (VERTICAL) E 5 11=1_I I-III=1_I I=1111 N 111=111=111=111= -VERIFY INSIDE CORNERS i1 I=llf=ItIHr FH +r +ri Ml�il�il=iiriitI ILH++i+i 41l 11�il- rlFaH1rt11�11 1�1 0 I' III=III=III—III= TYP.WINDOW HEADERS NOTE:VERIFYALL HEADER -VERIFY FENESTRATION TRIM 1=1 1=1 =111=111=111=111=111 c: z - -.I— - -, -, -, -, -, -,,,-, -, -, -, -_,, ....-, , III=III=111=111=111=111=111= HEIGHTS WITH SUPERVISOR 13 „ _ _ _ _ _ _ _ 11111111111111111111111111111111111111111 - 2X6 WALL FRAMING AT EXT. WALLS e -III-III-111=111=111=111=111 u �=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III=III=III=III=III=III=III=111=111=111=111= - R-21 INSULATION COND. WALL 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III-III-1 III 1= I=111=111= 1= 1= 1=11=111= 1= 1= _ S @ S 2 I_I 1=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=I_I I=1_I I=I I=1_I I=I_I I=I I=1_I I=I_I I=I_I I=1_I I=1_I 1= bo _ 1�1 1/2 GWB INTERIOR FINISH L - I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I I=1_I I=1_I o -1 = _ = I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I I=1_I I= zn - SIDING PER ELEVATION ° - _I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=I_I1=I_I1=I_I1=I_I1=I_II=1_II=III -II =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= - 12 _ _ 11=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III=III=III=III=III TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING - 1/2" GWB FINISH 11 =1- =I I1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I - 11=_......-=-=_=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=_I1=I_I1=I_I1=I_I1=I_I1=I_II=1_I1= [�� -VERIFY STRUCTURAL PER PLAN di 111=111=111-111-111-1Ii-iII=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=1I=11= - 1 1 B 11 IF- AVG.ORG. , - LL III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= GRADE 440 BEAM PER STRUCTURAL 13 11=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I I=1_I I=1_I I _ 1- I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I I=1_I I=1 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I I=1_I I=1 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I I=1_I I=1 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I I=1_I I=1 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I 1=I_I I=1_I I= - _ _ 1 11 NATURAL FINISH IF EXP. 11 Irlll=ltt Itr tt1 1t��11 rt11�11=11r11t Itt Iit m 1t��11 rt11�11=11r11t Itt Iit m 1t��11 rt11�11=11r11t Itt Iit m 1t��11 rt11�11=11r11t Itt Iit m 1t��11 rt11�11 BASEMENT FLOOR 438.85 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= ❑ B) - 6X6 PT POST PER STRCTRL. W/WRAP III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-1 11-1 11-111-111EIII-III-III-III=III-III-III-III-III=III-III-III-III-III=III-III-III-III-III-III=III-III-III-III-III=III-III-III-III-III=III-III-III-III-III=III=III O III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III=I =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-111=III=III=III=III-111=I I I=I I=111=111=111=111=111=1 I I=1 I I= - U 1- 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=III=III=I11=111E111=111E111=111E111E111E1II=III=III=1II=1II=1II=111=111=111=111=III MI11=111=111=111=III MI11=111=111=111=III MI11=111=111=111=I11=III CABLE RAILING ON DECK u III=III=III=III=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=11 I= - C 49 11=III=III=III=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=III=III=III=III=III=III=III=III 12 36 HIGH TO CODE p - -i III=III=III=III=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111= 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 U III=III=III=III=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111= - COMPOSITE TREX DECKING N Z) 111—��I = 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III N .Lz 1 I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I= -T I M B E RT E C H AND COLOR T.B.D. ap 1 -11=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I I O-) c111=111=111=111=111=111=111=111=III=III=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111= [�� - 2 X 8 PT. JOIST 16 O.C. 111=111=111=111=111=111=111=111=111=111=11 I=111=I 1 I=I 11=III=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=III=111=111=111=111=111=111=111=111=111=111=III=III=III=III=III=III=III=III 0 116 I=111=111=111=111=111=111=111=111=111=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111= >Q U 1- = III=III=III=III=III=III=III-III-III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III _ " > L I11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1I1=1I1=1I1=1I1=1I1=1I1=111= 4 CONC. SLAB p Cn i -III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III I w . U) � N Ili=III=III=III=III=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111= - R-10 ENTIRE SLAB ON GRADE @ COND.AREA M Q III-III=III=III=III=III=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=III=III=III=III=III=III=III=III Z 0 W _0 14 W III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III- c III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III I (D ~ III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= Q Q cM E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w p .. - _ =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11- - 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III C7 - - - - - - - - - - - - MAY NEED RETAINING WALL AT NORTH SIDE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cn - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 w,_„,_„, ,_„,-I I_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I _ _ _I I_I I I_I I I_I I I_I I I_I I I_I I I_ _ _ _III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I I I_I I I_I I I_I I I_I I I_I I I_I 1I- z U - - N I1=I1I- I III=111E111E111E111E111E111E111E111=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=11I . Z =11 I=11 I- I I 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= DRIVEWAY J Q m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 I_I I I_I I I_I _III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I � Q z � CUSTOMER WOULD PREFER ROCK WALL VERIFY o cfl 11 I_I I I_I I I_I I _III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I I_I I_I I_I I_I I_I I_I -I 11-111-=_III_111_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I I_I I_I I_I I_I I_I I_I I_I 11-I I- (VERIFY) m N Q d M � III=III=III=III=III =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III - I= I= I= I= I= III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= I= I= I= I= I= I= I= - I= I= I= I= I= I I=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= I= I= I= I= I= I= I= -I I I=I I I=I I I=I I I=I I I=I I I III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I I I=I I I=I I I=I I I=I I I=I I I=I I I= -I 11=111=111=111=111=111=1 - =I 1=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=111=11 I =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I I I=I I I=I I I=I I I=I I I=I I I=I I I= SOUTH ELEVATION w U - 7 >Q MAX BUILDING HT. PER 468, z > N_ DEVELOPMENT HT. RESTRICTION O w � N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 IL - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OVERALL BUILDING HT. 466.87 z IIIIIIIIIIIIIIIIIIIIIIIIIIIIII Q m ~ U) 11 w Q w W CD - 12 J ct 0 U) 1 - - - - - -12 - - - - - - - - - - - - - V ui GREAT ROOM 7 — '� I UPPER WINDOW HEADERS � 4 --- -� 1 -f 1 W50 3016 PIC W49 3016 PIC W48 3016 PIC UPPER@ GREA TROOM - - - -�- - - - U J U O ICI 4 w Q OU 5 MAIN FL. O � co z 11 11 I I - - - - PLATE HT. � N Q TYP.WINDOW HEADERS