The URL can be used to link to this page

Home My WebLink AboutPermit File BLD-2022-0969 3928 Rock Ridge Parkway (10) FFRIGP CODE & PROJECT DESCRIPTION PROJECT INFORMATION J. STERLING M N O N ZONING: R2 N OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE PROJECT ADDRESS: J. BASS CONSTRUCTION TYPE: TYPE-V T 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 SATE o - 2018 INTERNATIONAL RESIDENTIAL CODE Z 12-23-2022 - 2018 UNIFORM PLUMBING CODE - 2018 WASHINGTON STATE ENERGY CODE PARCEL# P 133951 03-29-2023 CLIMATE ZONE: 4C ENERGY CREDITS REQUIRED: 6 ENERGY CREDITS TAKEN: ENERGY CREDITS TOTAL: 6 r 0 - PLAN AREAS - E. DEFERRED SUBMITTALS MAIN FLOOR 2,017 SQ.FT. (D W BASEMENT 964 SQ.FT. - 1 . MECHANICAL HVAC SYSTEM DRAWINGS 1111MMITIMIRTTOTAL LIVING AREA: 259$1 SQ.FT. 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS MID 3. NATURAL GAS DISTRIBUTION DRAWINGS - GARAGE 843 SQ.FT. -- 4. PLUMBING DRAWINGS - 16 1.1. E 5. ROOF TRUSS DRAWINGS / CALCULATIONS ENTRY 110 SQ.FT. 6. FLOOR JOIST DRAWINGS / CALCULATIONS w 7. LANDSCAPE PLANS COVERED DECK 381 SQ.FT. 8. LIGHTING PLANS 9. CABINET SHOP DRAWINGS OPEN DECK 232 SQ.FT. L 1 U 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS 11 . FIRE SPRINKLER (IF APPLICABLE) ; 12. SOLAR PANELS (IF APPLICABLE) _ 13. ELEVATOR PERMIT (IF APPLICABLE) ' E OWNER / DESIGN INFORMATION FIRE AREA: 4,315 SF o O DESIGNER INFO FIRE FLOW REQ. = 15750 SQ FT N DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. o EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM Cr) 0 NEAREST HYDRANT 0 DRAFTSMAN: JESSE BASS - STRANDBERG CONSTRUCTION INC. Z LI_i w M -0 EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM Of Q Q lr : �oFaRcaaE�a � HYDRANT: #920 0 p w BUILDER INFO �`�� Y o � DISTANCE: 140.9' _ Z 0 Q Z o m NAME: STRANDBERG CONSTRUCTION, INC. � eVisiO � m 2 O Q co ADDRESS: 2018 R AVE., ANACORTES WA 98221 CIE HYDRANT: #921 TELEPHONE: 360-293-7431FIHIIE ZUII\MIWA\*,., ]L F 1K1E5111D1E1N\ G°f, 0 eti ~o$ DISTANCE: 89.4' w OWNER INFO FIELD NAME:NAME: JEFF & LORI ZUMWALT 3928 ROCK RIDGE PARKWAY, ANACORTES , WA 98221 COMBINED FLOW TEST = 2066.4 GPM @ 20 PSI U ADDRESS & TELEPHONE AVAILABLE UPON REQUEST Z o W >2ILL N z Q � °0 LAYOUT PAGE TABLE Fn M QREVISION TABLE w W � � PG# TITLE COMMENTS CONTRACT DATE PG# DATE DESCRIPTION J o �, COVER SHEET A1 , A3 03/29/2023 CHANGED FLOOR FRAMING TO SLAB ON GRADE UNDER BASEMENT STAIR AND BATH 2 U � - W PLAN U o C1 SITE W w Q0 0 o � � z C2 STORMWATER BMP s � co Q C3 CURB , SIDEWALK, AND DRIVEWAY co AO ARCHITECTURAL NOTES IN Al FOUNDATION PLAN FINAL EQUIPMENT AND OPTIONS TO MEET OR EXCEED THE REQUIRED 6 TOTAL CREDITS Q ¢U A2 FOUNDATION DETAILS Table R406.2 Fuel Normalization Credits o ZFU o a p�wK Fuel Normalization 01 A3 BASEMENT FLOOR FRAMING PLAN System No. Full Description Select System Type Credits EnergyCredits Total Credits � zoo�� For an initial heating system using a heat pump that meets federal standards for the a~60 equipment listed in Table C403.3.2(1 jC or C403.3 2(2} a OR Air to water heat pump units that �N2am A4 BASEMENT FLOOR PLAN are configured to provide bath heating and cooling and are rated in accordance with AHRI Z,"' zowwa 2 550..+590- Heat primp with electric resistance or fossil-frlel srpplemental heat requires Heat Pump, air-to-air or air to water 5.0 r r Zw�; compliance with WSEC 403.1.2 "Heat Pump Supplementary Heat"- Packaged Terminal Heat = o=>2,Z =��D0 Pumps (PTAC-HP�requires an HSPF tested value (See SEC Interpretation dated December N awe A5 FLOOR FRAMING PLAN jz=a 2020}. Hod~-0 w_-w- �oo �rNaz as"o A6 MAIN FLOOR PLAN �_~-° Table R4Q6.3 Energy Credits � oo°moo a��'ma �Oz�I Energy o�Qoo A7 ROOF FRAMING PLAN Zz�Zz 0 tion No. Cate o Select O tuns Credits Brief❑escri tion of Selected 0 tions' zw as -C�UZ» y7-HH U 0.28 Windows f R 38 floors or R 10 Fully insulated slab- Or oSo'. 1 Efficient Building Envelope Option 1.3 0.5 Zr.U00 A8 BUILDING SECTIONS 51a reduction in UA zw o0 a��UU am�No 000M 3 0 ACH50.+High efficiency fans J For R-2, 0.3 cfm per f[2 at 50 °O U= 2 Air Leakage Control and Efficient Ventilation Option 2.1 0.5 �QCDo ayoz A9 BUILDING SECTIONS Pa i High efficiency fans oomQ z¢z2 3 High Efficiency HVAC Option 3.fi 2 0 DLIctless Split System with no electric resistance in primary �° A10 EXTERIOR ELEVATIONS living areas 4 High Efficiency HVAC Distribution System Not Selected NA -Not applicable to ductless system selected in Option 3 OWNER APPROVAL Al 1 EXTERIOR ELEVATIONS INITIAL: 5.1 Efficient Water Heating Not Selected 0 0 - PAGE #: SO STRUCTURAL NOTES 5.2-5 G Efficient water Heating Option 5.3 1.0 Gas or propane grater heater with min UEF of 0-91 OR Solar supplemental OR GSHP S 1 ENGINEERING INFO BASEMENT PLAN 6 Renewable Electric Energy 1 200 k0i option 6.1 10 On-site wind or solar electric energy S2 ENGINEERING INFO MAIN PLAN PAGE: 7 Appliance Package Not Selected 0-0 - Total Energy Credits 5.0 1 of 19 'Refer to WSEC 2018 Tahle R406.3 for complete option descriptions and requirements VICINITY MAP- NO SCALE DESIGNED BY: N LANDSCAPE LEGEND J. STERLING co N O DRAFTED BY: C6 N LAWN AREA OR J. BASS EXISTING VEGETATION 1/8" = 1'U.N.O. CONCRETE DRIVE 3: DATE o w 12-23-2022 a MULCH - PLANTING BED 03-29-2023 EXISTING BEDROCK / Ld - \ DECIDUOUS TREE z (D QLu N CONIFER TREE ' N LO O CNI co LO I Nt 70 co '� C� ,/ /�� SHRUBS / PLANTINGS w REQUIRED LANDSCAPING z / V u C] / j / \ ' / �Q CALCULATIONS N IJ / / SITE AREA 11,010 SQ. FT. C I %\\\ L0 / // ♦ %OF SITE AREA TO BE LANDSCAPED 20%-R2ZONE Mimi r (PER AMC TABLES 19.42.020-.030) 2,202 SQ. FT. REQUIREDU) . / / ♦ 2,500 SQ. FT. PROVIDED I / ` cb* O w �I 11 A6 / ( 438.5' \ /`^/1 0 // // li S�OoF r—— I ——— —_ _____ ✓s"rF�F COMPLIANCE WITH AMC CH. 16.50 TREE UNIT CREDITS REQUIRED: —43a' I // TREE PRESERVATION -12 TREE UNITS REQUIRED E O �� (SITE AREA/1,000 SF) O TREE UNIT 6CREDIT RETAINED: EDI: l) 0 TREES IJ --rJ �� \\ ,' j CREDITS RETAINED TREE UNIT CREDITS PROVIDED: U I ) / -6 NEW DECIDUOUS TREES CN N IB I 1\ � ,/ ,( I� I I 1 �C� I / O (MIN.2"CALIPER @ 6"ABOVE GROUND) Mcn RETAINING WALLS TO BE ENGINEERED � / / -6 NEW EVERGREEN TREES 0 �� POTENTIAL RETAINING i / ' ^ / O IELEV. �VL, (8'MIN. IN HEIGHT) >Q V I I I 1 I 3 ' l/ ' I I I ELEV. ' WALLS 8'+/- `T // O U > 2) I 1v I I I it I I 431.5' / V W I I / I a A / / / / / LL U) O i / M I ' , I I I I C2 ' 2s.6% - M�y / / LOT INFORMATION z g > I W I / \> d ° , SLOPE r \\\ /_<. / Q Q �,,� >✓ I I I I , 'r\ B 0 j PARCEL# P133951 ❑ z u w N — I N Y' So.s,s I I � I I 1 I I 1; �,, C2 , , � � z , O ° 1 I v CATCH SD / — J Q o0 r Q J opF - I I 1 \1 i 1 A - -- TIGHTLINE ° v \ \ice 23 \ LOT SIZE : 11,010 SQ.FT. m Q M 00 ' -n I i d ° <. DRIVEWAY SLOPED TO CATCH BASIN >` `� ■ �� l II I I I I ° AND THEN TIES INTO INTO SD TIGHTLINE a ° ° / / (V - d ��` B / CLEARING LIMIT AREA: 11,010 SQ. FT. O I �� w ,� ,� ,� J !\ \ I I I e / d / C2 r— I , ; , , 1 r \ \ 1 11 I �- -- bRIVEWAYCATCH BASIN ° a \ 1 I I ° I ° / / MAX BUILDING COVERAGE (35%): 3,854 SQ.FT. W ' ' ' I d TO TIE INTO SD TIGHTLINE ° r O �, Q // / II I $I ' ° ° a ° ° ° ACTUAL BUILDING COVERAGE (25.2%): 2,775 SQ.FT. � SLAB PORCH ° NW O1 � � � \I I 709 SF d ° , I V Z i i �1 E o. DRIVEWAY ° d ° ° \'\ ° NON-POLLUTION GEN. HARD SURFACE AREA: 3,628 SQ.FT. z Q CV I SINGLE 1 ' 1,638 SQ. FT. ° - 4 - 4 ° ` o POLLUTION GEN. HARD SURFACE AREA: 1,638 SQ. FT. O W CV I I FAMILY a POr d' ° — (N 1 I^ d ° ° ° ENTI LS Er NG Q C2 TOTAL IMPERVIOUS AREA: 5,266 SQ.FT. z / I n 181 d d ° ° NTI A►NI / Q � RESIDENCE 1 d ° ° d ° 4�+,_ ° _ _ Q \\ �4 //°° d j d ° / / 5 0 ° OQ', 1 _ 11 **GEOHAZARD SETBACK** -- 1 _}� I o / °° � ° ,°° ° OVERALL BUILDING HEIGHT: 26 2 1/2 z � W Q I i _ �_ ` ° ° d ° ° '�',-�'�, a`' MINIMUM REQUIREMENT #2 BMP'S uJ w CD d d v / /c) a , ° i / 7 F 1 // d J 0 (n ELEV. I a ° / d ° i mQ 1 , c2 I /' ` A BMP T5.13: POST-CONSTRUCTION 0 W 0.7 d ° / °v ° °v ELEV. //1 I � - ' ' ELEv. I it P i ELEV. ° ° d -- _ �" _ _/ ; ,� C2 SOIL QUALITY AND DEPTH 434.2 I I I I l d d a 'w. 5y/ 0 J U O I I O I I `� I \ 1 , d---- /r-- a-� ,/ 1 � � C2 /BN BMP C233: SILT FENCE W Q l i �_ ° a I ° / �d O C2 O0/ U I I � ` I T ` I `I� � I I it t, �____t_____ _ �- ° I I I I I I I II I \ / C2 // � Lo N. � Z --------20'-0"-- -----_ _�__ �� I I ' °i \ ,� I �. ` V C BMP C105: STABILIZED CONSTRUCTION (� < -- \ o— = _ _ GARAGE d / B - --- aNW= w� __ _ --t- - a G v/ I �' 1 // O C2 ENTRANCE / EXIT d7 c2 \1 1 whwo Ewa -- , -- - 1 1 1 --a- -- 1 ' L ' , l L C'M ` LLgn ° -- FF=449 ° A 1 -, I 1 <pw o°LL '\ �\ I dI \ 4 , I ELEV. I I , 20,o D STORM DRAIN INLET PROTECTION C2 1 k 1 1 1 HT. RESTRICTION @ 468 1 451' / N wow C2 1-40.20-00 BUILDING ddiv i ' i /, 3o%S� BMP C235: WATTLES FOOTPRINT = 2,775 SF / °/ �° ' tot, \ 1 \ ` ` I a Z� I ' LO 1 1 1 dl LOT SIZE = 11 ,010 SF / ' ,'I 1 , zo J I I 1 \ ` 1 1 / / 1 / / w° I I N I ��____ __ ' I (25.2% LOT COV.) ,I�°-�-�- °- _ G-1 WATER CONNECTION F BMP C123: PLASTIC COVERING z - _t ° / I _ ° w I \__ _' _ __ I1 9 -- ZONE R2 MAX COV. = 35% I r---- -- _ i , - Imo'=�__ _ VERIFY LOCATION C2 / SOIL STOCKPILE ' g�OPE \ ---- -- s o --- i 45.5/o \ ELEV. \ I'I I I IO ELEV. ELEV. � / w ELEV. \ 1 LL L ' i- 448.5 450' /I I / 1 G F o z x ------ -- -- - 5 432 ---------- s o~ m -------- -------I-,---- --- -\,-- ----- 431 .8' 1 I I ��!fJ� 1 / /s � a C2 �QYo _ _ _ _ _� ___ _ ___ _ 1- ---�_ ��, � __�_ BMP C154: CONCRETE WASHOUT AREA =�a�a I B _ 5' SIDE SETBACK_ � J ` ' � C2 z zaWWa C2 1 i - - - - '1 - - - - �- ELEV.IFS /- - � � ss �� -� - -�� I- c2 -- ,ae- VERIFY CONNECTION - — -—-—- I 1 1 ■ 2. 01 ' I 441.5' - -< Msa>s,F '- -so _ xa I �- - VERIFY LOCATION °x x `— I ■ \ 59.3%SLOPES° i— 7— — f —� — 1— — '°'S>s. — —'— _ _ z ow Rz ox>Wz ' BMP C130: SURFACE ROUGHENING z°�uj ~x N S880 42' 4811 C2 Qao o I � E � O / � � � � ' PROPOSED CONCRETE WASHOUT AREA � w° d' d- O d- OR MAY USE SHARED CONCRETE WASHOUT zazwo CODE & PROJECT DESCRIPTION W M LOCATED OFFSITE IN ROCK RIDGE DEVELOPMENT wozm= V I ZONING: R2 oZ�Z° V I 1 I OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE �/� Z�°aQ CONSTRUCTION TYPE: TYPE-V �+/ w o z a ' I I z la Ow. o z N ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND a ° I i I ORDINANCES AND THE FOLLOWING: Z z a 000x -2018 INTERNATIONAL RESIDENTIAL CODE t z° a»z la�o -2018 UNIFORM PLUMBING CODE o"ma -2018 WASHINGTON STATE ENERGY CODE z z D o PLAN AREAS I �z OWNER / DESIGN INFORMATION MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL DESIGNER INFO 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 #: EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM GARAGE 843 SQ.FT. BUILDER INFO c 1 NAME: STRANDBERG CONSTRUCTION, INC. ENTRY 110 SQ.FT. ADDRESS: 2018 R AVE.,ANACORTES WA 98221 TELEPHONE: 360-293-7431 PAGE: COVERED DECK 381 SQ.FT. OWNER INFO NAME: JEFF& LORI ZUMWALT 2 of 19 OPEN DECK 232 SQ.FT. ADDRESS&TELEPHONE AVAILABLE UPON REQUEST BMP C154: CONCRETE WASHOUT AREA @ BMP C235: WATTLES @ BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT a 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 Cl) PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT PURPOSE AND DEFINITION o 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 NATURALLY OCCURRING(UNDISTURBED)SOILAND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS DRAFTED BY: � ENTERING SURFACE WATERS OR GROUND WATER. VELOCITYAND CAN SPREAD THE FLOW OF RILLAND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. INCLUDING:WATER INFILTRATION; NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT `" ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW TRENCHES CONDITIONS OF USE r- CONDITIONS OF USE AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE II-4.2.14 WATTLES(P. CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS J. BASS CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: 378)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN I-30.30-00 ALSO PROVIDES INFORMATION ON WATTLES SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL f6 PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLYAT THE MAIN SUBDIVISION TOPSOIL AND SOD. NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES -CONCRETE IS USED AS A CONSTRUCTION MATERIAL. (HTTP://WWW.WSDOT.WA.GOV/DESIGN/STANDARDS/PLANS.HTM#SECTIONI) THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, o -IT IS NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF-SITE(READY MIX PLANT, ETC.). ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET WASTES, -CONCRETE TRUCKS, PUMPERS,OR OTHER CONCRETE COATED EQUIPMENTARE WASHED ON-SITE. NOTE: IF LESS THAN 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. 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 SWPPP. IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR SOME LANDSCAPING DATE TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. o GROUND WATER.THE UPLAND DISPOSAL SITE SHALL BEAT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. Lu DRAINS,OPEN DITCHES,OR WATER BODIES, INCLUDING WETLANDS. ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND LIMITATIONS Z -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 rL -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 03-29-2023 RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITYAND DEPTH BMP BE APPROPRIATE DESIGN CRITERIA NOT TO SCALE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED.LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.THIS BMP CAN BE CONSIDERED NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY SOILS INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. 3m Minimum AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES DESIGN GUIDELINES SHOULD BE DUG TO A DEPTH OF 5-TO 7-INCHES,OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. -SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT 0 Lail,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 EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. DESIGNATED,CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO Sandbag -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE,AND OTHER PORTIONS OF THE SITE WHERE FEASIBLE. s RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT o Berm Sandbag INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 10 Me plasti-c knieig IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE tog 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% � 2 AND INTO THE SOIL. 1C_j1S ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. V-2 -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 AL ALSO BE USED FOR STAKES. INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE 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 mQ) ABOVE THE WATTLE. WHERE FEASIBLE. nN r� Berm MAINTENANCE STANDARDS 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. c' 3. USE COMPOSTAND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS o -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEYARE IN CONTACT WITH SOILAND THOROUGHLY ENTRENCHED, A.THE ORGANIC CONTENT FOR PRE-APPROVED'AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE 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 m� 1a rrr�pf�stiC tirting ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN Plan Notes: RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND N 1. ACtuad 3ayouf LOWLANDS REGION. m detarrr➢nod in the fietd. B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR o Instalk driveway Type "Below Grade" 2- A onnuNe wratMut OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT EXCEEDING culvert if!here is a w Sigo stall M installed THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS, IN WAC 173-350-220. e w Khir%10 M Of llta roadside ditch present 4„ 8_quaff THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. Z inn ldinimum t9rrlpiWary Umorete spalls L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE washout fatzh7. METHODS LISTED BELOW: 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. I 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM CALCULATED fy r RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. jstskL!,S U) ly Fastened Geotexlrle 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST antire ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT"PRE- ter with two _ APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. w (12M) 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. Varies to Tnik MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE plastic riving DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. E ' '.` 0 � 1. 15'min, MAINTENANCE OU Notes: ESTABLISH SOIL QUALITYAND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM S".clue ftyp.� 91tay+f8t1�t1 be 1. Drivawa shall meet 0 - � Y 12'minimum thickness � COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. O Ifs the requirementsoftha PLANT VEGETATION AND MULCH THE AMENDED SOIL AREA AFTER INSTALLATION. A.- Sectian B placed along sk4w P4WL&N rolls permitfing agency. 0 LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. N � Shall tigh*abut L '.0 niil plasliclirrir7g REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER C Two-st':MWd 2_ It is recommended that Provide full width THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. p-) C: 2xl2 rough Plan the entrance be of ingre sslegress wood frame --- -- area Q O ti cro�med so that runoff drains off the pad. Q (n 3: 2) Type "Above Gracie" with Wand Planks LL LIJ U) M � NOT TO SCALE Z W W - _0 QQ � M W � O .. 1I]'-2 '(3n1) Wco I- Figure I -4.1 .7af f Figure 11-4.1 . 9 z Q z N 0 00 Concrete Washout Area Stabilized Construction Entrance m 2 CN Q M LLI DEPARTMENT 4F Rewised June 2U15 WpaltingdepardS 00 iii�-+ orti S�type amd DEPARTMENT OF Rew�sed June 2015 E L 4J L G SkS Sfeepr1866 Sediment,d aniG matter: Please see tit'tplrkrw��w.ecy.wa.ga��Apynght.tltmr far Gopyriyht notices inctudina permissions, � E LOGY Please see htFplJwww.ecy.wa.gav/eopyrllghht.trtmlfor copyright notice including permissions, State of Washinglon limitation of kabilily_arad di&dahAr_ and nairne seeds are Slate of Washington.1 limitation of Eiability_and disclaimer. Captured behind the rolls. UJ Ux 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 Surface roughening aids in the establishment of vegetative cover,reduces runoff velocity,increases infiltration,and provides for sediment * BMP C233: SILT FENCE p UJ c'4 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 �/ N pp 9 9 p 9 p Y p 9 on the contour or by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such 3"-5"(EF-l25rr;fn) USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A 00 as seeding, mulching,or sodding. 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE z Q $' " II-4.2.12 SILT FENCE(P.369)FOR DETAILS ON SILT FENCE CONSTRUCTION.-10 Dia. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3 15 . CONDITIONS OF USE: ( ) z -All slopes steeper than 3H:1 V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. � � - 1 (2C0-25flmrr:) CONDITIONS OF USE w LiJ Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. �' SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. � (Il 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 v ♦��^ Slopes where mowing is planned should not be excessively roughened. Litm Stake y THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. J Q vJ SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS U N U J OF OVERLAND FLOW.CONVEYANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. L.f_y, � 1 1'x 1"Stake DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN 25 25mfi) GRATE ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. •J LL f U U O ! NOTE: GMTE FFIAM k W 1. Straw rail ins.'allation requires the placement arTd secure staking 4 � O c) -� � G;F of the roll in a trench,3'-5"(75-125mm)deep,dug on contour. ° O (L �� Runoff muss nuz be allowed ko run under or around roll. Y TO SCALE 9�.erTawrs p rrdb z v �y�M - . OVERFLOW BYPASS W P N � Figure i ur 11- . .1 i, ' P P BEWwINLETGRATEDE17CE Joints in filterfabrieshall he spliced M _�� # at posts.Use staples,tiaire rings or '� �� € tt lMTEIIIED equivalent to attach fabric to posts � _ .a DEPARTMENT OF R ,ise+9 Nmtxer 15 2"x2'by 14 Ga_vrire or equivalent, G=;�. if standard strength fabric used ECOLOGY _19;R_� GAP-_ PlL-ase Sed 1it?pYAvw w_fWy_�wa.gr3 yfiQ ttttrth'10r oopYePub naECA indudirlg permissiorn, State of fashing= Iimifatidn of riabilily,and tli*�iiWr_ �' a Gap- Gha_ a z� -ra-SZGL ° 6 wooer Tracking with machinery L,Rarnddown � ��, � � BMP C123: PLASTIC COVERING a a - zoaa the slope prawide5 gr4S tfiarl wri11 ,� ° o catch seed, ra,infadl_and r6d"runoff_ - � � PURPOSE: w z LL ��o� w � PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. sscnakYtkw C Z Z o G moo= CONDITIONS OF USE: NGrroseaLe o PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, t " ` `� --=-- `- o Y TralCll1 �T---------- f-� N� EXCEPT AS STATED BELOW. l l 1 1 Z�W n PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY Minimum I 6'max I oX=zii �w��. RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX 4")m-trench I I o=>W z -� MONTHS)APPLICATIONS. =~<0° .1awt -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING,DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE UJ W,°2~� Posts act may be increased Z=J o ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. p �` Mw�ww 0 P 2"x2'woad posts_steel w a z z -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON-SITE to 8'if wire backing is used Z�"=LL fence pasts.or equivalent I MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY ORATE ,a -RECTANGULAR PRATE sHMN K Z-°o CLEAN WATER AWAY FROM THESE AREAS. RETRIEVAL SYME w Rva.) a 0-o z 4 Zozwo } -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. a w 0 a -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION,MAINTENANCE, REMOVAL,AND NO Z=� Wo DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL, UP TO$1.50 2.00 PER SQUARE YARD. 2 Z a o Z z =zZ "xZ by 14 Ga_wire or asqui+ralenl, Z o o a- -WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. it standard strength fabric used LD d Z» THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN RAINWATER AWAY _ E 2 9"min FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED SLOPE WITH DIRTY °&°z z z,,,�oo r a RUNOFF FR MAPROJECT. Filter fabric O o00=o (15m) .F.LL �15llrr'r11] 3 1zv0 'a r o 2'rriin o"ma �/� zZgo v, _ �o F �z ' Contour F u rr W BELOW INLET©RATE r]EV,CE OVERFLOW BYPASS CrYP.j Maximum Backkitl Irench with native soil or Y,"- OWNER APPROVAL STA'M o� 1.5'washed gravel 12"min. irGov�S wilt caltCh Seed,Mrlffiner, �� Iwnron REN murctl.rairrfalk afs, and de ee runoff_ LA PEAMHn ZT Minimum INITIAL: 4"x4"trench NOT TO'' ALE BVIVI-MARK W.MAORER �ol�rl�cHlw rake RQ,agosps 2"xZ'wood posts_steel PAGE #: .� ,....... �.......� fence posts, or equivalent ..... .,,.. .. ....�.. NOT TO SQALE Figure fl-4. 1. STOM DIMN C 2 Surface Roughening by Tracking INLW PROTEICIUON Figure 11-4.2.12 WrMCU RM PLM 1-60.20-OD Silt Fend PAGE: and Contour Furrow 9NM1OFISHM DEPARTMENT OF APB FCIR PLIK"Mm Revised October 2014 Revised DEPARTh�ENT OF ECOLOGY P�al3trkoefctr to ��°' 3 of 19 Please She tYplAvww_ecy.wa.go»'t }ri httTfmt Far ccrpyriigrri nolirt including 2r�nissiorrS, �*•++r•�••• +r+�wr�•w+•�+r•• ECOLOGY Please see frtrpllwtviv.ecy.wa.govkopyrnghthiatlfor copyright notice including permissions, State of V-dashington WmilaWq of NaNfily.and dkdaiiiemr. State of Washington limitation of liability_and disclaimer. STANDARD PLAN F- 10 . 12-03 - CONCRETE CURBS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANCE JDESIGNED BY: J. STERLING co N O - - - _ MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS DRAFTED BY: N I I J. BASS VARIES{SEE CONTRACT) i FACE OF CURB - VARIES 12'TO 24" - FACE OF CURB FACE OF CURB i FACE OF CURB VARIES BROOMED {SEE NOTE 1) VARIES (SEE CONTRACT) I 6 112" 1 8 1/2" VARIES FROM 6"(IN)TO 0" (IN)- FINISH (TYP.) GROOMED �� _ c 1" 10"TO 22" 1" I I MAINTAIN I : 6V SLOPE 318"(IN) EXPANSION JOINT(TYP.) - FINISH (TYP.) DRIVEWAY 1/4 - 1 U.N.O. {SEE CQNTRAC 5 112" 1" VARIES 1" IN ON SIDE OF CURB I CEMENT CONC.PEDESTRIAN CURB [TYP.} (SEE NOTE 1) ENTRANCE 1"(IN) R. Tf V(IN)R. I I R [ } I (WHEN SPECIFIED IN CONTRACT) SEE STANDARD PLAN F-30.10 SIDEWALK I 1"(IN)R. I ! SEE STANDARD PLAN F-10.12 DATE o MATCH ROADWAY MATCH ROADWAY 112"(IN) R. MATCH ROADWAY MATCH ROADWAY (TYP.) w SLOPE SLOPE I I SLOPE 318"(IN)EXPANSION JOINT SLOPE 112"[IN) R ----- {TYP.} SEE STANDARD CEMENT CONC. SIDEWALK CEMENT CONCRETE z 3"(IN) R. SIDEWALK 2-23-2022 112"(IN) R. °� ■ o m 112"(IN} R. o eo iR12"{IN) ROADWAY iR12"[IN) ROADWAY (TYP.) PLAN F-30.10 * * a ROADWAY a ROADV4�AY v .` I 2.0%° fl 1 ° ° �' •F� ° ' v . . •- f L • 'D .' 7 `is I ■ p . a 'e '• I MAT(SEESIDEWALK CONTRA CONTRACT) \\ 03-29-2023 a . ° a . m A 7 ' ' o ■ ° ip a 'p 1 r _ ° ° ' ' ° FLUSH WITH BUTTER PAN AT CURB yrr 74 Y I RAMP ENTRANCE- IQ"(IN)VERTICAL ( A (SEE CONTRACT} LIP AT DRIVEWAY ENTRANCE i 11 112" 11 112" I 1'-6" I 1 1`-8" i I I I ! I I DUAL-FACED CEMENT CONCRETE I CEMENT CONCRETE I DEPRESSED CURB SECTION ' a TRAFFIC CURB AND GUTTER I TRAFFIC CURB AND GUTTER I AT CURB RAMPS AND PLAN VIEW CEMENT CONCRETE CURB DRIVEWAY - I I B CEMENT CONCRETE TAPER(TYP.) 0) DRIVEWAY ENTRANCES AND GUTTER (SEE NOTE 3) 5'-0" 2'-6" DRIVEWAY ENTRANCE L - - - - - USE THIS DETAIL- - - - - - J TYPE , CURB AND GUTTER NOTES (TYP.) (TYP.) M (SEE NOTE R PLAN VIEW SIDE SLOPE(TYP.) TYPE 2 VARIES 15' MAX.{SEE NOTE 6y 1. When the driveway width exceeds 15' (ft), construct a full depth 3 B 15'MAX. (SEE NOTE 6) expansion joint with 318" (in) joint filler along the driveway centerline. 112"(IN) LIP BETWEEN z GRADE (TYP.) {SEE CONTRACT} (TYP.) See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER 112"(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 CURB RAMP, LANDING, =Q BREAK NOT STEEPER THAN (SEE CONTRACT} {SEE CONTRACT} CONTRACT PLANS o CEMENT CONCRETE OR 112"(IN) R. *7� * * v driveway widths exceed 30' (ft). ■ - m ASPHALT CONCRETE 1"(IN} OR DRIVEWAY �� ROAD GRADE ENTRANCE 1. See Standard Plan F-30.70 for Curb Expansion and SIDEWALK OR PATH VARIES FROM R. Contraction Joints acin and see Standard ' ' 2. See Standard Plan F-30.10 for sidewalk details. 112"(IN) R.(TYP.) o p g ■ .a : * DEPRESSED CURB AND70 e 6"(IN)TO 0"(IN) °____ Specification Sections 8-04 and 9-04 far _ __ �o GUTTER(SEE NOTE 3) P 3. Curb and Gutter shown; see the Contract Plans for the r v' I • 4 . . a �+ 'a ■ ■ o . e additional requirements. PEDESTRIAN RAMP a 1 PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 for 44 ` J ' }T- ------------- --- E. ° CEMENT CONCRETE �� Curb Details. m 318"(IN)PREMOLDED JOINT FILLERL SIDEWALK(TYP.) SECTION { A 1 318" (IN) E}cPANSIaN 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 o DRIVEWAY RAMP JOINT FILLER or other obstructions in front of driveway entrances. e CONCRETE SIDEWALK} y 318"{IN] EXPANSION JOINT[TYP.} ROADWAY (IN) LIP BETWEEN 5 Where "GRADE BREAK" is called out, the entire length of the SEE STANDARD PLAN F-3fJ.10 SECTION { G 1 CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB ROADWAY GUTTER 9 .2 {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. 5. The Pedestrian Ramp length is not required to exceedl5 feet E AND DRIVEWAY ENTRANCES (TYP.) ICE DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying �� SLOPE IN'EITHER DIRECTION (SEE CONTRACT) AND GUTTER the 15-foot max. length (measured from back of sidewalk) the {SEE NOTE 3) ❑ 1.5%OR FLATTER RECOMMENDED FOR '. �� running slope of the pedestrian ramp is allowed to exceed 8.3 . * ❑ESIGNIFORMWORK{2°/"MAX.) a � TRI�. Use a single constant slope from bottom of ramp to top of 7.5%OR FLATTER RECOMMENDED FOR W DRIVEWAY RAMP . ramp to match into the sidewalk over a horizontal distance * * DESIGNIFORMWORK 8 3°r6 MAX.} DV WA Sly �C 01 �b�� 318"(IN) EXPANSION JOINT(TYP.) of 15 feet• { q+a4�' it w LL FACE OF CURB FACE OF CURB -- FACE OF CURB �' tti�' DRIVEWAY {SEE NOTE 6} '� LL VARIES 12"TO 24° FACE OF CURB `' +� w (SEE NOTE 7} SEE STANDARD PLAN F-30.10 7. Beyond limits shown. Pay item does not include driveway. m VARIES 7 114" w SECTION See Contract Plans. 0 1" 10"TO 22" 1" 6117, "CEMENT CONCRETE DRIVEWAY U (SEE CONTRACT) 3" 4" r� z ENTRANCE TYPE a"PAY LIMITS txy C 5 1f2" 1" 1 112"(IN) R. d 34363 �q w w "CEMENT CONCRETE [DRIVEWAY 1O CONTRACTION JOINT(TYP.) - SEE STANDARD PLAN F-30.10 a� �� 2s58o�q � O 0 1"(IN)R. 1"(IN) R. 112"(IN) R V(IN)R. � 15 TAR �� IL ENTRANCE TYPE 1" PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8'-0" PROVIDE � C1 S TS 11T(IN) R cG�+r G CONTRACTION JOINT EQUALLY SPACED 4'-0" MIN. OC. �aNAL ANAL ROADWAY ROADWAY ° : m c za a m v • ° ROADWAY ROADWAY DRIVEWAY r'rf Geller,Scott � � Barry, 20 d DRIVEWAY Jul 12 2016 4:26 PM ' op. o • May 6 2014 3:31 PM {SEE NOTE 7} Q q p q fl (SEE NOTE 7) CEMENT CONCRETE O w � 21 ' DRIVEWAY ENTRANCE � • _ - '° `- Q ■ CEMENT CONCRETE CURBS I C z_ W w M CL. 4000 CONCRETE TYPES "I 2 ,� 4 0 > ~ ti CL. 4+7Q0 CONCRETE PER STANDARD SPEC.8-06.3 Q Q b STANDARD PLAN F-"I 0.'I -03 PER STANDARD SPEC.8-06.3 STANDARD PLAN F-80.1 0-04 LU z 0Y 0 w CO 1 31A" 1 314" 8 114 ° 8 11d" Q = Z O co SHEET 1 OF 1 SHEET SHEET 1 OF 2 SHEETS J 00 Lu N APPROVED FOR PUBLICATION APPROVED FOR PUBLICATION O = CC) > Motich,Pasco 1Ly$Fat�L, Carpenter, 2016 Jeff PM 00 N Q 0_ CS Jun 11 2014 125 PM fiw Jul STATE LESION ENGINEER � STATE DESIGN ENGINEER DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT wasFrlrptan Stow Depw51ONE ment GINEWrrrorrsportartion ISOMETRIC VIEW ISOMETRIC VIEW Washington State DeparSIGNE mene ENGINEER Transportation CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB TYPE 1 -- PAY LIMITS TYPE 2 -- PAY LIMITS LU U � STANDARD PLAN F-30 . 10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80 - 10-04 - CONCRETE DRIVEWAY ENTRANCE z3� 0 MAX 20 DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS z Q Q oo 1'-0" fi" SIDEWALK SEE 6 112" Z BROOMED VARIES 318"(IN] EXPANSION JOINT(TYP.)- r n (SEE CONTRACT] FOR SIDE TREATMENT SIDEWALK 8 112" CONTRACTION FINISH (TYP.) {SEE CONTRACT PLANS} SEE STANDARD PLAN F-30.10 ~ V, 1'-o" 1'-o" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT} FACE OF CURS JOINT 5 112" 1" I z ' ' I LIJ ROUNDING 2•4% 112"(IN)R.(TYP.) � CEMENT o MATCH SIDEWALK WIDTH UJ LU 1 112"(IN) R.(TYP.) CURB NOT INCLUDED IN BID ITEM� CONCRETE 1 ' {SEE CONTRACT} 0 �/1 SEE STANDARD PLAN F-1D.12 i ---- ----MAX - . v SIDEWALK �p J �JJ ` 2.0°.6 MAX_ ° ° a`p ROADWAY MATCH SIDEWALK WIDTH UJ 7f' All 1"(IN} R. (SEE CONTRACT) g' -0" VARIES 6'-0" U 5 a �• 4 ° . - .n . iv Ev I (SEE CONTRACT) SEE RAISED EDGE 318"(IN)PREMOLDED SEE CURB FACE DETAIL o , ~ J DETAIL- THIS SHEET JOINT FILLER e i �- 318" (IN)EXPANSION JOINT(TYP.) -- U U O 1MTH RAISED EDGE w SEE STANDARD PLAN F-30.10 GROOMED w t ¢ ¢ FINISH (TYP.) Q O U OFINISHED GRADE V(IN)BELOW MONOLITHIC CEMENT CONCRETE y i O TOP OF CONCRETE SURFACE CURB AND SIDEWALK 8' s 112 1 y ttQ z D 00 z 2'-(" SIDEWALK NOTE s .