NOTE:VERIFYALL HEADER M 11 Ill I 11 Ill Io HEIGHTS WITH SUPERVISOR W35 2010 PIC W33 2010 PIC ;' 0 a W08 3016 PIC W07 3016 PIC W06 3016 PIC t W37 3016 PIC W36 3016 PIC W34 2010 PIC M N N ����� 6 3 8 - N 11, 11 I I 11 11 �� = N - - O O I I-111-111-I ___ N =111=111=111-1 i- 111=111=111=111 IIL I / i (n III-III-III-III-I r C�, `� a - I=1 I=1 I=1 I=1 I % 111=111=111=111=11 I �.W05 3060 PIC W02 3060 PIC W01 3060 PIC 7 w o o I. 11=111=111=111=111 11- i �� - 15 L o °° 111=111=111=111=11 I m �' 1 Z O a Q 11=I 11-111=III-III 11- i ----;-- — _ '-r , O O-wK 11=111=111=111=111 I I --- --- 11 \� � ° L 11% 111=111=111=111=1 - 1 - - - ------y--y-----------------------------,- I. MAIN FLOOR 449 ;d g w _11-111=111=111=111 I I- I i - _ _ _ _ _ _ z o°- �.y 12 5/8"FLOOR SYSTEM 111-f11-f11-11 11,-,,,-,,,-,,,-,,, s.H ti � a ooI_^-�, PLATE HT. - ` -z 1I-III-III-III=1 I=1 -1 -1 -1 -1 -1II: I I 1 III-III-III=- - - - - - - -Ill III. .' - - - - - -- - - - ��-'a II-111 I1t 1 =1 1=I11-i I I=III=III=III=11t=III 11=I1=I1=I1=I1=I1=I =I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I1=I =I1 11-1 I F. - � ° 111-111-111 111 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = 111E - — — ..", _.,.,".I_ -;-`L ..-A) ;.;' '^_' — .: TYP.WINDOW HEADERS < �w a�w 11=111=111=1I- _ _ _ _ = =1I=1I=1IIIIIIIIIIIIIIII_-1IIIIIIIIII=1I=1I=1I=1IIII=1I=1IIII=1IIIIIII=1IIIIIIIIIIIII=1I I=1I I=1I I=1I I=1I I=1I I=1I I=1I I=1I I=1 ` NOTE:VERIFYALL HEADER z,w W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x� HEIGHTS WITH SUPERVISOR oXxza III-111_I II J I_I I_I I_I I_I III_III_III_III_III_III_III_III_.I I_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III=III=III=11I I11=III=III=III=III=III=III=11I-11I-1I-1I-1I-1I-1I-1I-1I-1I-1I1=1I1=1I1=1I1=1I I1= I ° - - - I. zw�I. :. w ° 11=III=III=11 11=III=III=III=III=III=III=III=III=III=III=III=III=11i=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III_I,I_I11=III=III=III=I I=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III II=1 :` ". III=1 I=1 I =1 I=1 I=1 I=1 I=1 III=1 I=1 I=1 I=1 I=1 I=1 I=1 =1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 III=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 III. I 1 1-lu 1u -1 _ o �__—_i�__—_�—__�_--__�iL__�iT__ _ti.--.--�- — x O 11=III=I I I111 11=-1 i l I=11 I=11 I I -i i i 1 I=III=III=III=III=III=III11III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i i i i i i i i i i i i i i i 1=III=III=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i i i i i i i i i i i i i i i 1 i i i III=III= - J`/;"' - — — = W Nx?xa 111EIII=III 11 III—Ill IIII I III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=IIIIli- III_ I1 =III=III=III= o 11=III=III=11 I=-i i i =-i i i 1=--i i i I=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i i i i i i i i i i i i i i l 1=III=III=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i i i i i i i i i i i i i i i 1 i i i III=III=III=III=1 - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — O � J w~w w O III=III=III =III=III=III=III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III. 1 =III=III=III=III=1 2 �o w I— — — — — — — — — — n1 — — — — CID w3azz 11=III=III=11=III=III=III=III=-i i i--1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i i i i i i i i i i i i i i i 1=III=III=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i i i i i i i i i i i i i i i 1 i i i I!' III=III=III=I I I1 I1 a - I,. .1 I - -- — — — — — - zrcmxLL 111E=111 1 i i i i i i i i i i i i i i i III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III==i iiIII=III=III=III=III=III=III=III=III=III=III=.III=III=I i i i i i i i i i i i i i i i i i i i i i III=III=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i i i i i i i i i i i i i l I I I I= III_ -I =III=III=III=III=1 0� I I I a -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — = W 2 a°°�11=III=III=11=111E111E111E111E111E11I=111=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III I=1 - III=III=III=III=I = — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - =1Ti=1Ti-1 = — — — = rc z-°o III=III=III =III=III=III=III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III= _III=III=III=III=1 = = — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — o x°v z I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I_I I_III=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I-1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 an =1 I=1 I=1 I=1 I z 111=111=111 =1 I I=I I l l I I I 111 111=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 =-I I II I I=III=III=III=III=I I II I1 1111E-I I II I I=III=I III III III III III III III III=III=III=III=III=III=III=III=III=III=III=III=III=III=I =I =-III III III III III III_ IIJ IIJ IIJ =1 I=1 I=1 I=1 I=1 z w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — :� --- — — — — aroma 11=111=111=11 11=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 III=1 I=1 I=1 I=1 I .o z W= -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a - - - - = �_-.� 111EI I I=III =I i i i i i i i i i i i i III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=.III=III=III=III=III=III=I =I =I =I =I =I =I =III III=III=III=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i i i i i i i i i i i i i i I III I I_ _ =III=III=III==111 11=III=I I I111 =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i i i i i i i i i i i i i i i iI I I=III=III=III=III=III=III=I =I =I =I =I =I =III=1 1=111=III=III=III=III=III=III=III=III=III=III=III=III=I III I I 1 I=III=III=III=III=III I I 111I I I=III=III=III Z 1 111 111 I=-i i i 1=-i i i i i i 11 I=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I I Ii i i EIII=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i i i i i i i i i i i i I=1 III=III=III=III=III=III=III=III=III=III=III=III=III=III=I =I =I =I =I 111 111 111 111_ -1 111 111 111 111 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - AVG. ORG. � O Z° as I=1 I=1 I=1 III=- I11-III =I =1 =III=III=I L=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III==1 I IIII=III=III=III=III=III=III=III=I III III III III III I=1 I=1 i i i E-11=III=III=III=III=III=III=III=III=III=III=III=I i i i i i i i l I I=1 I=1 I=1 I=1 I=1 III=- I=1 I=1 I=1 - - - - - - - - - - =I= — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 440 -°z» III=III=III =III=III=III=III=III III=III=III=I I I_I.I_III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III 111E -III=III=III=III=- -1 I1-1 I1-1 I1-1 I I=1 = - - -- - - - - - - - - - - - - - - - - - =I I _ - - - - - - - =11= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = GRADE w o Z a I. II==111 111 II=1II_ _III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III_I _III_III=III=III=III=III=III=III=III_ -1I1=I11=111E1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1 =1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II II=1 =1II=1II=1II=1II w III-1 I-1 I I-1' 1 -"' "'-"'-" "' "' "' "' "' "' "' "' "' "' "' "' "' "' "' "' "' -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 I1-1 I1-1 I-1 I III-1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 I I 11= -III=III=III-III=1 °&°° -II-11r I It _ _ - - -l- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ I- - - - -III-III-III-III-III- - - - -III-III-III-III-III- - - 11-1 [,I�11111-111 11 - - BASEMENT FLOOR 438.85 z w 00 111=111=111=111=11 1 ----------------------------- -" 12 I- 1- I=III=III=III=III=III=III=III=III=III=III=I I=I I=I I=1 1- I=1 I=1 I=I -I -I -111=111=111=111=1 a x ° - I- I- I- I .1 - - - - - - - - - - - - - - - - - - - - I I= I= I- 1 I I I a 8 ZO 1 o III=-I I=1 I I=1 I I=1 I _- ----------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------_ =1 I I-1 I I-1 I I-1 I I=1 0~o$ 11=111=111=111=111 I I.1 111-111-111 --Ill l_ -,11-111-111�111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1 1-111=I i 1-111 1=111=111=111=111 �°°l PLAN AREAS III=III=III=III=11 I I =111—III-III—III __-__-__-__-__-__-__-__-__-__��--------------------------__-_-- _ -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- _ I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=III III-III-III-III-I 2 a�o 11=111=111=111=III I.1 11=111-III-III-I __ _ _ _ _ _ - - - -111=111- - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __________________________________= 1=111=111=111=111 1 2 w- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — = 1= — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_ _ — — — — — O p m Q III=III=III=III=11 1,H_ .III... E111E111E111E-... 1=-... 1=-... 1=-... 1=III=III=III=_... 1=1II.L1 .II=1II=1II=1 I =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III_II III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III 111=111=111=111 111=111=111=111=1 w 11=III=III=III=III I I 1 I I=11= _ ,- --=III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111-1 I-III=III=III=- 1=III=III=III=III ?a z - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - w go =111 111 111 i- 1-111 111E111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=111= I==111 1==111 1==1ii 1 I =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E-11=111=111=111=111=111=111=111=111E-11=111 111E111E111E-11 111�111�=111 111 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MAIN FLOOR 2017SQ.FT. � � 1z 11=III=III=III 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III=III=III=III=III=III=11 i 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=- 1=III=III=III=- 1=III=III=III=III � °- I==111 111 .- 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E 11=111E111E111E111E111E-11 1 =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E-11=111=111=111=111=111=111=111=111E-11 111E111E111E-11 111E111EIII=111=1 - - =1 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11=III=111_I I - - - -- -- 1=111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111E-11 111E111�111�111�111�III=11 11=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E-11=1 1=111�III=111=1 1=111E111E111E-11 ui - - - ; ; �. � ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I=1 I=1 I= III=- I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=111= I=1 I=1 I=1 I=1 I1=1 I=1 I -1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 =1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 III=- I=1 I=1 I III=- I=1 I=1 I=1 11- - - - - - - - - - - - - - - - - - - - - - - - - - _ =11=11=11=11=11=11=11= - =11=11= - =1 = - - - = =11=11=11=11=11=11=11= = - - - - - - - =I I I=I I I=1 I I I I_,T___--_-__ -__-__-_,__ Lam__- �.�`�__T___________________________________________________________________________________- 111E-11, -111=1�I I I-111=111=111=111 1_111=111=111=1 1=111=111=111=111 BASEMENT 964 S Q.FT. - — IIIIIIII—III �i — — — 111=111=I I I=11- 1 _ � _ 1 L--------�1�--------�1�--=T � �1_111_111_111 111=111=111=111=1 1,11_111_111_111_ -111-111 -11L i------------------------------------------------------------------------------------- OWNER APPROVAL I-III=III=1I11 I I_I I_I I_I I_I I____ _ =1 -- 11-11 :I11=-III III 1111 E111E111E-11 II I I=1 I I=1 I I- 'II I I=1 I I-1 I I-1 I I-1 I I-1 I II I II I II I II I II I I I I I-1' L--------------------------------------------------------� L--------�-1>=--------��---ri�i i IT,i i I_I i I_I I_-------- --� =1 I I I I1=1 I1=1 I I-1 I I-1 11=111=111-1 ; I I-III=111E111E111EIII-III-III-11 11. 1-1 =I11=11I 111E-1I I11=III=11I_III=11I II_III=III=1 _. - - - 1=111=111=111=111 1 =11 ; III-111 11I-111-1 _ ''I 1- 1II-111 III-III-III=III-111 III-III-111 III-III-111 -III 11=111=111=111=111=111=111=1 TOTAL LIVING AREA: 2,981 SQ.FT. 11-III-III-I r -Fr 11=III=III=III 11=III=III=III1 11=III=III=III=III1IIII=III=III1IIII1IIII1IIII1IIII=III=III=III=III=IIIII1 E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E-III 1=-IIIIII IIIII1 E111E111E111E111E111E111E111E111E_1I1 1II- III=III=III=III=III=III-III-III-III-III-III-III-III-III-11-11--7111 - III-III-III-III-III-III-III INITIAL: I11=111=111=11-I II-III-III=1' = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __= III-1 II-III-III-III-III-III-III-1 11=111=111=111 11=111=11I- , I_ _ _ _ _ _ _ _- =-= -=________________________________ _- 111=111=111=111=111=111=111 PAGE #' 111=111=111=I =111=111=1 I - _ _ _ _ _ -H.-H.-H.— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _11=111=111=111=111=111=111=1 - - - - - - - - . - - - - - - - - = - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - - - - - - - co GARAGE 843 SQ.FT. oR bF 11=III=III=III_ _ - - - - - - - - II=111� =III=III=III=III III 11=111EIII=III=III 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III=111=111E111E111E1'"ii=111=III=III=III=III=III=III=III=III-111=111=111=111=111=111=111E111EIII=III=III 11=111EIII=III=III=III=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=11 111E111E111E111E111EIII=III=III c - - - - - - - - - - - - F o - - - - - = - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = o 111E=1 I1I I I=III=III=III=III=III=I I I1 I1 E111E111E111E111EI I I=I I I=III= =III=III=III=III=11�1 111E111E-11==111 = - = 1111 E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E-11==111I I I==111 1E111E111E111E111EI I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=III=III=III=III=- 111E=1 I1I I I=III=I I I1 I1 E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E=1 I1I I I=III =111E111E111E111E=1 I1I I I==1 I I I-III-III-III-III-III-III-III-III-III-III-III-III-I 11 I I I-III-III-III 111 I-III-III-III-III-III-III III 11 I I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III 11 I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I 11-III 111 III-III-III-III-III-III-III-I I I TY t 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III=1 - _ illl E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI 111III111 111 E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E-11==111 L -111E111E111E111EI 111III==111 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s G 11111 E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E=111 1==111 1 III=III=III 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E=111 1==111 1 I 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E=111 1==111 1 III 11=111E111E111E=111 1==111 1 ENTRY 110 SQ.FT. 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III=- _ _ _ 1=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=11 =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=111� 111E111E111E111EIII=III=III=1 11-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III 111 1111 I-11 I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III III I-III-III-III-III-III-III-I I III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111� III-III-III-III-III-III-III-1 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III-III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111-III = III-III-III-III-III-III-III COVERED DECK 381 SQ.FT. 