+,r '"' � .. t�� i w .,. „� ,.., �' w i MIN. (SEE CONTRACT) V-0" V-0" CURB FACE DETAIL I w w I C N Q 112"(IN] R (TYP.) ] 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible ,, y' �r 1 �' d' w y, �' C 0) ROUNDING CURB NOT INCLUDED IN BID ITEM route free of vertical and horizontal obstructions. Gratings, Aeoess Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION co 1 e SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the JOINTS TO INCLUDE CURB(FULL DEPTH} i I J2.a� 2.n,� MAX. PP sidewalk must have slip resistant surfaces, be flush with surface, and match • '' ' SEE NOTE 1) CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1) CEMENT CONCRETE grade of the sidewalk, ti { 2'_6•1 2'_6" err(!N] ■. BUFFER STRIP(TYP.) i E CURB AND GUTTER SIDE SLOPE(TYP.) F CURB AND GUTTER S[ p'tY IN PREMOLDED FILLED WALL OR BARRIER (TYP.} {TYP.} (SEE NOTE 3) {SEE NOTE 3} JOINT FILLER J ', + PLAN VIEW PLAN VIEW ADJACENT TO CURB i DRIVEWAY ENTRANCE {STEEP FILL SLOPES) SIDEWALK ❑ , TYPE 3 SIDE SLOPE (TYP.) TYPE 4 Z> + BROOM ED FINISH(TYP-) LL Z 4''4 �tl THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE Z 0 0 o U L UNZ° � 1'-0" SIDEWALK 112"(Ild] R- 1a'^ 4"(IN)WIDE,SMOOTH-TROWELED LL t o°w 0� o SLOPES ALL CUTMEN. (SEE CONTRACT) v - r �.Q" CEMENT CONCRETE CURB °7 ;d,)-g ¢ 112"(IN)R. (TYP.) A • V (CURB AND GUTTER SHOWN) z 0° - CURB NOT INCLUDED IN BID ITEM NOT INCLUDED IN BID ITEM Z o -1 2.09�0 1 1Y MATCH SIDEWALK WIDTH (SEE CONTRACT) (SEE CONTRACT) ` 0 Ym `� 2.0% MAX SEE $TANDARD PLAN F-10.12 318"(IN] PREMOLDED r SEE STANDARD PLAN F-10.12 ❑ 112"(IN} R. [TYP.} r =N�ao JOINT FILLER �-• (SEE CONTRACT) J z 0 a�w -� DRIVEWAY 112''(IN) LIP BETWEEN ROADWAY 112" (IN) LIP BETWEEN ROADWAY z°X=z a (SEE NOTE 7] yF eo a `° GUTTER AND CURB (OR SEE 112" [IN)R. (TYP.) S° GUTTER AND CURB (OR SEE _W.,0 0 ❑ 3(9"(I N) PREMOLDED :- •; .� ---------------- CONTRACT} CONTRACT) N 5 z=a JOINT FILLER L SIDEWALK ADJACENT TO WALL DETAIL w~w Z g J i,: ,.. ..••• . W,aZZ a- ADJACENT TO CURS ,. '' SIDEWALK DRIVEWAY W F o 0 BRIDGE OR PEDESTRIAN r' RAILING - DRIVEWAY (SEE NOTE 7} DRIVEWAY r/`f 318"(IN) EXPANSION JOINT{TYP.} _ RAMP DEPRESSED DEPRESSED > oo°moo CONTRACTION JOINT SEE STANDARD PLAN F-30.10 CURB AND GUTTER RAMP SECTION ( F ) CLFRB AND GUTTER a w`�D 2 BARRIER- SEE SIDEWALK rl IN SIDEWALK ONLY �� (SEE NOTE 3) �f [SEE NOTE 3] M ",°Z m= CONTRACT PLANS 6" `ry' SECTION t ] �n L.� No3N� �� t (SEE CONTRACT) �I v/ °W a ° z z.:00 oa_ LEVEL - 112" r`St�E. EXPANSION JOINT IN BOTH ��C ®��` Z Z w Z a a 1 112"(IN)R.(TYP.) � a r I 112"(IN) R. I - CURB AND SIDEWALK WA3 Gjc � ^ coo o 0 BUZZ t I CURB NOT INCLUDED IN BID ITEM FLUSH I � SEE STANDARD PLAN F40.12 � !* � Q� ^' �'`�j � a m,w o g TL 000= _.a% MAX. � � 4 tt Ct� 1'a X o 1"(IN) R. ° ° ISOMETRIC VIEW "CEMENT CONCRETE DRIVEWAY o Z o VERTICAL WALL^ 318"(IN) PREMOLDED a "¢ ENTRANCE TYPE 3"PAY LIMIT =a<o SEE DETAIL JOINT FILLER(TYP.) JOINT AND FINISH 1 W "CEMENT CONCRETE DRIVEWAY DETAIL �A �P �J.3436 GISTS DRIVEWAY ENTRANCE TYPE 4" PAY LIMIT ssagA�� sV� �Z ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL s`�7GI ST {SEE NOTE 7} wFs�TONAL CL.4000 CONCRETE EXTEND SIDEWALK TRANSVERSE PER STANDARD SPEC.8-Ofi.3 DRIVEWAY OWNER APPROVAL a-0"MIN- JOINTS TO INCLUDE RAISED EDGE r _ BAY.Ed _ [SEE NOTE 7} eller,Scott � _ May d 2014 3:41 PM �,- 7� Jul 18 2016 7:07 AM INITIAL: FOR SIDE TREATMENT SIDEWALK BUFFER STRIP , SEE OSECTIONS1EWALK (SEE CONTRACT) (sEE CONTRACT} 31E3" va°TO 114° CEMENT CONCRETE CEMENT CONCRETE ND RD CONCRETE DRIVEWAY ENTRANCE PAGE #: 1 112"(IN) R. CURB NOT INCLUDED IN BID ITEM � �� SIDEWALK .,�. PER STANDARD SPEC.8-06.3 2.096 MAXI (1`Yp,} SEE STANDARD PLAN F-10.12 TYPES 1! 2� 3, & 4 ° ° ° STANDARD PLAN F-30.'10-03 ra `o �� T SHEET 1 OF 1 SHEET STANDARD PLAN F-8D.7 D-04 /r SHEET 2 OF 2 SHEETS FINISHED GRADE 1"(IN) BELOW TOP DC3 F CONCRETE ' APPROVED FOR PUBLICATION APPROVED FOR PUBLICATION SURFACE FOR PLANTING _FLUSH IF PAVED sakoticn,Pasco " Carpenter,Jeff PREMOLDED ]�„, Jun II N14 125PM PAGE: � ISOMETRIC VIEW ISOMETRIC VIEW Jul tasolr,tz:zzPM JOINT FILLER STATE DESIGNENCi1NEER MAP 3- PAY LIMITS TYPE 4•- PAY LIMITS : STATE DESIGN ENGINEER ADJACENT TO BUFFER STRIP EXPANSION JOINT CONTRACTION JOINT AP Washington State Department of Trarmpartatlen MAR Washington State Deportment of Transportation 4 of 19 WINDOW FLASHING DETAIL STEP 1 Headers ' DESIGNED BY: Structural Callauts - Copyright CatlstructiouCalc,Inc (CC WINDOW SCHEDULE NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION TYPICAL HEADER FRAMING Default header material is Doug Fir No-tor better Wo1 1 1 3060 36" 72" YES PIC FLOOR PLAN NOTES 2x headers must be in tall arientation with flat 2x nailed at bottom in"L" configuration General:A1E construction shad be per current building code and Standard Structural Specifications herein. W02 1 1 3060 36" 72" PIC J. STERLING M HEADER LESS THAN 5' 0 PA Per Architect or Designer W03 1 1 3060 36" 72" PIC SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN N AlAlt,rnatahleFl- Default Trimmer,use 1,2x;or 20H or 21 H use LUC;larger header use HUC or HUCQ,UNO.wR Secure He ad Flay g W04 1 1 3060 36" 72" PIC EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA ".Nw,;,,,�., li >, .,r, � x DRAFTED BY: Structural Item: This item and related connectors shall be per architect or designer_ 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, N � -''��;• ,, Default King Stud,opening 6-feet wide and less use 1,full height stud each end (plate to p€ate_} W05 1 1 3060 36" 72" PIC 11 RD Roof Diaphragm W06 1 1 3016 36" 18" PIC REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE �v �,•� 1 + >f I Default King Stud,opening wider than 6-feet,USE 2,full height studs each end plate to plate.} x W07 1 1 3016 36" 18" PIC BUILDING WIRING AND SHALL BE EQUIPPED WITHABATTERY BACKUP. SMOKE DETECTOR J. BASS j Framing: Trusses or rafters at_4-OC,max. AND CO DETECTORARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. k I Trimmer,each end }ling Stud,each W08 1 1 3016 36" 18" PIC T l I Ik Ch-erhangs:Pe€code and truss or I-joist manufacturer's recommendations_ W09 1 1 3040 36" 48" CASE @ N em"m �vgk u ; I cahoot Alin nse .Silt I min.use Alt 2 min. use (if blank use default end(if blank use HEADER LESS THAN 5' } ' Framing Connection at Support: W10 1 1 2010 24" 12" PIC SHELF AND HANGING ROD. above_} defauh abo4'e_} _ r c - ff'hvra ronnerted to shear'wall-connect per shear wall catlout-top of wal€ W 11 1 1 2010 24" 12" PIC 1/4" - 1 U.N.O. 4x8 Sheathing: 7/16-min., OSB or ••a•` yeh J 20H 2x6, "L"confg 4x6 W12 1 1 2010 24"' 12" PIC i< TV ��' r (1)KING STUD FROM i�7TEr tr'f&SS2S 01'1'aft er's ro"noct to beamuse H_7__A, or LS30 Kith screws, or similar,t • T1`�e � ''` ek TOP PLATE TO x - -�'- W13 1 1 2020 24" 24" CASE f�l BOTTOM PLATE 21 H 2x10, U'conflg 2-2x8 CDX plywood. Stagger joints per IBC,Case 1. W14 1 1 3040 36" 48" CASE BUILT IN SHELVES. DATE o arm."�amywne , (1)TRIMMER 22H 6x8 2 T ? W15 1 1 3060 36" 72" YES CASE x Nailing:Use 8d at 6" edges: 1_"field_ z 23H 5.5x13.5 glulam 3 _ W16 1 1 3660 42" 72" FIX CASE �2-23-2022 g At ledger•,connect per ledger callout,but never less than$d screw or ring shank at 4" OC. W17 1 1 3060 36" 72" CASE STEP 1 Bean1S Blocking:Not required except bete een trusses or rafters at their supports_ W18 1 1 4040 48" 48" PIC ® CABINET-OWNER/CONTRACTOR TO VERIFY. Prepare theTyvek'wRBFvrwindowinstallativn: W19 1 1 4040 48" 48" PIC (� A Make an"hCu['[Standardl•Cut)in the Tyrrak VMB(modifiedl-Cut is also accepted). AtTERNATEMETH04T0 SECURE HEAD FLAP;InlieuoftemporariEv taping.the head Default sawn material is Doug Fir No 2 ar better_ 12 FD Floor Diaphragm W19 1 1 4040 48" 48" PIC 03-29-2023 Poranwindow frame (for rwith top windows. .thec cutthe dottwn andth the mull f the flap can Oe tucked under yre TyveICWRB. Sheathin With joists at 24"or 19.2" OC.use min.. 24 oc rated APA Sturd-I-Floor: either 3:'4" species EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 window Frame[f❑r round top windows,[he cut should begin abate the mull jaintJ. Default glulam(gl),LVL, PSL materials- see Standard Structural Specs herein_Default LSL is 1.5E, g� 1 - f W21 1 1 4040 48" 48" PIC NOTE:Some windows and Bashing Widths may require longer sli[s. 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" From the center,cut straight down to he sill 2,30D Si,min Fb_ group 1_ or 7/8" species group 4_-Nlag•be OSB or plywood_ W22 1 1 4066 48" 78' PIC V C.Fold side into rough opening secure to insidewafl.Cut off excess if p HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. D. Cut two 45 degree sli6a minimum Df a"extending From the corner of the window ng:desired. 3 Sheathing-With joists at 16" OC,use min., 16 oc rated, APA Sturd-I-Floor,min., 19:'32"thick May be W23 1 1 4066 48" 78" PIC head,up andawayfromthe window opening-Thisw Ll createa nap above the Default wall Connection_ bearing in packet o€an plate with min_,2 Suds below_ W24 1 1 4066 48" 78" PIC rough opening to expose sheathing of Framing members to allow head flashing OS$ or ph-mood Goad for 245 psf TL 1 L:'360 deft. W25 1 1 4066 48" 78" PIC instauet;on(seestep4l.Fliphead flap up and temporarily secure with DuPont— Default end post connection-LGE,ACE,EPCZ, ECCQ, or slmila€_ 6 TEMPERED GLASS Tyveli-Tepe, HEADER MORE THAN 5, x Sheathing Layout. Case l per IBC 2306.2.1(1) W26 1 1 4066 48" 78" PIC Default corner post connection with mitered beams over:LGE4,LGE4Z, or RTG44. _ W27 1 1 3060 36" 72" YES CASE Orient sheets continuous cFver two or more spans,with the long dimension across supports. WINDOW FLASHING DETAIL-STEP 2 Default mid-post connection-LPCZ,PCZ, CGQ, or Similar_ x Nailing: Glue, and connect,��ith 8d ring shank Waits 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: HGUM hanger with 5/8x4 Ttlen HD,or GLB wet-set beam seat_ x Blocking:not required except at supports{beams}and connections to shear walls below_ W30 1 1 3060 36" 72" CASE RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, Default beam to beam connection:Hanger:HU,HUG, HUCQ or similar. Bear an to 2,HGA10. W31 1 1 2660 30" 72" CASE ❑ END OF PIPE LESS THAN 2 FEETABOVE GROUND,POINTING DOWN. TANKS SHALL BE g p 13 DD Deck Diaphragm STRAPPED WITHIN UPPER 1/3AND LOWER 1/3 TO PREVENT OVERTURNING IN AN W32 1 1 2660 30" 72" CASE EARTHQUAKE.MIN.EFFICIENCY OF 91❑/o HEADER MORE THAN 5' Connector(Ffblank Decking:Use wood or Composite decking per Arch_,min_ actual dims-3r4"x 3.5"_ W33 1 1 2010 24" 12" PIC. � � x callous Nlin. use Alt 1 min. use Alt 2 min. use Notes } Y"cl C. iE Cams use default, above} x Decking Attachment:Use decking screws,length to ensure 2"min., embedment into framing below. W34 1 1 2010 24° 12° PIC F.A.U.ON 18"HIGH PLATFORM,TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. (2)KING STUDS 30B 5.5x10.5 W35 1 1 2010 24" 12" PIC EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL Q) LIJ E ek FROM TOP PLATE TO g - Use 2 scseu s per deck board pe€framing membee_At decking splices, cente€splice o�ee framing member W36 1 1 3016 36" 18" PIC 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, O i a.xwrap� 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 g, r 1 TRIMMER x W38 1 0 3060 36" 72" CASE FURNACE. o WRONG gal C�«RECT fV () 32B 4x8 Blocking:not required except at support beams. N W39 1 0 3660 42" 72' FIX CASE Tyf��l ,iJ� t 40B 3.5xl 2 PT gl 5.5xl 0.5 PT gl HUG or HUCQ 15 FF Floor-To-Floor Holdown W40 1 0 3060 36" 72" YES CASE PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF 8 k sl Je x CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED ATOTAL a e s k Alin.Capacity-Good far 1705 lb tension. W41 1 0 3060 36" 72" CASE ,a , e COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF CIL 2k s" n - y h Use min_ 5.5x10.5 PT glulam -23'long.Top of beam to be flush with top of joists. Bear on full Strap:Use CS 16 vertical strap applied to outside of wall sheathing.Attach to min., 2x stud lined up W42 1 0 4060 48" 72" FIX CASE 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR TV 70 �; ", ""°m°" 00NOT�p' Uek W43 1 0 4060 48" 72" FIX CASE ❑ EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF - Tt+ 41 B width plywood shim as necessary_Connect to perpendicular top plate or beam with A44 &#10 !� above andbelOS4 rim]DISC_Fill all Hall holes S4lth min_, 8d_ W44 1 0 3060 36" 72" YES CASE SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. screws,each side_Connect to past with standard past cap hardware_ N - If strap falls on header al-beam below,nail to header or beam and wrap around bottom if necessary. W45 1 0 3060 36" 72" CASE m STEP 2 Strap Length: Use 13-min_to each upper and lower studs_NTin_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 a5 41 B exceptat exterior post connector use GCTQ.And lace an to 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 DuPoPWReaWrap-at least 12"LONGER than width of ❑pernng sill[S). C.Remove narrowrelease pacer. 42B p p p p system- If upper wall bears directJg•on a beam,min_total strap length--_6"_ 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 arninimumofI"adhesion BEMND where the rr 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 outthe FlenWrap-at corners and adhere onto faceof wall-Continueadhering WINDOW W/ 6 POST p p p p 17 10D Holdomm W49 1 2 3016 36" 18" YES PIC window frame will be located,ensuring 2"-3"adhesion onto the face vF the waif. Z onin Face vf wall along sill.Coverage ofFlsx4Vrap should bet"-3"ontv the t'ateof 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK � B. Remove wide iece of release .Position on horizontal sill b aligning the the wail. - - W50 1 2 3016 36" 18" YES PIC p caner v g g Alt 1-Hol[lorT n Embedded Strap Tope PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE � inside edge oFthe narrow release paper with the face of the wall to ensure 2'-Y DOOR SCHEDULE CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX of the FluWnip-will be adhered tothefaceof thewallwitha minimum of 6"up Use min.,5.5xl0.5 PT glulam,-25'long.Tap of beam to be flush with tap of joists. Bear on full x Hoido'nm.Use LSTED10 for no rim joist condition,L STUD 10RJ for rim joist condition. k width plywood shim as necessary.Connect to perpendicular to late or beam with A44&#10 # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH E each jamb.Adhere into rough opening p yw ry. p p p p Stud:Appty over sheathing to king stud,min.,2-2x,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 on parallel wall tap plate and connect with 6" SDS at 18" D02 1 1 18080 216" 96" GARGAGE DOOR OBSC. Alt 2-Holdown-Bolt TsW max_,up through tap plate into bottom of beam. Bear an tap of 73P and connect with CCQ_ x , D03 1 1 9080 108" 96" GARGAGE DOOR OBSC. WINDOW FLASHING DETAIL-STEP 3&4 HaldaLTn:Use HDU�.with 6, SDS to king stud min.,, �x-4x, or larger per plan. D04 1 1 3068 36" 80" HINGED-DOOR P01 ❑ WHOLE HOUSE FANS SHALL HAVE A MANUAL .5CONTROL LESS. AUTOMATIC CONTROL,SUCH 0 Anchor Bolt:If wet set,use 5 8-diameter SSTB or all thre-ad«ith 12"min embedment_ D05 1 1 3068 36" 80" HINGED-DOOR P01 11 ASACLOCKTIMER WITHAZONE RATING OF 1.5 0R LESS. � 44B Same as 43B except-23'long_ - Ifrotohammer,use 51-all thread&epoxy,with 19"min concrete embedment, centered in stem wall. 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. LL (1)TRIMMER 45B 5-5xl 3.5 PT gl HUCQ to 73P Angle hole away from edges and ends of concrete to minimi e breakout. D08 1 1 3068 36" 80" HINGED-DOOR P01 1 � FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. k -jri'vxI E url (2)KING STUDS ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR 77 AI Mullion D09 1 1 3068 36" 80" HINGED-DOOR P01 E CI n �J c FROM TOP PLATE TO okay to trim ends to fit 5.5"wide SEALED TIGHT. I BOTTOM PLATE 46B 7x11.8 PSL D10 1 1 2868 32" 80" POCKET-DOOR P01 O v� r General:These are specified mainly to reist out-of-plane i'ind loads but may also be used to resist in-plane y hanger p - p - p D11 1 1 2868 32" 80" POCKET-DOOR P01 GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. U lateral loads if so indicated in calculations_ 50B 1.5 x11.8 LVL or LSL D12 1 1 2868 32" 80" HINGED-DOOR P01 13 INTERMEDIATE RAIL SPACING SHALL NOTALLOW A4"DIAMETER SPHERE TO PASS � Ntullio l: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. 0 �k �k 51 B 2, 1.7xl 1.8 LVL 3.5xl 1.8 PSL D14 1 1 3080 36" 96" PATIO DOOR U A.- CI 1�L Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with concealed PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N � I CI r' 52B 2, 1.7xl 1.8 LVL 3.5xl1.8PSL D15 1 1 3080 36" 96" HINGED-DOOR P01 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N gIz flange hanger per header table_ D16 1 1 2868 32" 80" HINGED-DOOR P01 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 00 Cn 53B 5-5xl0.5 gl D17 1 1 2868 32" 80" HINGED-DOOR P01 O-) C r K 7S AI Mullion SURROUND&HEARTH MATERIAL. fv OPTIONAL:Apply Tmer*Residantial � � 54B 4x10 D18 1 0 2868 32" 80" HINGE Q O ��.a mar rwommendk—lanrat ��J General-: These are specified main1v to reist out- SS'lnd loacis but mat•also be used to res15 in-plane V ilewir a leas[vmi2l: ggapai"roe D19 1 0 2868 32" 80" HINGED-DOOR P01 GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR 0 se lane tread For everya'ofunndmum , . mac, rn � WINDOW W/ 3" POST FP support. Upsidedown hanger to lateral loads if so indicated in calculations_ D20 1 0 2868 32" 80" HINGED-DOOR P01 ��5] MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. allow roc drainage. n"Wie'rt. p- ❑.irmn-miocmn ,�a ap��r�F��n�,r 55B 1.7x11.8 LVL 46B li w (n O a " orate ALullion:Use min._ 2. 1.75x5.5 LVLs, continuous bottom plate to top plate. D21 1 0 2868 32" 80" HINGED-DOOR P01 Z W W W M mo D22 1 0 5068 60" 80" DOUBLE HINGED-DOOR P01 Z 0 _0 STEP 3 STEP 4 To and Bottom Connection:Connect at to late and bottom late with 2,LS50 and screws_ 0 > � C Apply Tower'Residential5ealant or recommended sealant,on three sides{jambs and A.Install window according to manufacturer's instructions. 56B 1.7xl 1.8 LVL p p p p D23 1 0 2868 32" 80" HINGED-DOOR P01 ❑ f� Q Q of I Header Connection:Header(s)may be supported Nvith 2x trimmer or hang on this mullion with concealed D24 1 0 2868 32" 80" HINGED-DOOR P01 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. M head}as shown atnxve. x l } ' LI„I n/ 0 B.Cut two pieces of DuPont"Flashing Tape or Dupont- jamb 57B 2, 1.7x11.8 LVL 3.5x11.8 PSL Ly � D25 1 0 3068 36" 80" HINGED-DOOR P01 Washing extending 1"above window hea8 Range and below bottom edge bF sill flange hanger per header table. 0 Z (� LLl N Flashing. ressti tightly alon sides of window frame. D26 1 0 3080 36" 96" EXT. HINGE GLASS PANEL J 00 Z I g P 9 y g 58B 5.5x12 PT gl sa L Led Ledger-Rnnf Dia bra m GENERAL NOTES � Q � z � w OPTIONAL:IF installing a drip rap as pan of the window installation before the g ]Diaphragm T- _ � >DuPont Sell-Adhered Flashing membrane at the winduwheadflange,seeDrip Joists and RafJBrS � Ledger Screws:If connecting to rim or header Or other continuous wood,use SDS at ends, splices, aiid Foundation, �rawlsp~ace Level VMlalls and �cw�r Fluor Framing m � N Q D_ M Cap Ins to ffa fiort Section and refer to Upt[or]1.NOTE:The vertical leg of the drip cap CONCEAL FLANGE A must not betalLer than the window head flange whenimtalling drip capaccwcing HANGER EA.SIDE Default rafter or deck joist to beam connection is can't or skip blacking and H2.5A,or H1,arA34 max 12" spacing_ If connecting to studs,use 2, SDS per stud_ to Option 1. - Foundations are OPA except as rioted otherwise. c.Cut a piece ofDuponrnashingTapeor5traightFlash-for head Rmhinlong with screws_ Ledger Connection to Wall- - Location of footing steps and/or transitions between retainingwall types shown are ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. enough to extend beyond outer edges of jams ftashings.Remove release paper and (2)KING STUDS 1 I nstall completely covering Range and adhering to exposed sheathing or Framing FROM TOP PLATE TO Framed roof overhangs, eaves,outriggers, etc.use IRC-compliant construction. ei•s erperz rrrr ai•: Use�x 4r ledger:minheightt4 match rafters.Apply ledger Q4Yr R ■ (I approxirr7ate only and mayvary depending on field conditions. ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. W members.OPTIONAL:IF installing a drip cap as part of the window installation, BOTTOM PLATE sheathing_Use hangers to hang rafters on ledger_ but after the window head[lashing,see Orip Cap 7nstalia6on Sec[ionand refer to Default sawn material is Doug Fir Nat or better_ Exposed to weather shall be Pressure Treated PT - Exterior cripple walls at craWlSp•ace level shall be the same shearwall as directly above. "U2!,2, g P ) Pa�allelRaftw of Truss Top Chard: Ledger may be top chord of last truss or rafter.Ledger to be VERIFY HEADER HEIGHTS WITH SUPER. NOTE.Ensure proper shingting Dupont-Flashing Tape or StraightFlash-at jambs placed over wall sheathing A I5 O u 5e 111E same posts in cripple walls as directly above. must overlap the DuPord"FIAxWrap'atthe sill and adhere to the Tyvek'WRB below Default sawn face mount hanger is U,LU,LUS,or if sloped rafter use LRUZ. I4fono Tr•ress Per eradirrclai•: At t Of molls trn55,ll5e COntlnll4ll5 2x b1OC,kliT behveen truss tops nailed -All slabs are 95.S. 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 abo�-e, or -All floor sheathing IS 12FD,typ. WINDOW FLASHING DETAIL-STEP 5&6 An national I-joist brand equal or stronger may be substituted N Y J � 9 y hanger to solid backing- - Floor joists are 4PA,typ. 0 � N I�laist roof overhangs, extensions, aUlFtgge€5,and cantilevers shall per per manufacturer's Roof Diaphragm:Connect roofdiaphragm to ledger or blocking with$d ring shank or screws at 3" OC_ ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED LL Stairframing:OPAandcade. OTHERWISE. C) 00 recommendations. Deck decking is13l D, typ. z 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 - 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 z �J w Connector(if blank Ledger Connecion: Connect to rim��ith 2, SDS or LedgerLOK at max_, 24" QC and��ithin 3" of ends Lower LevelWalls and Main Floor Fr a m i rig LOCATIONS. W W � Calloat Alin.,use Alt 1 min.,use Alt 2 min.,use Notes and ltces_ a� use default, above} p - All Interior floor sheathing Is 12Far p. J 0 U) _ 601 11.6 BGI 6000 upside dawn hanger to 46B - SDS or LedgerLOK to be of length necessary for�penetration in rim. FRAMING NOTES i;., — w 611 2x6 PT(a 16'' 2x8 PT @ 16'' Joist Connection: Connect joist to ledger with gah-hanger, all holes tilled with gah-nails or scretivs per - A I I e xte rl Of S�lwB I I S Bt to I s level are 2P F typ. \ Jgl l posts hanger manufacturerrecommndation. - Interlorbearingwalls are indicated with diagonal hatching. REFER TO SHEETA2 FOR FOUNDATION NOTES AND DETAILS. l� I+IJ� Default material is Doug Fir No 2 or better_ 32 L Ledger-Concrete Attachient U J U O ek GeneraLThefollonving assumes standard hangers attached to aledger_ If joists are supported by top - FIOOr�Cfl5t5 are P,� except 85 noted otherwise. COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF ell- Default bottom connection on plate: 2,A34 with TEGQ or screws, or 4, 16d face nails. .� FOUNDATION/SLAB/JOISTS BLOCKOUTS. w Q O U fq Jed Intr ar flange hangers on mud sill, and floor diaphragm is nailed or screwed directly to mud sill,no ledger is - Stair fra r J I nl .OPA and code.T� Default bottom connection an beam:2,A34 with TECO or screws,or PCZ_ - �� Q necessary- O - Default bottom connection on concrete:PB, or AB,4F ABU,or ABVIJ,or GBSQ - Ledger:Use min_,2x PT ledger at least as tall as joists_For non-Loci applications may use loin_, 1.5"s joist - ��C��CICI ng I�13��r IJ• FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0/ z Afternate bottom connection on concrete:45 rebar or 5/8'' all-thread,epoxy 6"min. into post butt, x height LSL or LVL with moisture barrier between ledger and concrete. SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 0- N Q STEP 5 STEP fi ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL � A.Flip down upper flap of Tyvak'WRB so i[lays Flat across head Raahing_ Final Step and 6"min.,embed in conc_Conc embed may be wet set or epoxy_ x Connection:Use Sig" diameter x min_,4" embedment,Titen HD or wet-set bolt,at spacing below-Min PRIOR TO THE FABRICATION AND INSTALLATION. � B. tut-T'stri f the T vek'WRO at tower horr2—ni edge of head flap- Imtall T er'Residential Sealant or recommended sealant and tracker rod as distance from centerline of bolt tO top or bottom Of ledger=2.75". LevelWalls and Roof Fro rr�i n aa p o y g p- ( Connector(if Upper E E. Atthehead,continuoustapeseamsasshewnwithDuPont Tyuelr'Tapeor necessary)aroundthewindowvpeningattheinterivr.RisalsvacceptaMetouse Callout Lin.,use tilt 1 min.,use Alt 2 olio.,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 GPM Stuff PWWlndow&Door Polyumhane Foam Sealant.orrecommended use default, above} - Roof diaphragm is 11RD typ. BY MANUFACTURER N DuPani FLashingTapa.DO HOT TAPE at bottom of window. foam.When using Tower'ResidentialSeaiaK toot 5ea[ant bead Rat to allow the Joists perpendicular-use 24"max spacing, staggered,and v ithin 4" Of splices.and ends-with 3"x_25 r , `I NOTE Skip-taping at head with a maximum of two(2)2"gaps for every 3'of window is naturat curing process to create a concave shape.Be sure[hat the sealant penevates 70 P 2-2x4 4x4 _ acceptable if an air barrier is not required or if addition al drainage is desired. the grooves of the Dupont-Flex Wrap-around the si lL When using Great StuN Pro �7 �7 A w'�er- - Tr4.JSS�S and layout r �, �J. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE Window&Dow Polyurethane Foam Sealant in perimeter openings less than V2", 7 1 P 3-2x4 2-2x6 4x6 F OPTIONAL:If instaipng a drip cap AFTER the Tyuek"WRB head flap is Ripped down and Joist Connection COFirieCt 415t to led er ti ith standard hanger- apply using the plastic extension tip for the Grea[StufF pro"Dispensing Gun during } g g AND NAIL W/RING SHANK 8d'S 6" EDGES & 12" IN THE FIELD. FACE sealed,see Drip Cap lnstaffatron Sec[ron and refer to Qglipo_d. 72P 3-2x6 6x6 4-2x4 installation' 92 FS Footing,Strip or Pad with Pony Fall or Past and$coin Support - Interior bearing walls are indicated vo Its diagonal hatching. NOTE:Installations that specify a wirrdo Moordesign rating of0P45or greater 73P 6x6 PT 5.5x5.5 PT glulam GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" require extra precautions.See Special Considera[ivns far performance requirements 'Alt I-Strip Footing iTzth Pony�'all:Use Strip footing and pony waft per below. - Exterior�� I�S �t roof pop-ups are 1� � typ. OS B OR EQUAL. Q Z exceeding this design rating_ 74P 4x6 PT Ak 2-Strip Footing nith Post and Beam:Use Strip footing and post and beam per below- Z Z< 75P 4x4 PT - Led err at lower roof to 4! er shear wall are BGLr t PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST W< Alt 3-Pad Footings TTzth Past and Beam:Use pad footings and post and beam per below. { - LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO i;NW 0 TableR406.2FuelNormalizationCredits StrrpFnoting:Use min_, 16"widex6"tall continuous footing_Footingtoexteridl_"min_beyond last post - Fireplace and chimn framin per Arch and code. J �_Zo or end of pang wall,typ_ FLOOR HOLDOWN LOCATIONS. Q W o� ZZpUK Fuel Normalization - LorzgrtrrdinaTRebar: Use 2, continuous 3"from bottom. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING §�°Zo �aieawo System No. Full Description Select System Type Credits EnergyCredits, Total Credits � Pond-�4�aU: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�aYm Q For an initial heatingsystem using a heat um that meets federal standards for the for t loads above per plan.Pony wall need not be sheathed not a shear wall. Studs need not line �W M�W Y 9 pump point p p ( } up Z a W W a equipment listed in Table C403.3.2(l}C or C403.3.2(2} OR Air to water heat pump units that with joists. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Z L9D �/� z WUO•� are configured to provide both heating and cooling and are rated in accordance with AHRI 1 �/) o=>W Z - Connect mial sill to footing with 1:� suet Set or Titan HD anchor bolts at 72"max spacing with 3"min 1 N F Q W o- 2 550/590_ Heat pump with electric resistance or fossil-fuel supplemental heat requires Heat Pump, air-to-air Or air to.WStet 1 CI 6.0 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 I ' I Z=Z compliance with WSEC 403.1.2"Heat Pump Supplementary Heat"_ Packaged Terminal Heat of CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM U W W�W W o 23o-c�u_ Pumps (PTAC HP)requires an HSPF tested value (See SEC Interpretation dated December max spacing_ CONNECTIONS. 1 1 I Z�Q=� 2020}_ Post and Beam:Use 4x4 posts at F max spacing and at point load locations per plan,with standard UJ O �` "o �ZWoo hardware top and bottom.Seam,use min.,4x10. o o:8 1,Z Z° W° Pad Footing:At each past use min_, 16" square x 6"tall with 2,i�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.Z Z .a- Energy code minimum- r , Z--.,j Option No. Category Select Options Credits Brief Description of Selected Q tione 93 FP Footing,Pad �./ 000ww Footing:Use min.,24" square x 8"tall. Z W 0 0 0 1 Efficient Building Envelope Option 3 0 5 U 02$Windows/R-38 floors or R-10 Fully insulated slab. Or x amN�o 5% reduction in UA - If in slab area footing may be mono-poured,"ith slab or below slab_Height may include slab height if poured monolithically. Q ,Z FOOM of Qrr0 3.0 ACH50/High efficiency fans/For R-2, 0.3 cfm per ft2 at 50 Rebar:Use 3,i� each way_, 3"from bottom. o,,m a 2 Air Leakage Control and Efficient Ventilation Option 2.1 0.5 zx Pa_/High efficiencyfans ZZnm 95 S Slab on Grade W 9 o Ductless Split System with no electric resistance in primary Subgrade:Use structural fill or native material, compacted to 95%relative compaction. It is strongly N z 3 High Efficiency HVAC Option 3.6 2 0 living areas recommended that all structural fill be checked-by a geotechnical consultant_ p * Na Slab ConneCtion to Concrete Wall:Do not connect slab to concrete wall kxith dowels or other �0�w�R{�t� OWNER APPROVAL 4 High Efficiency HVAC Distribution System Not Selected NA -Not applicable to ductless system selected in Option 3 structural tie. A. d x L nderslah Insulation:flay use-'OS or EFS rigid foam with min_, 25 psi compressive strength under slab_ I� If used,prmide.and install per insulation manufacturer's recommendations. � X INITIAL: 5.1 Efficient Water Heating Not Selected 0.0 - x PAGE #: Slab Thickness:Use 4"min_l'Iay thicken at edges and use additional continuous rebar in thickend portion,though not required_ 211111111113 5.2-5.6 Efficient Water Heating Option 5.1 1 I] Gas a propane Water heater urith min UEF of 0.91 OR Solar Reinforcement:Use any of the following: supplemental OR GSHP - -NTin_,�3 rebar at 24" OC: each way, centered in slab_ 3/31/23 �� A0 6 Renewable Electric Energy 1,200 kWh Option 6.1 1.0 On-site wind or solar electric energy - Welded wire fabric,min._W2.9, 6x6 (6 Ga.}, centered in slab. Splices overlap$ min. - Fibermesh per manufacturer's recommendation. &W 24 PAGE: - Helix micro rebar,min_, 5 Ibs_per cubic yard- 7 Appliance Package Not Selected 0.0 Control Joints:Maximum recommended spacing=8' OC, each way. This is a non-structural item and ; 14'6CSD,l5 '56A may be changed or omitted by Owner or architectural designer_ l� ��^ "5ragi4-T'L 5 of 19 Total Energy Credits 5.0 Vapor Barrier: Suggest a min.: 6 mil_,plastic vapor barrier under interior slabs_ This is a non-structural � 5 '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 co N ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. o DRAFTED BY: � N F-10 FOOT GEOHAZARD SETBAC� ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. J. BASS ADJUST FOOTING TO FIT J m 73-2" VERIFY HEADER HEIGHTS WITH SUPER. T-0" 9'-7" 2'-0" 14'-11" 2'-0" 18'-5" 2'-0" 18'-0" 2'-0" ° $ $ o. MIN 24"SQUARE X 8"TALL — ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED 1/4" - 1' U.N.O. 0 73P FOR SONOTUBE 73P a OTHERWISE. 93FP A2 93FP A2 REBAR:USE(3),#4 E.W. ( 0 3"FROM BOTTOM ) DATE w o o "' `, N 8 $ N ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED MIN 24"SQUARE X 8"TALL o FOR SONOTUBE �� o A2 A2 OTHERWISE. z 73P REBAR:USE(3),#4 E.W. C 73P 12-23-2022 W M I N 3"FROM BOTTOM � �� N 93FP 93FP a L PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER 1'-2 1/2"J J 0'-9 1/2" 14'-11' 1'-2 1/2 J J 0 9 1/2 18'-5' 1 18'-0' l'-3" DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 9'-7„ o� LOCATIONS. 03-29-2023 iv iv 1'-2 1/2" 0'-9 1/20'9" 3'-0" - - - - - - - - - - - - - - - - - - - - - - - - 48' 11/2'_ 17HD 20'01/2" 2'-0" FOUNDATION NOTES ° 78R 71 P- N — — — — — — — — — — — — — — — — — ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH. I JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. 71P ° 5 FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. 500 GAL.STORM/SEWER DRAIN DRAIN A2 I I FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. X 5 TANK AND SUMP VERIFY A SUPERVISOR OR LU N w I " A2 PERMITTED DRAINS FOR OVERFLOW7ERFLOW �oFORConE�o 67,_2„ N I FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. O E w ~> ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. ° z ° I I DEPENDENT ON FINAL GRADE& E& w�' 1� Y O �� I I o LOCATION OF STORM/SEWER LINES-INES � eV1S10 n z I I **VERIFY W/SUPER** rn I I o a o v Structural Ca"Outs�-Copyright CoustructionCalc,Inc(CCI) az LL X I I BASEMENT CRAWLSPACE VENTILATION I I General:All construction shall be per current budding code and Standard Structural Specifications herein. w a m N I I / 1 �Q Q,� 0 CRAWLSPACE AREA: 1,541 SQ.FT. I I 17 RD Ffoldmrn � 3 0 rr e C O y 1,541/150=10.27 SQ.FT.OF VENT IS REQUIRED. E. 0 w Q I I �� I Alt 1-BoldoAo-Embedded Strap Tfpe N a >g rO F S4 USING 6 X 16 FOUNDATION VENTS,16 VENTS ARE REQUIRED. 0'-6° 2.�„ ' Holdown:Use LSTHDI O for no rim joist condition-LSTHDI OR]for rim joist condition - EL m IELD ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET3 — o r I (93FP)24"X 24"X 8" C OF EACH CORNER OF THE BUILDING. 2015 IRC-R408.1 5 I Stud:Apply over sheathing to king stud-mite,2-2c 4z or larger per planC Z POST PAD FOOTING T-10" 18'-0" J 34'-8" J 0'-8' Ali 2-Hold own-Ball Type w (3),#4 E.W.3"FROM BOT. A2 ` n •t A2 lHoldo Use HDU2 with 6,SDS to king stud min 2-2x,4x,w larger per plan ° 72P rrI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — iv Aucbor Bolt:If we set,u e 5'8`diameter SSTB or all thread«ith 12"min embedment. Z — — — — — — — — r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — s U 3 I o ® li ° ° ° ° o ° If rotohammer_use 5/8`all thread&epoxy,rcith 14"min concrete embedment ceafered in stem wan- N a A 1 Ass hole awn- from a es and ends of concrete to min��e breakrna. EA2 — I L- — 0 I I S2 L Ledger-Coacrete Attarbmeat dTYPE DEP.ON GRADE F I General:The following assumes standard hangers attached to a ledger. If joists are supportedby top �, I O I 5 1 3flange hangers on mud sill,and floor diaphragm is nailed or screwed directly to mud sill,no ledger is rie I w I A2 I I Ledger L•sr min-,2x PT ledger at leas#as taIl as joisu.For non-wet appfications may use min- i.5'a joist T-6" 2'-0" 8'-4" 11'-4 1/2" 4'-3 1/2" — — — — — —15'-10"— — — —`r'— — — 21'-10" Z I I hei$hd LSL w LLZ wtlth nrvishae Kamer bens ern ledger and concrete U_ 5 6 ° Connection:Use 5`8'diameter x min.,4"embedment,7ifim HD or wet-set bolt at spacing below.-fin A2A2 I I I ,SA ,sA I I ° I _ distance from centerline of bolt to top or bottom of ledger=2-74"- E — — — — — I I I I I Joists parallel,use 36"max spacing,staggered and within 8"of splices and ends,uAL 3'x.25 washer. O c I I — NCR X 16— a — — — v ° O M PACTE D pi a 24 Spacing,staggered and s�ithin 4"of splices and cads,with 3'x.25 (� N , I CONCRETE FOOTIN= I I I I I Washer. C II I J I — — — — — — — — _o_ _ I BAC KF I L L I I Joist Connection:Connect• st to ledger-with standard banger- 0 '� , N 92 FS Footing,Strip or Pad pith Pony Wall or Post and Beam Support � 0 3/4" OS B I 17'-10" 12'-8 1/2" 4'.3 1/2"" I I I I Alt I-Strip Footing with PooF�L all:L se strip footing and pony�vad per below N i Q Flit 2-Strip Footing mith Post and Beam:Use:strip footing and post and beam per below. M U) n I v I I I I I I I I • Alt 3-Pad Footin s mith Post and Beaty:Use ad footin s and post and beam per below. 11 7/8 BCI JOISTS s p g �° p 0 CONCRETE SLAB FLOOR I a I I I I Strip Footing:Use nun., 16"wile x fi"tall continuousfoatimg.Footing to extend 12"ruin beyond last past >Q V ° 1 95S TYP.ALL a ,n oPORCH SLAB or end of pony wall,typ. 021 R-38 INSULATION I ° I a? R10IN CONDITIONED AREA I I " 109 SQ FT a I I I Loy:girrrrhnaTRebctr:Use2, -4contimrous3"from bottom. LL UJ U) M � A2 fff ° co _ CONTINUOUS BLOCKING I a L — - - - - - - - - - - — — — — — — — — — — — — — — — — I L- - - - - - - - - - - - - - - - - - - m I - ,dsaboyp plan. wall ( rashes:« ] tudsaeedsotseo — � aL � _0 Pans Wall:Use 2 4 studs at?4"max spacing with double top plat and single Pr mud sill Also use posts for paint to a per w d no all S 1 J 1 with joists- Q M 2 X 4 STUDS 24" O.C. WITH I I A2 p I I A2 I Connect nerd sill to footing with 1,2"wet set or Tian HD anchor bolts at 72"ma:L spacing uithh 3"min Q z � 0 CA � DOUBLE TOP PLATE. embedment in concrete.Or use powder-actuated pins per Standard Structural Specifications herein at 36" J_ J M Q Z CV 2f t PORCH SLAB I o ° o I max spate- Q O Z 2 u i 1/4" X 3 1/2" DRIVE RAW L 48" Post and Beam:Use 4x4 posts at F max spacing and at point load locations per plan,ssith standard m � CN Q d M > � N N 15 SQ FT hardware tap and O.C. I - - - - - - - - - - - - - - - - - - - - - - - - — 4'0" 6'6" 4'0" — - - - - - - - - - - -: - - - - - - - - - - - gain!_use nun, x 5 Q Pad Footing-At each post use met, 16'square x 6"tall with-',=4 each way 3"from bottom. 11'-2" 14'-6" 22'-6"-N TREATED SOLE PLATE a N Joist Connection.Connect joists to beam orwap plate per joist manufacturer recoounendation and or ----------- io I o I A2 48'2" Code mmmnmr LU 93 FP Footittg,Pad 6" X 16" CONC. FOOTING (PER PLAN) , ° I I I I F��ting:Lsemia.,24"square x8"tat- C FOUNDATION & C RAW LS PACE LEVEL WALLS If in slab area,footing may be mono-ponied frith slab or below slab-Height may include slap height if V W/ (2) GRADE 40 #4 HORZ. REBAR --------------- ------------ era :---.------.------------.------.------.--. I I I I Q `i\`i\`\i\`i\`i\`i I I I I -FOUNDATIONS ARE PER PLAN, U.N.O. d�'°�° '��'� z 6 MILL VAPOR BARRIOR / /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ -LOCATION OF FOOTING STEPS AND/ OR TRANSITIONS BETWEEN Rebar:ise3, eachwap=3"from bottom > V ` \ \ \/\\ \ \ \ ` `/\\/\\j\\j\\j\\/\\/ 95 S Slab on-Grade UNDISTURBED SOILS\��\��\`i�\��i��\� I I 4 I I RETAINING WALL TYPES APPROX. ONLY AND MAY VARY DEP. sHhgrade:Use structural 5llvra �maderiaL compacted to95°v relative compaction It isstronglc W N A2 I I ON FIELD CONDITIONS o recommended that all structural ffi be checked by a geoteehnscal c onsuftant. U_ Q 00 a No Slab Connection to Concrete Wall:Do oot connect slab to concrete wall kith dowels or other -EXTERIOR CRIPPLE WALLS AT CRAWLSPACE LEVEL SHALL BE THE SAME structural tie- z J _ L-oderstab Insulation:-�tw-use'OS or EPS rigid foam crirh min.,25 psi compressive strength under slab SHEAR WALLAS DIRECTLY ABOVE. ALSO USE SAME POSTS IN CRIPPLE WALLS Q 0 0 I AS DIRECTLY ABOVE a a If used provide and install per insulation marttdacturer's recommendatioms. STEM WALL HT. Slab Thickness:tree 4"min--+lay thicken at edges and use additional continuous rebar in thickend ' ' I '^ 9 STRIP FOOTING & PONY WALL I I DEPENDENT ON PRE FDN. 0 a I -ALL SLABS ARE 95S, TYP. a portion,though not required W v SCALE: 3/4" = 1' I I GRADE I - p -STAIR FRAMING PER PLAN/CODE Reinforcement:Use any of thefoDowing: J �/ Q (n Q m < °? _ l=,05 rebar at 24"❑C,each way,centered in slab U —/ w M I I w > I I bo " ti -DECK DECKING IS 13 D D. TYP. Welded wire fabric,min-,W'2-9-6"x6"(6 Ga).centered in slab.Splices m-erlap 8"min. N o Ff}xrmesh per mantrfacmxc�s recommendation- N Q Q Q-' 7 Helix uuao rebar,min,5 lbs.per cubic yard L.L m IJLJ O A2 37'-0" 11'-2" Control Joints:Vfaximum recommended spacing=S'dC each way.This is a non-structual item and U J U O Q J w J may be changed or omitted by Owner or architectural designer U I O C ) 71 P 6 X 6 P.T. POS I I J CO Q z I I DRIVEWAY SLAB Vapor Barrier:Suggest a min-,6 mil-,plastic sapor barrier under interior slabs.This is a non-structural \� `J ABU66 POST BASE I I w J I I 1,638 SQ FT Q z LL � Q o w item and may be changed or omitted by Owner or architectural designer. (3) GRADE 40#4 REBAR I I 0 C � (n >- ~ � 00 Q 6 MILL VAPOR EACH WAY- FOR LONGER � � � z o I I C BARRIER PADS ADD (1) REBAR EVERY 8" I I o w M I I C M a I " I z z o Sao o 0 N ......................... ; :....................—............. I I , I 2'-0" elf VARY-PER PLAN\\\\\\/\\\\\\\\\ 5 /ice/ice//�N�/��i�/i�/i�//� /�//�//�//�//� I — , A2 ® N ¢ ay /\/\\/\/\/\/\\/\/�\/\/\/\\/\/\\ I I I z LL z 010 o�wW w�Z° ad°Q J �Z-.r a�ZZ� S�U�m a ° CCU I I Zd1 Wit () °xuza TYP. POST FOOTING DETAIL N I 10 7 I I z �w W.Z' 9-B <-� SCALE: 3/4" = 1' C?awl A2 I �, O Wo�W1 w�Jw� U I I .��Zz �Faaz A2 m I I Qao0o KZH°o 6 X 6 P.T. POST I I 4 5 I I a�°�Z °OZUp Q A2 A2 I I ~=3N� 0 °z�zz ABU66 POST BASE I L- — — — — — — — — — — — — — — — _J J z°w°a.47 a L Z.U Z�� (3)GRADE 40#4 REBAR N° ~ ww as ° �WFzz EACH WAY- FOR LONGER I ° ax�oo PADS ADD (1) REBAR EVERY 8" - - - - - - - - - - - - - - - - - - - - - - - aw~:LL 4,#5 ROTOHAMMER&EPDXY O z u-o 6 MILL VAPOR PERPENDICULAR TO ROCK FACE o m o0ox FZU� 5'0" 22'-0" �'a CD o BARRIER — &BEND VERTICAL IN FOOTING w°Z' 27'-0" 92 PRESSURE WASH 4",TYP. a &APPLY BONDING AGENT PLAN AREAS -a ' wAsRt+j'� MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL 00 O �\ 24"SQ MIN } PIN POST FOOTING.- BASEMENT 964 SQ.FT. INITIAL: TO BEDROCK LUPA E x TOTAL LIVING AREA: 2,981 SQ.FT. 21013 GARAGE 843 SQ.FT. 3/31/23 SOLID, BEDROCK RED` j\\\j\ Aaw ENTRY 110 SQ.FT. PAGE: TYP. POST FOOTING DETAIL 1CA-14l°`L �`5 �'�L- COVERED DECK 381 SQ.FT. 9 (� � �� qar�.-zrLr 6 of 19 —v SCALE: 3/4" = 1' �Y��.s ��-{L.l' . OPEN DECK 232 SQ.FT. DESIGNED BY: J. STERLING M N N DRAFTED BY: cq WALL PER PLAN WALL PER PLAN 2 BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM J. BASS 2 NAILS OR SCREWS PER SHEARWALL TABLE 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 OPTIONAL 4"SLAB 1/4" = 1' U.N.O. %%/ NAILS IN BLOCKING - 14 (GARAGE, PATIO) DATE o LENGTH FLOOR JOISTS LENGTH SIMPSON HANGER ° 1 2-23-2022 RETAINED WALL OF VERT. JOISTS PARRALLEL ONLY FOOTING FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING 1 i G ( ) RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING F HEIGHT POSITION REBAR @ REBAR REBAR TRANSV. CONT. A35 TYP.ONLY WIDTH HEIGHT THICKNESS SPACING *` SPACING REQ IF 4' ' OPTIONAL 4"SLAB HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. FLOOR JOISTS BOT. L BEND _ _ BOT. L BEND .-III— -III III I 03-29-2023 _ (GARAGE, PATIO) ° III w ,� III—?I—III IIIIII—III-o 1 I _2=1 I I1 I I1 I I III I � 1 - 11 n n 11 NOT n " " BE ATTAC SUB HED D WITH 8D NAILS I I-0111 11= 1 1= 1 1-O - � 18" 6" 6" 72" NOT 611 #4 2411 #4 24" N/A ° '� -� w 0 4 CENTERED 18" 6 6 72 REQUIRED 6 #4 @ 24 #4 @ 24 N/A (2) # 4 —� -� O 4 CENTERED REQUIRED @ @ (2) # 4 IF JOISTS PARALLEL � ° ° INSTALL"G' BLOCKING 3"O.C. STAGGERED. E ° 1 I I I I I , , , - IN (2)BAYS. W _ -� -A PICTURE OR PRE INSPECTION -w °- — — — — /� 11=1 011 11= 11- 4' 1 11- 61 511 2411 811 611 5611 4811 611 #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 SCREWS OR NAILS Z=III= I 1-III I I O MAY BE REQUIRED DUE IN FLOOR =1 11= 10 I =III I m 3"O.C.THRU SUBFLOOR E 41 1 11- 61 511 2411 811 611 5611 REQUIRED 611 #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 PLATE MATERIAL COVERING NAILSW — (7 ° 1 I I- I I III- I III I I_ I I 1 1101 I= I I—III—w=u T w =1 I I-_I i Ii 1 11 - 1 11 11 11 11 11 11 11 n 11 n -� 18 MIN. __-_� 18" 6 1 $ 6 32 10 8 28 28 8 #4 @ 16 #4 @ 18 #4 @ 16 (3) # 4 I 1=BELOW GRADE I-(� 61 1 11 - 81 611 3211 1 011 811 2811 REQUIRED 11 " 11 —III-BELOW GRADE I I IIIIIII1 -= 6 $ #4 @ 16 #4 @ 18 #4 @ 16 (3) # 4 �- Z � X = 1=1 i�I I II Z 111 IIIII I I I I N X =III III— —Q=-o (D 1 1 I "TIGHTLINE—III=2 =Q ° TIGHTLINE— - 1 11 1 11 11 11 11 11 11 11 " " �� EQ. EQ. III I III—III _ J= J , „ 1 11 11 11 11 11 NOT 11 n 11 11 EQ. EQ. III I I II 1 1 1-1 _ p 3 8 1 - 10 $ 42 10 $ 18 18 $ #5 @ 14 #5 @ 18 #5 @ 14 (4) # 4 1 X 4 P.T. GUIDE O EXT.WALLS ONLY 1 I J a 8 1 - 10 $ 42 10 $ 1 $ 8 #5 @ 14 #5 18 #5 14 4 # 4 1 X 4 P.T. GUIDE EXT.WALLS ONLY I 1 z w N R-10 @: 11—III III—I 11-Q -0 REQUIRED @ @ ( ) R-10 @: I I—III III—I 11= I 1-� ❑ CONDITIONED AREA SLAB =III=III=III=III= 1 = Q) CONDITIONED AREA SLAB =11011—I I I 11=1 1 1 III—III III—III Q —III III III III W c 1 01 1 11 - 1 21 1 011 4811 1 011 811 1611 1611 811 #5 @ 9" #5 @ 18" #5 @ 9" (5) # 4 ON GRADE MIN LAP SPLICE=24'1= I 1=Z 1 01 1 11 _ 1 21 1 011 4811 1 011 $11 1611 REQUOIRED 811 #5 @ 9" #5 @ 1 8" #5 @ 9" (5) # 4 ON GRADE MIN LAP SPLICE=24'1= I 1=� S (� Z Y —1 1 11 I I 1 1111—III Z Y =IIIIIIIIIIII—III .�- a =B =III IIII 11 I 1 SLAB OR FILL SEEN TE#1 —B 1=111 1 11 11 I I _ 70 GENERAL NOTES: NOTE #1 a°LAB OR FILL-SEEN TE#1 ° 111E111= 11 GENERAL NOTES: NOTE #1 ° I E I I= I III= - * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. _ =III=III * FILL OVER FOOTING IN CRAWLSPACE WHEN COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN — III= * NO SLAB IS NEEDED. R-10 FOAM •� 4 DRAIN ROCK- * R-10 FOAM a G ARE MAXIMUMS. MAY LESS. W/10 MILVB D 1 COLUMNS F G ARE MAXIMUMS. MAY LESS. NO SLAB IS NEEDED. W/10 MIL D 1 • DRAIN ROCK- z COLUMNS F, . . - q . . - z UNDER, MIN. 3" 4"PERF.1= I I: UNDER, MIN. J ° Y 4"PERF.1—III= e *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF ---E-- 6 MI IEEE-—J _ _ - _ - - III- *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF -----1 --------- _ _ ° _ _ _ 1 I z RETAINED HT. (A) FILL REQUIRED III-6 MILL VB — I (EXT.WALLS oNLv} RETAINED HT.(A) FILL REQUIRED III-6 MILL VB — I EXT.WALLS ONLY)= 8 * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE 01.F No s�Ag 1 I y1 1 i l 1 i l I II I II-V1 11 111= * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE iF No's`AB 1 I yl 1 i 1 1 i 1 I -V� 1 I 111: El 101011—III— C= 1=1 1 1=1 1 0 1 1=_ El 1011=111=III— C= 1El 011=I I I— � * REBAR MINIMUM GRADE 60. 5' - 6' 12" I=1 10 I I 1 I I I ITOEI I I=1 10 I I=1 I I I I-1 HEELI I I I I 1 I I I=I I I- * REBAR MINIMUM GRADE 60. 5' - 6' 12" 01 III 11 110 IT, 11=III III III=III—I HEELI I I I I I 111=1 11= �..� -1 I I-1 11-1 I I I I-1 I I-1 1 1-1 i 1-111-11 I- =1 I I 1 I I-1 I I-1 I I=1 1 1=1 I I-1 I I-1 I I=1 I I-1 11=1 I I-1 i 1-1 I I-1 * CONCRETE MINIMUM fc 2500 psi 7' - 8' 1811 _ ' - 1811 _ 1-III= ASSUMED SOIL BEARING PRESSURE: 2,000 PSF111 CONCRETE MINIMUM fc 2500 psi 7 8 1 I I 1*ASSUMED SOIL BEARING PRESSURE: 2,000 PSFI 11= N **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9'- 10, 2411 -1 I I=1 I III III=1 I I III III III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I _ **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9'- 10, 2411 = 11=1 11=1 I I I I 1=1 I I III III I I 1=1 11=1 11=1 11=1 11=1 11=1 I I _ NOT TO SCALE -1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 I I1 I II I II I I NOT TO SCALE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII—III u- 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 R-10 @: CNI p L A B C D E F G V W X Y Z BASEMENT PERIMETER A B C D E F G V W X Y Z O� � ABOVE GRADE AREAS Q O CONDITIONED AREA SLAB ON GRADE F F Q O c� LENGTH 4"SLAB LENGTH ° 611 MIN. LL � � M UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING b I - - 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. ° d 0 HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING*� SPACING REBAR @ REBAR REBAR TRANSV. CONT. — — — � Q Q � � � q � III—III I I I III-1 I w w � o .. a) BOT. L BEND a o BOT. L BEND III=III= I III=III= I =� o z U 00 z N .. R 10 FOAM b = 1= 1 1 III=III= I � Q o z � w 01 - 41 CENTERED 1 8" 611 611 SEE NOT 611 #4 @ 2411 #4 @ 24" N/A (2) # 4 W110 MILVB R-10 FOAM E w 0' - 41 CENTERED 1 8" 611 611 SEE NOT 611 #4 @ 24" #4 @ 24" N/A (2) # 4 — E=1 I I I 1 I—I 11= 11 m N Q 0- M SHEARWALL REQUIRED UNDER, MIN. 24' IN. w m SHEARWALL RE UIRED W 1 11 1 11 11 A 2 `n 1 11 , 11 1 14' TIGHTLINE I I I m 4 1 - 6 3 $ 6 6 #4 18 #4 24 #4 @ 18 3 # 4 W (D Z 4 1 - 6 5 $ 6 6 #4 18 #4 24 #4 @ 18 3 # 4 ° 1111 111111 11111 III I _- 2411 11 SHEARWALL REQUIRED 11 @ " @ " " ( ) _ Q 24 SHEARWALL REQUIRED @ @ ( ) O— 11 11 SEE NOT 11 n n " W a O -z LIJ = Z III I I I�I 11 I I=w -�' (� = II- 1III11-11I= I =: < C , 61 1 11 - 81 611 3611 1 011 811 SHEARWALL REQOIRED 811 #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 q J 61 1 11 - 81 3611 1 011 811 SHEARWALL REQUOIRED 811 #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 ==III 11 111 III 111 11El =Z v X X 110 18"MIN. I Q-10 Z>Q o 1=1 I I=BELOW GRADE = =Q 81 111 - 10' 811 4811 1 011 811 SEE NOT Q11 #5 @ 9" #5 18" #5 91' � 8' 111 _ 1 01 811 4811 1 011 811 SEE NOT Q11 #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5 1 X4 P.T. GUIDE = I I I I=1 I I= I I=III z O w � N SHEARWALL REQUIRED 8 @ @ (4) # 5 2' CLR. C� (� w SHEARWALL REQUIRED SCREENED 2" PVC MIN LAP SPLICE=24" w R-10 @: 2"CLR.=III I I 1 I I-O ILL =11011 III III—III IW WEEP HOLES 6'O.C. -CONDITIONED AREA SLAB — — — — z 0 � � III—III III—III— W —MIN LAP SPLICE-24"- -cn 1IIIIIII 1 1 O 4"TIGHTLINIE=111—III 1 I I= N GRADE Z Y ° =1 I I I=1 11=1 11=1 I III= (n Q III III— I- —111�� 11�24'MIN.IFOR 1 I = 1—III III 1101 I z w � GENERAL NOTES: - Z Y B 10'WALL II- GENERAL NOTES: NOTE #1 SLAB OR FILL-SEEN TE#1 B- _ _ 11 111 111 I I I- w w (D * IIIII I ' 1 -III—III=_ * ° `� ° I=1�I— I=_ J p co COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN - - 11- 1 R-10 FOAM — —111: U — w * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. III—III ° • • a DRAIN ROCK= NO SLAB IS NEEDED. • • DRAIN ROCK= D COLUMNS F, G, ARE MAXIMUMS. MAY LESS. w/10 MILVB D - =1 3 4"PER F.I 1—III= UNDER, MIN. b 3" "PE RF.1 111= *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 1 11 _ b °_ O _ *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF ----__--IEEE-- I—III—III— _ 1 III= RETAINED HT. (A) FILL REQUIRED III-IF NO SLAB_ — I 1 U J U O * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IIIIIIIII-III 1= — 1 -VI i= I 1111= * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. . _ 1 I1 1= 1=i 11--V= 1111= * 01011=IIII —=—=—C IEEE 11 1 I 1=1 11=111== * 0, 4, NONE =III=III=III=II I —=—=—C—_—= 11 1 I 1=1 11=111== Q Q REBAR MINIMUM GRADE 60. 111E I I—I I I-I ITOEI 11— 11— I — 11-1 I I- HEELII I I—I I I—I I I—I I I- REBAR MINIMUM GRADE 60. 5 - 6 12 1-1 IIII I I—III— ITOEI I I—III—I 11-1 I I—III— HEELI 1 —III—III— 1I- * I III-1 I I-1 I. I=_ * -1 I I*III-1 I I-1 I I=1 11-1 I I-1 I I-1 I I-1 I I-1 I I=1 1 1=1 I I=1 I I=1 I I=_ � � ap Z CONCRETE MINIMUM fc 2500 psi 1 ASSUMED SOIL BEARING PRESSURE. 2,000 PSF_111= CONCRETE MINIMUM fc 2500 psi 7 - 8 18 1_�ASSUMED SOIL BEARING PRESSURE: 2,000 PSF=1 11= N Q **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. I III III III= I I III= I I= I I= I I= I I III III III= 11-_ **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9'- 10, 2411 - 11 III III= I I= I I III= I I= I I= I I= I I III III III= 11-_ 1�II�II�IIII1�I1 I I1 I I1 I I1 I I1�I1�I1�I1�I1 I I � 1�I1�I1 I I1 NOT TO SCALE NOT TO SCALE CASE 1 CASE 2 6 X 6 P.T. POST PROVIDE CLEANOUT AT 1� 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 C 12"SONG TUBE ABU66POSTBASE WITHIN 12" � RAWL 48" O.C. WALL PER PLAN AT TIE IN TO DRAIN PER TOP OF STEM WALL #4 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 W X Y Z 3/4 SUBFLOOR DETAILS TO ALL R 10 @: /\ \/\ \/\/\/\/\/\ DETAILS Woo; pz UU CONDITIONED AREA SLAB \ //\ //\//\//\//\//\ o r o / / / / / z-a¢ ON GRADE ��\, j�\\ j\\j\\j\\j\\j\\\ g o ALT 3 FLOOR JOISTS z z o UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT FLOOR JOIST LENGTH VERTICAL HORIZ. FOOTING FOOTING HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING BLOCK OF VERT. REBAR REBAR TRANSV. CONT. ON TOP OF MUDSILL v ° ° 4 /\\ /\\ \\ 1 11 \ \\ \\ \\ \\ \\ �a�ao 0 4"SLAB AL 1 LL z ° \ \ \ \ SPACING REBAR @ n o / ////// 1 -0 /////////////// N°a SLAB AB VE GRD.J Q _ \ \ \ \ \ \ \ \ \ W a W ui BOT. L BEND A \\ \ \ \ \ \\ \\ \\ \\ _- - / / v /(�' / • ° / R-10FOAM/ / FOOTING SIZE ANDREBAR� / / / z�wwa O, - - F co \/ / /\\, /\\/� /\\/\W/10 MIL VB�\\ /\\/\ \//\\//\\//\\ 0 l W N z _ //� \ \ \ \/\ ° /\/\ /\/ \/\ PER FOUNDATION PLANo=>W z 1 1 - - - R-10 FOAM\ \ \ \ \ 11\ \ \ \ \ \ \ \ \ "�==Q 0 - 4 CENTERED 11 n n SEE NOT n " " 1-1 _ _ _ / / / /SUNDER,MIN. / / / / / F o - - - / / / /' . 18 6 6 6 #4 @ 24 #4 24 E I1 I I1 I II 1 III 11 �i\`i\`i\`i\` /16 \` �` ��'�` \`i\` /\`i\`i\` _- SHEARWALL REQUIRED @ N/A (2) # 4 w w/10 MILv6� / / / / / / 2 GRADE 40 / / ° p / / / z W W W o N 11 1 I III III—III m ALT 4 FLOOR JOISTS a W % UNDER,MIN.\\/\\/\\/\\/\/\\/\\/\�/\\/\\ ( ) \\/ b \/\\/\\/\\ W 3 a z z _ _ _ _ —_H -� 'i '� '�\//\//\//\//\ \//\//\//\//\// // #4 RE BAR \// _ \//\//\ z-�N= z-z- W FIG I =IIIIII=III =I HUNG FROM MUDSILL _ \/�/\/\/\/\/\/ /\/\/\/\/\ / / I I=1 I I-1 I I-1 I I-1 I IIIII— /\\/\\ _ gaoo� _111 11 I I1=111E110 Z E-III—III111011EI I— =1I IECOMPACTED FILL-III=1 \ �Z~~° LL GRADE OCATION- Q - - - - - - ° - z o°W o 1- MAYARY -II !-w - - - - - - - IEEE - - —=III=III—AI=III III II zoz� -111-11 I I I—I 11-11 = Z = 11=III =III I IZ: THICKENED FOOTING PAD W/ SONO TUBE Q zzgz° -1 I I=J -1 I IE= I I—�I=° CRAWLSPACE -1 11 i l 1 i I III i 6 11 _ zW N oQz �- X q I I I 1 " I I I I I 1_I Q o 18" MIN. H a SCALE: 1 — if 7UU» Q 11 11 2 Z: wozaa Z BELOW GRADE J O O 000�� IIIIII-� IIII—III—� I I1 111 I IIII1 I IJ 1 6X6 P.T. POST Na000Q IIIIII—III w CENTER _ _ _" M = Z g��o CENTER = IM _ O I I I III—>� 0 ABU66 POST BASE 4"SLAB aw�� III—III -III I I w III III I I I=1 I `� J J Z z,zQo MIN LAP SPLICE=24" —III-w -MIN LAP SPLICE=24I I F Q Q 5 I GARAGE DOOR z o _ 000x '00 1 X4 P.T. GUIDE b IIIIII I `�- -III III- =� ° BUCK OUT FOR GARAGE DOOR q GA,�� cf2WO 4"TIGHTLIN -IEEE— 4"TIGHTLINE- o o m a 1 I I-1 I I=1 I I=III Ill w l z z oZX m ALT 1 SCREENED 2"PVC ° III—III= 11= 11= 1 =_ w 4 CONC. SLAB OVER 6 aw�s f O WEEP HOLES 6'O.C. a III 1101011 111- 1 X 4 P.T.GUIDE III=1 I III=1 11= I`n // / q = _ ° - ¢ `� Li 1 -1lu ulu -1 L---. _ _ _ MIL VAPOR BARRIER ON \\/\\ _ _ �r. L GENERAL NOTES: NOTE #1 ALT2 —III—I I1-1101I— ° IIII—III—III III I I \/\ � III—III—I I I LAB OR FILL SEE NOTE#1 ° GRANULAR FILL // a • 4"SLAB BELOW GRID., B I = I I= I III= ° B III= I = 11= \\\\ ° 1=III=I =III=1 I I _ —III I I 1 11 \///\ ° III—III—I I OWNER APPROVAL * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN - - - _ \\ \\ ASSUMED MAX ALLOWABLE SOIL BEARING: 2,000 PSF NO SLAB IS NEEDED. a . aDRAIN ROCK- b a • DRAIN ROCK- /\/° \// /— —I II I EI i=1 i II D \ \ \ /\\i\\i\\/\\/\\/� INITIAL: III III- 6 MILL VB �1 \ �O\ \ _IIII — 11-111E111IIII * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 1 D O --- O // %// y _COMPACTED FILL--_-_- 11 11 ° 3" 4"PERF.1 111= IF NO SLAB 3" 4"PERF.-11 I- /\/ / i (2) GRADE 40 \ Ill * 1 11 ° a \ 31/23 ANAL PAGE #: REBAR MINIMUM GRADE 40. RETAINED HT (A) FILL REQUIRED I—III—III-- I 1 1 (EXT.WALLSONLY)I ` ° /, #4 REBAR * =1 I I1 10 I_IY- -I I ' 1 I -� I I-4, 11EII01011E I 111 I I: 1 I IIIII -I I IY_—I 111 I I_�_I-1 II 1111 11= \\ \\ \\\\ \ \� >\ \ \� PAD UNDER SLAB ,24 CONCRETE MINIMUM fc 2500 psi 0' -4' NONE I-III-III=Z I - _C- 111EIII-III=Z -I — -C- =III= I I-III- 1 5' - 6' 12" -11 I=I I I=I I I=I ITOEI I I=III=I 1 I=1 11=1 I I=I HEEL I I=III=III=I 11= =III=III=III= I TOEI 1=III=III=III=III= I HEEL 1=III=III=III= TYPICAL FOUNDATION WALL � s�� l '§ •q l A2 CONDITIONED SLABS - R-10 @: 011 I1011=111 III III III III III III III III—III— III III III III-111 III 111 1I1 111-III=I I I III III III I I POST FOOTING - BASEMENT PERIMETER ABOVE GRADE AREAS 7' - 8' 18" .1101010 11=1 11-1 11-I I III I I- I 1=1101011-1 11-1 11= -1101 I-1 I I--- —I I I-III-III=1 I I-III-1 I I=111 III 1= @ GARAGE DOOR 8 11 — 1 �$ �'k' caft- - CONDITIONED AREA SLAB ON GRADE 9' - 10, 24" 1-11 - SCALE. 1 1 T 11;11111;I I I;III 11;11111;11111;11111;11111;I I I;IIII;III 111 I IIII 1 I ICI I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 i 1=1 I SCALE. 1 — 1 93 F P E ��L� ' PAGE: - 6 MILVB UNDER, MIN. NOT TO SCALE NOT TO SCALE II II II II II II II II II II II 7 of 19 i 4 GENERAL NOTES DESIGNED BY: �A9 r J. STERLING co N ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. o 30 LB FELT OR SUITABLE BARRIER DRAFTED BY: � TO BE USED BETWEEN HANGER AND ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. J. BASS r- ACQ-D&CA-B TREATED SILL f6 VERIFY HEADER HEIGHTS WITH SUPER. SILL SEAL 20'-6" on ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED D�0 73P SDECKBE BEAM 73P OTHERWISE. 1/4n = 1' U.N.O. ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED DATE o ��. �.. 586 A3 OTHERWISE. 73P 73P 12-23-2022 `° (61J)2X 8 PT DECK JOISTS 16 O.C. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR DECK DECKING IS 13DD,TYP. - LOCATIONS. 03-29-2023 TIMBERTECH DECKING �° I son S e I 441/2" 5-11 1/2 4-8 12-51/2" 20-8i 20'-012" p = — - - - - - - - - - - - - - - -- - - - - - - - - - - TS188 BENDTABAND D FRAMING NOTE S FASTEN WITH 10dxl AS 1/2"NAILS WHEN I I- 70P 71 P 71 P 71 P _N 81 L V-4" WE STIFFENERS 71 P N _ _ _ REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. ARE NOT USED I I I E - - - - ® _ COORDINATE W/MECH. & ELEC. FOR LOCATIONS&SIZES OF POTENTIAL STORM/SEWER AS — FOUNDATION/SLAB/JOISTS BLOCKOUTS. PUMP LOCATION 71 P 71 P o VERIFY W/VIC PALMER TOP PLATE HANGER I I I FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR A NOT TO SCALE I I II I I SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT z X ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL o PRIOR TO THE FABRICATION AND INSTALLATION. W012 N 1 II v v I 1 ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED o BY MANUFACTURER N' Floor Joist Blocking per IRC 502.7 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 7 II 11 7/8"BCI 6000 1.8 16"O.C. I I / 1 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" BCI Joist AS — — — — — — — — — — — - — — — 15' 1"MAX SPAN — — - 2_0 — AS OSB OR EQUAL. Blocking I 12 FD,TYP. FLOOR DIAPHRAGM m r — — I I 1 r PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST o l N LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO N w II I M FLOOR HOLDOWN LOCATIONS. e �I 1 72P I - — — — — — — — — — — — — — 1 Z 74P ° a ° fA ° °50 PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING � JN — A3 — - - - - - - - - - - - - LOCATIONS WHERE THEREISALOADBEARINGWALLABOVE. J DEP.ON GRADE, Mimi 1 POST MAY NEED TO BEGLB I I I I I I I ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 17'-6" i\ 37'-8" Intermediate I I o — — — — 6,_ — — — — — — — — — — — ° I INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE w Bearing I I ° I 1 1 `� 1 I CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM J (WALL OR BEAM) Nailing per I I I I I I I I O � I CONNECTIONS, � LL code provisions S So - - - - - - - - - -� — I 1 12'-9" O L - - - - - - - - - - -- - LOWER FLOOR FRAMING 1 0 CONTINUOUS BLOCKING I I I I — — — — — — — — — — — — — _ -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. I N 0 B 1 I I I a 1 -EXTERIOR CRIPPLE WALLS @ CRAWLSPACE LEVEL SHALL BE 1 �NOT TO SCALE I I I I I ° I THE SAME SHEAR WALLAS DIRECTLY ABOVE I c 1 1 1 -7 1 1 a 1 ° -FLOORS JOISTS ARE PER PLAN, U.N.O. . 1 Q 0 -STAIR FRAMING PER PLAN/CODE e — — 8 Ow � � M Face Mount I L- - - - - - - - - - - - - - — — — — — — — — — — — — — ° - - a o e I a qI I -DECK DECKING IS 13DD. TYP. I z_ o w � _0 Joist hanger 1 a 1 1 1 1 � a Q � co J J000 elf o z om p I I o p o o e p 1 Qoz = (0w - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - —I aI n - - - - - - - - - - - - - - - - - - - - - - - - -I m � NQ � M � � 35'-6" 15-2 Structural Calloutsr-Convliarlt Coastt•nrri"nC91r.tar fLtT1 1 1 1 1 Headers Ge■ar■It AE-siaurt en"be per ca,hf build,*cede and Sie lard S-emal Sp.-Wata.w herasa Default header material is Do Fir No-2 or better a PA e.r�rxrar n..n.r UJ ° a gCOD,S "g straetnralhen:Thisaema,drelaaeacomcctarsshaH6a ea 2x headers must be in taEl orientation with flat 2x nailed at bottom in"L"configuration 21 RD Roof D,aph.,im Frasvi■g:Tru,sn-leers at 2a•OC,aria 1 1 1 1� Y { Default Trimmer.use 1,2x;or20H or 21H use LUC;larger header use HUC or HUM,UNO o,.e,h, tpmrode-d oss a,-�m..f..ni e,re«� clsisms L 7 sl 7O Default King Stud,opening 6-feet wide and less use 1,full height stud each end(plate to plate.) F-Pi-9 Ce.s�at S.ppexr: Q W I1 I17--,rlBrw i05I1P(!f'��YI�r,CCOOIXr pLC$[dr N2*C8E00[-wp�f 'A evl 7 1 1 1 1 �w41 [rt Default King Stud,opening wider than 6•fest,use 2,full height studs each end(plate to plate.) • . �p—�yf-ro,i,�rtobeaur,useH2 5A,mL530,,ith cue or mna [}y \ Trrmner,each end King Stud,ea rh Sieatbwe:1 16"min,OSB cr CDx pi--d Stagger johns per MC.Case I Callvut 1[m,use air 1",;..rise ale 2 mid.,use (�hlaok use dcfaolt end(¢bt m1r rise xab.E:ti c sa at 6'cage,,12'Sdd ^' shore. default laak u .a r 7rd ,esam.sr ledges _- -,1-— tE�sd.acn a >b�dr a t'oc. O W ` V lllarbd.:Z ear boa ��,�r.t ,�, N Versa-Lam or Boise GLULAM Beam: 1 e 1 1 1 , o� 11 YD Floor Dj2W.V. N 2DH 2x8,"L"cor�ig 4x6 LL 00 Beam width shall exceed CQR 21H 2x10,"L°confi 2-2x8 4x8 she.esieg nibjcdsrsat2. 