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=11=III=III-1 =111E111E111EI II=III=III=1 11=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III_ _ _ =111E111E111E111EIII=III=III PA q 0 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI I I=III=III=11 I=11 I=111=111E111E111EI I I=III=III=III=1 COR I I-111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI I I-111-111-111 e PEN DECK 2 2 .FT. � e -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I O C 3 SQ xmLD III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 I-1 EAST ELEVATION 16 of 19 DESIGNED BY: J. STERLING PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES DRAFTED BY: N M J. BASS PREFABRICATED WOOD PRODUCTS: PRE-FABRICATED FRAMING CONVENTIONAL WOOD FRAMING: FOOTINGS, FOUNDATIONS, SLABS ON GRADE: Standard Structural Specifications© — Prefabricated Trusses. Where shown on the General Construction: Predrill all nail, screw, and lag holes where required to avoid splitting. Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly o CONNECTORS: Connect all wood members per the Plans and applicable building code. Where Structural Plans recommends that a geotechnical report be performed b a qualified geotechnical engineer Copyright Tim K. Garrison P.E. plans, all prefabricated structural roofing g p p y q g g 1/4" = 1' U.N.O. Manufacturer: Simpson brand is specified, do not specifically address a structural element, construct said element per minimum building for all construction projects. Soils analysis and geotechnical engineering are not a specialty ABBREVIATIONS: members shall be designed by a certified code. of CCI. CCI depends on others for the provision of soils data, which includes but is not A:Area SATE o however any other nationally recognized p p AC:Asphalt Concrete professional engineer. The prefabricated Framing Material. All sawn framing lumber, not including beams, posts, and columns, shall be limited to: allowable bearingcapacity, li liquefaction potential, slope stability, active and BI: By Inspection z brand may be used provided that the are Hem Fir, or Douglas Fir - Larch, Number 2 or better, unless otherwise shown. All q p ' p Y' BRNG: Bearing(wall usually) 12-23-2022 it structural roofing designer shall provide to the y p Y Spruce Pine Fir, g passive lateral pressures internal friction angle and cohesion. In the absence of a a o ' ' E: Elastic modulus or Electrical equivalent in their ability to carry all applied sawn wood shall have moisture content less than 25/0. CCI E: Elastic fisting Contractor stamped design drawings with q Y y pp geotechnical report CCI will make assumptions regarding soil parameters, however, Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from EOR: Engineer of Record appropriate notes showing member sizes, forces, loads in all orientations. takes no responsibility or liability for future settlement, or damage or injury due to earth CCI: Construction CaIc, Inc. horizontal diaphragm to horizontal diaphragm (horizontal diaphragms are roofs and floors that movement or failure of any kind. CIP: Cast in place concrete installation procedures, blocking, bracing, etc. Installation: The Contractor shall install all connect to exterior walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway CMU:Concrete Masonry Unit Engineered Wood — General. These products prefabricated items in strict accordance with Stud size material and maximum length between diaphragms is shown in shear wall table. g g 9 Y CO: Callout or Cleanout p gspecifications for imported road base or sub base; or use sand or other clean granular Conc: Concrete must be provided, stored, and installed in Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 Cont: Continuous the manufacturers recommendations and materials no larger than pea gravel. All structural fill must be compacted per the following DF: Douglas Fir accordance with manufacturer's or better, except where exposed to weather and specified as PT (Pressure Treated) may be Hem section. FP: Fireplace requirements. If installation risks cracking of Fir No. 2 or better. Glulams, PSLs, LVLs, etc. shall be per Prefabricated Wood Products section GW: Gypsum shear wall recommendations. Failure to do this may void the p Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using Gyp: Gypsum wall board - warrant and diminish load carrying capacity. An wood predrill pilot holes. below. GL or GLB: Glulam Beam y Y g p y' y Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural mechanical (vibratory or impact) methods. In paved areas and under structures, use HF: Hem Fir L X nationally-recognized brand that meets the below Shear Wall Table herein using materials designated for lateral load resistance b national) - structural backfill compacted to 95% relative compaction. In non-paved or non-footing areas HVAC: Heating,Ventilation, and Air Conditioning C7 specifications is acceptable. g g y Y use structural backfill or native backfill minus rocks, lumps, and organic matter, compacted I: Moment of Inertia L p p approved manufacturers. All shear walls must be positively connected at top and bottom to p g p IBC: International Building Code � W N " to 92% relative compaction. ICF: Insulated Concrete Form -beam Composite Web / Flange Joist Products. diaphragms. Walls not specifically called out, or labled NS are not intended as shear walls and p IEBC: International Existing Building Code o The contractor shall install the I-Joist products shall be built per minimum code. When roots, rocks, or other undesirable materials cause over-excavation, fill Over- IRC: International Residential Code complete with web stiffeners and other blocking / Multi Ip a Ply Members. excavation and compact per the above. K: Kip(1,000 lbs.) LVL: Laminated Veneer Lumber = bracing as shown on the Plans and / or as Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as Foundations, Footings on Soil: All footings and foundations to bear on undisturbed existing LSL: Laminated Strand Lumber 70 recommended by the manufacturer. a multiple ply king stud, trimmer, or header, connect all plies with 16d at 4" OC, staggered. soil or structural fill. All organic and deleterious material beneath footings and foundations to N Left 3 A: Not Applicable Beams, Columns. Where more than one 2x, or LVL, or LSL is placed against another and used be removed and replaced with structural fill. Bottom of footings to be below locally NB: Not Bearing N PSL (Parallel Strand Lumber) and Versa-Lam. as a multiple ply beam or column, connect all plies with glue and 2, 16d at 4" spacing; or no glue prescribed frost zone, not less than 12". OC: Not Included On o ng Z Use minimum 2.OE, 2,900 psi minimum allowable and 2 screws at 12" max spacing. Foundations, Footings on Rock: Where footings bear on rock, clean the rock free of loose OSB OrentedrStrand Board PCF: Pounds per cubic foot Z bendingstress. Glue, Epoxy. Where specified, wood to wood glue shall be commercial grade with minimum rock dirt moss debris or other deleterious substances. Pressure wash as necessary. Use > > > > Y PLF: Pounds per Lineal Foot LVL (Laminated Veneer Lumber). Use minimum shear strength of 450 psi at 28 days. Use Liquid Nails LN-940 or similar. For wood to steel, use bonding agent prior to pouring concrete on rock. Where rock is sloped less than 4:1 (14- Ply: Plywood L nd Lumber E' Liquid Nails Fuze*It or similar with min., 400 psi shear strength at 28 days. Prep and apply per degrees), no dowels into rock are necessary. PSF:Parallel Pounds per Square Foot 1 .9E, 2,600 psi minimum allowable