0 May .x®,?dxraxd ArAsed-l-Fko eibrr33'pecra Q I..L g glwrp 3.cr-S'sprcics gn+iy 4.'+�Y lx 45$a ph�scwd z V J R I I I �� } $R 22H 6X8 2 SLot6l.*:Rib idats ef 16'OC,see tb.,16 sr sated,APA Send-I-Ftoa,.a,19:12'rhrlc Sim 6e Q MELD 11 053m soodGoodt,,245WTL L360deft 2x specified hanger nail length 1 1 23H 5.5x13-5 glulam 3 • ) sh.thmgL-w-C..IptuC2306.1i(1) r�1 Q 1 1 Seams - - Odna.beer.crx-•mv-wa-o a-arnva. A•• tlm hag efwasw•.n acrws r�pata V Default sawn material is D Fir No 2 or bearer ■�* •aria ctmoec[wih gd.4 shookLei a Q ws a 6'edg s.12.9dd Hlar- :me lie -lid axe s ms. a.d cmneetian.[e -.was hdcv. W 1 1 1 r,,. JOIST TO BEAM I I I I Default glulam(gl),LVL,PSL materials-see Standard Structufal Specs herein.Default LSL is 1.5E, is an neck Ll arhra� _ W V C 2,300psi,minFC nKb.xccR�a� �eaer pkP I nmernw�;a•:3s — n.rmhA".r1.e..t:c,e�*saew,,1 [°tie z-�,ep�edmast m°�below J � 0 1 1 1 1 Default wall connection 3"bearing to pocket or on plate with min-,2 studs below. Use-s s s per deck hamaper sam ag meaner.At dod*sph m oranr splice� 6amiegnimbei and use 2 scre ws per deed and U NOT TO SCALE Default and post connection:LCE,ACE,EPGZ ECCQ,or similar. �• „arc der ILr` UJ Default corner post connection with mitered beams over:LCE4,LCE4Z,or RTC44. 15 FF FI.e-To-Floo, tie I— = Default mid-post connection.LP Q,CZ,PCZ,CC or sim brie.C.Fa i y:Good&.IMS L re.6- similar. brie. 1 u CS 16-teal strap applied to mtsdr of wau sne,mm&At acb to ma..2x si d 1 lid up Default beam toconc wall:HGUM hanger with 51t3x4TtenHD,orGLBwet-set beam seat. ab--dhdo-riopeo.FRA-1h°ks"r' m•sa J f , O 1 1 1 1 1F•e.f faE h.de m bass 6rhw, ro 4e.dR o brnm.rd"Top boawa fno rna y DefaullbeamtobeamconnectionHangerHU,HUC,HUCOorsimilar Bear on top,2.HGA1D SrrapLe.*f►U,,13'.intocarhupperandlou vd,.Nk.taWI.gth=26'-depth d6l. w O r Conn `) Connector(if blank urm try a7 b xiz dvec� a ln� my sow irggk-=e_ Caltout NER.,use .lilt 1 min.,ase ,llt 2 atm.,ase Notes 17 11D llpwo 1 1 1 1 use defaillt,a6o,r azr al!1-Hold -Es.hedded strap i51e 306 5.5xl0.5g1 xe1d..:t',e sTrrolo�r��.;,r adb°,zsrrwlow ono 318 5.5xl 3.5 gl smd:AppF he.bog w a.a�.2-2a,a�a a*e a Fad,. n/ Z ale 2-Braid--B.I.TSye LL 328 4x8 lLohlo.n;t,a rmc2.whn a,sns m �aa r�,'2-u.ra,o lmgr P� 5 N 1 1 408 3.5x12 PT gl 5.5xl 0.5 PT gl HUC or HUCO Aerhar IS&:Ir,rxt sd,use 51'deader ssTB or ei&cad nYh 1:•mia e w..+-r Ifs°nJmr®ex.tme 5:8".11 dread&epoxy,wdh IY mis cmmee mhedos.d eeoxreel o item well C+) Angle hok a�ld 1 1 1 1 Use min.,5.5x10.5 PT glulam,-23'long.Top of beam to be flush with top of jot sts.Bear on full -ri u M.M.. a '°d end do■re rm as.mba n sleds. (� O 418 width plywood shim as necessary.Connect to perpendicular top plate or beam with A44&,410 cede 1:T1--W.F d e.:lyr Teip -�r v�r.indta.&hoi i.., .te, d torte m-pu,r a I I I screws,each side Connect to past with standard post cap hardware. I-&it.od s&d t. kd.6'->s;- Va1Ban:LA mm.,2,3x6,�!, ! prole re sopplare. ]LeaderConoco,.:Headeaft}say be mgponrct ith 2a br® m bml.m this im€oo ntih co-caled O�se 1 1 1 1 42B Sarne as 41 B except at exterior post connector use CCTQ.And place on tap of lower wall top �n .ydd.. header tie 00, I I I I plate and connect w ith 6"SDS Q max.,18"upthroughdoubletopplate. fie■era1:Tb-apespecilidn■enmsriutW-ar-place Mod 1 esbuact■rsabeu dW...isn-mac lataeneedsf o mdsc.red a e•i.«ir;,... I Use min.,5.5x10.5 PT glulam,-25'long.Top of beam to be flush with[op of)01 s[s.Bear an full xr°6°"t`°"°•z•1 75.f.i LV4 c..t6 �.b°tmm plate to tap Piro L Tap and Holton Co■neeti.■:Coast&tapplata andbotmmpleae with'_,LS50 mdscrea-s. 43B width ptywood shim as necessary.Connecl to perpendicular tap plate or beam with A44&#16 H.aaer c....r :xe.d�.>na. repo lid.a6,a a�g ilea mioo coo e. Z screws,each side,or LTP4 Bear on parallel wall top plate and connect with 8"SDS at 18" eaeb.4ff M header table. a a ° max.,up through top plate into bottom of beam.Bear on top of T3P and Connect with CCQ. so L Ledger-Roof nupiragr. Z Z wooer Lgdger$rrearx:TrPl.le9lr W run a header a edwr cmrmaam.,opd,,.as SFS.S mils,aplkos,and p z O O Nail Boise Rimboard L — — — —� I d ter Caunectloffiomcc�g[o s[ss�•uu I,Sb6 pu stnd z0 0 W W to BCI°joist with 8d L _ 44s Sarno as 438 except 23'long- c 1 1 , 1 RgRwa Ps f,eerhrvlm':i;se:^x or L3'L ledger,mio heir[to mmrh ratters Apply bdger wen waE U�Z O 45B 5.5xl3.5PTgl HUCQto73P heatheg.c.ehedgerswb-gx.xez,-kdg, wo P a+�a�n-wr,rasr�ca�.•a- t-ed8=m.,y6er"pC6e.ddl..tw..ar>�Ledhtaw6e �a�`;N nail into each flange. I I I I okay to trim ends toflt5.5"wide z ZZo�� 4$$ 7x11.$PSL phaeadv.zrar= d� . F o z hanger .1�r,..r°,��,r,,r:a<trti efmaa"ra,,.�.eecmea 2a bL.•4�e t,en,em m.rs.apr.,ard Q�z - tkmpi.saV sheafhog to solid bx'1.iig.At bottom chord.ssyport"woo trns osr let-u ledger per ahosx,a o ¢w yo SDB 1.5 x11.8 LVL or LSL hmgcrlo,ohaback* Q N P a m 1 1 1 1 518 2,1.7xl 1.8 LVL 3.5x11 8 PSL - R-f IN.phrar.Cmoee-f ci dr°g m ledger or hlnd;og ids Ed cog slwkm qe .al 3'OC J M w a 2, W.528 2,1.7x11.8 LVL 3.5x11-8 P5L o x=z a 81 L Ledger-Dee4Fe sls Ras LL 0- z w U O RIMBOARD 538 5.5x10.5g1 Ledger.tiserm,'_x,PTledger.tlwvasmEn;� o=>Wz D 546 4x10 Ledger Connect°■:Correct to rim wish].SDS a LedgnL.oK ffima.,3i'OC aeawahie#• rods =F K ow O w- NOT TO SCALE 1 1 1 1 pp p rig � FP su ort Upsidedown down ha er to sns a L a*erLorc to a arlrpph e«e ear era prernadmn m Z 0 2 e. N�_xa 556 1.7x11-BLVL r D w�ww0 ae�eca.eHta.:ca,.,cot�i.rml.dger"yhgei.•he.s.r,e*hmas»�dswa .ar«serer v 48B ��cew � aw.farh.xr rr=op.,,rsro.-a w a z Z 566 1.7x11-8 LVL sc L Ledger-Co■rretea arhae■f 7 z�¢¢v o 1 1 1 1 Ge■em1.Thef0nsig mseon u.ada dh.ogexs aaee�drealedger It asu e.. h5 tap L '-WO' 576 2,1.7x11.8LVL 3.5x11.8PSL llaegr *+000sd,a..adgoondaobra-i,-kdursnowed&ethme.dAoakdgeris a "o mo-z 1 1 - oe es en• zOo 588 5.5x12 PT gl Ldg.r L'ae an..2x PT kilo=a eartm n8a ws.Fc.ov.•w�.pp� unaruemn,l.5'xjmr ¢AID mists and RraRcrs lid&LSL or LVL with maimae hmri.-r bet lie iedge:r.nd cesrntc. w M Z N I I Caaeeetie■:Cu 5•'g•da°eeee xa>m,i'mr6edmmt-T¢m fID lie xe[-sex heh,.e ap.r6�below 17m � O 1 Q�� Default rafter or clerk joist to beam connection is cont or skip blocking and H2.5A,or H1,or A34 des arxe5amcmtnma cfb°kwxoporbnt-"rkdga=2'5' z Z o a 23/32"MIN.PLYWOOD/OSB — — — — — — — — — — — — — — — J 1 with screws. 1ootspwagrL 36•parity,aN�ma aadKym E-rr aoaems,wh3-3_5 w hs tQ Z. Jpv use p-d-L. 24'max sp.mtg,staggered and xi*4'd.pgr and eod.,whh 3'x.25 ` OR RIMBOARD CLOSURE. Framed roof overhangs,eaves,oulriggers,etc.use IRC-compliarltcorlstructim- wade, w z w w UJ SIDING TYP. - o I e< o 0 o c C aai.t ra.ne d°.,eroa e t m k ash:rinse a d 0 z z p Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated(PT) Fapr.e,srrR.rPad.4rh Pon R'a*ar P°st a d 8va.r 9.roo x � a 1)0.0 TYVEK HOUSE WRAP ° J sail-strpFaotingnhro..rrau:t; roar mgeodpoey-1pes lot.. I W' ' BCI JOIST BLOCKING — Default sawn racemounrhangerasU,LU,LUS,orifslopedrafteru54aLRU2. Ali a-Snip F..re¢.aaro.t..d Beam:ru.�praoe��apa,ta.db.amp�irmw U- 000=o 7/16 OSB SHEATHING REC tCJ I R E D FOR CANTILEVER. air 3-Pad Faetings nxh Pmt and Beam;Uw pad rnn64s and p°,t a,d bra.per beluw. F z o NAIL WITH 8dNAILS Defaultsawntopflange hanger isJBA,LB,BA,orB(welded app.use LB.BA.or6) Srrp]f-tug:[:sesriss l4widexbe*coommusrisetgFootugorxcudl:"mabeyondapot M QCDo 1/2"FLOORING - arnd ofp°oy-4 rip W I n w F INTO EACH FLANGE. Any nab anal 1-joist brand,equal or stronger may be substituted o m a FLASHING TIMBERTECH Lnr gmu rmlR�no•:L'se_.%4 coamuaus3 fraat»aam wZp2E DECK PLANKING lJoist roof overhangs,extensions,outriggers,and carttilevers shall per per manufacture r s Pi-waat U.z,a atuds n 24 rods w..g wJh as hie tep clsk ud single PT a.d a Alan we neau w a z o { 3 Nrpamlka&abaseparp1m.Pvw�aed�tbehemhedfawtaahesw�lSarrd eedmckeW PLAN AREAS = 'z -A9 recammentdatians. t- �Z u SIMPSON ZMAX LUS208 ' Default IJoi st face m ou nt hanger is IUS or MI U Cwxverr mr,a„a>o r«a.a.ri6 l:r..H.d a T;�lm�i,�h.�-x•»,pe,�..�3•,� 2X8PT.JOIST16"O.C. Defaultljots!topflangehangerIsfFS,riff,orMlT d 0oC°OIX� uP°R�r P�P*SdadadSsoors5prGc�oashsua36 AR w■ms Connertar(d'6kank 8.,tandR,a U■sFxappmat!'mumxwgaAVWp ■l d3x6-pc,pho.iAxa.d.d w � MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL Callow �tia.,u,e Alt 1 min.,rse Alt 2 ruin.,use ivies herdtrarctoa.dbottam$c,mLuscma 4r10 ,wiLr DTT2Z use default,abo,e} _ p Pad Foot--v,g:Aser3 pestnu®.,1d'srpmexd'ragw�2,ai each aay 3'hom bearm BOJ 11.8 BCI 640{3 upside down hanger to 4fiB ae,t ea,aertia..cow m bwm o<wp era a paNia.ram nee rx o®ndnd v sea m �� t SOLID 2X BLOCKING AT FASTEN 2X PT LEDGER WITH (3)ROWS OF 1/4"X 4 1/2"SDS 611 2x6PT @ 76" 2x8PT @ 18" `°des° BASEMENT 964 SQ.FT. INITIAL: 93 FP Footur,Pad ,+e ■x LATERAL LOAD CONNECTION SCREWS @ 16"O.C. PUs7s Tawi.*:cs< ,za silomrx Via. 2 X 8 TREATED DECK LEDGER Default material is Doug Fir No2orbetter CT. PAGE #: Debottombotto connection on plate:2.A34 with TECC]Or 5CfeW5,Or 4,i6d face Halls. - �— TOTAL LIVING AREA: 2,981 SQ.FT.U.1."tmrh a y,3'katob b- f Delautt l3attarn connection on beam:2,A34 with TECD or screws,or PCZ. 95 s slahoacraa. 13 SAWmAe: ddsnacora l,dery meccas[,compaetedto 954:rdadsi campactioa It is strmgly Default bottom connection on concrete.PB,or AB,orA6U,orABW,or C85t� re �d,hrda�s6,�.,.l�be.t,..-t�.dbS.,geo�•,-•�o,eswr,,,. .esl.hCa■■.etmw( �eWa m°otrmarorobinco�rr�,J i. d°,,,i,or"'t- GARAGE 843 SQ.FT. Alternate bpttrxn connection ore concrete.95 rebar or 518"all thread,epoxy$"min into post bull, 3/31/23 seucna.l�. A3 and 6"min.,embed in cone.Conc embed may be wet set or epoxy- - IT.d-lah L.-L.-:May-NPS 25,.C�.emgr6smdra,1.6 Ncurd p,-.k-cl i prr;.saada,manoE rt,.�s rr�reaat {-ouuerfvr(ifb"- $tab Thfrkee.a:I:,e T n..L4Sdy thMr...BL! s bled me a W6.d-tinwturcb.ec aictmd OWWM ENTRY 110 SQ.FT. D E C K/H O U S E CONNECTION Callaat ,tom._rise Alt'�.,use 2�•'use ~°tog "ciciim ar�w 24 CANTILEVERED FLOOR JOIST nsedefaih,abore kehila emeertsemyo PAGE: E 70P 2-2x4 4x4 M...03,61-ai Use my he fe*oxiag .� ,�ti.fbk. O,W2.9u',W(6ca.). w CA-A1 '6SP,t5 �.q►� COVERED DECK 381 SQ.FT. n ! 71P 3-2x4 2-2xfi 4x6 _ wrldea.:r falic..a,�'2.9,6'ae'(6 ca.).ceraered m slab.5pkcs�a'r� �^{. SCALE: 3/4 = 1 NOT TO SCALE 72P 3-2x6 6x6 4-2x4 Fit—hper Heo.e — ,�.per me roil ►� � .z L 73P 6x6 PT 5-5x5-5 PT glulam 8 of 19 eoat,.aa.:s:ua.m.mr a--, .::ago eg=s oc. aW.,.Try =aa�ro�aa te.sail 74P 4x6PT �.Ybeed� a �� h .1de, -r1� as �•Y . OPEN DECK 232 SQ.FT. rep.admen s.ggast..�,emu.Plaeb soar 6a cr tad r is,xior smb.T�is■sea-boa h.a 75P 4x4 PT rem sns tn.-bee der .let dby Oaaer or archucebad Heaflers FLOOR PLAN NOTES DESIGNED BY: Default header material is Doug Fir No-2 or better 2x headers must be in tall orientation with Val 2x nailed at bottom in"L"configuration FLOOR STERLING Default Trimmer,use 1,2x.or 20H or 21 H use LUC-larger header use HUC or HUCQ,UNO. N Default King Stud,opening 6-feetwide and less use t,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: Default King Stud,opening widerthan 6-feet,use 2,full height studs each end(plate to plate.) 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, N Trimrner,each end lung Stad.each REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS Collett 'ilia,age Alt 1 min.use �L1t 2 mim.,use (if blank use de£auk end('d'btank uu m 73'-2" AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. above.) e- 6X6 PT POST 6X6 PT POST 20H 24,1"config 4x6 W/12"X12" W/12"X12" 21H 2x 10,"L"confg 2-2x8 4x8 COLUMN BUILDOUT COLUMN BUILDOUT 1�1 SHELF AND HANGING ROD. 22H 6x8 2 6W/12"X112"T POST 6W/12"X112POST 73P 73P 1/411 = 1r U.N.O. 20'-6" 23H 5.5x13.5 glulam 3 COLUMN BUILDOUT COLUMN BUILDOUT Seams 1 0 15'-11" 1 0 ", I ❑ BUILT IN SHELVES. DATE W Default sawn material is Do Fir No 2 or better- "• J Default glu lam(gl),LVL,PSL materials-see Standard Structural Specs herein-Default LSL Is 1 _C q 73P 48'-1 1/2 0 73P 20-0 1/2" 12-23-2�22 2,300 psi,min Ft). d T-0" 15'-5 1/2" 12'-3" 20'-5" 4'-0 1/2" 16'-0" 2'-0" Default wall connection 3"bearing In pocket orfln plate with min.,2 studs b0ow. - 19 (° 4 CABINET-OWNER/CONTRACTOR TO VERIFY. Default end post connection LCE,ACE,EPCZ, ECCO.or similar. iv N - = DECK in 0'-6" U-6" v 0'-3" 0'-3" 0'-&' 20'-6"X 7'-5" 03-29-2023 Default corner post connection with mitered heaths over LCE4,LCE42,or RTG44 4'-5" 5'-11" 5'-9 1/2" 3'-0" 3'-6' 3'-0" 3'-8" Ik 3'-0" 4'-0" 4'-0" 3'-0" T-1" 153 SQ FT EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 Default mid-post connection LPGZ,PGZ,CCO,or simi�r W39 3660 FIX CASE r3 W41 3060 CASE W43 4060 FIX CASE TIMBERTECH DECKING SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" Default beam to cone wall:HGUM hanger with 518x4 Then HD,or GLt3 wet-set beam seat. - - - - - - - - - M - - - - - -W38 2868 CASE - - - - -W40 2868 CAS - - - - - -W42 4060 FIX CASE- - - - - W44 2868 CASE- - , HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. Default beam to beam connection:Hanger:HU,HUG.HUCQ or similar- Bear on top,2,HGA10. I '-6" '-6" failnllt liin..usP CDrrectar(ifts3ank 3'-2" 3'-8" 3'-0" 3'-6" 3'0" All l,Ilia.,use Air?Ilrill..use dotes - - - - - - - - - - - - - - - - - - - - - - - 0 6 46 3660 FIX CAS N us4 de�autt,above 71 P 71 P 71 P 5 71 P 71 P_ - - - - W45 3060 CASE -W47 3060 CASE - - `� ❑ TEMPERED GLASS `3as 5.5x10,5g1 I I (3)21H's @ 96" 31 B 5.5x13.5 gl (4)21 H's @ 96 D26-3080 Ir ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE 323 4x8 I I 71 P 21 H @ 96" - - - - - - 3 21 H's 96" - 71 P INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES o 408 3.5x12 PT gl 5.5%10.5 PT gl HUG of HUGO ( ) @ RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, - 14'-6" 12'-3 1/2" 20'-5" 4'-6" CD 15'-6 1/2" END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE Use min.,5-5x10.5 PT glulam,-23'long-Top olbeam to beflush withtop of joists.Bear on full I I HALL `� N I I STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN z 41 B width plywood shim as necessary.Connect to perpendicular top plate or beam with A44&#10 4'-4"X 3'-1 1" p EARTHQUAKE.MIN.EFFICIENCY OF 91% X screws,each side-Conned#opost with standard past cap hardware_ 21 i i N BEDROOM 2 REC ROOM 21 SQ FT 1 BEDROOM 3 I I EXPOSED ED FACE N ANY IDES TO HAVE SPACE LAYER 5CCESN 18"HIGH PLATFORM.TOP OF PLATFORM OS ONLY THROUGH BEDROOM SHALL W N Same as 41B except at exterior post connector use CGTQ.And place on top of lower wall top N 11'-9"X 1 1'-5" 19'-11"X 13'-9" D23-2868 ° E 42B 12 plate and connect with 6"SDS @ max-,18`up through double top plate. 157 SQ FT ? 295 SQ FT ¢ SMOKE DOET❑ 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 I FURNACE. o Use min.,5.5x10.5 PT glulam,-25'long.Top of beam to be flush withtop ofjoists.Bear on full I I CARPET CARPET 4'-0"x 2'4' 2 CARPET N width plywood shim as necessary.Connectto perpendiculartop plate or beam with A44&#10 a iv 10 SQ FT N PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF o 438 CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL = Screws,each Side,or LTP4.fleet 4n parallel Wall top plate and CflrlleCt With 6"SQS at 18" I I I I a ° ❑ COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF max-,up through top plate I rite bottom of beam.Bear on top of 73P and conned with CCQ- x70 � _ I I SMOKEDOET� N 2 I I 1 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 .. 44D Same as 436 except-23'long AS I - - - - - - - - - - - - - - SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. E. 15'-51/2" 8'-3" 4'-0" 4'-3 1/2" 16'-11/2" 4'-4" 15'-81/2" 2'-0" A8 N 458 5-5x13-5 PT gl HUCQ to 73P 4'-11" CLOSET 00 4'-0"X 5'-l" o I o MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ° okay to trim ends to fit 5.5"wide r 3'-0" D22-5068 00 24 SQ FT c3 "' PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 0 468 7x11.8 PSL N in M hanger I I N CLOSET � 0'-6" Y CEILING N = I I C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w 7'-11„X 2'-0" N ❑ e 508 1-5 x11-8 LVL or L5L 2n SQ..ET- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F1_0 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, z51B 2,1.7x11.8LVL 3.5x11.6PSL iv BEARING WALL - BEARING WALL I AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK U PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE 52B 2,1.7x11-8 LVL 3.5x11-8 PSL I 74P) I I ® I 74-P f I CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX _o o - - - - - CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH_ x1 - gl - - - - - - - - - - - - - - - - 54B 4x10 I I - J I ® o 4 CABIN FULL Hr. I F111 I DOMESTIC DRYER EXHAUST. 55B 1-7x11-8 LVL PP support- Upside down hanger to 71 P 456 I -11" 4'-0" 2'-0"I I WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH 5BB 1-7x11-8 LVL I I I I I N - - - - - - - - - - - - I I 11 AS A CLOCK TIMER WITH AZONE RATING OF 1.5 OR LESS. 10 ,oFrM" BATH 2 HALL_ IL 578 2,1.7x11.8 LVL 3.5x11.8 PSL I I I 1 -11"X 5'-11" I I 4'-3"X 13'-9" - - `?'- - - I I J ' HEATED FLOOR °0 `° 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. ILL. 586 5-5x12 PT gl c? 78 SQ FT N 63 GQ FT N CV MAT M I is CD I I I :�2]1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. Joists and Rapers 9'CEILING O 9'CEILING to SA S0 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR TILE - - I CARPET 12'-9" 2'-4 1/2" I I I e SEALED TIGHT. FO Default rafter or deck joistto beam connection Is canl or slop blocking and H2-5A-or H1,orA34 j- BEARING WALL - - with screws. o `° GUARDRAIL 36'ABOVE FINISHED FLOOR STAIR HANDRAIL 36"ABOVE STAIR NOSING. 0 Framed roof overhangs,eaves.outriggers,etc use IRC-compliant construction I I - - - _ - - 71 ? I ° I � I I 1 3 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS � 18'-0" 1U-10 1/2" 4'-3 1/2' ° v I CRAWLSPACE m I I THROUGH PER I.R.C.SECTION 312.2. 0 Default sawn material is Doug Fir No 2 of better- Exposed to weather shall be Pressure Treated(PT) 1'-10" I r - - - - - - - - - - - - 1 21'-2"X 14'-3" v U CRAWLSPACE I I n �� v437 SQ FT PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N �Default Sawn face mount hanger is U,LU,LUS,or ifsloped rafter use LRUZ 17'4"X 28' 4" oKED T as ^ TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFERTO NDefault sawn to flan a hart er is JBA,LB,BA,or B welded a I I 491 SQ FT I II I I I I MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 0P 9 g [ Dp,use LB,f3A,or B) O') �H SURROUND&HEARTH MATERIAL.Arty national Ifoist brand.equal or stronger may be substituted 0- Q N QO I-Joist roofoverhangs,extensions,outriggers,and cantilevers shall per per manufacturer's " I CO ,° I iv I I I I GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR � O recommendations_ AS - I I 00 I I U ZO I 4 I I - - - - - - - - I I 15 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LU Default I joist face mount hanger is IUS or MIU i M r- - - - - - - Z Q LLI LLI _0 Default I joist top flange hangeris ITS,HIT,or MR I - - - - - - - - - - - - - - - 3 7„ STAIR DP it J I I J I o > Comectur(iblank I I I - m Z I I I 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q Q 1 Callonr flit.,use Alt 1 min.,use �11t 2 min.,use use default,al7atr] \Dees 0 O CO 60J 11.6 BGI 6000 upside down hanger to 46B I 74P I I I I I J z 00 Q z O m Phds ° ° ° ° ° ° " ° o I I ° ° I GENERAL NOTES m 2 CN Q 0- CS LLJ 61J 2x6 PT 16" 2xB PT 16" Default material is Doug Fir No 2 or better- J ° 12'-10 1/2" v . 6'0" ° D J L . ° Default bottom connection on plate:2,A34 with TECOor screws,or4,16dfacenalls- I - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - 4 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 1'-2" Default bottom connection on beam:2,A34 with TECO orscrews,or PCZ. 19'-4 1/2" 15'-7 1/2" 14'-6" ��'e" Sh•"rmEal C a aosisa-C"osaieht Co.shectlo>,Calc,tic lCC1} Default bottom connection on concrete:PB,or AB,orABU,orAl5W,orCBSO I I I I o ccaerri;wr a°. h� t ass s lsp r lrr� ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. Alternate bottom connection on concrete:*5 rebar or 518"alkthread,epoxy 6"min.into post butt, I ° I I ° I /4 4 L 0 Pa ter Arrl�error Qcs tear Uj and 6"min.,embed in cent.Conc embed may be wet set orepoxy. sn..rrradLwr,TTds arm°°°re Ned a see Mrs a ref s.euiretor ' ` yIt RD Roo([K p!6.� VERIFY HEADER HEIGHTS WITH SUPER. V Corrector(f blank Ag F.mi.s Tt�aer a<arx 3 at 24'OC,"a Callon Nlie,,use It i min.,use Alt 2 mia.,use Notes I I I I ine 'tee) I I I I a W""" omicneit5i�°"- ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED z 70P 2-20 dad m�,�ro+,+,.�,.d�,:,�,•..�rl.��.pa,h�>-�r�r-rr�.e„.L p iF�arrt.r.�� 0-,--11, ,-.-°HI5A.-L&3(? ith,a:W*,lyp OTHERWISE. V_ 71 P 3-2%4 2-2x6 4x6 I I I I Q 3heathi.g,'16®..OSa a COX O.woad Stgc Mm prr IBC,tau 1 O ' ' I ^' 72P 3-2x6 6x6 4-2x4 home:use sdX 6•rdgcs,12'&-kL W ` V a I I I CRAWLSPACE LEVEL WALLS & LOWER LEVEL WALLS FRAMING Alla` �ekd� �° ht-111�°°�"�""'°�'°°"�" ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED U Q 73P 6x6PT 5-5x5-5PTglulam mar hnf 6___� � OTHERWISE. z 00 -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. t' �°�°ih-di"� _ _ Q 74P 4x6 PT a sreat�n:w�;�na<2s'°r 19.2`4C.„sr fen.]a«fared APA erne-I-Floor,effie3!a'spericx 75P 4x4 PT I ° I -ALL EXTERIOR WALLS AT THIS LEVEL ARE 2PW, TYP. ::ate.:=a '�� Y �6� Yed APASerd-I-Faa,rodn.,19+3SAek.Maybe PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Q DOOR SCHEDULE OSB w pt.awd rid 5a:45 pd TL'g 1_360 4.0. -INTERIOR BEARING WALLS INDICATED W/ RED DASH LINE 3h,ohi gLa,a.r:Ca IM16C23062,(4 DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z W # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION I I a Ortrwslntse �°Yrwor�r�w&&Imi;d as 5RVPrt5. D01 1 1 3080 36" 96" EXT.HINGE GLASS PANEL -FLOORS JOISTS ARE PER PLAN U.N.O. n°me:Gee.�dauw�ar:e�..xu<urr• 6.d�s,lrh� LOCATIONS. w w (� p s el°ck: :gn!Mwmed r�ai�md c dress m sh Wh hde D02 1 1 18080 216" 96" GARGAGE DOOR OBSC. 13 DD A.rtuiap�raY,a D03 1 1 9080 108" 96" GARGAGE DOOR OBSC. -STAIR FRAMING PER PLAN/CODE n.tn:t;` -der p.e &&kgv.Af&,mnacweldma3rt'a3.i•. J 0 U) D04 1 1 3068 36" 80" HINGED-DOOR P01 I I I I -DECK DECKING IS 13DD. TYP. H�`m"A"" `d" '�`&''`° `°� `'�' y `�°¢ bd- F RAM I N G NOTES U W D05 1 1 3068 36" 80" HINGED-DOOR P01 I I I I °ti°''� � a� ode r��& LU D06 1 1 2868 32" 80" HINGED-DOOR P01 1F FF Fwoo-TaFttmrli.ldona REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. D07 1 1 2868 32" 80" POCKET-DOOR P01 I I I I Sria.capaea}!Cmod fcr 1703 m reasiva D08 1 1 3068 36" 80" HINGED-DOOR P01 Snap:tie,CSl6r ,ai map sp*dre ami&of ua8 dxadg Anech m�,-t uud lied up O D09 1 1 3068 36" 80" HINGED-DOOR P01 I I I I ab°"��1-^ .j°"'FA4.4 °'°"`- °,.W COORDINATE W/MECH. & ELEC. FOR LOCATIONS&SIZES OF 1f strap lath ea header or Loam be[°~-nai Eo header cc team sad wrap aromd bottom i{oeecssarp. D10 1 1 2868 32" 80" POCKET-DOOR P01 snaps arh:liel3 mnmea��pe aoa"R•,=da.w.�rarree�n=i6-d,p��aaer FOUNDATION/SLAB/JOISTS BLOCKOUTS. w < 0 C) D11 1 1 2868 32" 80" POCKET-DOOR P01 I I I I Z.-a wand a.abesox rid t°m -26•. '^r' �`r i7 EID H.kk.. O L.� D12 1 1 2868 32" 80" HINGED-DOOR P01 I I I I Ak1-11,11 n-F.u.ddrdshagTy, FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR z D13 1 1 3080 36" 96" EXT.HINGE GLASS PANEL arldmn:[se L5tHmlo i norim j.Ac Rica L5T1ID16R1 ian joist coodstm. �/ �t D14 1 1 3080 36" 96" PATIO DOOR sew:.appl} �ahmffingNliag.a4aia.2-�d�°hgnpc,daa SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 0L e I I I ; 1[o1.Id SuE HD ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FORAPPROVAL 0- 2N D15 1 1 2868 32" 80" HINGED-DOOR P01 Suh�e Bo,r nstr�rs•aOar�,RSSTaaaotlrWdw ] m>, d. PRIOR TO THE FABRICATION AND INSTALLATION. M D16 1 1 2868 32" 80" HINGED-DOOR P01 I I I I M - Ifr-rd�m,m.cr,.sc i 8 4%dread✓4.epory.wilt 10'-coecrelc embrdmeet teetered m stem vat. D17 1 1 2868 32" 80" HINGED-DOOR P01 I I I I hde a~•a•Fern ase Beds.feemrrxma,.imixr hrcele.ra D18 1 0 2868 32" 80" HINGE " 77 'r u °• ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED General:These err rpecifiedmaefi•m rear cat-oE-plane ward loads La m.paka be wad w read n-olmre BY MANUFACTURER I lateral loads is°umcffied'm c'-'---. , V D19 1 0 2868 32" 80" HINGED-DOOR P01 aLaul..:cse mu,2,2e6,evbonompaM to r°p plc. D20 1 0 2868 32" 80" HINGED-DOOR P01 D21 1 0 2868 32" 80" HINGED-DOOR P01 Header Comae Ili I3udm(e)may be m4gpwbt dx�2%wz m haag°u sus amheu xdh cemcraed FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE D22 1 0 5068 60" 80" DOUBLE HINGED-DOOR P01 �s „ Mall o. D23 1 0 2868 32" 80" HINGED-DOOR P01 Ge.eral:Tlc arc gprciFcd aim-t°r6mwt-of-plaw wind loa&bit to aL.bc-dt°teas in-plane AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE late-ref beds if so ndcaed o,calcuBtia.s. D24 1 0 2868 32" 80" HINGED-DOOR P01 I L- - - - - , I a M.M..:U. ._' 1,r,<5L,1,,,6-t,.�pt-t°top,�t GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" D25 1 0 3068 36" 80" HINGED-DOOR P01 L - Tsp-AB3 rwarC.-lion(:°m mmppWft,dltm vWm -w r2,US!Otndursws OSB OR EQUAL. z, D26 1 0 2868 36" 96" EXT.HINGE GLASS PANEL ""'der` °,rri ieadelslmapLe�p"ed"i"a��mero"aa�oem®`°°""" "eea Q aC WINDOW SCHEDULE I I I 90 L Ledrer l-l�D,p 1 Z LL zo PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST 0zu0 NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION L I a C, Lrdgrrsrr.w. • ,,p�ra,a.d J ZoaQ mess 12•spac .tr rcwecriipto s.ais,.sr 2,sl15 pc erect LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO W01 1 1 3060 36" 72 YES PIC 5_0 -, L- - I.edgefCesaerllaafo1Vaa: w�Z2 W02 1 1 3060 36" 72 PIC I Afror,Pe+Wnnka7u:U.2xdLVIkdgc. i.h*tameta6x.fi s.Appl,kdgaor�e d FLOOR HOLDOWN LOCATIONS. ak a 6m g Usr Longo-:w 6-S rate.m kdga W03 1 1 3060 36" 72 PIC z z 0 U L TYPICAL HEADER FRAMING I I o P ,� rrr rrr�c+,°� LrdaenaxomcowadaFkarrvasonLed¢ambe ca w W04 1 1 3060 36" 72 PIC plaedwxwa➢heamoy PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING =LZz8 W05 1 1 3060 36" 72 PIC I I l�iyT. Fz.penal+c,J-:Attapermea°tnss,,ese 2,bk&gb.nreeetnasslopseadcd o��Y W06 1 1 3016 36" 18" PIC WINDOW W/6" POST HEADER LESS THAN 5' d. ~a, ad�emseeeLa .Athe �ra xp�=maa° s�a.-M>eeg�paaLa.r•a LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. ' l/ hmpf.m .6d bacl®e F w W07 1 1 3016 36" 18" PIC I I Aucf Diaphrarn Cawrn roodmap ram v Ir�c m 61xA web 8d hre shmt u rrn3 a i ac O z a w W a ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ox=za W08 1 1 3016 36" 18" PIC z w o o 81 L Ledter-Deeh delete re Rirr. O p=>w z W09 1 1 3040 36" 48" CASE I I L,dg,r:tiee�,Le.PI ladgtr ar kas[a W as pine. =r-�❑p W10 1 1 2010 24" 12" PIC I I a � INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE �o'W� I..deer C.n..swa:Coanec*so r:n wol,:,SAS a LedaerLD&m swx,'2'OC xrd welw,,'of ends N�?x a odpk W11 1 1 2010 24" 12" PIC sDso Lregedox�Leerl hn,ees=a�ionpn am m. CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM .1�wo W 12 1 1 2010 24" 12" PIC du sr c°...rt:xi:comrn pat m rage w�ge na gam.eel a e yea K m geh aaB a eneuz pe 2W a z z �1 CONNECTIONS. =LL W 13 1 1 2020 24" 24 CASE HEADER LESS THAN 5' a u i2 i L°eerr Cn.rmw Arar6 a..r U_ z a o v 0 W14 1 1 3040 36" 48" CASE I I a Q Ge .1 Thcfabw qg assemrssta 1.d Leog-anachcd m a lcdgrr ffjacts are ypmd b.Eop QZ,P_o W 15 1 1 3060 36" 72" YES CASE G Gaegr hot "°sui siL ood b a 3eplragna.atedu u eu•eddre M in ma a°°r°aga 1 o o z 01 o (1)KING STUD FROM e, .eeesrart. 1 Q w 0-w,� W 16 1 1 3660 42" 72" FIX CASE TOP PLATE TO -o z m'W"r-Useraa,:g PT kdm dkas<.sW cinch For ewe-�xapp8ca6uasm4 use mw,1 V' iai W17 1 1 3060 36" 72" CASE (1)TRIMMER BOTTOM PLATE W18 1 1 4040 48" 48 PIC hey.LSL:Lti Sw hmover arirrLet•reeakdper� 1aa¢ete o z a o z FROM TOP PLATETO (1)TRIMMER - - - - - - - - - - - - J z w o [omnerrio.:use_�n'drme[c a ma,a'emtrdamt Ilea FID os~xt-sn Ix♦R at e Ix3os.Na z z w z z daraae. _e_' orboi le fopmbm ofle4ger=7.73' vim W19 1 1 4040 48" 48" PIC BOTTOM PLATE I I 3.is. -ki,-36'.�••pu„g, affixed end wi& 8'M�and ads,.i&3':as abe w ]its Perpenddr,ase 2a'mess rpo'm stagacrrq and-it-a•a so_and ends,situ 3'a�5 w o z ~ W20 1 1 4040 48" 48 PIC o 0 o w w W21 1 1 4040 48" 48" PIC p I G JutCor.e iu teens nabhsra.I1.d z w�o o W22 1 1 4066 48" 78 PIC - - - - - - - - - - - - - - J C a Qz rs F.aAj. set,porPadvL►P N-W.111:U a*&-oSopp°r 0 W23 1 1 4066 48" 78" PIC 2i w0 rn LL W24 1 1 4066 48" 78" PIC a Uri seigrae,ilsPa.,wat:lr,r » /� d4 P°nP w�P4 m t/F O Alt 1-St4 F°ati.r-6 Pusr a.d Bw U: shp footiogand post sad beam per 1,dorv. o 0 z= Alt 3-Pad Foo' v"P.:and Head:list and A a.d beam Ldow. �z O- Srtip SeaWp:tine nria, ld'_i S'mt eeaemmss r°otieg.Fooling to creed 1 mn belted fart you �a�0 W25 1 1 4066 48" 78" PIC o amAof x ywar typ. � o m a W26 1 1 4066 48" 78" PIC / Lo; tix Rcb Use2,J4casows3"fraaLamxn ZZZ� W27 1 1 3060 36" 72 YES CASE 3 rr.,w<an:v<2:a>ad za mad spasm do nx op pme awe rr Bard�.Aao nee pow _ o W28 1 1 2868 36" 72" FIX CASE ror pit ba°aLoYp`pi..PM-fiucrd.mtxA..wa(ooaa�cawA)su&-dnotIt.rP PLAN AREAS W29 1 1 3060 36" 72" FIX CASE WINDOW W/3" POST HEADER MORE THAN 5' A9 a a C`.-I r&,df.fo g br I. 'w,tr,raTil Rm>.K_bA,.7-' g-iE h3'® embedw=m c m-te.Orau powder-arnaatrd pun per 5rmdard seorar�Spedhraeoas lrrei.at 36- W30 1 1 2868 36" 72" CASE m„f �3AR W31 1 1 2660 30" 72 CASE rasa.aB.a axxp°r�atF-a p,s.saaaeep abadr,at-p,rcixni& -did 0�W,��1"��'F� MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL bad.•.se mp and 6cax Sew use na,Jx30 W32 1 1 2660 30" 72 CASE W33 1 1 2010 24" 12" PIC Pad FComme rion.Cl5'smrop pluwr jc 2,+- & ~as 3'!lappom Joist ee.ner+;...cat i�t°b<amo<top plmr per)car ma�-aeEmxr ree�,mmeaaaa sad•o< W34 1 1 2010 24" 12" PIC ;&< BASEMENT 964 SQ.FT. INITIAL: 93 FP Feotinr,Pad x W35 1 1 2010 24" 12" PIC /I Q Fa.tiq:ti ne v�,2i'square a 8-mLL W36 1 1 3016 36" 18" PIC HEADER MORE THAN 5' Q rfnsEehac�foougmapbeeono-povdweh lobo he owshhHc�rraaYnlude lahhrgb d PAGE #: W37 1 1 3016 36" 18" PIC TOTAL LIVING AREA: 2 981 SQ.FT. CONCEAL FLANGE Behar--tine 3,s-1 rash w• ,3'Eon Lonom , W38 1 0 3660 42" 72" CASE HANGER EA.SIDE 93 S SIaLu.c.aae (2)KING STUDS W39 1 0 3660 42" 72" FIX CASE FROM TOP PLATE TO " $nbvad.;tixma�ralfitlwnati.smmmdowwwedw9i%irAw.ec�rtianiti..o A4 W40 1 0 3060 36" 72 YES CASE BOTTOM PLATE sn-emmrC& fionsaacoomwIvan:Do tslacarcamdpre. �l GARAGE 843 SQ.FT. 4o elan ca..erriea m ce.erererrao:>b aa�ee�t slehm coocreo,w•er~,+h d°uek a caner �u,+ W41 1 0 3060 36" 72" CASE (2)KING STUDS (1)TRIMMER Ltd, 3/31/23 FROM TOP PLATE TO L'ad.rsla41...1aelea:Slap use S2S ur FPS 4d[°�~ih>rm 25 psicvmlandse sae°ph.idea dab W42 1 0 4060 48" 72 FIX CASE BOTTOM PLATE If.srd pro de and insra➢p nsdal"n ma rdurn¢u's rco�eodons. W43 1 0 4060 48" 72 FIX CASE SisbTkidmess:fua•a,a.Mmtbxr.aredgrsaadn ade>uaie�o�rebmi bek d i s ar�w 24 ENTRY 110 SQ.FT. PAGE: W44 1 0 3060 36" 72" YES CASE 'e. sar, rd W45 1 0 3060 36" 72 CASE Ra:.rarr.oe.r:l4'OC.-h fdowog. { r -W -r3 rebar a 2.l'qC,arch war.