bending manufacturers recommendations. PSI: Pounds per Square Inch stress. Where rock is sloped 4:1 (14-degrees) or greater (up to 45-degrees max), use #4 x 18" long PT: Pressure Treated with preservative Epoxy used with wood dowels or drift pins shall be Simpson ET-HP, or other brand intended for dowels rotohammered min., 8" into solid rock. Rotohammered holes to be 1/2" diameter, PW: Plywood orOSB shear wall LSL (Laminated Strand Lumber). Members wood use. Wood and dowel shall be clean and dry prior to epoxy installation. RC: Relative Compaction u; perpendicular to face of rock. No epoxy is necessary. Dowels to be located as follows: REF: Reference, not actual indicated as 1 .5E shall have min., 1 .5E modulus Window and Door O ep ninas. L- of elasticity and 2,300 psi allowable bending Header. Use minimum size as called out on Plans. All headers shall be installed with their tall o For continuous footings, use dowel within 6 of ends, corners, and intersections and at REO or Reqd: Required „ ROW: Right Of Way dimension vertical. If header is less than 3 inches wide I E. a single 2x or single LVL use a flat 36 OC max spacing. Dowels t0 be centered On stemwall. Rt: Right E stress. Members indicated as 1 .3E shall have ( g g ) o For pad footings larger than 12" square or round use three dowels spaced 8" apart S: Section modulus ° min. 1 .3E modulus of elasticity and 1 ,700 SI min. 2x nailed to the bottom of header in an "L" configuration with 16d at 4" max spacing. If no SC: See Callout Y p centered on footing. If dowel is too long to fit in footing, bend as necessary to provide 2 SD: Storm Drain O allowable bending stress. header is specified, the wall is assumed non-load bearing and wall top plate may serve as the cover at top and / Or side(s). SIP: Structural Insulated Panel header. SK: Sketch N Glue-Laminated Timbers. Unless otherwise noted, Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers o For pad footings equal or smaller than 12" square or round, use two dowels spaced 6" soG: Slab on Grade 0 all lulam beams shall be 24F-V4 DF/DF. Glulams for each opening shall be individual members with full-height kin studs between them. Each apart, centered on footing. If dowel is too long to fit in footing, bend as necessary to provide SPF:Spruce Pine Fir O� 0 g p g g g Y p SS: Sanitary Sewer Q O 2" cover at to and / or sides STAO: Shear Transfer Around Opening ui for use as beams shall have camber built in per header shall use the number of king studs specified below or in the Structural Callouts. P ( )' SP: SIPs shear wall 0 manufacturer's recommendation. Use industrial Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining TYP:Typical z LU LLi w of similar bearing length and capacity may be substituted for trimmer. material and a suitable vapor barrier (designed by others) are recommended for all interior U-D: Upside-Down, hanger typically — 0 � � _0 appearance grade, unless visually exposed to UNO: Unless Otherwise specified elsewhere Q Q I)f A M King Studs. Unless otherwise shown on Plans use the following. These must be full-height, slabs. V or v: Shear(Ibs)or unit shear(plf)respectively w p interior living space use architectural appearance w:Wall,full length 0 Z U Iii N bottom plate to top plate, IE diaphragm to diaphragm. Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending _ J 00 Q Z m grade. All glulams shall be manufactured by an • * Opening less than 6' wide — use min., one king stud each end of header. to finished grade, shall be provided at the base of all footings and retaining walls which will WWF:Welded Wire Fabric Q o z o o w AITC approved fabricator. Store and install in • * Opening 6.1' wide to 9' wide — use min., two kin studs each end of header. have earth laced against them. Footing drains shall be 4" perforated pipe routed m N Q a- co pp p g g p g g p p p LOADS accordance with manufacturer's • * Opening 9.1' wide to 16' wide, use min., three king studs each end of header. downgradient to daylight, unless Otherwise specified. Following are the loads used for the subject design/analysis: recommendations. Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a CORROSION RESISTANCE: w header, the end of the header shall be connected to the remaining to late beyond with a o Roof live:20 psf. Pressure Treated (PT) glulams shall be not less g p p Y Fasteners, Framing Hardware. Use galvanized, epoxy coated, or stainless steel for all nails, o Roof+ceiling dead, includes 3 psf for future solar panels+ 1 layer of comp or metal o horizontal CS20 strap with minimum 12" length on the header and 12" length on the top plate screws, bolts, lags,_ a s washers, nuts, framing hardware, etc. for ALL exterior applications. roofing: 15 psf. than 10 /o weaker than the above in bending, g ' g pp o Roof snow:25 psf beyond. Strap may be on top, inside, or outside of wall. Structural Steel. Coating for structural steel shall be per that section herein. o Floor live:40 psf Q shear, and modulus of elasticity, using suitable Anchor Bolts. STANDARD CONCRETE: o Floor dead: 15psf z wood species for pressure treating. Shear wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the o Stairs and exits, residential, live:40 psf w N Standard Concrete. Concrete for footings slabs and walls shall attain a minimum 28 day o Deck live: 60 psf N spacing shown in the Plans but never greater than 72" OC and within 12" of ends and corners, o Deck dead: 10 psf. LL with 3" x 3" x .229" steel washers, wrench tight. Wet set anchor bolts shall have a hook or head strength of f c = 2,500 psi unless otherwise noted on Plans. Minimum cement content = 5 o Exterior wall dead: 10 psf z Q � sacks per cubic yard. Maximum water/cement ratio shall be 0.45. All materials shall be in o Interior wall dead:7 psf on the embedded end. Rotohammered anchor bolts at the same spacing may be used in lieu of o Seismic Factors: Ss= 1.31, S1=0.38 �1 Q wet set - see specifications in previous section. An alternate to wet-set anchor bolts and washers accordance with ACI 318, latest edition. Mixing and placing of all concrete to be in o Seismic Des Category:"D" z v, W may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. accordance with IBC and ACI 304 latest edition. o Wind Exposure'C W W V 3-sec gust: 110 mph. I I I (D Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and o Assumed allowable soil bearing pressure: 2,000 psf. Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of J � 0 fI) ends and corners and shall be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" / or waterproofing may be used provided the strength and durability of the concrete is not BASIS OF DESIGN —APPLICABLE CODES: V —�, LU min embedment wet-set, or 1/2" Titen HD with 4" min embedment. adversely affected. Code. The designs herein are prepared in accordance with the 2018 o IBC. Construction shall conform with the most recent building code Non-shear wall anchors may be 0.145" diameter powder-actuated ins with 1" min concrete Air Entrainment. Provide 5 /o air entraining in all concrete exposed to the earth or weather. y p p High quality fly ash or other natural ozzolan may be used in accordance with adopted by the approving jurisdiction. W J U O embedment, at 16" OC, unless otherwise shown . Fly Ash. 9 q Y Y p Y Structural Strategy. See page C1, Structural Calculations. O U Decks: Joist hangers used at decks shall be galvanized, connected to all wood members with ASTM C618 with a corresponding reduction in cement content. Any such concrete shall Calculations. The calculations included herein are only those required Q corrosion-resistant nails or screws, size per hanger manufacturer. Ledgers shall be attached with obtain at least the strength and durability characteristics as Standard Concrete listed above. to ensure compliance with code. We do not intend to compute every O z screws or lag bolts per Callouts. All hardware and connectors shall be at least medium-duty CONCRETE REINFORCING: structural element nor every load combination. Much of our analysis is � 00 corrosion-resistant with galvanizing or similar. Flashing and waterproofing is b others. Stren the Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars rebar for LIMBl"LI (ByMITED Inspection.) C OCV,) Q 9 9 9 p 9 Y 9 g g ( ) LIMITED SCOPE OF CONSULTANT'S WORK: Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil, standard footings, stem walls, and slabs on grade shall be grade 40 (Fy = 40 ksi) or better, Consultant. The consultant in responsible charge of the work indicated M and when directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise unless otherwise specified in the Plans. herein is Tim K. Garrison, P.E., doing business as ConstructionCalc, non-reactive with metal connectors (including nails, bolts, framing connectors, etc.) or structural Strength: Retaining Walls and other Structural Elements. Reinforcing bars (rebar) for Inc., hereafter indicated as "CCI." Scope of Consultant's Work. The scope of work of CCI is limited to steel members. retaining walls retaining more than 4-feet of soil and their footings, and for structural beams, structural analysis of a new single-family residence..CCI takes In certain cases non-pressure treated lumber may butt against concrete. In these cases use a structural columns and the like shall be grade 60 (Fy = 60 ksi) unless otherwise specified in responsibility only for items specifically addressed in our drawings and layer of heavy, asphaltic-treated construction paper between wood and concrete. the Plans. calculations. Constructed items not specifically addressed herein shall Blocking / Bridging. Provide continuous blocking at all bearing locations. Provide full depth Splicing, Bending. All reinforcing shall be spliced detailed bent and supported in be built per current building code. �/'� =w � g j plywood diaphragm ac roc dancthe most recent ACI code adopted b the UrISdICtIOn. CCI has not been retained to perform construction inspection. CCI �/J bridgingor blocking at 8 OC max. in joist or rafters without continuous I ood dig hra m0. w� p Y takes no liability or responsibility for ensuring constructed items are W g-U,o connection on the top . Welded Wire Fabric. Unless otherwise specified, welded wire fabric WWF shall be W2.9, w�-0 p ( ) built in accordance with these structural analyses, and /or the building aw°� . Framed floors which support posts shall be solidly blocked within the floor cavity to positively 6"x6" (6 Ga.), ASTM A-185. Splice by lapping one mesh +2" all sides. code. Further, CCI does not specify Special Inspection per the IBC, �z�J� zw�Uw Q,qz, transfer post column, or other concentrated loads through the floor to the supports beneath. IRC, or other local or national building codes. Special Inspection ����0 ' Cover. Provide the following minimum cover: ���Ym Nails: Nails called out herein are "common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, requirements are the responsibility of the approving jurisdiction and 7 =NQ�0 Footings and other unformed surfaces, distance from the bar to earth face...3 the Contractor. Z =Za similar length nail gun nails may be substituted provided 50% more nails are used. For example Formed surfaces in direct contact with earth ......2" SINGLE PROJECT: ZwU0� if 8, 16d are called out, the number of similar length .131 diameter nail gun nails required is o,>00 Surfaces exposed to weather........................1-1/2" The calculations, drawings, notes, specifications, and /or tables N�Zw° 8*1 .5 = 12. As another example if 16d nails are called out at 4" spacing, the spacing of similar prepared by CCI are valid only for the project indicated herein. These w�W W o For slabs on grade, center the reinforcement in the slab unless otherwise specified. w�aZZ length, narrower nail gun nails shall be 4/1 .5 = 2.7 . documents are not valid, are not applicable to, and shall not be used �/ BOLTS AND DOWELS IN CURED CONCRETE: Z�Q= Screws: Screws may be substituted for nails in all applications. Screw diameter shall be #9 or for any other project at any other location. g „ p g General. This section shall apply to bolts and dowels installed in cured concrete using COMPETENT CONSTRUCTION PERSONNEL/ SAFETY: #10, UNO. Screw length shall be sufficient for min., 1 .5 penetration into all members being awNM! connected. rotohammer techniques. Minimum concrete embedment = 4-inches unless otherwise Only competent personnel familiar with construction and safety N Zm2 omQw= practices germane to the project shown herein should be employed to U Z Z o a Z Simpson SIDS Wood Screws. These are 1/4" max. diameter lagbolts. An similar type or brand specified. Minimum distance to any edge or end of concrete = 3 from hole centerline unless zW Y Yp assemble and construct the work. ZOOZ» otherwise specified. -)- may be substituted including SDWS, SDWH, LedgerLOK, Big Screws, or similar. Length shall be p Contractor shall be responsible to comply with all OSHA and State zz sufficient for 1 .5" min. penetration into all members being connected, UNO. Min distance from Existing Reinforcing. It is important that no existing rebars are drilled or cut during Labor and Industries Standards. Contractor assumes full responsibility a��°° g °° rotohammer operations. Location of existing reinforcing bars may be b non-destructive as to construction methods used, safety provisions employed, and the Z,Z< centerline of SDS to wood member end or edge, or another SDS = 1 .25 , UNO. p g g Y Y 000M finished as-built condition of the structure and related systems. - Lag Bolts. All lag bolts greater in diameter than 1/4" shall have pilot holes pre-drilled. Size of pilot methods (pachometer, radar, or similar). 12�0 „ MATERIALS AND METHODS: 0" hole in threaded portion shall be 70% of the unthreaded shank diameter (or alternatively, 90% of Washers. Use 3 x3 x.229 washers on all wood mud sill anchor bolts. Such washers may be Provide and install all materials in accordance with manufacturer's Z<Z, the root diameter of the threaded portion). Pilot hole diameter of unthreaded portion shall be the slotted, with plate washer under the nut as allowed by the IBC. At non-mud sill locations, requirements and recommendations. It is the contractor's �z same diameter as the unthreaded shank. Use min., 4*diameter for end, edge, and center-to- smaller washers may be used. Use a steel plate or malleable iron washer under nuts and responsibility to ensure all field personnel understand and adhere to UNO. the heads of all bolts that connect wood. this. • GAS ' t OWNER APPROVAL center distances, �,� TEMPORARY SUPPORT AND BRACING: Oe y, d Bolts. Use washers on all bolts. Tighten all bolts to a very snug wrench tight condition. Use Non-EpoxySystems. Use Simpson Titen HD where shown in the Plans. These anchors may Q General. Provide adequate temporary support to all walls, roofs, �.,, standard A307 bolts, UNO. For bolts in wood, drill the same diameter hole as the bolt; for bolts in be used to resist tension loads and shear loads. Install per manufacturer's beams, columns, and floors during construction. Design of same is not x INITIAL: steel drill holes 1/16" larger than the bolt diameter. Provide the following minimum edge recommendations. included herein. Contractor or owner should check all temporary- PAGE # distances between centerline of bolt and all edges of bolted wood, and between centerline of supporting devices with a qualified person. Contractor shall be f �o4ogCOnEc0 g Epoxy Systems. For bolts, use Simpson epoxy-tie bolt system with ET-HP or SET high ze�r3 � T i� w O� multiple bolts: strength epoxy, with zinc plated, A307 all-thread responsible for the adequacy of all temporary and/or permanent S Y bolts as shown in the sketches. For support 5/8 inch diameter bolts ................... 