°enreed.r s ,dj. r t A�y G �t 5 G w46 1 0 3660 42" 72" FIX CASE - u'cNadwceiahric,�.w2.9,6'Y6'(6Ga).cw[:reditsSaL Spioesysxr�8'mer COVERED DECK 381 SQ.FT. W47 1 0 3060 36" 72 YES CASE H6..ishpe aa.�5Ib,. 9 of 19 - I-Id¢�oreLs,s�.3 ms. attic yard W48 1 2 3016 36" 18" YES PIC C.�ai..t._�3r ._T._, 5,8•oc ear arTla.aaan., .,.rma� W49 11 12 3016 36" 18" YES PIC moyhrrsmardmm¢rdWOsacroraclirrn.adsgnr 'C�r+nSLY , OPEN DECK 232 SQ.FT. W50 1 2 3016 36" 18" YES PIC \•apor Harrier.5usgc amo.,6mi,pssa saporhar tttmdc�eous�1 Thi i erne au maE i-msd may I,,,:ban d�r omIDed bi Dunn'or am5i[ectveal 73'-2" GENERAL NOTES DESIGNED BY: T-0" 15-0" 12'-3" 20'-10 1/2" 4'-0 1/2" 16'0" 2'-0" J. STERLING co 2xl2DECK F 4CIAW/1X3 BUILDUP STRIP ATBOT.INSTALL W/SPACE RS ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. o DRAFTED BY: - 30 LB FELT OR SUITABLE BARRIER A5 N 3.5 X 12 PT GLULAM 3.5 X 12 PT GLULAM ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. L TO BE USED BETWEEN HANGER AND DECK BEAM 2x12 DECK FACIA W 1X3 BUILDUP STRIP AT BOT.INSTALL W/SPACERS DECK BEAM 40B J. BASS ACQ-D&CA-B TREATED SILL /+ 3.5 x 12 PT GLULAM g SILL SEAL C DECK BEAM VERIFY HEADER HEIGHTS WITH SUPER. A5 l_� I 40B (61J)2X 8 PT DECK JOISTS 16 O.C. B 5.5 X 13.5 GLB ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED _ (61J)2X 8 PT DECK JOISTS 16 O.C. DECK DECKING IS 13DD,TYP. 73P — _ EXP.DROPPED BEAM 73P OTHERWISE. 1/4" — 1 U.N.O. TIMBERTECH DECKING DECK DECKING IS 13DD,TYP. l 7X11-7/8"PSL — — T1 I ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED DATE w 0 o TIMBERTECH DECKING E �_ DECK BEAM 45B J o OTHERWISE. ao 73P 73P _ AS 12-23-2022 it PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER 46B (61J)2X 8 PT DECK JOISTS 16 O.C. a a DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR F DECK DECKING IS 13DD,TYP. c°w Arj TIMBERTECH DECKING LOCATIONS. 03-29-2023 DTT2 DTTz sn Q Simpson Strong-Tie — — — — — — — — — 81 L — E — — — — J FRAMING NOTES ITS11.88 D - - B — — — , x BEND TAB AND FASTEN WITH 10dxl A5 A5 A5 N 1/2"NAILS WHEN — — — — — — — — — — — — -2 15FF 81 L TTs REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. WEB STIFFENERS 1 71 P 71 P 71 P 71 P — (60J)THESE 6000 BCI JOISTS 7' P N — E — — e? ARE NOT USED I UPSIDE DOWN HANGER TO 46B 2x IOLVLJOISTS L J I A5 COORDINATE W/MECH. & ELEC. FOR LOCATIONS&SIZES OF 16'O.C. SOLID 2x BLOCKING AT DROPPED SHOWER LATERAL LOAD 71 P 71 P FOUNDATION/SLAB/JOISTS BLOCKOUTS. o TOP PLATE HANGER AREA 0) 1 z m 1 FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR A ¢ I I I SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT X NOT TO SCALE i C I i o m I 1 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL N I 50B - A5 N o PRIOR TO THE FABRICATION AND INSTALLATION. W E m o cede x g I I q q ❑ o m¢o N c9 o CD ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED 1-1/2"X 11-7/8"LVL J"' N m° a W o " I I BY MANUFACTURER 1 FLOOR BEAM O= U� J iv I 1 o�¢ O per IRC 502.7 I I uo J m o m m an m I I FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE Floor Joist BlockingLL LL �' 1 �' X o `° AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE (Seismic Design Categories D1 &D2) x°o J Z¢ x a o 1 1 I II N LL 70 N¢NT I II M LL 11 7/8"BCI 6000 1.8 16"O.C. 1 1 " 1 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 3 BCI Joist AS — I — o — z 15' 1"MAX SPAN — 1 — AS OSB OR EQUAL. Blocking D a UILDI E TION 1 12 FD FLOOR DIAPHRAGM N r A5 I I PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST B I I _ LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO w 1 172p 5.5 X 10.5 DROPPED I _ �46 N 2'-0" N FLOOR HOLDOWN LOCATIONS. M U e _ A5 GLULAM FLOOR BEAM BEARING WALL B ,11 B BEARING WALL B N 1 74P 1-6 1/2" - 1/2" 1 1/2" 7+P — — — — PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING 1. _ A5 _ A5 A5 LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. E IJ 53B I 3-1/2"X 11-7/8"PSL_ FLOOR BEAM G' 71 P J J C 71 P A5 a I II I I ALL CONNECTIONS TO BE SIMPSON OR EQUAL. �m m Intermediate I I I 51 B A5 I 7 o I I INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE Bearing I I I 1 1 ° I I CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM J (WALL OR BEAM) Nailing per local I a 12'-51/2' 2'-41/2" CONNECTIONS, LL code provisions 1 I a I 1 1 1 1 �� ,SA 1 15SSvrforal C'alioufs_ CoDTliglitConstivenoncatc,IacfccI1 aD A C....l:dll oom &obepe�meabrda�cod �es�.d�as��xls, ;ems °J a PA P. .k beer nines' O m m I BEARING WALL - I H I .3� (O • Str.armal lean:TNd i®-d 1aze$ccuo=c�a.,d.A be �-hk-«drr = U CP 1 x A5 % I I rr xu �dPe�,anar .24 vc,.xx O CONTINUOUS BLOCKING �1 I M° II1 � — - - - - - - - - - I I g A-_' o a ao .I I a I I Q'e11I Pn ccdcad buts a lintel mmlaCacpca's rccoumcsodaunor B Fraawa Co�aertio.ar S r `-' V na,.ro rpanP[r°r1 ro rr,an+�urdr,camn�per sbcar war caaove-lop dwai. NOT TO SCALE J11- rrrr a qfe —°—,rob—.use�5A,.L&30,.iffi ,. kd .tM N E J I I I I skew r r;:Aa•.�,09B> �P>y �s,�l�P=MC.�1. 00 J Radmp:Ilse Ed r fi•edges,12"k a .3r Prr7ge�•,cemrcc[per kdgu aanaN,botany kss mee Ed scree•«deg shack ffi4'OC. w �u I _ I I I Blab ��rr ed axe aem.rea innate or age s at roe: o I —_m in I u Fn Fw°r n aprragm j U lr! O a N 5kealbi.g:n-�rh jee[s az 2;'er 19�DG me min,24 named APA Shrd-I-F{oar;ewer 34•species O 2 I I XO o - - I — — _ — — g,nlp 1.w"S'Veks Symp 4.May OSB mply-A W — - I N I 5hnlh.g:llahjoebet3fi'OC,weaan.l6o mEed APASNd-1-F3oor,ma.1931•ddck__Maybe LL U Face Mount A8� 1 — — — _ UP — U DING ECTION 1 Sbnfb a¢1�rone Case_pe IBC 236fi2 Ff!] _0 OSB«plM, i Gwd&x 243 pafTr 3 L•3fi°dl Z X Ll_I Ll_I M Joist hanger I ~ I II I 1 I `�:"�o �n»a a�rLa, � .a2,fw a. ~ a'.dgc�l 2'Sdd Q a w B o=km�:r x n ex eaaa.r9 r dcome mw w sheawat6auw co s_ 1 13W 1/2" 6'-2 1/2" 10'-7" 5'-9" 1 1 1 Z U LU !°no uerkniaPl,ra>aa w � 0 t� � A 74P ? I A A oecanAmden:Used k,s n.kagth crma, mt�r.im.sam.gna� J J � z r decldoE:U'scw-loco- ie dam per Arch.mi. 7swl dins 31•.3 r. 94 A5 _ ° � ° A5 I ° A5 - e I saduse2ssexspc spkrdrad Q o z = CO m J_ f N - lase_screws pn deck board per Samug member At d,,I*spices,carer splice ova Siting-bc wed Bloc :ea c roc >. crams. m N Q f1 M 15 FF F4oerroFloar H°Bow - — — — — — — — — — — — — —m — — — — —- - 0 Q — — — — — — — — — — — — — — — — — — — — — — — — - Aria.C.P.&Y:Good fa 1705Ib[mini 1 O'-101/2" SMr�r Vu C516sdeap eppNedmeuB drl oar wearh ,Aeacho rim, xsmd radup 35'-3 1/2" 14'-6" � 22'-6" ahrnra.dbab,Ysti„;e�e.Faaraa�l�lr,w�.�..�L I I I I - 3f seep reds-h..,. abeam MJow,osYao 6eadan brain-d.:ap ar°.md bcx�7oecessxiy. W Headers s,�nr•• eK 13 ro..e�pp -dI.- a�.sTn awls-16- &Vhrffi e b o s.��rm r£?g,,a=�dlb�hid.ao.b. Mturd.¢- 4- -26'. CO 1 1 I I �4 Default header material is Doug Fir No.2 or better i ,� ..o, 2x headers must be in tall orientation with flat 2x nailed at bottom in'T"configuration s l-a.Ido.a egc.I$1 shop Top. A9BothAF ijse LSAuM t1.nitric tteaudti2A 43,.r WoLittiA :grand cm x Default Tdmmsr,use 1,2x;or 20H Ge 21 H use LUC;larger header use HUG ar HUCQ,UNO. yhid:,�pd,.wn wcadl�gm ire sued nos,s�,4x,nr wgr<a.,p41n Default King Stud,opening 5-feet wide and less use 1,full height stud each end(plate to plate.) All? ISaN"An-bah Type _ Flom—Use HDU2.a,d 6,SDS to king wad min,2-2x,4x,xlager per vial \ MAIN LEVEL FLOOR FRAMING Defa ut King Stud,opening wider then 6-feet,use 2,full height studs each end(plate to plate.) An h.,auk:If we!M use 5'8' i-tez SS-M..Aft ad v kh l2' er bcdmrn Trimmer,each eud Itme Stud,each Broobamrer,usc 519'aaffi-d&epmey,�1e"wfe concrete ab kneat seek eflm temwaa 1 1 I —ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. (i u �. ` "fi"°° '�`""�"�`�� `"` N {-allout liio,use Alt 1 nti6.use �Ilt 2 min.,nse d'blan3c use default end(E61ank use Versa-Lam or Boise GLULAM Beam: I I I I —ALL EXTERIOR WALLS @ THIS LEVEL ARE 2PW, TYP. db°"`' dcfaultaboxc.' etahTbesearrepeeiSed..m,��_�p,,�wmd�Wn,y ls. e�� n� � N 20H 2x8,"L"config 4x6 '°r"d6.&If "d.�d Q 00 Beam width shall exceed MIX-U.wL.2.2s6,ea6m.asa Mho pier to top plate � 1 1 1 1 —INTERIOR BEARING WALLS INDICATED W/ RED DASH LINE 21H 2x10,"L"conlig 2-2x8 4x8 13-d--.train—Ham,)—ybe gp.,ed�elxb�e,oth-gr�a��= �d _ 2x specified hanger nail length I I 22H M 7 —FLOORS JOISTS ARE PER PLAN, U.N.O. 7a .r �..�. �^ 23H 5.5x13.5 glulam 3 e..aral:3bese me spe�eam®yao rrid cur Lie plea nmd boar bmma3.a�b<o�m rer,s m clam � v, —STAIR FRAMING PER PLAN/CODE Beams '�'�' '�m'�` 0.` CL'Ls,= .r b�tt„w phae m wp plye 1 I I 1 Defautsawn material is Da Fir No 2 or better ro a sit ism e a c«„r�x P�.�db �pu a Mn:,L556-as�ws UJ �I� JOIST TO BEAM —DECK DECKING IS 13DD. TYP. Default lutam I,LVI PSL materials-see Standard structural S ecs herein.Default LSL is 1.5E, Beaaer[a..e no.:Yleadw a)masbe wppmrcawm .o Coigne d:.m�pawn o"ccakd `-/ C si jlb] ` p llan¢c hmaer heady tahlr J en 2,30r)per,min Fb sit L Ledger-tflh.p6.a� NOT TO SCALE Ledger Screws:Ncauae mg mot headradhrrc mtlm ous vod ou 5D5az od,p e,aod NUJ Defa Litt wall connection-nneetinn 3"bearing in pocket or on plate with min„2 studs below max l2•spate]Fe.�emeatcga esuds,use 2,ens per stag I..L cul 1 1 I I N Default and post connection LGE,AGE,EPCZ, ECCQ,or similar. LedgrrcrnrcdvafoR'ag: LL N Rnfrei•a Pr,pwrrhrarra• list lx aLWl lec�rr,tam hctta aatcbraftcrs.Apph•ledgu osrr uaH �/ I 1 1 I Default comer gust connection with mitered beams over.LGE4,LCE4Z,or RTC44 Ib[admg tic boogie to baagr�Gre m Aber rLIL Defa Lift mid-post con nection.LPCZ,PCZ,CCQ,orsimitar. Pw�rar are rya TVC�,e Leftn aybrwp h d�lwtn.a<anal..dgfroh� � � � O Default beam to conc wall:HGUM hanger with 518x4 Tlten HID,or GLB wet-set beam seal p tl1M 'M .trace Toss Pwam.�.sc,dnr:As topeLmooe anus.uu reoe�s 2.bk&6S bier.cuss e 0 .1-3 � O U Del'aLif beam to beam connection_Hanger.HU,HUC,HUCQ or slmllar. Bear on top,2,HGA10. :w�naY 6ead�nsolidh-Lbg.A bosom bind uppm m000a .mL mkd�P- .. w 1 I I Conrerter f hlauk �ro ..b'a-a {-allou7 ]Iin.,.use Alt_mip.r nse ?IIt2 Wig.,use i ',tiates R.rBl.pti.,�C�.o�dF�.�l�1�ea«htxk;.�,%ek sd.bs,Mot o<.��s>;3'PC. use dc'FautL ahor�) O 306 5.5x10.5 gl a r C Codger.neck -,a.Rwu A' z Ledger:U'se err,2x,PT k C 1-i i n d S jputs ' r 31 B 5.5x13.5 gl Ledger Cenerio.:Cmxct to rmm�h 2,5U5 m LcdgaL(1K ai-,.,24'OC pd wi�3-uE ids 1••� sad spirts 32B ax8 - SD,.Lef!MLOKto be of kngthoecessary Sot 5l penrrtafion an. VJ 406 3.5xl 2 PT gl 5.5x 10.5 PT gl HUG Or HUCQ Joist Conectiaa:Comecl pmtto idgar%%!th WvhW".lholcs�edx9hg9-A,&a screws per vM' Lao maid.Aff cccmmsudetiort \•J a�ld I I I I Use min.,5.5x 10.5 PT gldam,-23'long.Top of beam to be flush with top of joists.Bear on full 82 L Ledger-rya re a A"achue CeaeraE Ibc fonouioc assumrs s�ndad hangers eU.bed W a ledger.Ifjoi.su err snpp°rted by top low 1 a I I I 41 B width plywood shim as necessary connect to perpendicular top plate or beam with A44&910 da gr havers od n amdaa K d eph ogee coed"ae ewedseeeyw n.d °o eagr h screws,each side.connect to post with standard past cap hardware- se as a Ledger.[:u men.,1x PI Fdga az leas ss IeA as joins.For nee-wel eppgcaei.ms mx,.�isms,I.i'x jeias Qo` 12'-0" ] 3¢LSL or L�'L aNh mouvebmaia beaxe-lei.�v md=oo�=se TJ 42B Same as 416 except at extenor post connector use CCTQ And place on top of lower wall top C e,r..:c�3.8' x a-.- -•�•-�,T.-Im w xri•xl hob.� g b .w, 1 I I I plate and connect with 6"SDS Q max.,18"up through double top plate. actin r snmemraae o< m�P w to o£<d�e 1 s - loci pale,.se 36'soax vpamE ssag�ert,and n$�8"d'�f rs aod-�,xih 3'x:5 wa.Lz Io"u perpal6r4m,rcs<'-l"max sp�ff.s nas-a.-a swum 4•of sA,"m4 ails,wills 3'x 25 L — Use min.,5.5x10.5 PT pidam,-25'long.Top of beam to be flush wNh top of joists.Bear on full a R doixt C.nerfioa:C-m j6A w with standrdlm 436 width plywood shim as necessary Connect to perpendicular tap plate or beam wild A44&#10 92 Fs Fo.d.g,s;g«Pad vi&Pons-r_ax«rase a.d seas s.ppare a a screws,each side,or LTP4.Bear on parallel wall top plate and connect with iY SDS at 18" An 1-sr p F°o ag wih wan: a uyfvmg sad coin waipchrh s. ` Z Z< max.,up through top plate info bottom of beam.Bear on top of 73P and connect with CCQ_ Aft 2-srr�Foo ag vL Post sad seam:csr vgfoomg sadpa raadbeamprr avow. .00. Nail Boise Rimboard — — e I 1 I A3r3-Ptog: iagsw✓hPoraod6'tA-scpadfnoeogsandpa#aodceamy.kmbit. 0F,5 — —, Scrip Fooriag:[:u nria, 16 aide a d'mg couCwaous tolling.Footing W rx2rod 12'min kayoed last pod ` ��n w IY ®• L 44B Same as 43B except-23'I ar coda p°av X lip. U c o to BCI joist with 8d I 1 1 1 p Lang,"en,rn A b •weal,W cootoam 3 5omb° m. r o 45B 5.5xl 3.5 PT gi HUCQ to 73P Pbnv A'a1:wee::J coeds a[I4'nix spring r9h doable mp,ilete and sra�e PI mud,a Also use post: a a U a vi nail into each flange. 1 1 1 1 foe pmelm,1sabotepcpdmLponyrereeedao be3eaAed{mtlsumQA)swdsaeed,-kaw "of okay to tnm ends to 5.5"wide o= 466 7x11.8 PSL hanger u�JaS4 Q~Z z I- u I I I Cmnrrm c.r1nCeomg rah I.!'weesd«Ten HD-h-bde,az'2'max�web 3'>m �Ya.O 50B 1.5 x11.8 LVL or LSL �.o a r pis de•amredpmu pt.. .sit�*=o specs�m �36` '^ _ F'R Q 51B 2,1.7x11 8 LVL 3.5x11.8 PSL r.a..a s.> L.=a.apo r�sma paw-d apo.vloadl�ad ,cape. �n a.aad V z a w w a RIMBOARD I I I I - 52B 2,1.7x11.8LVL 35x11.8PSL a " "`"°"db°""$"°" ""'rx'0 Z z.UIS N Pad Foalwg:As coed post per sin. 'sywe x 6•taF+.nh crack way 3"frwu Loaom ` �w m 53B 5.5x10.5 gt N"Canecfiea Cairo joists m bama cop pla<c per a tnamnla rc rc wmundativo and or F Q o 0 D I I I I 546 410 93 rill Foetug.PaPdd o z m Finaii j:Use ma,2a• ■S•mi z=- IY FP support. Upside down hanger to w r IL w o NOT TO SCALE 1 1 1 1 55B ,.7x11.e LVL 46B - Bin dab errs.footing may br mono-yonred,rih slat«tdott•smb.He tmay iscbae sBt hri�er Li Ezw w azz poured a,mali�ca�. L rn I. LL 56B 1.7x11.8 LVL xehar:Lsr 3,a each a• 3 f°m ham a a o O o 1 1 1 1 95 S S3ah vn Grade K Z F�� 57B 2,1.7x11.8LVL 3.5x11-8PSL saapradr:csrs,r, elfin—OvemaNT4 cmdco95%fd�ywtion.Itis rmag A/ <X01z - ,tic-.----&d.buatlsnvcIJA1,eh-kMbyage°rechosdeensuYsa Ir..r` Q�N'-F° 58B 5.5x12 PT I �.sib C....=I:..le Ce.=reae n aa:Da mr r�-e.A, b ra eon .was whh do el,a on a 'z m a 9 woz�� Joists and Rollers rad.rslab lea der.a,:1May me xPs«FPS ode bb 25 pi r.nK.m b a d� LL o zztez Default ratter or deck joist to beam connection is cony or skip blocking and H2.5&or H1,or A34 u,,,ed pwide-a-Id pa�,,.--- ,rara�daa N o o a Z 23/32"MIN.PLYWOOD/OSB — — — — — — — — — — — — J 91ahThkk. ..U.a-inn]Mxs!Y k-a edgnapd ae add�odcmaivau read n4;tend z w v a a With SCfewS. C�U z> OR RIMBOARD CLOSURE. R��r�;;°� �r woZww SIDING TYP. - p 1 Framed root overhangs,eaves,outriggers,etc.use IRG-corm€rant construction. �e o 0 g�� eta.FS tali r_a 17C.each way,eeaaede slab. c.6 rl�z z Default-sawn material is Daug Fir Na 2 or better Exposed to weather shall be Pressure Treated(PT) - welded an Min.�..W.2.9,6'W(6 Ga),ccvi-A m 9&.Spices o 1W F min O a��o Z. TYVEK HOUSE WRAP J Fmcpr.mamra nar':s - -. a w LL BCI JOIST BLOCKING 13e]um ao xda,ma•fIDs.pe cob yrea z8za° ® Default sawn face mount hanger is U.LU,LUS,or if sloped[after use LRUZ. co.ra anon: c�ems re soma need pa ag=s oc,ea Lay_Ins s a aa.- naa iris ma o 0 o x 7/16 OSB SHEATHING RE&IRED FOR CANTILEVER. O z CD z NAIL WITH 8d NAILS 73'-2" Default sawn to flange hanger is JBA,LB,BA,or B welded a a"`t"h,b,ged°`°>m:°`dh,'°a°"`°x:lfl°cnrd ae�" a}CD z p 9 9 { pp,use LB,BA,or B] 1 n fr o S/2"FLOORING - _-spar Barrier:Suegru anus,IS aaa.Ptasa"�amstirr Inder iuerier slabs.7Lh is emo-semcrvral IY�w F FLASHING INTO EACH FLANGE. Any national]-Joist brand,equal or stronger may be substituted inaaadmm•he da m drdwoaxi ma li e vad o o m a TIMBERTECH , z z z 2E DECK PLANKING 3 I-Joist roof overha s,extensions,cute ers,and cantilevers shall r per manufacturer's w a o L recommendations gg p PLAN AREAS 1 z u SIMPSON ZMAX LUS208 4 A9 Default I-joist Face mount hanger is IUS or MIU 2 X 8 PT.JOIST 16"O.C. Default I-joist top flange hanger Is ITS,Hfr,or MIT GAR comector(if b MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL e DTT2Z CallunT Liu.,use Alt 1 Baia.,use Alt I utiu.,use use defmilt.at-C) tildes 0�vv.�,s y1t � FASTEN 2X PT LEDGER WITH 601 11.8 BCi 6000 upside down hanger to 463r#- SOLID 2X BLOCKING AT (3)ROWS OF 1/4"X 4 1/2"SDS J^ 811 2x6PT 16" 2x8PT 15' x BASEMENT 964 SQ.FT. INITIAL: LATERAL LOAD CONNECTION SCREWS @ 16"O.C. Pnsrs 2 X 8 TREATED DECK LEDGER Default material i9 Doug Fir No 2 or better. 981 SQ.FT. PAGE #: Default bottom connection on plate:2,A34 with TECO or screws,or 4,16d fate nails. TOTAL LIVING AREA: Defaultbodom connection on beam:2,A34 withTECO or screws,or PCZ. Default bottom connection on concrete_PB,or AB,or ABU,or ABW,or CBSO GARAGE 843 SQ.FT. Alternate bottom connection an concrete:95 tabor or 5I8"all-thread,epoxy 6"min-into post butt. 3/31/23 �. A5 and 6"min.,embed In cone Conic embed may be wet set or epoxy DECK/HOUSE CONNECTION {agouf \Iin.,use At 1 min.,use Aug 2 mm-,use Cea..e<rar ids Notes � � 24 ENTRY 110 S Q.F T. CANTILEVERED FLOOR JOISTedefauh,abcnr) PAGE: 7P 2x4 2xE SCALE: 3/4" = 1' 1 3- 26 4x6 tip,'6SIZIS COVERED DECK 381 SQ.FT. F NOT TO SCALE 72P 3-2x6 6x6 4-2x4 4g L<,-z IL. 73P Bx8 PT 5.5x5.5 PT glulam 10 of 19 74P 4x6PT TreAks ONLY . OPEN DECK 232 SQ.FT. 75P 4x4 PT Hertflers FLOOR PLAN NOTES DESIGNED BY: Default header material is Doug Fir No.2 or better 73'-2" 2x headers must be In tall onentation withVal2x nailed at bottom in"L"configuration J. STERLING Default Trimmer,use 1,2x;or 20H or 21 H use LUC-large r header use HUC or HUCQ,UNO. 3'-0" 10'-4" 37'-4" 20'-6" 2'-0" N Default King Stud,opening 6-ft3etwide and less use t,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: Default King Stud,opening widerthan 5-feet,use 2,full height studs each end(plate to plate.) DECK ❑ GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, N Trimrner,each end VAug Stud.eack o t? 1 3 1 REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE r- Gellert 'ilia,else Alt 1 rain.use �41t 2 mm",age ( blank use defauk end(d beanie use N 1 3 1 3 N 57'-10°X 6'-2° BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS 2 above.) defauh above-) 279 SQ FT AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 2 TIMBERTECH DECKING 20H 224,""L c g 4x6 0 ❑ m 21H 2x10,"L"coron�g 2-2x8 4x8 � �_ 9 2 SHELF AND HANGING ROD. 22H 6x8 2 T-0" 4'-6 1/2" 5-9 1/2" 16'-11" ��01_102" 20'-01/2" 1/4" — 1t U.N.O. 23H 5.503.5glulam 3 0 U-31/2" U-31/2" 0'-3 1/2" 2'-0" 4'-0" 4'-0" 4'-0" 4'-0" 2'0" Seams W184040 PIC W194040 PIC W204040 PIC W21 4040 PIC 3 DATE o 1'-0" 58B -I 58B ❑ BUILT IN SHELVES. Default sawn material is Doug Fir No 2 or better. _ 16'-0 1/2" W22 4066 PIC W23 4066 PIC W24 4066 PIC W25 4066 PIC � Defauftglulam[gl),LVL,PSL materials-see Standard Structural Specs herein.Default LSL is 1 '=C - - 19'-2„ 2,304 psi,min Ft). o - - - - - - - - - - - - 18M q - - — 73P �� COVERED DECK 5.5x12GLB-EXPOSED �7p (1e COVERED DECK 5.5x12GLB-EXPOSED 11 Default wall connection 3"bearing in pocket or on plate with min.,2 studs t�etnvf. m o -TOP @ 109 1/8"" TOP @ 109 1/8"" ❑ ® CABINET-OWNER/CONTRACTOR TO VERIFY. o w (4)20H's @ 96' 20'-0"X 5'-8" w Default end post connection LCE,ACE,EPCZ, ECCO,or similar. o Ln 16'-11"X 3'-9" _ 0 wo i\ 1' 1 1/2" iv - U o 116 SQ FT � a �3�29�2�23 Default corner post connection with mitered beams over LCE4,LCE4Z,or RTC44 0'-6" 65 SQ FT 0'-6" 0'-6" � (4)20H's 0 150" � 5'-0 1/2" 3'-0" T-11" �� T-2" 3'-0" T-6" 3'-0" I o v 'c r? o w o o EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 Default mid-post connection LPGZ,PGZ,CCO,or simi�r M W16 3660 FIX CASE o N 12 19'-ll 1/2" o v m SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" Default beam to conc wall:HGUM hanger with 518x4 Titen HD,or GLB wet-set beam seat. W14 3040 CASE W15 3060 CASE W17 3060 CASE Na HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. cD 0'-10 1/2" in N 0 Default beam to beam connection:Hanger:HU,HUG.HUCQ or similar. Bear on top,2,HGA10. D13-3080 0-6" 0'-6" 0'-6" U-6" 3'-2" T-0" 3'-0" T-0" 3'-0" x Corrector(£b3auk I �`M 2'-0" �� 2'-0" f attnut N1in-.use All I inin-,use Alt 2 min.,use dotes I 2 I o W27 3060 CASE W29 3060 FIX CASE use:defau�,above 6 I W28 3060 FIX CASE W30 3060 CASE 6 TEMPERED GLASS gas 5.5x10.5g1 Q PRIMARY I (4)2oH's @ 96" NICHE IN WALL D14 3080 313 5.5xf 3.5 I UNDER SHOWERHEAD U ~ I O g u O ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE 323 4x8 m BATH I w w m I 11P l�P INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES o 408 3.5x12 PTgl 5.5x10.5 PT gl HUC or HUCQ N z ° 5'-9"X 12'-5" I I J J z I GREAT RO M I r 6 r ^ V 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, s W ��79 SQ FT 11'-91/2, W m cs N 18'-2"X 19'- " I I (5)20H's @ 96" o ❑ END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE Use min.,5.5x10.5 PT glulam,-23'tang.Top of beam to beflush withtop of joists.Bear on full Y 4'-0" 17'-1" g o w 14 0 396 SQ FT I I m iv STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 41 B width plywood shim as necessary.Connect to perpendicular top plate or beam with A44&#10 0o OWNER W Z o v u~i m 14'CEILING N EARTHQUAKE.MIN.EFFICIENCY OF 91% X screws,each side.Conned to post with standard post caphardware_ SHOWER m a C,, 9'CEILING I ¢ a I z I M (D P 4'-0"X 6'-1" o TILE I I LL I LVP OR SIM. = O I F.A.U.ON 111"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 118"T&G PLYWOOD. 31 SQ FT ° I o I ¢ ~ r � I DINING °� EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL W Same as 47B except at exterior past connector use CGTQ.And place on top of lower wall top N CD o ® BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, d2B late and connect with 6"SIDS max.,18" through double to late. Z I 19'-9°X 9' 10° R L u9 P P z_ Q ul n b BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF I� �I 209 SQ FT h FURNACE. o FULL HT. w ~ 9'CEILING N� Use min.,5.5x10.5 PT glulam,-25'long.Top of beam to be flush withtop ofjoists.Bear on full HEATED FLOOR CABINET I m PRIMARY BED I w F w C. z LVP OR SIM. N cn PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF o width plywood shim as necessary.Connect to perpendiculartgp plate or beam with A44&#10 [n \I MAT I CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL 43B Q to T-9" 5'-11' 16'-9"X 15'-8" r �_ a Screws,each Side,or LTP4.Bear on parallel wall top plate and cori%-ct With 6"505 at 18" U co 28 Q FT 4 I 279 SQ FT N M Lu I ❑ a max.,up throughtop plate into bottom Of beam.Bear ontop of 73P and conned with CCQ_ b b o m / U ❑ io COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF N 9'CEILING LU o b 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 70 n N N 2 CD o o' N EACH 90-DEGREE BEND. AMINIMUM 4-INCH DIAMETER EXHAUST DUCT OF 446 Same as 436 except IG — C, p 1 0 ar — — — — — — CARPET — _ _ _ ix - — — M - N SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. E. p n9 N � @ 1' 11 1/2" w MAY NEED TO FUR OUT WALL A8 N 458 5.5x13.5PTgE HUCQtg73P O 9'CEILING o o cL = o m TO HIDE COUNTER EDGE o o ❑ 7 o M �J 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" N a — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 z 46B 7x11.8 PSL g ban er o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w N D 10-2868 N l x e 508 1.5 x11.8 LVL or L5L � � � ❑ OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, ° 516 2,1.7x11.$LVL 3.5x11.8 PSL U 4'-0 1/2" THESE 3 WINDOWS 1 0 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK U 13'4" 17'-4 1/2" 20'-5" IN WALL ABOVE 6'-0 1/2" 9'-7" 3'-11 112" 2'-5 1/2" PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE 526 2,1.7x11.$LVL 3.5x11.8 PSL it 1b o Island design to match RR15 island CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX 1. o I I O� W58 3016 PIC W57 3016 PIC W56 3016 PIC I I I - I I 536 5.5x10.5 gl o sMOKEDEr I 1 CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH E 54B 4x10 N CEILING TRAN ITION 31 B (3)20H's @ 159 1/2" BEARIN WALL DW DOMESTIC DRYER EXHAUST. N N 3'-11" I I I _ 20H 80" BEARING WALL __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ E 55B 1.7x11.8 LVL FP support. Upside down hanger to 10 _ _ -- - - - -- - - - - - - -— - - _ _- - - - - — 4'-0„ 3'_3" 4r_0„ 2.3„ 4.0" 36 As - - 46B o#Cai): , PRIMARY CLOSET � � 11'-71/2" -D09-3068 — — — — — — — 71P _— _ _ _ _ l� 71P RANGE 5.5 x 13.5 GLB-EXPOSED ENTRY \I WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH 12'-10"X 8'-7" 9'CEILING 2'-4 1/2" - - - - - - - — 5fi6 17x11.8 LVL TOP @ 1091/8"" 5'-3"X 12'-9" AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. N N (n 120 SQ FT w LVP OR SIM. o N F KITCHEN o ui 576 2,1.7x11.$LVL 3.5x11.8 PSL NS 2 'n p o coo iv 213 SQ FT 00 w v LL 9'CEILING JOLL o o c� U)X 3 I 21'-6"X 16'-8" o �. 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. ILL 586 5.5x12 PT gI `° () N CARPET Z co O 1 v rn OJ q z 271 SQ FT I FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. O d M LU O❑ SMOKEDET. (3)20H's @ 96' ❑ U N Joists and Rr111ers z_ a I 9'CEILING 1 � ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR E LU 2'-0" SEALED TIGHT. Default rafter or deck joist to beam connection Is con't or slap blocking and H2.5A.or H1,orA34 ? 0 2'-3" J 2 1 3 6 2 m LVP OR SIM. I O with screws. N o 70P co L - - - - - - - - - J `� GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. U 0 �P _ 1 3080 OBSE Framed roof overhangs,eaves.outriggers,etc use IRC-compliant construction 2 °' C ET ° 36"x30" 1 3 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS N _ ❑ J W02 3 60 PIC W01 3060 ° _ 30^DBL. REF J THROUGH PER I.R.C.SECTION 312.2.3'-10"X 2'-0" 2 13 I a 1'-5' n e -6" 6'-6 1/2" 4'-0" }' Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated(PT) o D07-2868 (y 10 SQ FT = V REFRIGERATOR U m o 3'0" 2'-4" 3'2' 2'-11"_N - CUT OUT IN PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N w T-6" ¢ I D ih w o °a 0'-6" a LOWER WALL :�4] TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO NDefauR Sawnn face mount hanger is U,LU,LUS,or itsloped rafter use LRUZ V-9 1/2' D06-2868 _ _ _ o o co �o o OefauR sawn to flan a ban er Is JBA,LB,BA,or B welded a a Co -4-0 n n rn M ° 0 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE M P S g [ pp,use LB,BA,or B) U rn 10'-7"X 6'-8" I 0 ° a a a . 5'-3" O' Arty nationallfoist brand.equal or stronger may be substituted o 83 SQ FT o SURROUND&HEARTH MATERIAL. I,laist roof overhangs,extensions,outriggers,andtantilevers shall perpermanufadureis o = 11 10 g'CEILING M MUD ROOM 10S�AIR 2 ��M o N �NTRY PQRCHa o (POWDER ❑ o j T i� I5'-2"X5'-11"/� 1 PANTRY r GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR > t� ih 8-1�X 5 9 90 S Q FT 13 13 o U _ l SMOKE D T N N 15 1 '-3"X 7'-6"' 39 sQ FT 12 O recommendations_ — -0 o LVP a N —,��,- a o — — _ �_ ❑ — 10 8 X 511 I— I MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LLI O DefauR I=Dist face mount hanger is IUS or MIU N o 55 Q FT 9'CEILING N o bo °910 aSQ aT 00 o s'CEILING o 73 SQ FT L ATTIC ACCESS J i�, X Mmo ] CABINETSABOVESINK I_ m o _ — LVP Z LU LLI 9'CEILING CARPET RISE=7 5/8" u Ln ED — 0 Default Ijoist top flange hangeris ITS,HIT,or MR COUNTER OVER W/D = N ih -M _ - - _ 9'CEILING l0 ~ _ _ _ _ _ _ _ � LVP OR SIM. RUN=1z" � � Corrector(iblaok BUILT IN BENCH o o i� v 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q Q 1 Callonr lilt.,use Alt 1 min.,use �11t 2 min.,use \Dees i i - - - - - ° 1 0 16 w M 5$B BUILT IN DESKS m LVP OR SIM. use defauh.above] D W in 5'4. o " ° - ❑ AND SHELVES ih 0 60J 11.8 BGI 60t70 upside down hanger to 46B — — —O— — 4 n0,0 4 �7rp - - o = - --_ - - - - - _- - - - (3)20H's @ 96" 0 Z 010-71/2" 2'_9 1/2" - - - - - - - ' NERAL NOTES - J Q wGE Q z =61J 2x6 PT 16" 2x8 PT 18" a20H @ 96" - --- - 71 P (2)20H's @ 96' �� p 0 5.5 x 12 GLB-EXPOSED o D04-3068 — — — — — - TOP @ 109 v8" Default mabarial 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 onb plate:m2,A34withTE Cor screws.or4,16dfacenails. ❑ 16 T � � � � � W342010PIC � ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Default bottom connection on beam:2,A34 with TECO or screws,or PC2. 7 N 6'-8" 3'-0" 1'-6" 2'-0" 3'-0" 2'-0" T-0" T-6" 2'-0" 2'_0" 2'-0" 2'-0" Default bottom connection on concrete:PB,or AB,orABU,orABW,or CBSQ 0'-6" 0'-6" Alternate bottom connection on concrete:*5 rebar or 518"alLthread,epoxy 6"min.into post butt, N 5'-5" 5'-9" 14'-6" 5'-8 1/2" 5'-3 1/2" 11'-6" ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. Uj and 6"coin.,embed ln conc.Conc embed may be wet set orepoxy. b I 1V-2" 14'-6" 22'-6" VERIFY HEADER HEIGHTS WITH SUPER. U x Corrector{f b3auk _ _ Callorr Niim,use ?41t l min.,use Alt 2 cola.,use totes — — — — — — — — — use ddmllt,above} 12 G� � sntirreral Cstilau[s -ComalsY[CaastracilorCalr.Lr[CCn _ I I UPPER WINDOW LAYOUT oe, Aura na�srperb "�a�asasd�ai .� ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED z 70P 2-2x4 4x4 L A lc Access J 71P 3-2x4 2-2x6 4x6 I L ENTRY WAY@GREAT ROOM v o PA PerAr[iilectarDesig.er OTHERWISE. L SameturA Item:This Item mdrelated cm noes sIkAbe wch6en or ere O I ' I N 72P 3-2x6 6x6 4-2x4 — — — — — — — — — — — — — — 11 Rn Roof Di.pir.g. W Y N 73P 6x6 PT 5.5x5.5 PTglulam THESE WINDOWS Fra..gtT sesorraaersa24"oc,maa. ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED U_ Q 74P 4x6 PT I LINE UP WITH W01,W02,AND D01 Fnlui.g c...eotio.at support /l1 o a rria.gs;Per roar aoa tnrss�1-;ase mao�x.an s rrcommr.aalio¢s. OTHERWISE. Z 00 V J 75P 4x4 PT - m,e,e r°r,lea ro�A-„•ra/.a meet Per sl-a oll'Aa t-cop of wan W50 3016 PIC 49 3016 PIC W48 3016 PIC Ir1,��n•„u��ft-sr�,rwi� b....-A2 SA,-LslO screws,°r mar.tip Ny PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPERIll DOOR SCHEDULE . I � � Skeatkag:i 16"ffi.DSBwCDk phryrxd Stagger joys per IHC.Can 1. 0'-6" 0'-6" Naii.R:Vsegdat6'edges,l2"IrreW. DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION I 3'-0"�1K T-O"�jK 3'-0" 1r Wk.,c° tpakdgacal[ovr,t.ine-le.thao8dscrrwo kg4-ka3'OC. Z � w T D01 1 1 3080 36" 96" EXT.HINGE GLASS PANEL tj Ill-kingtN°tt exceprbeaccmt ssesorrate ttb it ,. LOCATIONS. W f n D02 1 1 18080 216" 96" GARGAGE DOOR OBSC. � 12 Fn Floor Diaphra>;e �•! D03 1 1 9080 108" 96" GARGAGE DOOR OBSC. N GARAGE rn p gF.W n r�5wpecis ip? "r 19 2"be use min,2a rated,ADA surd-f-rkm; 3:} FRAMING NOTES J en 24'-0"X 34'-6" @)o o O gtmy I.x'8"spcdcs g ay 4. far be OSB or pty nod D04 1 1 3068 36" 80" HINGED-DOOR P01 o = - Siaatti.gt With jests at]G"OC.ase rtin,16 wfared,APA 5nx4-I-Floor,min,19:32'&,kk bray beUj D05 1 1 3068 36" 80" HINGED-DOOR P01 "' 843 SQ FT = o r2 N f� OSB or plgwooa G-1f 245 pd TL g Lr360 deer D06 1 1 2868 32" 80" HINGED-DOOR P01 N 9'CEILING N N SkearkingLa"wCa IpaMC23K.I1(1) o sb�° 16----a --� Poos,,,�the lk gEi a�..�ssy�rts. REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. D07 1 1 2868 32" 80" POCKET-DOOR P01 - � :Ohm.coed connect wb 8d rats d=k nmlt or sews,at sedge,12"rteid J D08 1 1 3068 36" 80" HINGED-DOOR P01 15 • > :aorre and co.aecdmstasherawA.below- U O D09 1 1 3068 36" 80" HINGED-DOOR P01 I 13 DD D.rkDiapirpli COORDINATE W/MECH. & ELEC. FOR LOCATIONS&SIZES OF neringt Use woad or co mpa�r&dzito'g per A h_.na acntd dims:3J4'x 3.5'. D10 1 1 2868 32" 80" POCKET-DOOR P01mo to�nme FOUNDATION/SLAB/JOISTS BLOCKOUTS. w LOWER LEVEL WALLS & MAIN FLOOR FRAMING oK'�`Alta`kaeckb,udp iramiq '' bu.AtdcddaE ram'-enterV`:�a� Mow � D11 1 1 2868 32" 80" POCKET-DOOR P01 Lsc:sun�sprrdr�Iri>aaraprrsao,iw>nr�.ata�gsp�rrs_rrarrrsp➢�r��fr�agmrnb�r D12 1 1 2868 32" 80" HINGED-DOOR P01 �d"se2iTr�pr rpstrdrda -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. alocl®tm r edexreptae ortheam FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR z D13 1 1 3080 36" 96" EXT.HINGE GLASS PANEL 0� LS FF Floor.Tc.FloorHMdoru SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT D14 1 1 3080 36" 96" PATIO DOOR I -ALL EXTERIOR WALLS THIS LEVEL ARE 2PW, TYP. - Nlia,Capa.itS:G-dfor1-051btcotioa N Q @ ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FORAPPROVAL 0— D15 1 1 3080 36" 96" HINGED-DOOR P01 - strap:Lucsi6 ,�Isaap�pheata°,.riarofHats,rra�g.attachtota:t.ixsnram>Gd"p D16 1 1 2868 32" 80" HINGED-DOOR P01 I -INTERIOR BEARING WALLS INDICATED W/ RED DASH LINE abaxaodbdaw m osLlia4m➢hoesw .. sci PRIOR TO THE FABRICATION AND INSTALLATION. M D17 1 1 2868 32' so° HINGED-DOOR Pot -FLOORS JOISTS ARE PER PLAN, U.N.O. �rplen� dr,arbr�bach era;tohr.drrm�a,d Tapk*.1 2at��pth fib. I Saap Leegrk i'se 13"rma m each upper aaamurt studs.�Sia coral knplh=76'+depth o£flaur D18 1 0 2868 32" 80" HINGE sstcm u wd11_drecthoaa beam.min tota,a -2a 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 Rn Hald�a 1� Ali I-Huid° -Embedded Saap I31e BY MANUFACTURER � V D20 1 0 2868 32" 80" HINGED-DOOR P01 -DECK DECKING IS 13DD. TYP. H°tdow-Ul; L5THD1GfraodmidslcaudticgLS=l0R f dm;�tr fifi . D21 1 0 2868 32" 80" HINGED-DOOR P01 L _ — SNra:Apply—n h ga'�g�bA 2-',,4,,,-L�prrp''a FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE D22 1 0 5068 60" 80" DOUBLE HINGED-DOOR P01 -Ahz-Hold.--e.arT)ye D23 1 0 2868 32" 80" HINGED-DOOR P01 io Helaowa UL ,MLr2. ,,iti6.sDSmldrsgNa b-.2?z.4..orhrgerperpl- AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE DRIVEWAY L.eiar Soh]fn et set use 5 1 diameter 5 iffi or 0o thread whh olb dm at,a centered D24 1 0 2868 32" 80" HINGED-DOOR P01 N GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" - firotahmmer,vsr 5i 6"aIl ttrrad&epoxy,uilh 19-mm concrete embe�eof,crranrdm stem seal_ D25 1 0 3068 36" 80" HINGED-DOOR P01 5'-0" 20'-0" 2'l0" AMyehaleaw.5•sosn sonA-dsafc-ei.mmi,eti bceakat OSB OR EQUAL. z> D26 1 0 3080 36" 96" EXT.HINGE GLASS PANEL 7' 3I NLulion Q a° WINDOW SCHEDULE 71P 71P71 — 1 ,546 sq ft C:eaerat;lhaseau.p�d. ,fortis[oil-cf-p>awA.��bk, va�he�edro'e"i�-�e wool io l.trr.il°"ifr �tedora>^hell—. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Z1z° NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION N Who n:Cmw"' =xs,canhi"a"°°°TM°"'�ta top�e LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO z�c- W01 1 1 3060 36" 72" YES PIC _ _ _ _ _ _ _ Q Sead,,Camerii°a:Headc(s)m.ybrstppomdaah21 n6 c orhmgoaffim .&. iffi onrrakd Z ° 'I)ICI, W02 1 1 3060 36" 72" PIC r >�aere FLOOR HOLDOWN LOCATIONS. a W g W03 1 1 3060 36" 72" PIC 78 Ni 31o1i°a Q o a K TYPICALHEADER FRAMING Central:the,[:�e tt�y to rhst out-or•,,a"r-;�,Md,bW may Nro Ile used ro rc�,�-9ta�,e =w°°w W04 1 1 3060 36" 72" PIC 4 aaeailoa�fsoudcateduc�.�r .. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING J =,Zz'. ��a�,o W05 1 1 3060 36" 72" PIC - dl.uiow Upo wan 2.1 755 5 LVL:,roMruak,us bKVQM plate to top pkge o� w> rap e.a Hohomco,.e<ro.:c°onrrta cop pla�r o°dbo om per, 2.Lsso aodss. LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. "F Q W06 1 1 3016 36" 18" PIC wo7 1 1 3016 36" 18" PIC WINDOW W/6" POST HEADER LESS THAN 5' Ym Header Cew.errioa=Hrxde.(sl,n�hr aq�wned pith'_x 6zr.ner w hang on tlds aullran aiAh c°rreakd �� U 9augc a.ser per headn wi a o X=z a W08 1 1 3016 36" 18" PIC Cn So 1. ].rJgrr lie"r nia hta ALL CONNECTIONS TO BE SIMPSON OR EQUAL. N zw,0o C7� W09 1 1 3040 36" 48" CASE °o' O Ledger Srrem If cgamecdog m r®o heade m older cot an wood use sus az rods,spices a.d 1 f =F 0 0 o g o Q con I?'sparng Heomtueetog to shag,usr 2.SDsper Silk W10 1 1 2010 24" 12" PIC 15 00 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE co co p in Ledgercomecrion to R-9a: o 2�� W11 1 1 2010 24" 12" PIC N as J Rq/r¢sPepv derrfrn:Las xwLVLledger.mnhdghttomathrafters Applykdge rnrrwal CONNECTIONS AS WELLAS FROM TRUSS OR RAFTER TO BEAM w'twlt;o W12 1 1 2010 24" 12" PIC N o sbea6-.Use sm hang runs- - w azz CONNECTIONS. W 13 1 1 2020 24" 24" CASE ❑ HEADER LESS THAN 5' cd o t r hu&up CFw v7: Lrdga may be top tw d of ase tntss a rdla Lcdg[s rn he O z a Q o p W14 1 1 3040 36" 48" CASE I I tr z-,o .1do,:a In+.:s Pe,pe,rdrrrilrrr At lop ofmono tnrss,use coum.rous 2x Woking bawxeu ws,tops Haled a m O-z W15 1 1 3060 36" 72" YES CASE woegr.➢sb<ammgtosaidbackng.Atbottom .4sypaot—mess—;ot-nledgerperabo .o J ZOzoO (1)KING STUD FROM 4 w N-,I- W16 1 1 3660 42" 72" FIX CASE Q TOP PLATE TO hmgrt t°solid barking. v z m W17 1 1 3060 36" 72" CASE I I (1)TRIMMER BOTTOM PLATE Roof Etiaphragm-Correct r TdopttlWto leder orbiorUogg with 3dnag shad:or urea�s at 3"OC. � ��QpO w1 s 1 1 4040 48" 48" PIC (2)KING STUDS (1)TRIMMER z z o a z L_ 91 L Lecher-D-I&Msu ft Rim No FROM TOP PLATE TO z w ¢J¢ W 19 1 1 4040 48" 48" PIC BOTTOM PLATE Ledger.s:sr�•2k Pr iragrr r frost-mu as last= 7 e� W20 1 1 4040 48" 48" PIC (3)20H's@96" t Ledgercauaciw:Coo ettorma�1,SDSarLedgaLOKarmax.,24'OCaodnuhm3'.fends L o0pww W21 1 1 4040 48" 48" PIC soselolcmbeoF zd�00 lmgeh necessary i to peeeea�ion in rn,. a��°� W22 1 1 4066 48" 78" PIC Joist ca..err;a.:cat j°eta k�er w$h�1 hmger,anlro es wed R l gab aa�m saew s HI a w W08 3016 PIC W07 3016 PIC W06 3016 PIC W23 1 1 4066 48" 78" PIC h"g" efT"`-"" "'°— o00=o W24 1 1 4066 48" 78" PIC 2'-6"��3'-0"��4'-0"��3'-0"��4'-0" —3'-0"��2'-6" 82 L Ledger-Coorrete Artarbneat F z U I- W25 1 1 4066 48" 78" PIC Gases[She fo➢omrtg ssswnas st-lord ha,seers attached to.ledger.If piem are yvWwW by top z 5'-0.. 22'-0't 9a.ge haoExr ca mud s.k auanoo dapb ago i noire err snewra a e a to m"d a na kdg-L o m g W26 1 1 4066 48" 78" PIC aereraar}. Z?Z W27 1 1 3060 36" 72" YES CASE 3 Ledger.I'-c b,2.PT kdger a kast as Ua ss joists.For ucm-axe appl.dons may use mm,1.5's join = go W28 1 1 3060 36" 72" FIX CASE 27-0 Ag > LSL xLVL+vp wsurebme bex•emtea eroldc°gpetr PLAN AREAS �z 11 r C.-.6-Use 5 8'diameter x mom.4'¢abedae�,Ttm HD or wet-set bok ere sPcgg blow.NSm W29 1 1 3060 36" 72" FIX CASE WINDOW W/3 POST HEADER MORE THAN 5 4,Amce frow cen<er➢ne oFbok lop w boaam of kdger=275" W30 1 1 3060 36" 72" CASE G A, - foi¢s peon•(use 36'max�aoog,smggncd and nTfhm 8"vd sp&es sad mds,nth 3'x:S�. W31 1 1 2660 30" 72" CASE lo` P I-,4� fr't"s24'0=i erg'` e�Yed'�"*w4'l4f*�i0dewh,°I&�'x2iWASt MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL W32 1 1 2660 30" 72" CASE - Jate" Joist Cais+rtiaa=CnroM.tt-let to le n u'jtlt pand�d hot:te W33 1 1 2010 24" 12" PIC 92 Fs Fontog,Strip or Pad girl Po.y lt'all or Post a.d Beam Support W34 1 1 2010 24" 12" PIC Alt]•Strip Faariag wills F-a re all=C`utMp400tngadpurvwepperbebw BASEMENT 964 SQ.FT. INITIAL: Alt 2-scrip Footing pith Post a.d Ream:U.mip fc tiag and post and beam pc bdk . .W x W35 1 1 2010 24" 12" PIC Air 7 Pad Fooei.gs srilh Poet a.d l3.aw:Use pad footings and post and beam per bekw. W36 1 1 3016 36" 18" PIC HEADER MORE THAN 5' Strip Footing:l:se am..16'wide x 6'wl ccmtil—Fwtiog.Footogto a b-d I:"ma beyoodlast pot PAGE #: W37 1 1 3016 36" 18" PIC arendofporry-at" TOTAL LIVING AREA: 2,981 SQ.FT. CONCEAL FLANGE - Lwr�irurknnl Rrhor.•llxc 2,r4 coudmwus 3'fr-batt- was 1 0 3060 36" 72" CASE HANGER EA.SIDE �� (2)KING STUDS Fen}-sl'an:t;sr 2h4 stills m:4-coos all.�1 with a du cop plate and FT t d six.Alga usr posts AA W39 1 0 3660 42" 72" FIX CASE FROM TOP PLATE TO £ar pwar]Wads abax per plea Pnoy n-a➢Deed nor be sheathed Im[a shear ua➢.]Studs nerd nor lmr up BOTTOM PLATE GARAGE 843 SQ.FT. V W40 1 0 3060 36" 72" YES CASE H�;o;ats �� W41 1 0 3060 36" 72" CASE (2)KING STUDS (1)TRIMMER Cormrcr"rrdvh'wfootingw4hl•?"srr Seto IkmHDanch-wka e'2'-WacwgwAh3"con 3/31/23 FROM TOP PLATE TO embedmenm concrete.Or-powdn-.nuatrdpin pn Stm i d SWrh..l Spe,�,a.herrm at 36' W42 1 0 4060 48" 72" FIX CASE BOTTOM PLATE W43 1 0 4060 48" 72" FIX CASE Fo t...a R.n:(,se 4x4 posh at 5'»spacog and err poor load km-Pa plea wiffi s-&,d 24 ENTRY 110 S Q.F T. PAGE: W44 1 0 3060 36" 72" YES CASE h.rd.-tap and boatom P,car -min,4.10 W45 1 0 3060 36" 72" CASE Fad F-Iieg:At-hpog the®., ]6'gone e x 6'er• ab 2,�4 ea h way s'berm t artam W46 1 0 3660 42" 72" FIX CASE '°m`c°'tier°°` o=ssron`a°°orap�a �e'as"tam�`�errc ,: :mad or CA-A,°,L��,r�`5 '56A COVERED DECK 381 SQ.FT. code—W47 1 0 3060 36" 72" YES CASE 93 FP Fmeug,Pad ��z L W48 1 2 3016 36" 18" YES PIC " Footng:Ue ..24's F-e.Ttol. �� ' 11 of 19 Fin slab area,foatmg may be mam-posxed with slab m beiow'slab Ae ght may 6whtdr ELab twit f 7" ,.�LY , OPEN DECK 232 S Q.F T. W49 1 2 3016 36" 18" YES PIC e�5 povcd mo.olthiwly. Rh.:U.1,*4 each way,3'frombatom GENERAL NOTES DESIGNED BY: J. STERLING co N ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. o DRAFTED BY: � ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. J. BASS VERIFY HEADER HEIGHTS WITH SUPER. 3'0" 2'-0" 10'-4" 16'-11" 20'-101/2" 3 20'-01/2" 5 2'-9" ° 3 `{�2'-0" 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 AB �� OTHERWISE. 1/4" = 1i U.N.O. `� o 2 X 12 FASCIA �, 58B N0'-9" N DROP END TRUSS 586 N ALL INTERIOR WALLS ARE 2 x 4- 16" O.C. STUDS, UNLESS NOTED DATE w OTHERWISE. 12-23-2022 4 5.5x12GLB-EXPOSED o �7p T$M ��Q 5.5 x 12 GLB-EXPOSED 73P PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER00 a VENTILATION NOTCH AIR BAFFLE W/1"GAP m A6 a ♦ TOP @ 109 1/8"" r TOP @ 109 1/8"" 0 2 X 12 FASCIA N gm w 2 X 12 FASCIA = m �: 1 DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 03-29-2023 STANDING SEAM METAL ROOF MANU.TRUSS - o � w q6 LOCATIONS. 7/16"SHEATHING o o N to CD2X10IR FRAMING NOTES OUTLOOKER DROP END TRUSS 80L N O oil 2 X 12 FASCIA VENTED II 2jM SOFFIT 2X NAILER BLOCK REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. A KA STRIP VENT I COORDINATE W/MECH. & ELEC. FOR LOCATIONS&SIZES OF HARDI SOFFIT ��P co '1'`Q FOUNDATION/SLAB/JOISTS BLOCKOUTS. o PER PLAN � a � MANUF.TRUSSES 24"O.C. � � n � � STANDING SEAM METAL ROOF � - �� `° LL 11RD ROOF DIAPHRAGM FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SIDING PER PLAN w 2X SOFFIT BA0) i� CKING N w v = a 2 SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Z X DROP END TRUSS N ¢w 10'-4" z - o w w w O - Of 0 1.12♦ A6 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL METAL FLASHING T&G CEILING a x 4 a Z F 4 (� EXPOSED ROOF BEAM 2 A6 �V T Y z U) - p A6 b O N PRIOR TO THE FABRICATION AND INSTALLATION. 3 5.5 X 12 GLULAM A6 Z W c� ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED IIIa o z w BY MANUFACTURER N' J fn O CUO � w� o 5 ROOF EAVE DETAIL @ DROP GABLE TRUSS m _j Q 1:12♦ w FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE SCALE: 1/2=1' 00 •I J Lu N = a= AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE70 o€ w g 0- 1 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" A8 �? O g I BUILDING SECTION 1 m w o 0 Q D 20'-0 1/2" 2'-0" A� N - - - 0 X- OSB OR EQUAL. E. FZ-011 3'0" OHO o ai� ILL � w0 o - _j Q `' a O PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST z N LU = ° z 0-, LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO w w2EQ zQo � VENTILATION NOTCH AIR BAFFLE W/1"GAP ♦1:12 Q I 2 < FLOOR HOEDOWN LOCATIONS. e LL 1'-3" 0'-5" - W PLATE @ 168" - (n � o 2'-0° 2'-0° PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING PLATE @ 1091/8" HEEL@ 12" 1:12♦ LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. STANDING SEAM METAL ROOF MANU.TRUSS I- O - - E C0 HEEL @ 69-7/8" ILL: Z I 31 B CEILING TRANSITION BEARING WALL ¢ O 2 X 10 7/16"SHEATHING R-38 INSULATION Z o BEARING WALL U OUTLOOKER Q z - - - - - 71 P _ - - _ _ 71 P LL ALL CONNECTIONS TO BE SIMPSON R EQUAL. U) >> H 5.5 x 13.5 LB-EXPOSED 1P - - - - - - - - -- Li 11'-41/2' 2 X 12 FASCIA VENTED _ TOP @ 109 1/8 o x EIE HOL N INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE b� 13'-7 1/2" iv ill SOFFIT 2X NAILER BLOCK �� CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM J_ 2X6 WALL 2 X 12 FASCIA STRIP VENT 2 N 2 �[ Strwtar'alC'alloutba C.DYUiOlConstructlonCalclncfCCII OVERBUILD FOR a HARDI SOFFIT 4'1:12 A6 AB w c.s..EAf.--�lxp��e -&--ds�JS-d" p«�n�,�� PER PLAN �m I SIDING TRANSITION iv °' d PA Par.Sarliree D.ri� - --- - O 70 P >/1 Z�w si.4�ai n.-:Tmx ma yea a,boa he U "ffo� -2X DRYWALL BACKING 1:12♦ ° It FF' °�`"� co Frao:q:Trvssn u rlevx 2a'OC,mcx. a MANUF.TRUSSES 24"O.C. � �'� ° �� Ds.ka.¢:=P.-'&- a mdauaa or i-ja st mmwda ma'r acp ammdaua.s O DROP END TRUSS o: STANDING SEAM METAL ROOF w Fra.w.¢C:a..e ao.4t 9rp,prt. U SIDING PER PLAN 5/8"SHEETROCK o LL ° ° a° w n ,zpra,rci,a �" Q N 11 RD ROOF DIAPHRAGM v a° �w n3e rn ,.o af°xrorr rioa .. tt:.sA,aLsfo..•;ma a�.tm N i 2 X 6 WALL 1/2"SHEETROCK W m o x fD ° ° 4'-0"�� 00 R-21INSULATION aw TRUSSES HANG o� N iv N ° ° a Nib.8daS•- t�prooa.sagg�Dinp t9c,cazt N � ax FROM BEAM °9 T_ ° r r fttw9g u'.tpe kdgu ca6om,baxxrkss m.a Sd oewanag has a4'OC. o :Na re err raerwcca aasscs m teams a&,. Q O m m r >>M r ° r r r3 FD R m Duphr.p. \ U Sheaui.h:Wdh pim&24'm 19.2-OC,me mi.,24 oc taleQ APA Smrd-i-FI.-.ad-3'4•species � S � _ _ _ pfoup 3,or 78'spcdes grwp 4.May be O58 or ph•xnod W '/� Sheathi.¢:Wih joets at 1h'OC,tme ma,16 x rood APA Shad-I-h3wx,nin,19,5T bark Maybe LL v) ROOF EAVE DETAIL DROP GABLE TRUSS A8 N q C0 + BUILDING SECTION 2 a ° ° 4 ATT�A��Ess ! _ O @ 13'-7 1/2" Cl);� N N 2X6 OVER FRAME O5BcxplyvmodGoodf.245p0R'8L•360dfl Z W W M 5heathi.¢lare.r.cue 1 pr!lac_306.2.[(I) 4 2 X 12 FASCIA °° ° zo° a �,�am¢c�� sd,!,A-L�h a e dig° 'f.0 Q Q (0 SCALE: 1/2=1' a ° iz 3 a l 586 • ° AB Y a>ar> �a. -ac d- Q p co }. a 13➢n D k Diapb,. Lli (- > C7 �7�p -- - D.zkmg:t:....�d ra ded�pa a.r6..�,,�,,�„s.�•.�s•. Z U N `?' O� 71 P �j try D.rka",r>�.. I:..atar.wm. r_ nu. :�.s�¢ha� J J M Q z ' co N 0 5x12GLB-EXPOSED _ 2/ 7 c_K•n.p,aKxb°.apt,s�¢ nArdK�¢,*.=,=c,rcr:pbcmtsagmua Bi.r as r° a m N Q 0_ M W - -- - -TOP @ 109 1/8" and use S scrr"s pa sphccd cad STANDING SEAM METAL ROOF __ DROP END TRUSS � Q p Z = � 7/16"SHEATHING 12 Ln BEARING WALL 00 I o co DROP END IS FF Floor-r°.F1par l[aWos. H EEL VARI ES oo rn o cn \ei..Capri f}:raoasrr nos iba MANUF.TRUSS GIRDER TRUSS CV 2X12FASCIA Srr.p:i;seC516verfieffiLCapW*dW..tuc�waa�w�ge,Attahto a=droedop 1 5'-4" 11'-2" 1and b&,�-pat.FRA ahok -&-.as If snap rr8s-haadn or beam bd°rs,nodm b-dlc er bcam and wrap r ad bw-faecessary. -- Q I 2'-0" 4-7 Strxp Le.gth i:sr ti aSa toearh upper and I.-erode.]did total kagc4=2F�deph ado. ♦1:12 2 X 12 FASCIA 22'-6" em U erx•r¢bta •odabea.e.ma rom an -2s. A6 L7 Haidnn. Uj 2 X 12 U CV 1 Ah I-10.Idexn-Eehedded Strap Type FASCIA 2 X 10 a OUTLOOKER 11'-2" 14'-6" r STRIP VENT N headers Ah 2,IIAN.--Bari T,T. Q Default header material is DougFie No 2 or better s a.m...:tiseHI1L2 ah fi ens m d.g,aa®,2.t,ax,o yea�dn VENTED BLOCK nrrionc Es5 Lsh.raak:Fwerr. mess a�.assTn�rd=e.a aalr® ENCLOSED SOFFIT r 2x headers must be in tall oft erHation with fiat 2x nailed at bottom in"L"configuration ifr,s�a.a°a.,...s g•ao d"caa.e�,.,,m,1o•.,,a ,=�a°a�>�wa1 O a a N [-*-PER PLAN INDICATES 168"CEILING @ GREAT ROOM Default Trimmer,use 1,2x:or 20H or 21H use LUC;larger header use HUG or HUG4,UN4 A" "°e°` �°m ""h�`°" "'°"��`a"a a e W 77 .t .t.11io. ^' Default King Stud,opening 64Eeet wide and Was use 1,lull height stud each end{plate to plate) Ce.erat:Ihcse ar.snecaaar.�ap ra,° -ar-pie t.a Wads bw may as,ucasca w ails[za piw LL ` V Default King Stud.opening wider than 6-feet.use 2,full height studs each end(plate to plate.) 'g 'W&if.�d m`&'.1a°`°' Q 00 INDICATES 108"CEILING ALL OTHER ROOMS catmd•a• x6•`°°°ma°°sn°"°mpiat`mmppiaW. @ Trmaiuer,eacl.sd ICr.gSitrd,earh itaaaerce..eraia.:I4eader{s)maybcsoppnmaware2xtrimmerorhmgmmisrmioewithco.rcaka 0) Calivut Alin,ase Alt I ntin.use Alt E mm.,use (ifblaukvsc ddadt ead(ifibla^kiasc bra3cr rahk. � R-38 INSULATION 1.12 INDICATES OVER FRAMING ROOF dafmth ahev'e.} 'e u ll.tiaa ♦ ) ;0 @ 20H 2x6,"L"cor>fig 4x6 1-al loads if.n6caLed a cak-daua". z v J General:Thcsc erc spttE¢dmmh.to rdst ouhoF-plau uiod Way trio enay also be uscd[o rests m.pla.c 5/8"SHEETROCK a 21H 2xl0.'Lacon(ig 2-2x8 4x8 _ MWIM.2Lat�oL.1.t.,.�cSLvis.ra�o 5L t..OkItmkpp]eM. W W o� O 22H 6%S Z Top a°dao"°mC'oaaerr:o°Co,mnrer rop plaeaad bot°mpl.-M62,LSi0 andame"a. 1/2"SHEETROCK M eeaderr°...�°.:x�,a.t.laa.u. "pp�ed�e2.n�.,�amg��mnea."hr�.akd _ U� V O 23H 5"5x13.5 lulam 3 J v) 2 X 6 WALL i\l w J of ¢ ab L 1_4&e "B.rocDaphra� Lu - J ¢ q UPPER LEVEL WALLS & ROOF FRAMING B`ams L`"¢ef&".;h`°� mow`- ``° `.'" �°�'°°�° SDS �`°'� U � W h Default sawn material is Doug Fi r No 2 or betler. t 2 sp" u�:ene,°, k,-2,4DS pe and I- d N I- LL N • L.d.r C°...rr:o.m N'a< M Lu 0- N -ROOF DIAPHRAGM I S 11 R D TYP. Default glulam{g1},LVL,PSL materials-see Standard Structural Specs herein Default LSL is 1 5E, ¢ N Ui d X a Rnitws Pwyrva'ir..dmwamrhrL.k%Q..u.1.�ammmarr.Bas Apaar kd¢c ova vsad W 2 Q x 2,300 psi,min Fb_ rdcadrh�}L'x baeyas,p am rrdkcrs°n kd6ler � 2 o N -TRUSSES & LAYOUT PER PLAN, U.N.O. Default wal I connection.3"bearing i n pocket or on plate wdh min.,2 shds below. AmdW Ads ror Trorr Top Chwd.•Ledexrmast'e"d-d cdlas a-v 4-Leda m 6e 3 2 X 10 TRUSS TAIL DETAIL w o -INTERIOR BEARING WALLS INDICATED W/ RED DASH LINE De}auttendp°stconneclion LCE,ACE-EPCZ, ECCG1,nrsimilar yo 7,- `��` At,pp f-b-,ae�p�p , t b�rp�,abw a Ld U U 0 - though-A s16.6.g w s M badmg.Albanom char4 s,Wpm maov toss m Ir[-io ledger per abo+z.or SCALE: 1/2=1' C0 ♦1:12 Default corner post connection with rratered beams over LCE4,LCt 4Z,or RTC44. O U -EXTERIOR PONY WALLS AT ROOF POP-UPS ARE 1 PW TYP. Default mid.postconnection:LPCZ,PCZ,CCQ,orsimilar- 'a°pmt° Mb� 0 a Z r R"a Diaphragm:Co L roof�gpe to kdga a blorldng w•EE 8d ring dmk or sclrws a 3•tx. 2 Z o w 3 -LEDGERS AT LOWER ROOF TO UPPER ROOF ARE 80L TYP. Default beam beam seat O z Q Z s 8l L Ledger-^er.k 3"isty m Rio. A6 A6 Default beam to team connection:Hanger HU,HUC,HUCO or similar. Bear ontop,2,HGA10 N Led¢er:Lse>da,2x,PI le�c at lease as�¢as jdus. LL -FIREPLACE & CHIMNEY PER PLAN AND CODE. CwueetW(ifMORIc Led¢er Cd..eciva:Cm.enmtinurh$SDS or Lc erLDIC atavx., i'4C and v¢ho3 of cod A , W Callon[ :Ilia.,use Alt 1 vain.,use Aft I win.,use test deftA mbuve] Notes 0 `V and SpLtt3. L.L O SDS m Led9ffLDIC ro be of lm¢A...mary Let fiA peaehamoo m:m 306 5.5x10.5 gl dodo ca...rt:a.c°meeL j i.1.�kbh p%ha°ger.al hale,hued w�g'mA Cl) 3113 5.5x13.5 gl M S2 L L.a¢.r�Coar.s..11farL..r STANDING SEAM METAL ROOF 32B 4x8 r ua�gd>.„mod v;°w Pp..,eae,mp dos 3.5xl2AT91 5.5x10.5PTg1 HUC orHUCn � •°°'�*a.�19- �" 4-d4 1,.-dA,.°lme-i, 7/16"SHEATHING nK..rar, 1 2 Use min•5 5x10 5 trF glulem. 23'long Top of beam to be f ush with tap of gists Bear on flAf L.a¢.r t m a, pr c rp a aW..14 a;n Fa a°- e�p&aa°ns nK.a i s', AIR BAFFLE W/1"GAP h da LSLn L%I vh rani nor N,.wbepree°Irdg and r°n xr ♦1:12 418 width plywood slam as necessary.Connect to perpendicula r top plate or beam with A44 8#10 Ctm lim:S,sc 6 8'd-rer n min,4-m.kd.%1.co RD p act-sn bon tW.4bd-ern MANUF.TRUSS screws,each side.Conriectto post with standard post cap hardware. d[a.c fromcco trio ofhcn m t e o bo nr of trope=:'s 1 foists paraacL.0 36-mat spacing,slaggttid and+.imin 8•of spier and mds,,.�3'x IS xrbrr. R-38 INSULATION 428 Same as 41 B except at exterior post connector use CCTO.And place on top of lower wall top ki l`v`L'e b..k '-",v-W.mp,snWed a°d"emas eft*�and`°d`'°"h 3'..is HEEL VARIES DROP END urn plate and canned wish B"S05�max.,18"up through double lop phase. a°lsr ca..erti°.:co,.,res�szro kdeer"ah s�sdara 4Y FS Footi.s,Strip w Pad svL Pwt ME or Past a.d Beau 5.pport z� ALUM. DRIP EDGE �- - - GIRDER TRUSS 4hi-sr:;vFaati.=.HhPo,s,r3au:Ls seproor gadI>m•wall.M 6b . a �a Use min_,5.5x10.5 PT gluiam,-25'long Top of beam to be flush with top of joists.Bear on full ut x-st a Faor.g rah P°sr r w Bea,. cse sa pro« ampouamneampa tram.•. Z w o o GUTTER 71 P 71 P width plywood shim as necessary.Conned to perpendicular top plate or beam with A44&910 mt s-Paa F°o i.¢s an a°,r am Be—c egad aaa po.and beempn beW"•. / °z F 2 X 10 TAIL o d36 screws,each side,or LTP4.Bear on parallel wall II top plate and connect with 6"SIDS at 1 B' scrip F°°�x c e�' 16"ae a 6 a`° , .Foosog°e:eaa i r bey°.a n`p° C' ° U o max.,up through top plate into bottom�beam.Bear on top of 73P and connect with CCQ. ""ad p°° as'n ` w 2 z LL 2 X 12 FASCIA N - L-rgurdi,.JAab-L•se2,H.•-�•-�•-�• Kb-. o Po.y W.L lire 2.4>�m 24'-,pig ac "kh dmLle mp plan mid mEk III zm.d a Also we p°m a a U vi 4413 Same as 436 except-23'long. a po�loads abo epe p�Pm a+,u°red n�he d oohed{mt a nea war;s as aced oG ee op 0- z w o U w STRIP VENT VENTED BLOCK 2 X 12 FASCIA xYh°aft 10- a F o Z'0 4 456 5.5x13.5PTgl HUCOta73P co„-..,a�,�d,silo,�,,.ju,i:•xcL,a„r_ima..iro.hdn�,�•r�a..�w�h3•� ao rmbcdmervin conc,ex armor»a•.�+-acnwrcd P pox Stmd:d Sw.�w:l5pe.ifica6.,n hrr.in.r 36' 0 ti Y m ENCLOSED SOFFIT 5/8"SHEETROCK 4 A6 4 okaytn trim ends tp fit 5.5"wide Nv-a PER PLAN A6 A6 g Pax a.a dodo:L'c 4xa w d68 7x11.e PSL ^+��- 1/2"SHEETROCK boner pie,as>oasaamp�>oaaiaam.:p.rpa,,,d�,aaaa �- ham=a c wp aaa b°soma a�r c m a,4x 10. o X=z a ut 50B 1-5 x11.8 LVL or LSL z w U o� R-21 INSULATION 2 X 6 WALL a PaaFootr.�:o-e�hpn� .�.in s�rx6 aewah .shwa 3 s-0mb«nm. I �w� iv ¢ ? N U 518 2,1.7x11.8 LVL 3.5x11.8 PSL tce..ecria..c ajanmsramortoPparP.pa--=--�rcc.�- --aaa.r oF>oz 0 526 2,1.7x11.8 LVL 3.5x11.8 PSL 50� `_ N z w i° ¢ o cfl z 53B 5.5x10.5!0 Pa FP FwFo e:r Uaemia-2a•date x a•mE w F w w 02�� N a r } r p N 546 4x10 _ x fno ,.as he,esma-po.ted.yh ash«hdow slab.Heght mad m-�da sib hai�lr 2 a a O TYPICAL EAVE DETAIL 0 FP support. Upside down hanger to Behar lice 3,04 ry 3-from b.- 4¢U LLo 2 N o + + + 555 1.7x11 B LVL 46B ss s s�a�.a c sae �z o 0 o SCAL1 1/2"= 1' s.eiraa.:c,.,°_..alsnm,6stmareral mdr°9151,a ter ' v_J,aao�z 56B 1 7x11.B LVL a a®..a.d 6, n,e.,.a auek."�aSroe�car, � Z 0-z w 4 MANUF.TRUSSES 24"O.C. s°sin c°..�:a..c°ar. w.a-D°.° �.„�° °� . anaa°wa amp a��ma STANDING SEAM METAL ROOF 576 2,170 1.8 LVL 3.5x11.8 PSL -A.W w o z N= 58B 5.5x12 PT I rna.alah reed ar°°:1[av u e\PS a Fps rgdf .b mo.,2s p r a h�d �. o�¢Z� 11 RD ROOF DIAPHRAGM 9 rf- pn,xkmdr+two rm+°iartnnmNad nadtrz m�xatara NZoaZ 11 11 Joists bind Rtftm Slab TlIkkpts 1,w I-min''Mae Mkkm a cd¢cs arraure a kiti at coatiwmr b.ntickrn! z o -�UZ» PLATE @ 109 1/8" Default rafter or deck joist to beam connection is con'[or skip blocking and H2.5A,or H7,orA34 r as°°•dLnothn°t regmrd ��-a a HEEL @ 12" Neierorceaeee:Cse my the fo9pvro¢ oo z0 w w with screws. L.._;rzbar m+r oc.era w....rat teae lab. "d z z - - - Framed roof mrerhangs,eaves,outriggers,etc.use IRC-compliant construction. a cu.a wuefadi., k.wt.9.6 xs•Moak ca.zca in skb.spc. a mm a��Z.Z. 6y � - racrmcsh pn mami MANUF.TRUSS b o Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated(PT) xei i notch,.n,+ms.pe cabal yam. z m Z a o 2 X 12 FASCIA C"r.,r. - stax�a�rrr dapaaag=s'OC,eachway.Tbo saap.-w wa,o<m add o 0 o F STANDING SEAM METAL ROOF aa•.he 2�gaa._v_,»•owne a.a�� d ig ! >zu- Default sawn face mount hanger is U•LU,LUS,or if slo ed rafter use LRUZ a o 5'-0" 22'-0" P ■,par Ba ye:su�a r a and,6 ma,p a ti van x w us ae;o a or sue. a s a now-savrm a w_ 7/16"SHEATHING 12 0'-9"` 0'-9" Oefa ut sawn top flange hanger is J BA,LB,BA,of B{welded app,use LB,BA,or B} iem aaa mnY he dx°aa¢ed n•D"�w artiacord dt n. O Z z AIR BAFFLE W/1"GAP 1 27'-0 2 Any national I Dist brand,a ual or stronger may be substittxed =z'z' o A6Midst roof overhangs,extensions,outriggers,and cantilevers shall per per mantdacturer's PLAN AREAS o HURRICANE TIE recommendabans. Default Hoist face mount hanger is IU5 a MIU Default l-joist top flange hanger is ITS,Hfr,ccMfT yWAS t,� MAIN FLOOR 2,017 SQ.FT. OWNER APPROVAL ALUM. DRIP EDGE _ _ _ - - R __ - - - - - - - - - � Connector[E61aok l�1 �f� /`t GUTTER 2 X 10 TAIL Cagoht NOR-Use atrl mu,ose Alt arm..hse usedefautt above) Notes G' 601 11.8BC16000 upside down hanger to46B * BASEMENT 964 SQ.FT. INITIAL: 2X12FASCIA T&GCEILING 61J 2x6PT015" 2x8PT@15" X PAGE #: EXPOSED ROOF BEAM Defauttmaterial is Doug Fir fVo2orbetter. TOTAL LIVING AREA: 2,9$1 SQ.FT. STRIP VENT Default bottom connection on plate:2,A34 with TECO orscrews,or4,16dface nails. ENCLOSED SOFFIT Default bottom connection on beam:2,A34 with TECO or screws,orPCZ. PER PLAN Default bottom connection on concrete:PB,orAB,cr ABU,orABW,or CBSO GARAGE 843 SQ.FT. Altemate bottom connection on concrete:#5 rehar or 518"all-thread,epoxy 6"min.into post putt 3/31/211 �' A 7 and 6"min,embed in cone.ConC embed may be wet set or epoxy. Coaa.ert.n(d blank 24 ENTRY 110 S Q.F T. PAGE: Callon[ ]tiu.,use Alt 1 min.,use Alt 2 min.,nee use e) Notes 1 2 X 10 TRUSS TAIL @BEAM DETAIL 71P 3-2x4 2-20 4x6 70P 2-2x4 4x41� ta.�,LC �`5E.q►� COVERED DECK 381 SQ.FT. SCALE: 1/2=1' PT 73P Bx6 5"5x5.5 PTglulam `� �,i_L��Z1L 72P 3.2x6 Bx6 4-2x4 12 of 19 74P 4x6 PT -1-reAks ONLY . OPEN DECK 232 SQ.FT. 75P 40 PT ASSEMBLIES AND FINISHES DESIGNED BY: NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR J. STERLING M MAX BUILDING HT. PER ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. o DEVELOPMENT HT. RESTRICTION468� - STANDING SEAM METAL ROOFING DRAFTED BY: a; - - - - - - - - - - - - - - - - - - - - -VENTED RIDGE OR ROOF TO WALL VENT 1 1 OVERALL�466.87'1 - ROOF SHEATHING PER STRCTRL. J. BASS BUILDING HT. co - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. - MFR. TRUSSES 24" O.C. m 2 - HEELS PER PLAN „ _ 12 - R-38 INSULATION 1/4 1 U.N.O. 1 1 - 5/8" GWB CEILING - - - - - - - - - GREAT ROOM - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ DATE o 12 GREAT ROOM 4 - - 1 UPPER WINDOW HEADERS Z 1 UPPER PLATE HT. - CEDAR LAP AT ENTRY. 2-23-2022a2 @ GREAT ROOM 1�1 - 5 - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - � - - - 4 - - - - 03-29-2023 2 - CONTINUOUS ALUMINUM GUTTER _ _ _ _ _ 2 X 12 ALL FASCIA WATER MASTER BATH MASTER BED 11 DINING 5 MAIN FL. CLOSET- _ _ _ _ _ _ _ _ _ _ _ _ _ PLATE HT. 10 TYP.WINDOW HEADERS o NOTE:VERIFYALL HEADER -T&G @ EXTERIOR DECK/PORCH CEILINGS HEIGHTS WITH SUPERVISOR N 5 -VENTED HARDI SOFFITS @ OVERHANGS co71 M N co 9 71 010 _ _ � - � - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. o 14 N - PRIMED SPRUCE INSIDE CORNERS k - �, N 9 -X METAL OUTSIDE CORNERS (D © -VERIFY FENESTRATION TRIM rn 9 Q) - FIBER CEMENT PANEL SIDING 6 IIIH 11 11 11 11 - PRIMED SPRUCE INSIDE CORNERS ill Hill - - - - - - - - - - - - - MAIN FLOOR 449' -X METAL OUTSIDE CORNERS s 12 5/8"FLOOR SYSTEM 7 Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PLATE HT. -VERIF FENESTRATION TRIM CRAWLSPACE BEDROOM 1 REC ROOM CLOSET BEDROOM 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIBBEDMETALSIDING (VERTICAL) � TYP.WINDOW HEADERS NOTE:VERIFYALL HEADER -VERIFY INSIDE CORNERS HEIGHTS WITH SUPERVISOR ® -VERIFY FENESTRATION TRIMC ° 9 � - 2X6 WALL FRAMING AT EXT. WALLS e 10 10 10 10 7 9 - R-21 INSULATION @ COND. WALLS �., °' ❑ - 1/2" GWB INTERIOR FINISH I - SIDING PER ELEVATION 21 -TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING - 1/2" GWB FINISH N AV!G�RADE440'RG. O -VERIFY STRUCTURAL PER PLAN J U) - - - - - - - - - - - - - - - - - - - - - - - - - - BASEMENT FLOOR 438.85' - BEAM PER STRUCTURAL - NATURAL FINISH IF EXP. B) - 6X6 PT POST PER STRCTRL. W/WRAP E 0 - CABLE RAILING ON DECK y CRAWLSPACE =m= 2 - 36" HIGH TO CODE 0 -=T-T—T=m=m - COMPOSITE TREX DECKING CV m=m=m= L m=m= cN }, 1=m=m=m=m=m ,� 3 -TIMBERTECH AND COLOR T.B.D. ap cn m-m=m=m=m=m=m=ill m mmmmmmmPT. JOIST 16° o.c. 0 mmmmmmm- _ _ _ _ Q m-mmmmmmmmmmmmmmmT_T_T1 ___- =m=m=m=m m=m=m=m=m=m=m=m-m- - _ _ _ _ - _ - - - � - mmmmmmmmm -4° CONC. SLAB O W E' 1 m a-1 - L� w � N m=m=m=m=m ❑ - R-10 ENTIRE SLAB ON GRADE @ CO ND.D.AREA M m-m-m-m- �4 z o w w � m=m=m=m=m=m=m=m=m=m=m= - m=m=m=m=m - �=m=m=m=m=m=m=m=m=m=m=m=m =m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m= =m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m= m=m=m=m=m= ~ m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m= m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m =m=m=m=m=m Q Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co -m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m -LIii m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m- -m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m- m-m-m-m-m- w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � O .. rn m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m- -m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m- -m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m -m-m-m-m-m MAY NEED RETAINING WALL AT NORTH SIDE un =m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m= =m=m=m=m= o ? v w N m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m= =m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m= =m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m=m m=m=m=m=m DRIVEWAY _ J 00 z -m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m- - - -m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m- -m-m-m-m- � Q p Do - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 _ Q z Lug m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m-m m-m-m-m-m CUSTOMER WOULD PREFER ROCK WALL VERIFY o = cfl -111-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-TI1-Tfl-TI1-TI1 TI1-TI1-Tfl-TI1- m (V Q 0- c ) BUILDING SECTION 1 w U � MAX BUILDING HT. PER 468� z Q DEVELOPMENT HT. RESTRICTION - - - - — — - - - — — - - - — — - - - — — - - - — — - - - — — - - - — — - - - — — - - - — — - - - — — - - - — — - - - — — -1 — — — - - - — — — - - o W N - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ovERALL466.87' N BUILDING HT. z Q 00 Q m 12 w W V -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o cn 6 1 12 GREAT ROOM UPPER WINDOW HEADERS U � w 4 1 UPPER PLATE HT. - - - - - - - - - @GREAT ROOM 5 I 4 U J U O -- - - - - - - - - - - - - - - - - - - - - - - 2 11 2 11 - - - 2 W U ' MAIN FL. O _ _ _ _ PLATE HT. LAUNDRY 10 MUD 1 0 110 10 -ROOM GREAT POWDER KITCHEN PANTRY TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER_ � N Q o HEIGHTS WITH SUPERVISOR 0- ROOM ROOM 00 N M co co T 3 0 - 0 NN 9 I . 