2.5 inches pport systems. 12/23/22 dowels, use ET-HP or SET high strength epoxy and rebar as specified on the Plans and Retaining Walls. Do not backfill against retaining walls until concrete 3/4 inch diameter bolts ................... 3inches Callouts. Drilling of holes and installation shall be in strict accordance with epoxy has cured to at least 2,500 psi (okay to use high early strength Minimum distance between centerline of bolt and any edge of steel plate (angles, gussets, manufacturer's recommendation. admixtures or additional cement in the mix to achieve this). For 24 ✓'V,gCOR��' flanges, webs, etc.) shall be 1 .25". retaining walls that are to be connected at their top to horizontal floor �r0 FIELD„SIR diaphragms, do not backfill against the retaining wall until such ar4LLr 17 of 19 horizontal diaphragms are in place and properly connected to the i5 �'� �' retaining wall. �:[TF_A&5 �,-[LY . DESIGNED BY: J. STERLING N N DRAFTED BY: N cl J. BASS E 0 1/4" = 1' U.N.O. DATE o w 12-23-2022 a 17HD 15FF Lz X O N yy� ❑I 0 7 a C N m Q NO W e HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP Model:HDU2-SOS2.5 Anchor Diameter: 4a' BEARING WALL BEARING WALL m Maximum Allowable Tension(its.) °a t3" in ti �{ w OFISP a J 3675 2215 O t o a LL o a O HDU5 Inslallalion (HDU2 Similar) v ILS.Patents 6,112.495 s 0 Q BEARING WALL — +• CN Em59dms,E[Depth,I°j in. s 2 x a o C: SLmpean BFISP SpeClss 8PF/'aF8'Edes �Y o H Q 0 3 Anchor Anchor - 2%k Q Anchor Mndel COntll[lan CondhlN. Y_ rsor long o0o o U) Q (� �4P° FadPII End-Of- Mrn- O � 21 Miawall Corner Mldwall Corner � a ra 1, //�� yfgll, ills)) G G LL V J LLI r Adhruliea $E7 8$ 12 1IJ 5 5 5 Anchor AT WA 12 1a a 9% to a n Z \W\ LW a a / r M � 1 Andmr THD 10 70 19 10 10 40 Q Q /Will ~ M Casn,I olece 3 26 )Yen 12% P2% 1216 121fI 12% o e o e 0 J U z N ` o a O +Zr Anchor R�(Q�T/� 1.See page 81vr addi1iona relads par Ihis loundalian type. N!V I IC O �/Q w STE MWALL INSTALLATION AOHESLYE ANCHON DETAILS Q Q Z 2 LU f3ae pope ro xv mernamral anrm,rxm rr mrTare•in•play nrpLrra} ZCN !\I a- co Li e q Mlbell llnelor Ilin.Edge(Cj=11i' Corner q ep i.E M : r m.Edge - u' Nailsa Min.Tabor nM required In I`Min Nm� I`N Mi. ° • leniih i9 2 x le mare any. U L 5 Plan View-Sle mNa It Foundallo. \• a Midrrall and Gnmer ApnlicaHOnL L 55'MIn.end dktance nAaroI aa ' Shear i ht Con structionC,91c. Inc (CfYUCfUYaI Nall alloUt oH r � T 1 O � � N End-Of-WolfAnchor Min. ­d' M,.Edge(C,=14A :uq Typical Shear all Callout Symbol aum. LL 00 f 1 PW This s-�rmbol indicates a dedicated shear '+'+call or panel, the type per callout below- z Q � p NValls '4'4�ithout this symbol- or fabled 'INS" are not dedicated shear walls - use code-standard c onstructio n- i �^ MI' 3-4 Q Plan Ylew-Walnwah FNundali6n q" arep Nfin- length o shear panel_ ft- 1 1 1 / End.-SleI Applicound Sho},� W Ise a te' If " '7", construct entire V all per this callout, -'+ith minimum ind.i�-idual panel lengths indicated on plan- V LU Imi Top of anchor Il toned peer Sh-ninpiMin.re w'= eCapa- Stud email Edge Sill Block- iirall to Top of maa4 length U O"' city-. Nails Stud Stud Nominal matI ! Field Top plate ing at parallel '~call to spc'g, WOUBeEllen innr- nFpensnon SrnionYew-SumwanFoan0lNn u-ind/ Sheath or height spac'g. stud (see spac'g Top plate studs uasup- framing perpen- BottomIud sill R-' 4" C\IAypllpti" End-Ot-Well LpplicEllen 2 x b min.012�" O enddistanoe Call- leis, ing. Sides of screws. max., max.. sire. Std still Stud Plate, splice, 'u-/ edge ported or rim or dicular plate to anchor to min � � z SHEARWALL TOP CONNECTIONS out Eh if min. wall sire ft. in. min. secs spac' in. min. min. nail' edges es rim blk"g framing framin concrete embed C N Q NOT TO—SCALE 2 p specs) t` g2 g g �'' a' g' � D1 TYP.SHEAR WALL TOP CONNECTION Detail Detail Detail � M FRAMING PARALLEL,RIM OR CON'T BLOCKING NO SHEATHING SPLICE SHEATHING SPLICE Ql N TRUSS,RAFTER, TRUSS,RAFTER, JOIST,OR CON'T BLKG a or JOIST,OR CON'T AFT BLKG 7 1 6"r 0 2 / @24 Con't 5'8" 1-bolt LTP4 OPTION A34 OPTION one_ 1�J a larger aT4'4rn l/l2 l + con't sheathing Con't or J�,, II OSB or er Arch FV fVi 11 _ sheathing 77� NO SHEATHING SHEATHING SPLICE L� either p " She athul� +bllcg or Sl1eaL[llIl Titen 1 D_ ¢ ¢U pl��'ti-o- 48 lap 7� Z�Z SPLICE HERE CEILING OR 1 68 Side_ H 5_ or or 1 6 d w O O. CEILING OTHER BLKG 1P od, 8d 16 16 2x6 Sawn 6/12 1 2- 2x 4; 10- 2x or 44 or �} '4'4,' 3" 72' O Zaa¢ TOP OF SHEAR WALL 12 0 appl r SD '-C- •LG 6" or z W U O PER PLAN orient 16d LTP4 at `-' '4'4rshr- Or _ directly 15600, 4-5" SDS ;a(s D3 TYP.SHEARWALL BOTTOM CONNECTION ewer 19 1_ _x6 Sawn /12 1 6 max 9 ' - I S or a N o to studs � � �� c'Z 1� Z ON FRAMED FLOOR din- or LL 'ISAP J og Yy Liraa max JOIST JOIST W/SHEATHING V o X=z a W/SHEATHING SPLICE OVER RIM JOIST Con't V 3 W N N BOTTOM OF SHEAR WALL 1 BOTTOM OF SHEAR WALL ��iL I _ O O PER PLAN I PER PLAN sht g or O.21 = HO2F2 LT.WALL SHEATHING = I 90�y ,r+ �y II z=: ox STOPS OR IS NAIL OR SIDS PER TABLE ALT.NO SHEATHING i CODE MIN.NAILING 4 7lJ� tF l L. l l 6a('.Oj 7 w�w w O SPLICED HERE 2P ' (same same same same 1 same same or 1 same same same 2x same same or 51I same 2" ` Z�Q z z SPLICED HERE L,H ¢- JOIST JOIST ✓ u. w '.1 O z O O ¢wOm'Q " F2zO K WALL,BEAM OR � WALL,BEAM OR O 3 3❑O Z w n ¢Z FOUNDATION FOUNDATION don Zw U¢¢ STRONG WALL SB ON UPPER 2 2 " W o Z a a 00./ 1'� or 4/4�4 d-5 SDS rn LEVEL FRAMED FLOOR 5GIV S? II both 1/2"= 6d 10 24 2x4 (same) 1 (same) 53�e (same) A (same) (same) II (same) 72 �r// �00 200 .}� zw� SIDE VIEW -LIMFRONT VIEW �` 5/8 II J g zz U U 7/160SB SHEATHING SIMPSON STRONG-WALLSor Z m 0002 SIMPSON STRONG-WALL SB • . . a m ai N O PER CALLO UT z U~ PER CALLOUT NVEK HOUSE WRAP ¢y O z 2X6WALL SIDING MATERIAL O m 1/2"SHEETROCK HGA10 z z O EXTRA RIM BLOCK ¢z� 1 1/2"GYPCRETE FOR w 4Q O ADIANT FLOOR HEATING HGA10 ANCHOR BOLTS PLAN AREAS N PER CALLOUT OSB SUBFLOOR GOUGE RIM AS NECESSARY CGI AR FOR ANCHOR BOLT STUD STUD STUD MAIN FLOOR 2,017 SQ.FT. t, a Wl�►� OWNER APPROVAL 11 718"BCI FLOOR JOIST ANCHORBOLTS Lower LevelWalls a rl d Main Floor Fri l rl "' ` EXTRA RIM BLOCK PER CALLOUT BASEMENT 964 SQ.FT. �'" � � INITIAL; TYP.SHEARWALL TOP CONNECTION - A I I interior floor sheathing is 12F ar p• T � PAGE #� -FRAMING PERPENDICULAR TOTAL LIVING AREA: 2,981 SQY 1 pRCODEC, - All exterior walls atthis level are 2P r p- �.