9 9 0 bo N LA QQ •, 14 — — 0008 - - - - - - - - - - - I IRAA1N FLOOR 449 o°w� Ulu12 5/8"FLOOR SYSTEM z W�_° - - �' - PLATE HT. a2'U� _ _ __ _ _ _ O ?w° w - - - - - - - - - ��Q?o TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER Y m HEIGHTS WITH SUPERVISOR NN�ao =Na�w U ZO awwa xxza w CRAWLSPACE STAIRWAY HALL CRAWLSPACE 3zw UNNU'-DD oo w w� O ui NOz=¢ 0o HO�F� � w.ww0 � w3azz 11=11' ¢ $T II III III IIIIIII ° --1 .0 IIIIIII ♦^ a? o II III III-III v 1OZUO 11=III=III=III=11 9 9 a 8 Z.m Q I I-IIIIII-III �' W o z W.� =1 =1 =1 =1 AVG.ORG. z o 3 ENO: _-N� I-III III=1 1= 440 Z Z g-Z GRADE N o- -III -IIIIIIIIII 0 o>`j- I-III-III III III III III I Q wozaa -- - - - - - - - - - - - - - - - - - - - - - Ir l It lit lit - - - - - - - - - - - - - - - - - - - - - - - tll 11=l it l It - - BASEMENT FLOOR 438.85 =1 =1 IIIIIIII1 =1 =1 N a°z z =1 !! =1 a -1IIIIII=1 J z w°o 0 3 1�N° I-III-III III -I I I I I I I I I-I I I N-o =111 III=III-III` l=III=III=III=11 PLAN AREAS z~Za 400x zoz r =1III=1I I-III-III-III-III-III-III-I I� I� I� h I� i� I� I� I� I�I I�I I� I� I� =1 =1 =1 =1 D m Q o o 2 m o 11=III=III= = �il =III=III=III=11 w"o I=1 I_—I Mil -1 -111=1,=!i= = =1 !I-1II-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 I� I� I� I� I� I� I� h I� I� I� I� I� I� I� I� I� I� I� I� I� I� 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� -pI-1 I� II__'II,- III=1 I1=1 I1=1 I1=1 Z a z 11=III=III II=III=III=III=11 MAIN FLOOR 2,017 SQ.FT. 11=III=1. 1=III=III=III=III _- II-III-_ I-II1-11!-111-111-111-111 -_„ I11-111-111-111=11 I I I I I I 111=111=111=I 11=III 11=III=III III=III=III=III=III=11=1 1I1=-==11-IIIIII=-=111-=1III=-=I11 1I1I1I=-=111-IIIIII-=111III=11III=11III=11-III 11-1 1 = = = = _ - - = = = BASEMENT 964 S Q.FT. =III=III=111=III UI= 1 OVAL 1110 11-111-111-111- OWNER APPR 1--1--I-- 11 111-111= I II� I� I� I� I I� I� � I� I� _ -111-111-111- 1 1 1 111 1 1 1 1 1 1 1 1 1 II II� II II_II_II_ I_ I_ I_ I —1 -1 == I=1= TOTAL LIVING AREA: 2,981 SQ.FT. INITIAL: It I Ig I Iq I I - - - - - - - - - - - - - - - - - - - - - -_ _ _ _ _ _ _ _ _ _ _ _ _ - -III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I — — 11=III=III- - - - - =III=III=III=III=III=1 1=III-II•-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= 1- 11=III=III=III=III=III=III=III=III=III=III=III=III=III=111=111=III=III=III=III=III=III=III=III=III=III=III=III=11 III=III=III=III=III=III=III=III - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PAGE #: 11=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=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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=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=11 - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GARAGE 843S .FT. I Q 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=III=III=III=III=III=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 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 II_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 II_I II_I II_I I_ _ �-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_11,_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_111_I 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_11 I 11=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=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_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=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=I I I 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I I I_I I I_I I_111=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_,I I_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 1=III=I I I_I I I_I.._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_ 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=1 I I=1 I 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=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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 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=1II=III-iII=ill=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=Ili=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=1II=III=_1II III= -III=III=III=III=III=III=III=III=III=III=III=III=III=III 11 ENTRY 110 SQ.FT. A8 COVERED DECK 381 SQ.FT. PAGE: OPEN DECK 232 SQ.FT. BUILDING SECTION 2 13 of 19 ASSEMBLIES AND FINISHES DESIGNED BY: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAX BUILDING HT. PER 468' DEVELOPMENT HT.RESTRICTION NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR J. STERLING M ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. No 12 OVERALL 466.$7' - STANDING SEAM METAL ROOFING DRAFTED BY: ai ] L�l 2 1 BUILDING HT.v J] -VENTED RIDGE OR ROOF TO WALL VENT N L� I - ROOF SHEATHING PER STRCTRL. J. BASS co ---r----- �;'', '-- - 5 _ - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. 1 - MFR. TRUSSES 24" O.C. 2 4 - HEELS PER PLAN a) 2 - R-38 INSULATION 1/4" = 1' U.N.O. 0) 12 1 12 UPPER WIN OWHEADE s - 5/8" GWB CEILING DATE o IN- - - w 1 1 1 � 12 UPPER PLATE HT. z 2 1 1- - - @GREAT Roots - CEDAR LAP AT ENTRY. 2-23-2022 a.- - - - - - - 8 1 - - - - - - - - - - - - - - - - - - - - - - - - - 1�1 2 :- r,r F--_- - a 4 2 _ �" - - -- - - 4 - _ - - - - - - - - - - - - - - 03-29-2023 -- - AL - -®- - - - - - - - - - - - - - - - CONTINUOUS ALUMINUM GUTTER MAIN FL. 5 9 MASTER BED HALLWAY -MUD ROOM- GARAGE 5 141 - 2 X 12 ALL FASCIA - - - - - - - - - - - - - - - - - - - - - - - - - - PLATE HT. 11 1 O 9 NOTE:VERIFYALL HEADER TYP.WINDOW HEADERS o HEIGHTS WITH SUPERVISOR ] — N N -T&G @ EXTERIOR DECK/PORCH CEILINGS M N -VENTED HARDI SOFFITS @OVERHANGS 7 0 Is W N 120)_ - o - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. m N - PRIMED SPRUCE INSIDE CORNERS F_�] -X METAL OUTSIDE CORNERS (D x%Ilti I / ° -VERIFY FENESTRATION TRIM 0 W E 13 15 1 1=11 MAIN FLOOR 11 I IL 449' - FIBER CEMENT PANEL SIDING o a a a --—— _—---------------------—————————— --------------------------------------------- - PRIMED SPRUCE INSIDE CORNERS MUMMLMUM - 12 5/8"FLOOR SYSTEM 8 - - - - - - - - - - �a _ - - - - - PLATE HT. 7 -X METAL OUTSIDE CORNERS - - - - - - - - - 5 CRAWLSPACE - - ° _ ❑I_ITII�III=1 _ _ _ __ -VERIFY FENESTRATION TRIM x Ill 11 II TYP.WINDOW HEADERS 70 � -III-III-III=1 NOTE:VERIFY ALL HEADER =III=III=III=III=III=III - RIBBED METAL SIDING VERTICAL i 11I I11 III1 11 II11I1 iI=III= 11 11I11I1r= 1ll11I=III= II11II 11II iII007=011�11IEzlll�zlll -I_=I_=I_=III=I =1 HEIGHTS WITH SUPERVISOR (VERTICAL) 1- i- - - - - - - - - - - - - - - - - -,I- =III=III=III VERIFY INSIDE CORNERS N„ ,,1, _ : . , -,_- . =1I1=1I1=1II=1II=1II=1m- " - _ -III-III-III 141 -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=III=III=III=III=III=III=III=III=1 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=1 I=1 I=1 I=1 I=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =111=1I1=1I1=1I1=1I1=1II=1 I=1 I=1 I=1 0 - - - - - - - - - - - -- - IIII=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111E111E111E111E111E111E111E111E111E111E1I1=1I1=1I1=1I1=1II=1II=1II=1II=1II=1 -. -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 co - - 2X6 WALL FRAMING AT EXT. WALLS 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=1 � 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=III=III=III=III _ W -1 1=111=111-111EIz I_III=111=111=1II-III=III=III=III=III=III=III=III=III=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1II=1II=1II=1 R-21 INSULATION @ COND. WALLS 11 B 12 _1 < - _ _ _ _ _ 111-111E111-111EI II=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111=111=111=1II _=1_I=1_I=1_I=1_I-I_I 1=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I I=1_I 1=III-I_I 1=1_I I=1_I I=1_I I=1 1�1 1/2 GWB INTERIOR FINISH E = _ _ _ _ _ _ _ _ _ _ =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III o ° =111=111=I I I=III=III=III=III=III=111=111=III=III=III=1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1=1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1-1 I1=1 I1-III=III=III=III=1 - SIDING PER ELEVATION EVAT I O N --III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=1 I1-III=III=III=III=III=III=III=III=III=III _ 21 =III=III=III=III=III=III=III=111E111E111E111=11I III=III=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=III=III=III=III=III=III=III=III=III=1 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=III=III=III=III=III=III=III=III=III=III=III-III AVG.ORG. , „ 1=111E111EIII=III=III=III=III=III=III=III=III=1I1-III=III=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=1I1-111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=III=III=III=III=1 440 1/2 GWB FINISH ti 11=111=1 I=1 I=1 I=1 I=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I I=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I I-1 I=1 I=1 I=1 I=1 GRADE 0 13 1 O -VERIFY STRUCTURAL PER PLAN I=111E111EIII=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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 , ❑ .. - - - - - - - - - - - - - ttl 111 111111=11r I Ifi Ilt Itt rfi tl 111 111111=11r I Ifi Ilt 11t rfi tl 111 111111=11r I Ifi Ilt 11t rfi tl 111 111111=11r I Ifi Ilt 11t rfi tl 111 111111=11r I Ifi Ilt 11t rfi tl 111 111111=11r I Ifi Ilt 11t rfi tl 111 III - - - - - - BASEMENT FLOOR 438,8rj w =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=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I-111=111=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 J d 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 - BEAM PER STRUCTURAL LL _. I I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I=I I I=1 I=I I I=1 I1=1 I I=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 - NATURAL FINISH IF EXP. 1=1III=III=III=III=III=III=III=III=III=III=1I1=1I1=III=III=III=III=III=III=III=III=III=III=III=1I1=1I1=III=III=III=III=III=III=III=III=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 Ell: 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-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 B - 6X6 PT POST PER STRCTRL. W/WRAP E I=1 I I=1 I I=1 I I=1 I1=III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I1=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 I1=III=1 I I=1 I1=III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I1=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 I1=III=1 I I=1 I1=III=1 I I=1 I1=III=1 ) O 11 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 I1=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 I1=III=1 I I=1 I1-111=111=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I1=1 I1=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 I1=III U 11 B 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 11=1 11=1 11=1 - CABLE RAILING O N DECK 11 III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I1-III=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 I1-111=111=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I1-III=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 I1=III=1 I I=1 I1-III=III „ -1 1=111=111=111=111=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111E111E111E111E111E111E111E111=111=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111=1 12 - 36 HIGH TO CODE 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 ❑ - - - - 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=1 T_ U - - - - = = = =111E111E111E111E111E111E111E111E111=111=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111 - COMPOSITE TREX DECKING N � - III=1 I=1 I=1 I=1 I I=1 I=1 I=1 I=1 I=1 I=1 I1=1 I1=1 I1=1 I=111=1 I1=1 I I=111=1 I1=1 I=I I I=1 I1=1 I1=1 I1=1 I1=1 I I=111=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I I=111=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I=111=1 I1=1 I=I I I=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I I=111=1 I1=1 I1=1 I1=1 I I=1 I1=1 I I=1 I I=1 N L -I III=III=1 I1-111=111=I I I=111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=1 I1-111E111E111E111E111=111E111E111E111E111E111E111E111E111=111E111E111E111E111E111E111E111E111E111E111E111=111=111=111E111E111E111E111E111E111E111E111=111=111=111=1 I1-1 I1-111=111=111 -T I M B E RT E C H AND COLOR T.B.D. }' = = _ _ =1. -1 III III=III=III=1I1-III=III=111E111E111E111E111E111E111E111=111E111E111=111E111E111E111E111E111E111=111=1I1=III=III=III=III=III=III=III=111E111=111=III=III=III=III=III=III=III=III=III=111=111=III=III=III=III=III=III=III=III=III=III=111=III=III=III=III=III=III=111=1 „ M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - [�� _ m c III=III=III=III=III-III=III=III=III -if-i=iii-iii=iiI_11=111=III=III=III=III=III=III=III=111E111E111E111EIII=111=I II=III=III=III=III=III=111EIII=111=III=I II=III=III=III=111E111E111E111E111EIII=111EIII=III=111E111E111E111EIII=111=III=III=III=III=III=III=111EIII=III=111E111E111E111EI II=111EIII=III=111E111EIII=111=III=III=III 2 X 8 PT. JOIST 16 O.C.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a 0 =11=III=III= =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=III - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cn III=1 I I=1 I 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 �� O - - - - - - - - - - - - - - - - - - - - - - - - - - - EziII - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -4 CONC. co - - =III=III=111- =111EIII=III=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III O ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w aD 11=III=III=III=III=III=1� -'- - - � �� =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=IIIIII=III=III=III=III=IIIIII=III=IIIIII=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=IIIIII=III=III=III=III=IIIIII=III=III=III=1 _ LL (n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R-10 ENTIRE SLAB ON GRADE COND.AREA III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III-III_III_III_III_III_III_III_III_III_III_III_III_III_III_IIIIII_III_III_III_III_III_III_III_III_I I I_I I I_I I I_I I I_I I II 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_IIIIII_III-III-III_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 Z W U) 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 I1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 14 _ 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_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 1= =III=III=III=III=III=III=III=III=III=III=III=III=III=III=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=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=III=III=III=III=III=III=III=III=III=III=III=III=III=1 a =III=III= 11=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EIII=III=III co 1II=1II=1 JEII1=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1 O - N _11=III=III=III= =111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI II=III=III MAY NEED RETAINING WALL AT NORTH SIDE cn =1 I I=1 I I=1 I I=1 I I=1 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 I1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 p Z w N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRIVEWAY J - 00 Z � _III_IIIIIIIII-III- IIIIIIIIIIIIIIIII-IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII_IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII_III_III_III a— _ � DO =1 I. I=1 11 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 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 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I=1 1 -11111- - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 - CUSTOMER WOULD PREFER ROCK WALL (VERIFY) m � oQ � M � � CNN 1=111=11 - 1=111=111= 111=1 I I=1 I I1=111=I I I III=III=11 BUILDING SECTION 3 W U � MAX BUILDING HT. PER ' z - - - - - - - - - - - - - DEVELOPMENT HT. RESTRICTION N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O WAN OVERALL 1 12 1 BUILDING HT. 466.87 z Q � 00 5 - _ -- - �Y - � U) Q 2 "- 4 z w w 3: - - - - - - - - - - - - - - - - - - - - - - - - - - �F _ �/•� @ GREAT ROOM w - - - 5 - - - - - - - - - - - - GREAT ROOM /J ct 0 V) UPPER WINDOW HEADERS U E Lu 12 � �J- � 1 1 � J � � v ❑ �❑I1❑ ❑L❑IC❑- 4 w Q o U 5 � .�_ - - - - - - - - - - - - - - - - - - - - - - - - - - � � Q 5 MAIN FL. 5 O - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - PLATE HT. 0� 3:N co Q n 11 11 TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER 0- � (� o HEIGHTS WITH SUPERVISOR O N -sue- � - N - (V M 8 O c N N N 12 - o . bo pp 6) N f 9 9 ❑ ` `0 13 --- _ - o00U 14 , ; _ (� U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ./ MAIN FLOOR 449' , o N w 0 0 0< 11 11 11 12 5/8" FLOOR SYSTEM 11=111-111- w2o PLATE HT. - - - �- III= - O (9Zovc III III III II L III II III t III III �H II w ow �KZz-, — - — — — — — — — — — — — — — — — - E<W O TYP.WINDOW HEADERS - �Nc Qm NOTE:VERIFYALL HEADER - �� ,a i'- w'-�- _ ` Q o I=1I I=I --II- III III III III III III-1I I=1I III III III III I I I I I III-III 1 F w w HEIGHTS WITH SUPERVISOR - zawwa Oxxza U Z. U'D N- N 3 w -. - - - -w x> z III— II - -1�III 'iI II Ili =�,00 1= - 1=I I Ezi I-I I-I I I-I I I-111E111E111E111-111EI I I-III-III=III=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=I I I- n Z W. - 00 1 ❑ 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—I w N'- ' _ _ _ _ _ _ _ _ _ _ — - l I I I=111=1I 1-11 I-111=111-111-111E111=111-111-111-111-111-111-111-111-111-111-111=111-111-111-111-111-111-111-111-111-111-111=1 I 1 W?w w o 60 I iz1 i I Fz�i I Fz�i I Fz�i 11=11—I I Fz�i I Fz�i 11=11—I I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I—1I 1=11—I I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I Fz�i I I W 3 W cD w -o� . _ _ II1=1I1=1I1=III=III=III=III=III=III=III=III=III=III=111E1I1=1I1=III=III=1I1=1I1=1I1=1I1=III=III=1I1=1I1=III=111E111EI I=I I=III= (o w F a a z - lll -I I III 11 I-III-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-I I Fz�i I Z a O.'o v I- - I -111 I11=11 111EI I I=111=1I1=1I1=III=III=III=III=III=III=III=1I1=1I1=III=III=1I1=1I1=III=III=1I1=1I1=III=III=III=III=1I1=1I1=III=III=III=III=1I1=1I_I= q-<W 0.0 I - 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 z w I_O I -IIII III=11 111E111E111E111E111EI I I=111EIII=III=1I1=1I1=III=III=III=111=1I1=1I1=1I1=III=1I1=1I1=1I1=1I1=1I1=111E1I1=1I1=III=III=III=III=III=1I1=1I-I= 8-0 Z W o 1 =_________=__ 11=_ I I=11 III III=I I I1=1I 1=1I 1=1I 1=1I 1=1I 1=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=11 I V Q w w I=11 I=11 I=11 I=11 I=111=111=111=111=11 I=111=11 III I I-11 III III=11 I I=11 I=11 I=11 I=11 I=11 I=11 I=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI I I=111=III= O�O m ,'' - - - - - - - - - - - I I I=111=I I=111=111=III=III=III=III=III-11 111=11 11 III=11 III III=11 I=11 I- _ _ -1I 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=11 '°=z w' = 1=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I II=11 III 11 I=11 III III=11 III I I=1 AVG. ORG. =I I=I I=I I=111=111=I I=I I I=I 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 II- z z z Z Z 1 1 B 9 1 0 111E1I1=III=III=III=III=III=1I-1-=__ - _ - - _ - 4�Q.ilII_=III=II_=II_=_11=11111=11-I=11-I=11-I=11-1=11-1=11-1=11-I=11-I=11-I=11-I=11-I=11-I=11-1=11-1=11-I=111E111E11-1=11-1=111 0<- =1 I=111E111E111E111E111E111E111E111=111=1111=1I III I1=1I III-II1=_=1I 1=1 GRADE -II1=1I1=1I1=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1I Fz 1iI- -W a� - - - - - - - - - - - - - - - - - - - - o.z>13 � III-III-III-IIIIIIIII-III-III-III-III-III III-I I III III-I -III-III-I I III I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III W o Z a a-I I-III-III-III=III=III=III=III=III=III=III=11 III I=11 III=III=III-III =1 _ _ _ _ _ , III-III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111=111=111=111= - - - - - - - - 111E-=-�11 rt11 11-11 r II I_I r 11_t_-_-_ _- _-_-_-_- _ BASEMENT FLOOR 438.85 1 1=1I 1=1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I N a Z Z -III=I I I1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1 1=1I 1=1I 1=1 1=1I 1=1I 1l! 11=1I 11=1 =___________ _ 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=1I 1= z w o o O 1 11=111E111EI I I=111=11 I=11=111E111E111E111E111E111E111E111E111=111=11=I I II I I I=111=11 I=11 I=11 I=11 I=11 I=1I 1=I I I=I I I=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI I I=111=11 .O O O .6 - 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1I Fz 1i I z I I I= a w�m w ,, _ _ _ _ _ _ _ = _ =I 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=11 I=11 I=11=11=11=11=11=11-1I 1-1I 1-1I 1-1I 1-1I 1-1I 1=111-1I 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=11 Z F Z Q O =Ili 111-1I I-111-11 I=11 I=11 I=11 I-III=I I Izz!! -1I 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=11=11=11=11=11=11=11=11=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=11 I-11 I- 0 0 o x 1 I l i=I I I=I I I=I I I=111E111=111=I I-1I I-1I 1=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 PLAN AREAS a i o z III=III=III=III=111=111=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= X<0f o 111=111=111-1I I-1I I-1I 1=111=111E111-111-111=111E111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11-1I-1I-1I-1I-1I-1I-1I-1I-111-111-111-111-111-111=111E111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11 O o m a _111-1I I=11 I=11 I=111-1 11=111=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 I=11 I=11 I=111=I I=I I I=III=III=III=III=III=111=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= Z z Z� 1-III=III=11 I=11 I=11 I=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=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III co w< o =1I Fz 1i I=111=1I=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1I Fz 1i I=111=111=1I Fz 1i I=111=111- MAIN FLOOR 2 01 7 S Q.FT. x 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=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III ' N- 111=111=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111E111-111=111E111E111E111E111E1111E111E111E111=111E111E111E111E111E111E111E111E111E111E111=111E111E111E111E111=111=111=111=111=111=111-111=I I I=111=111=111=111=111=I I I=111=111= =1 I I I=1111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111-111=111-111=111E111E111=111=111=111=111=111-111=111=111E111E111E111E111E111E111E111E111E111-111=111E111E111E111E111E111E111E111-111=111-111=111E111=111=111=111=111=111=111=111=I I 11 B -III i III III=III I =II1,, I I=I III III III=III=F III=III=III=III=III=III=III=III=III=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=III=III=III=III=III=III=III=III=III=III=III=III=III=III= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BASEMENT 964SQ.FT. 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI I I=III=III=I I I 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1I Fz 1iI=1I Fz 1iI=1I Fz 1iI=1I Fz 1iI- OWNER APPROVAL I 111=111=IIII=IIII=III= _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _111=111=111=111=III=111=111=III=111=111=III=III=111=111=111=111=III=111=111=111=111=111=111=111=III=111=III=III=III=III=111=111=III=III=III=III=III=III=111=III=III=III=III=III=111=III=III=III=III=111=111=111=111=111=III=111=III=111=III=III=III=11I I 11=11=I 11=I-III=11=1I 1=I II=I I I=11 I-I II=I II-III=III=III=III=III=III=III=I I=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=I I I=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= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOTAL LIVING AREA: _ _ =III I -111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EII I=II I=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EII I=III=III 2 981 SQ.FT.FT. - - - - - - - - - - - - - -II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q =III=11 I=111=III=11= 111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI I I=III=III= a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INITIAL: 1=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=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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 11=111=I I=I I=I I=I I I=11- - , I IIIIIIII I I=I I I=I I=I 1 1111=111=111=111=111=111=III=111=III=11 I=11=11=11=11=11=11=11=11=11=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=111=I I=I I=I I=I I=I I=I I=I I-1I 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 I11-111=111=11=11=11-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 Fz=I I I=I I I=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1111E111E111E111E111E111E111E111-111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1111E111E111E111E111E111E111E111E111E111�111�1I Fz 1i I=1I Fz 1i I=1I Fz 1i I=111=11 PAGE #: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = GARAGE 843S .FT. 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_IIIIII_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_IIIIII_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- Q -Ill- I I I=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1111E111=1111E111E111=111E111E111E111E111E111E111E111E111E111E111E1 I 1-1I Fz 1i I=1I Fz 1i I=1I Fz 1i I=1I Fz 1i I=I I I=111E111E111E111E111E111=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1 11-111E111E111E111E111E111E111E111E111E111E1I Fz 1i I=111=111=111=1I Fz 1i I=111 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=111=111=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=111=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=1 I I=1 I=1 I I=1 I I=1 I=111-111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=111=I I =III=1I=III III=11 I I I=1I I=1I=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=111=I I I=I I I=111=111=I I I=111=111=111=111=111=111=111=111=I I I=I I I=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=111= ENTRY 110 SQ.FT. _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=I I I =1I=111=1111=I I I=III=11 III=1I I=111=11 I I I=111=1I-1I-111-III-1I=111E111E111=111=111=111=111=111=111=111=I I I=111=111=111=111=111=I I I1=111=111=111=111=111=111=111=111=I I I=111E111E111E111E111E111=111=111=111=111=111=111=111=I I I=111E111E111E111E111E111E111E111=111=111=111=111=111=111=111=I I I=111E111E111E111E111E111E111E111-111=111E111E111E111E111E111=111E111E111E111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=111=1I I=111= =111=1I=111=111=111=1 I=1I I=111=1I I=1I I=1I I=1I I=1I II=11 I=111=1I I=1I I=1I I=1I-111=I I I=1111E111=111E111=111-111=111=111=111=111=111=III=111=111=111=111=111=111=I I I1=111=111E111E111E111E111=111E111E111E111E111E111E111E111E111=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=111=1111=111=111=111=111=111-111=111=111E111E111E111E111E111E111E111E111�111�111=111E111=111=111=111=111=111=1I=111=I I =III=III=III=III=1 I=III III=III=III=III=111=111=111=11 I=11 I=III=III=III=III=111=111=111=11 I=11 I=1 I I=111=11 I=11 I=III=III=111=111=111=11 I=111=111=111=11 I=111=111=111=11 I=III=111=111=111=11 I=III=III=III=III=III=111=111=111=11 I=111=III=111=11 I=III=III=111=111=111=11 I=111=111=111=11 I=11 I=III=III=III=III=111=111=111=11 I=111=11 I=11 I=111=11 I=11 I=11 I=11 I=11 I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=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= -11 COVERED DECK 381 SQ.FT. 1-=Il 1111 PAGE: Ill i 1 ll1 OPEN DECK 232 SQ.FT. III=III=11 I11=III-Ili 1117: 11=11 BUILDING SECTION 4 ASSEMBLIES AND FINISHES DESIGNED BY: DEV BUILDING ENTHHT PER R STRICTION 468 ILLOTE: MATERIALS AND USTRATION ION PURPOSES IONLY.VERIFY ANISHES LL MIATERIALSIAND F N S OSN ELEVTONS ARE FR J. STERLING o - STANDING SEAM METAL ROOFING DRAFTED BY: N OVERALL 466.87' -VENTED RIDGE OR ROOF TO WALL VENT N 12 BUILDING HT. - ROOF SHEATHING PER STRCTRL. J. BASS 1 I — MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. MFR. TRUSSES 24" O.C. 1 �,�{ - HEELS PER PLAN „ _ , L_ _ 7 - R-38 INSULATION ❑ 1/4 1 U.N.O. 5 - 5/8" GWB CEILING DATE o W GREAT 12 12 I 1 UPPER WINDOW HEADERS UPPER PLATE HT. - CEDAR LAP AT ENTRY. 1 2-23-2022 a 1 7 _ - - _ _ _ - - _ @GREAT ROOM — — — — — 1 1 � 4 I r 4 - CONTINUOUS ALUMINUM GUTTER 03-29-2023 - 2 X 12 ALL FASCIA 5 III I I I 5 1 1 II I I I I I I II I I I I I I II I I I I 5 - - - PLMAIN FL.ATE HT. 4 \ NOTE:VERIFY ALL HEADER TYP.WINDOW HEADERS a HEIGHTS WITH SUPERVISOR -T&G @ EXTERIOR DECK/PORCH CEILINGS N -VENTED HARDI SOFFITS @OVERHANGS N (V 8 6 - N - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. 12 - PRIMED SPRUCE INSIDE CORNERS °' -X METAL OUTSIDE CORNERS (D co x 15 © -VERIFY FENESTRATION TRIM rj7 W32 2660 Q) W E. CASE W31 2660 CASE W26 4066 PIC - FIBER CEMENT PANEL SIDING o 14MAIN FLOOR 449 _ PRIMED SPRUCE INSIDE CORNERS o -I I II I I I I I I II I I I I I I II I I I I 12 5/8"FLOOR SYSTEM X METAL OUTSIDE CORNERS VERIFYFENESTRATIONTRIM�� 70 �_—_�_F_ _ 1 TYRWINDOWHEADERs - RIBBED METAL SIDING VERTICAL 3 ll—Ill-Ill-Ill-111- - - - � -��f�r�T-^ �- � -- �r -�r� NOTE:VERIFY ALL HEADER (VERTICAL) N — — — — —�—�—� ' HEIGHTS WITH SUPERVISOR ® -VERIFY INSIDE CORNERS ll— — — — —�—�—�14r 311 -VERIFY FENESTRATION TRIM !1—) —) —) —) —) —) —) — — — — —) — — — — —) —) —) — —) —)�— — — —)�— — — — — — — —U-11_ I—III—III = c w ll llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�FEMllJ�llJ�llJ�lll�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ�llJ� ` q - - 2X6 WALL F RAM I N G AT EXT. WALLS e �u=�u=�u=�u=�u=�u=�u= 11 B - R-21 INSULATION @ COND. WALLS ll=) =) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _) _)�_)�_)�_)�_)�_)�_)�_)�_)�_)�_)� I 12 ❑ - 1/2 GWB INTERIOR FINISH E - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —�—�—� - ll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll—lll-1LI— I_' SIDING PER ELEVATION � `m - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —�—�— -TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING 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— 1 ll— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —�—�— - 1/2" GWB FINISH AVG. 44 0 1 O -VERIFY STRUCTURAL PER PLAN 11=Jll=Jll=Jll=Jll=Jll=Jll=Jll=Jll=Jll=Jll=Jll=Jll—ll1=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11=J11= - ----- GRADE ❑ ui —�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u— —�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u—�u— — ll111111fJ1tJJtltfififtl �ll�1111111fJ1tJJtltfififtl �ll�1111111fJ1tJJtltfififtl �ll�1111111fJ1tJJtltfififtl �ll�11111ll11111tt=1111111111111 - - - - - - - - - - - ; - - - - - BASEMENT FLOOR 438.85� - BEAM PER STRUCTURAL LL 11-111-1ll-lll-lll-lll-lll-lll-lll-111-111-Ill-lll-lll-lll-lll-lll-lll-111-111-Ill-lll-lll-lll-lll-lll-lll-111-111-Ill-lll-lll-lll-lll-lll-lll-111-111-Ill-lll-lll-lll-lll-lll-lll-lll-lll-lll-lE-ym-y ll-lll-lll-lll-lll-lll-lll- - - ------- =1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1U=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1J1 I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=111=1I1 J Ell: - NATURAL FINISH IF EXP. ll=lll=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill-lll=lll=1LI= _ -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -)�-)�-)�-)�-)�-)�- -)�-)�-)�- - -;- - - - f B) - 6X6 PT POST PER STRCTRL. W/WRAP 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= O ll- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�-�-�i - - - -�-�-�i�1 II - CABLE RAILING ON DECK -1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-L I-ill-ill-ill-ill-ill-ill-1 L- l1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=ll1=Ill=Ill=Ill=Ill=Ill=Ill=1ll=1 - 36 HIGH TO CODE O -ill-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lLl-lll L �• =Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=111=Ill=Ill=Ill=Ill=1U=ll1=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=1ll-=_ _'- _ _ _ _ _ _ _ 11 B - COMPOSITE TREX DECKING N L ll=lll=Ill=Ill-lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll-lLl-lll - - - - - - - ===ll=ll=llIII=I=l_llllllllll===l=l=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�llllu1II=I=l_llllllll1===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�llllullII=I=l_llllllll1===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�1lllliIII=I=i=llllllllll===I=I=�lllluIII=I=l=llllllllll===I=I=�lllluIII=I=l=llllllllll===I=I=�lllluIII=I=l=llllllllll===I=I=�lllluIII=I=l=llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll===I=I=�lllluIII=I=l_llllllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllli==I=ll=�llulII=I=l_llllllll==I=1=�llLuIII=I=l_llllllll==I=I=�lllluIll=I=l_llllll1==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_Lllllll==I=I=�llllu1I=I=l=llllllll==I=I=�lllluII=I=l=llllllll==I=I=�lllluII=I=l=llllllll==I=I=�lllluII=I=l=llllllll==I=I=�lllluII=I=l=llllllll==I=I=�1lllliII=I=l=llllllll==I=I=�lllluII=I=l=llllllll==I=I=�lllluII=I=l=llllllll==I=I=�lllluII=I=l=llllllll==I=I=�lllluII=I=l=llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=I_llllllll==I=I=�lllluII=I=l_llllllli==I=ll=�llulII=I=l_Lllllll==I=1=�llLuI1I=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�lllluII=I=l_llllllll==I=I=�llllulI=I=l_llllllll==I=I=�llllu_ll1=I=l_llllll1=I=I=�llllu=l=l_llll-_1=1=�llllu=ll=l_ll1I--- ; _� _ 14 z TIMBERTECH AND COLOR T.B.D. N00 - - - - - - - - - - - - - A - 2 X 8 PT. JOIST 16 O.C.