� ��°4 z Y °�°t TRUSS OR RAFTER TOP OF SHEAR WALL @ TRUSS HEEL W TOP OF SHEAR WALL @ .k 1 0 ry (�2) RAFTER OR JOIST NO SHEATHING SPLICE TRUSS HEEL RAFTER OR JOIST NO SHEATHING SPLICE ROOF EDGE NAILING ROOF EDGE NAILING SPLICED OR STOPS Interior bearing walls are indicated with diagonal hatching. GARAGE 843 SQ.FT. 12/23/22 TRUSS OR RAFTER w CON'T BLKG CONT.BLOCKI =u TRUSS SL K OR THERF LHT. — oorjoIsts are0P 1 except as r7Gt otherwise. ENTRY 110 SQ.FT. �cs W W 24 RIM OR CON'T BLKG---,,, LL° CON'T BL K JOIST PA( �� 19COg JOIST J O OR RAFTER OR RAFTER o m RIM O CON'T BLK I } :L�� OPA I'� �} �G H1 OR H2.s OPTION ALT.,NO SHEATHING—,-- TALLHEEL TRUSS �I.I. I H2.5 OPTION lr r�1 framing: 1 1 code. 1 �� SQ SPLICED HERE SHEATHING OR H2.5 OPTION �! COVERED DECK 381 SQ.FT. EM-4t 66 5 sE�� x L� - I deckingi 131)1), � -�r�. 18 of 19 OR H2.5 OPTION\ I STOPS HERE SHEATHING STOPS OR IF SHEATHING SPLICED OR 7 SDWC156000PTION OR SPLICED HERE SDWC156000PTION SDWC15800 OPTION TOP OF SHEAR WALL HERE,USE H2.5 OR PER PLAN sowc15600 DWC156000PTION TOP OF SHEAR WALL / PER PLAN Il[6PEN DECK 232 SQ.FT. lTEM,s DESIGNED BY: J. STERLING N N DRAFTED BY: N cl J. BASS E 0 1/4" = 1' U.N.O. DATELU o 2PW 12-23-2022 W a 2PW I I 2PW W W 2PW W 2PW I W � — — L � X E. Q) J J I 2 Z m 1 W 1PW 70 IL I _ m 0 1PW 1 W e HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP W z LModel:HDU2-SD32.5 Anchor Diameter: W 1 P W W U Maximum Allowable 9 ° Tension(Ids.) °• ti' W •o tg BEARING WALL g N •° � BEARING WALL 1PW iLl — — — — — — — — — — — OFISP � a J 3075 2215 O J J E 04 I � HDU5 lnslallalian • (HDU2 Similar) - v N a a Z Q ILS.Patents 6,112.495 ~s 0. m Q INSTALLATIONSTEMWALL 00 Enn6 iijnn of Depth,le I in.l r p 2 K 4 a o w W grm'S6n DFISP Spacles 8PFfaFB'Edes o H Q 0 3 Ano hcTie Anchor Condltlnn Cendltlon Y_ 2><le /lepgDl o� 0 1Pw O Q Q Anchor MOdel EHI Of- End-Of- hlln- O Miawall Corner Mldwall Corner a ra 1, /� {M311, 111a11 G G L.L V J LLI r Adheaiu6 $E7 8$ 12 10 5 5 5 A^ AT 9% 12 10 5 91A 10 a 1 P Z LLI LLI Yen dmral sTHD 10 10 10 10 10 10 a a w ey N Andtor 7HD LL Q Q LL � M Cast-In-Place 88%624 18 18 18 18 18 18 •° o e Anchor SSi816 12en 12% P2% 1276 125fI 12% o e O a 1 P W W Q /� 0 Z 1.See page S ivr addlliona relads Fnr This ioundalian type. MSTL J J - Q z N � O �/Q LLI STEMWALL INSTALLATION ADHESWEANCHCH RETAILS Q Q Z 2 M LU fdr°°ap.ro xv mernamral anrmrrxm rr mrTa,e•in•play nrpEnll.} . Z !\I 0- F •a LFL Mlbell llnelor. — IA in.EdgeIG1 1W Corner BEARING WALL W 11 E:M w r -f 1n. 6geUj Nailsara min.rear n x reouiren 5GW 1 P W 1 P W In I`Min�•`Nm� I`N Mi. ° • 18110is2x6 mare area. U L ti EXT. a i — — Plan View-Slem Iii F...dMi.i. k° s1idrrall an d Cnrner Appl icationt Structural Shear Nall Callouts - Copyright C011structi011C'�i1C. Inc CCI 55'hltln.end distance � ) Z � nail,aa Ir Aa�:, End-Of-Well Aneher Min. d' N LI T.Edge rC]=111' 1 u•19 Typical Shear Wall Callout Symbol O N imam. f co 1 P 4—� This "'timbal indicates a dedicated shear ++call or pane type per callout bolo sti- z Q 0-) NV '4'4�ithout this symbol- or fabled 'INS" are not dedicated shear walls - use code-standard construction- - 3-4 Plan Ylew-3lemwah F6undali0n End-01-Wa11 Applicalion •^ AND N11I1 length o1 shear panel ft- f Shorn LU 1 1 1 Ise '"' �• If " '7", construct entire Vvall per this callout- -'+ W With minimum indh-idual panel lengths indicated on plan- (D U)� =' ° - - Conc. LU .I LU Top of anchor InIallad pier Sheelhingi cur } Min-mbar 4 w'= a [` Capa- Stud msk ail Edge Sill Block- wall to Top of a J Vh U U O city-. Nails Stud Stud Nominal matI ! Field Top plate & ing at parallel '~call to spc,g, UJI O U=I r 86EIlen VlNw- - staMwa"Foensen•n 3rnionYew-suawanFoan0lNn wind/' Sheath- or height. spac'g. stud (see spac'g �a Top plate studs unsup- framing perpen- Bottom Mud sill 3i-' 4" O C\I IeidLEan Aypllptlen End-Ol-Well 0.pplicellgn 1h"Min �2X IT or wind LNId dC:t81106 Call- leis, in-. Sides of screws, may.. may.. sire. Std st'L Stud Plate, splice, ii`! edge ported or rim or dicular plate to anchor to min Z SHEARWALL TOP CONNECTIONS out Eh if min. wall size ft. in. min. specs) spac' in. min. min. nail' edges es rim blk'� framing framin concrete embed N Q NOTT TO—SCALE 2 p 1' t` g2 g g >•'" a• g• 2 D1 TYP.SHEAR WALL TOP CONNECTION Detail Detail Detail FRAMINGD (Y� PARALLEL,RIM OR CON'T BLOCKING NO SHEATHING SPLICE SHEATHING SPLICE Q1 D2 D3 N TRUSS,RAFTER, 2PW W i on't , TRUSS,RAFTER, JOIST,OR CON'T BLKG 6y or /6 pp JOIST,OR CON'T BLKG �"" �} ? @ �� .O" i-bolt LTP40PTION A340PTION one- �`./ a larger Sa'4'+rn 1/12 16 con't sheathing Con't or z', II OSB or er march FV, fVi 11� sheathing ALT. SHEATHING L� either p pii +bikg- or sheathing HD_ ¢ ¢U NO SHEATHING SPLICE pl 'ti o- 48 lap She athing Titen Z.v-Z SPLICE HERE CEILING OR 2Pw 1 ' Side_ 17J} _ i- i- 1 d w O O IS CEILING OTHER BLKG w 1P od- 8d 16 16 2x6 Sawn 6,/12 1 2- 2x 4; 10- 2x or Av4 or �} '4'4�, 3" 72' O Zia¢ TOP OF SHEAR WALL 120 appl�r SM VC- -d 6" or U 'U'0 PER PLAN orient 1 d L TP at '4'4rshr- Or w o 2 directly 15600- 4-5" SDS ;a�s0 2PW either Sawn 3 6" max- N l IAS or 7 =Woo TYP.SHEARWALL BOTTOM CONNECTION W W to studs 2 •C`Z 12 Z �K°Z, D3 ON FRAMED FLOOR 19 1_ _x6 /12� 12 — z 99F,300 1 Pw dir- or L L �IASAP ���W max z =WQ< JOIST JOIST W/SHEATHING V o X=z a W/SHEATHING SPLICE OVER RIM JOIST Con't V 3 W N N v M OF SHEAR WALL BOTTOM OF SHEAR WALL �i I = a o O �� O� w� AN i PER PLAN ]1kt g or U O z=¢ HO�F� LT.WALL SHEATHING r}�r}y ,F+ �yIIz=STOPS OR ISR SDS PER TABLE ALT.NO SHEATHING CODE MIN.NAILING 490.. tF12 1 l6a,('.Oj w w w O SPLICED HERE 1 (same Same Same Same 1 San1e (same 1 Same Same Same 2x Same same or 51I (same 42" Z ¢SPLICED HERE 350 or 11 fi �¢aoUO JOIST SDS 1 , 1 7Q�a�ZW L OOzUO Z'1L6N I I IBEAM OR WALL,BEAM ORWpO` LLn 0¢ZATION FOUNDATION dor Z w U¢¢ STRONG WALL SB ON UPPER 2 2 " W o Z a a 00./ 1'� or 4J4�4 d-5 SDS "° �� LEVEL FRAMED FLOOR 5G " both 1?'2"_ 6d 10 2 2x4 same (same) 53�e (same) A (same] (same) " (same) 72" y0FZZ 200 '8 7/71 zw800 SIDE VIEW FRONT VIEW , ,' II J g�K U U SIMPSON 7/16 OSB SHEATHING STRONG-WALL S or z O 8 OZ 1 SIMPSON STRONG-WALL SB ` a m ai N O PER CALLOl1T z U z PER CALLOUT NVEK HOUSE WRAP ¢y c7 z 2 X6WALL SIDING MATERIAL O m 1/2"SHEETROCK HGA10 z ILL Z O EXTRA RIM BLOCK w ¢z x 1 1/2 PER CALLOUT'GYPCRETE FOR w 4Q O ADIANT FLOOR HEATING HGA10 ANCHOR BOLTS 1 PW PLAN AREAS N 3/4"OSB SUBFLOOR GOUGE RIM AS NECESSARY GAR n FOR ANCHOR BOLT STUD STUD STUD MAIN FLOOR 2,017 SQ.FT. t, afW1� OWNER APPROVAL 11 718"BCI FLOOR JOIST ANCHORBO EXTRA RIM BLOCK PER CALLOUT BASEMENT 964 SQ.FT. '' INITIAL: #' o TYP.SHEARWALL TOP CONNECTION PAGE -FRAMING PERPENDICULAR TOTAL LIVING AREA: 2,981 $Q.FT � a 4OJL CODE C o 4 TOP OF SHEAR WALL @ TRUSS HEEL W TOP OF SHEAR WALL @ � 'T Y { (�2) TRUSS OR RAFTER RAFTER OR JOIST NO SHEATHING SPLICE TRUSS HEEL RAFTER OR JOIST ,~� G� NO SHEATHING SPLICE y ROOF EDGE NAILING ROOF EDGE NAILING SPLICED OR STOPS GARAGE 843 SQ.FT. 12/23/22� TRUSS OR RAFTER CONT.BLOCKI CON'T BLKG i n TRUSS BL K OR p� THERF LHT. RIM OR CON'T BLKG---,, LL° CON'T BL K JOIST JOIST J O OR RAFTER ENTRY 110 SQ.FT. OR RAFTER om RIM CON'T BLK �+-1 14 O� PA( ��, 19'COg N COVERED DECK 381 SQ.FT. EM�tA49-ss sEA� xL� H10RH2.5 OPTION ALT.,NO SHEATHING—,--- TALL HEEL TRUSS rc6 H2.50PTION SPLICED HERE SHEATHING OR H2.5 OPTION 2: � 19 of 19 OR H2.5 OPTION I STOPS HERE SHEATHING STOPS OR IF SHEATHING SPLICED OR 7 SDWC156000PTION OR SPLICED HERE SDWC156000PTION SDWC15800 OPTION TOP OF SHEAR WALL HERE,USE H2.5 OR PER PLAN SDWC15600 DWC156000PTION TOP OF SHEAR WALL / PER PLAN PEN DECK 232 .FT.