________ - r =L }U 2N,)1 1 1 -tu-ill=ill=ill _4 CONC. SLAB W --------------- I ' - -1- ==lli=lli=lli- LL w - - ------------------ R-10 ENTIRE SLAB ON GRADE @ COND.AREA w MLuLu _ o -lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lLl-lll 1L ll.l 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI 1LI _ - - - - - - - - - - - - - - - - - - - LI lll 1LI 1LI ❑ o > � r` 0= ll=lll=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=lll=Ll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=1LI= _ _ =lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lLl=ll1 , �u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u=�u= Q Q ll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lu=JJ=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u=1u= w O .. co 0-) =Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=IJ=1ll=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=lll=Ll=lll=lll=lll=lll=lll=lll=lLl=ll1 - MAY NEED RETAINING WALL AT NORTH SIDE w rn cn ll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lli=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lLl=lll=lll=lll=lll=lll=ll1= _ O z U N =Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=ll1=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=lll=Ll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=1LI=1 =1 =1I = _ DRIVEWAY J ao Q Z ' 00 O Q p Z � -lll-lll-lll-lli-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lLl-lll lll LI lll 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1U ll.l 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 ill 1L1-lll-lll-lll-1L1- - ❑ CUSTOMER WOULD PREFER ROCK WALL (VERIFY) = cfl ll=lll=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=ll1=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=1ll= =Ill=Ill=Ill=Ill=Ill=1ll= _ - 00 N Q 0- M N �: -1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-ll l-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll 11 l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll ll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lll-lLl-lll 1L ll.l 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 J11 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 1L1 -1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll-1 ll l ll 11 l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll ll=lll=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=1ll= =Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=Ill=lll=Ll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lll=lLl=ll1 NORTH ELEVATION w U � Z o ui 2 MAX BUILDING HT. PER 468' Q C) 00 DEVELOPMENT HT. RESTRICTION Z m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m Q OVERALL 1 1 �BUILDING HT 466.87' Z w W U J (D 5 - w 7 5 ~ 12 � 12 W21 4040 PIC W204040 PIC W194040 PIC W184040 PIC 6 f , O - — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 1 — — — — — ^ GREAT ROOM �J 4 `i PER WINDOW HEADERS UPPER PLATE HT. w Q O U - - - - - - - - - - - 5 @GREAT ROOM \ � Q 4 6 0 S ap Z G MAIN FL. M - - - - - - - - - - - - - - - 5 I : PLATE HT. 11 11 NOTE:VERIFYALL HEADER TYP.WINDOW HEADERS o HEIGHTS WITH SUPERVISOR I 00 , �1 N 0 O \\ N zy 12 12 12 W14 3040 CASE Q p7 N z w O O� OZUU oFa Z, U-UO W30 3060 CASE W28 3060 FIX CASE W17 3060 CASE W15 3060 CASE O a w a 8 W29 3060 FIX CASE W27 3060 CASE 13 W25 4066 PIC W24 4066 PIC 13 W23 4066 PIC W22 4066 PIC W16 3660 FIX CASE 13 Z zoX - - - - - - - - - - - I I - - I - - - - - - - - MAIN FLOOR ' a o ��UYm 12 5/8"FLOOR SYSTEM Q =N a -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ - - - - - - - - PLATE HT. \ z�w-Z / °x W. z a WINDOW HEADERS z wN C7N TY p=>wz 11 / NOTE:VERIFYALL HEADER ~�°O P. N�_xa / ui HEIGHTS WITH SUPERVISOR J Z.i 6 � 23:zz 1=IIII f \ w zao°� -III=11=1 -11-11-11-11 L= �?,°o 4 � z a�o�z I=11 I=11 I=11 I=11 I=1 I z o o Z. -III=11111111111111111111111111111111111111 \\ � 80 Wozm� =11=11=11=11=11=11=11=111= 3"o =III=III=III=III=III=III=III=III=III=� 12 O °o o Q Z -I I 1=III=III=III=III=III=III=III=III=III=III= za 1=III=III=III=III=III=III=III=III=III=III=III=� ZO c Z» -III-III-III-III-III-III-III-III-III-III-III-III-III- ��-a a I-III-III-III-III-III-III-III-III-III-III-III-III-I I r � °&�°U -III-III-III-III-III-III-III-III-III-III-III-III-III- ;d�z z =I =1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 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. Q 0 0 =11=11=11=11=11=11=11=11=11=11=11=11=111= a w LL =I =1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I GRADE 440 w =III=III=III=III=III=III=III=III=III=III=III=III=III= 13 °°°x PLAN AREAS ! �=III=III=III=III=III=III=III=III=III=III=III=III=� , 111=II1 I1�l it ffl tT 111=_111-t11=III=1I 1 II- - - - - - - - - - - BASEMENT FLOOR 438.8rj =aZ°l I=1I x I=I I I1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=11'- omo m =III-I II-I II-I II-I 11=I 11=I 11=I 11=I 11=I 11=I 11=I I I 1= 1= 1= 1=III-III-III-III-III-III-III- I- =1111=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1 Z¢Z, 1=111=1T=1T=1T=1T=111=1 MAIN FLOOR 2,017 SQ.FT. w �° �=III=III=III=III-III-III-III-III-III-III-III-, -III=IIIfni=II=III=III=III-I I I III=III=III=III=III=III=III=III=III=III=III=III=- 11=I I I= =Ifni111=111=111=1 I-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=III=III III-III=III=III=III=III=III=1 �=III=III=III=III=III=III=III=III=III=III=III-III-I III=III=III=III=III-III BASEMENT 964 S Q.PT III=III=III=III=III=III=III=III=III=III=III=III-III --I -,1 11=III=III=III=III-III-I OWNER APPROVAL �=III=III=III=III=III=III=III=III=III=III=III-III-I I Ill _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=1 �=III=III=III=III=III=III=III=III=III=III=III=III=1 II III=III=III=III=III=111 TOTAL LIVING AREA: 2,981 SQ. . �I1i1111=1�11111�11111�11111�11111�11111�11111�11111�11111�11111�11111I11111 11 B 11 B 116 11 B 1�11111�11111�11111�11111�11111�11 FTINITIAL: 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=1' 11=III=III=III=III=III GARAGE 843 SQ.FT. PAGE #: III=III=III=III=III=III=III=111=111=111=111=111-I I L 111-111-111-111-111-I I-III-III-III-III-III-III-III-III-III-III-III-III-11-, __, . =III-III-III-III-III-I I I III-III-III-III-III-III-III-III-III-III-III-III-1I-11-11-1 =1 i-11-11-11-11-11-11 I-11 I-11 I-1I-11 f1 I-1I I-1I I-11-11-11-11-11-11-11-11 IC -11-11-11-11-1 -1I-1I-11-11-1 i-11 LI I-1I I-1I I-11 III-III-11-11 11= I-III-III-III-III-III-1 I11=111=111=111=111=111=111=111=111=111=111=111=11 I-111-11 I- °a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ =I' "' "' _ _ - _ _ _ _ - _ _ _ _ _ _ _ _ _ II 1=111=111=111=111=1I I III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1 i- - - - - - - - - - - - - - - - - - - - - - - - - _ - ENTRY 110 S Q.F T. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a — — — — — — — — — w III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1I -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 III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-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-III-III-III III-III-III-III-III- - - - - - - - =111=111=111=111-III-1 III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 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-1I-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-11-11 I-11 I-11 I l-III=111-III-1 - - - -111-I11-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I 10 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-. 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 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-1 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111-11 -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-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-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=111=111=111=111=111=111=111=111=111=111=111=111=III-III COVERED DECK 381 S FT. III-III-III-III-III-III-III-III-III-III-III-III-III-III-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-a I-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-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-III-III-III-III-III-III-1 Q 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-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III_ _ -°-III-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 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PAGE: =III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III III-III-III-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-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-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 a — — I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 I I-III-III-III-III-III-III-111-1 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-111 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OPEN DECK 232SQ.FT. =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-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-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-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III WEST ELEVATION T E L N 15 of 19 O ASSEMBLIES AND FINISHES DESIGNED BY: NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR J. STERLING M ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. a MAX BUILDING HT. PER - STANDING SEAM METAL ROOFING DRAFTED BY: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DEVELOPMENT HT. RESTRICTION VENTED RIDGE OR ROOF TO WALL VENT 468 � - r - ROOF SHEATHING PER STRCTRL. J. BASS 122 OVERALL 466.$7' - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. _ 1 11 BUILDING HT. - MFR. TRUSSES 24" O.C. l - HEELS PER PLANIn 5 1/4" = 1' U.N.O. 4 1 2 - 55/8" GWB CEILING 6 DATE o 5 1 - CEDAR LAP AT ENTRY. 12-23-2022 a 4 12 GREAT ROOM UPPER WINDOW HEADERS UPPER PLATE HT. 5 5 _ 1 1- - _ _ - - - _ - @ GREAT ROOM - CONTINUOUS ALUMINUM GUTTER 03-29-2023 4 4 ® - 2 X 12 ALL FASCIA MAIN FL. 5 I I 5 HT. -T&G @ EXTERIOR DECK/PORCH CEILINGS 11 TYP.WINDOW HEADERS NOTE:VERIFYALL HEADER -VENTED HARDI SOFFITS @ OVERHANGS o HEIGHTS WITH SUPERVISOR 5] W12 2010 PIC W10 2010 PIC ao o a W112010PIC �7 8 N W13 2020 CASE - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. CD � _ o - PRIMED SPRUCE INSIDE CORNERS zJ N © -X METAL OUTSIDE CORNERS (D 12 W093040CASE - =III-III -VERIFY FENESTRATION TRIM U) 3 6 - - - - - - _ I_ I1=1 - = ao N Lu E. Q) - - FIBER CEMENT PANEL SIDING II �I PRIMED SPRUCE INSIDE CORNERS 13 _ _ - L OUTSIDE CORNERS - J _-_-_-_ ,_ X META - - - - - - - - - - - MAIN FLOOR 449' 7 -VERIFY FENESTRATION TRIM 7C) 1� II _ PLATE HT.-i II- III-I=III-I=III-III 12 5/8"FLOOR SYSTEM I_ -_Ir 1111 - - - - - RIBBED METAL SIDING (VERTICAL) E „ II-III-III-III-III - - - - - - - - - - - - - - 5 - - 11=11=111=11 - - -VERIFY INSIDE CORNERS m III=III=III=III TYP.WINDOW HEADERS NOTE:VERIFYALL HEADER 8 -VERIFY FENESTRATION TRIM =1 I=1 I=1 =1 =1 =1 -III II-III=III=III=III=III-III HEIGHTS WITH SUPERVISOR -1 I I=1 I I-III=1 I I=1 I I=1 I I=1 I I e II=III=ITI=ITI=ITI=ITI=ITI - 2X6 WALL FRAMING AT EXT. WALLS 11-1 11 kP� 1=n Is111-i i i-i E I I i-i i i i i i i i-L'-L'-L'-L'-L'-i'ir1-1 ----,i i i i i i i i-- --ill-III-III-III-III-III-III-III z 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=III=III=III - R-21 INSULATION @ COND. WALLS I=11ILII1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1 = = = = = = = = = = = = = = = = = = = = = = = o 00 � 9 _ _ III=III=III=III=III=III=III=III=III=III=III=III=III=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 1 -1 ❑ 1/2 GWB INTERIOR FINISH 1=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 o _ _ _ _ =_=111=111=111=111=111=111=111=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=11=11=11=11=11 - 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=I I I 12 =111=111=111=111=111=111=111=111=111=111=111=111=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=11=11=11=11=11 -TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING 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 II _111=111=111=111=111=111=111=111=111=111=111=111=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=11=11=11=11=11 - 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=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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 0 -VERIFY STRUCTURAL PER PLAN =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 ❑ w III=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 11 B 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 AVG. ORG. - LL 111=111=111=111=111=111=111=111=111=111=111=111=111=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=11=11=11=11=11 GRADE 440 BEAM PER STRUCTURAL 13 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 _ 111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=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 NATURAL FINISH I F EXP. - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _Irllfi Ilt 11t tii itl 11111111-Ilrllfi Ilt 11t tii itl 11111111-Ilrllfi Ilt 11t tii itl 11111111-Ilrllfi Ilt 11t tii itl 11111111-Ilrllfi Ilt 11t tii itl 11111111 BASEMENT FLOOR 438.85 _ =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 ❑ B) - 6X6 PT POST PER STRCTRL. W/WRAP 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 p III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-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-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III CABLE RAILING O N DECK I-1 I I-1 I I-1 I I-1 I I-1 I ILI I I-I I I-I I I-III-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 - 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-III-III-III-III 12 36 HIGH TO CODE p -1 I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I ❑ +-. III-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 C 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-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III - COMPOSITE TREX DECKING N II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1IIaL+ III-III-III-III-III-III-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-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III -T I M B E RT E C H AND COLOR T.B.D.TBDpp _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-III-III-III-III-III-III-III-III-III-III-III-III-III 13 � � _ = I-111-III-1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1II ❑ - 2 X 8 PT. JOIST 16 O.C. 0 -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 p 116 III-1 -1 -1 -1 -1 -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-III-III-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> V 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 " cn > 2) = 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 -4 CONC. SLAB 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 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-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III - R-10 ENTIRE SLAB ON GRADE @ COND.AREA w U a)-0 -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 14 Z W W M -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-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III ❑ > -I ----1--1 - - - - - - - - - - - - - - - - - - - 11 I III--I-III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I =III--I I-II--I I-II--I I-II--I - - QI I LU � Q OM~ III=III=III=III= _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III - - - - - - - MAY NEED RETAINING WALL AT NORTH SIDE un =1 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=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 0 z U N 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-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III - 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=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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 DRIVEWAY J I=III=III=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=I I I __III-III=1 I I=-1 I I=I1 II II=-1 I I=I1 II II=-1 I I=I1 II II-1 1 I =III-I I=1 I I-1 I I=1 I I_-1 I I=I1 II II=-I1 II II=-1 I=-=I1II==III==III==III=1 I I=III=1 I I=III=1 I I=III=1 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=I ❑ _ CUSTOMER WOULD PREFER ROCK WALL VERIFY) � Q z cfl Lu 3: = Q0-=1 -=1 I II 1 II 1 II 1 I I �_I 1 I I1 11 I 117ZI I1 III I l l 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 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-1 -1 I-1 I-1 I-1 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 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 =I I I SOUTH ELEVATION w U >-- 7 Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ MAX BUILDING HT. PER 468' L DEVELOPMENT HT. RESTRICTION O w N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ILL 00 1 - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - vERALL466.87' BUILDING HT. z o Q Fn m < z Lu w Lu (D 12 J Q (n - - - - - - - -1 - - - - 1 - - V w GREAT ROOM 12 UPPER WINDOW HEADERS 4 _ ❑7 L� '� 1 _ ---------- 1 W50 3016 PIC W49 3016 PIC W48 3016 PIC UPPER@ GREAT ROOM _ U J UO 4 LuQ OU 5 MAIN FL. O co z III11 ILII I I I _ 11 II _ PLATE HT N Q TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER M o HEIGHTS WITH SUPERVISOR W35 2010 PIC W33 2010 PIC W08 3016 PIC W07 3016 PIC W06 3016 PIC W37 3016 PIC W36 3016 PIC W34 2010 PEn IC M M N N 8 6 3 8 N LI � O LI 60 II 111 111I 9 °' 1=III=III=III=11 =III=III=11!=1I I III=III=lil=l =11 =III -III-III-III-III-III -III-III-III-III-III-III-III-III-III=III �. L� } _ w 04 I-III-III-III-III III=11 I=11 I=11=11 =' �� .W 5 3060 PIC W02 3060 PIC W01 3060 PIC 7 Z LL z � 11=I I_I=I I_I=I I_I=III �� 15 Z o o O° III-III-IIIIII=11 r ` _ a IIIII-III-III=III I�Ilnlnlnlnlnlnl Ilnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnlnl�llr - o�w� �II�III1=1I - - - - - - - 0�00 o 2 12 5/8"FLOOR SYSTEM d g a MAIN FLOOR 449' - LATE H z P T 11-111=111=111-111 I F=I I I IY 4J Q"o III-III-III IIII I I - -- I I ` I,, r •` _ _ _ _ _ __ _ _ _ � �N�a m I I I l r l It I It 11t III III=1 I=1 I 11= II - I TYP.WINDOW HEADERS x�m NOTE:VERIFYALL HEADER w a��w- z d w w a HEIGHTS WITH SUPERVISOR > zw�� I II I II I II I II I II I II I II 111 III=III=III III - ,' 4 _ x x>W Z - ,I —_1�__—_G __�_.—__�_11�__ T L.-� I III—III—I 1 1 1 rn a W I I-III-III III-III III-III IIIIIIIII-III � -1� III-III-_ W �?x a III III-III 111=1I III=III III 11 III -I I III=11 I-III-_ 1z O =I =1I 1=1I 11=1I 1=1II 1=1I 1=1I 1=1 �I ' 1=1I 1=1I I-III-I �° w 1,L w o IIIIII-III IIIIII-III III III III- ;�I III-III-III-III-I q J w a z o III-III-I III-III III III III III III ,I 1 I 111-111-III-111-111 � III=III=III III=III=III=III=III III =11 III=111=111=111=1 0� I I I a a a o 0 -III-III-I 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-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-I I III-III-III-III-III X Z w o 0 III-III-III IIIIIIIII=11=11 III-I -I I III-III-III=11 I=1 a Z o z =I I1=1I 1=1I 11=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I I o O z U O III-III-III IIIIIIIII=I =1I III-I I `z ------ =1I III-III-I 1=1I 1=1 Z.1. a =I I1=1I 1=1I 11=1I 1=1I 1=1I 1=1I 1=1I 1=1I - 1=1I 1=1I 1=1I 1=1I I o z w III-III-III III III III=11=11 III-I 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1I 1 ffL ff 1 ffL ff 1 -111-111-111-111-111-- -111-111=111= III-III-III=11 I=1 0 Q o 0 =I I1=1I 1=1I 11=1I 1=1I 1=1I 1=1I 1=1I 1=1I1=1I 1=1I 1=1I 1=1I I I=IIIIII-111=IIIIII--III=IIIIII 11 III=IIIIII=1I=IIII111=IIIIII=111=IIIIII=-111=IIIII 111=III=1 1 I, 111=III-III=III-111=III=1I I=I I1=1I I1 ° z zz a Z RG. �w Z r!G:RADE440' - - I=1111=1I 1=1I �I 1=1I 1=1I 1=1I 1=1I 1=1I 1I 1=1I 1=1I 1=1I 1=1I I W o z w w III=1 I=1 I III=1 =1 =1 III=1 I F-I I=1 I-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-1 I-I I F-I I F-I I F-I I F=I I F-I I F-I I F-I I F-I I F-1 I-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-I I F-11 F--I I F-I I F-I I F-I I F-I I F-I I I I F--I I F-I I F-I I F-I I F-I I F-I I FI 1 FI 1 rI I r11 r11�I 1�I 1�I 1�I 1�I 1�I 1�I 1�I 1�I 1 r'' III=1 I=1 I=1 I=1 °&°O O _ = 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111=111=111=11 q11=111=111=111=111=111=111=111=111=i11=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- 11 1 rt11=111=11 r 11 - - BASEMENT FLOOR 4;38•$,rj z w 0 0 I r— -- — — — — — — — — — — — — — — — — — awrinLL I-III-III=III=11 I III III —-III-III-I I-III-I I-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=11 III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11 I III=III=1 1=III=III=III=III -m", o III=III=III=III=11 II III=III=III III=111-=III=ill=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=Ili=III=III=III=11IIIIIIIIIIIIII III=III=III=III=III=III=III=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=111=11=111=11 111=111=111=111=1 =11 I=11 I=11=11 III III=11=111= _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = I=11 I=11 I=11 I=11 I o Z o III=III=III=111=11 I I III=III=III=III III=III=11 I=111=III=11 I=11 I=11 I III=111=III=III=III=111=III=III=III=III=111=III=11- 1 -III=III=III=III=III=III=I 11=111=111=111=111=111=111=111=111=111=11 I I I III=III=III=III=III=III=III=III=I 11=111=111=111=111=111=111=111=111=111=III III=III=III=III=1 PLAN AREAS a,�z I I-III-III-III-III III III-III-III-III-I I_III-III-III-III-III-III-III-I I I I-III-III-III-III-III-III-III-III-III-III-I I I_I I I I IIII_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 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-III-III-III-I I 0 III-II I-II I-II 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-I I i-III-III-III-I I- I 'I-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-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-I W z o� I z,� I I-III-III-III-III I III-III-III-III-I I-III-III-III-III-III-III-III-I I I I-III-III-III-III-III-III-III-I I i-III-III-III-III I I I I11 I11 I11 I11 I11 I11 I11 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--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-I I-III-11-=II 1==III=I1I1 II==III-=I1I1I==III 1111=-11 -I -I -I -I -11-=III 1 1-=IIIII==ill=III==III-=III==III=II I==III-=III==III-=II I=III-=III=III-=III 11 11=II 1==III=III=III=III=III=III=III-III=III=III=III=III=LII-II1I=III=III=III-=III==III-=III=III-=II I=11= 1 =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III==-1II1I=-III=-III=-III=-III=-III=-11 II -II 1=-III=-III=-III=-III=-III=-III=-III=-III=-III=-III=-III=-III=-III=-III=-III=-III=-III=-III mI- II I-II-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-I =III =III =III =I I MAIN FLOOR 2017SQ.FT. I 11 11 11I 11 11I= III = 11== 1== 11 11=1 1 � Oz- I-III=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11 III=11=11 III=11 I=11 I=11 I=1 II=III=III=III `'= - - - - 1=III=III=III=III=III=III=III=11 11=III=_III=III=111_III=_IIIII I= - 11=II IIII=III==III=III=III==III=III=III=III=III=ill=III=III=Ill- III=III=III=III=11 1 1=III=III=III=III=III=III=III=III 1ui 1= ml= =I =1E = I III BASEMENT 964 SQ.FT. OWNER APPROVAL III-III-III I I C I I III-III-III-III-I I I III=III III I I I I I I I_ I-III=III-III-I I I 111=111=111-111 n=ln=ln=ln=ln=ln=ln=ln=In=lli ln=ln=ln=ln=ln=ln=ln=ln=ln=ln=ln=ln=ln=ln=In=ln=In=ln=ln Ti=11 III-III-III-III-I IIIII=III-III - - -_- I-III=111-III-III TOTAL LIVING AREA: 2,981 SQ.FT. IIIIIIIIIIIIIIIIIIIIIIII =1=1I II II II II II II 11111/111 II II II II 11 INITIAL: III=I I I1=1I 1=1 11= =1I I I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1 11=III=III=III IIIIIIIIIIII=III=� - _ _ _ _ _ - ==III= � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = =II=III= - - - - - - - - - - - -I= I== - - - - - - - - - - - - I=II=11- III=III=III=III=III=III=III - - - - - - - - - -_ - - PAGE #: III-III-I I_I I-III-III-III-I I__I III=III=III=III=III=III=III=1 - - - - - - - - - - - ----- -- -__ - ______________________________________________________ -- ___________________________- - - - - - - - GARAGE 843 S .FT. 11-111-111-111- - - III-III-III-III-II I_I III III I-III-III 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-III-III-III-III-III-III-III-III-III-III-II I_II III_ I-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-II I_II III-III-III-III-III-III-III-II I Q III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= _ = F=111=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=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=1 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11 11=III=11 FI FI I=11=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=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=11 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-II I_.,I I-III=III=III=III=III=11= _ 111=111=1 ENTRY 110 SQ.FT. 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=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=1 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11�I 111=11 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=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=III=III=III=III=III=III=I 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=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=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=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=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=III=III=III=III=III=III 11=III=III=III=III=III=111=111 11 III=III=III=III=III=Ili=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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=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=III=III III=III=III=III=III=11�I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COVERED DECK 381SQ.FT. III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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=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=III=III= _ _ =III=III=III=III=III=11�I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PAGE: III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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 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=III=III=III=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=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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 OPEN DECK 232 SQ.FT. 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=III=III=III=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=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=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 FI EAST ELEVATION -16 of 19 DESIGNED BY: J. STERLING PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES DRAFTED BY: N 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 Re port CCI is not aware of a geotechnical report for this project. CCI strongly M CONNECTORS: Connect all wood members per the Plans and applicable building code. Where Structural Plans recommends that a eotechnical re ort be erformed b a ualified eotechnical en ineer 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 ConcreteLu 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 a_ 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/o. CCI E: Existing 03-29-2023 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 0) o - 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 X nationally-recognized brand that meets the below Shear Wall Table herein usingmaterials designated for lateral load resistance b nationally- structural backfill compacted to 95% relative compaction. In non-paved or non-footing areas HVAC: Heating,Ventilation, and Air Conditioning specifications is acceptable. g y Y use structural backfill or native backfill minus rocks, lumps, and organic matter, compacted I: Moment of Inertia rn 3 p p approved manufacturers. All shear walls must be positively connected at top and bottom to p g p IBC: International Building Code � W E " 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 andIEBC: 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 N complete with web stiffeners and other blocking / Multiple 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 Lt: LeftNA: Not 3 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 Apple 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 1� 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 Wings. 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 header is specified, the wall is assumed non-load bearing and wall top plate may serve as the SIP: Structural Insulated Panel allowable bending stress. cover at top and / or side(s). 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 � 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 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 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 U-D: Upside-Down, hanger typically — appearance grade, unless visually exposed to 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 Q Q i UNO: Unless Otherwise specified elsewhere , 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 0 interior living space use architectural appearance w:Wall,full length 0 Z U Iii N u� bottom plate to top plate, IE diaphragm to diaphragm. Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending _ J c 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 Lu 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 2 N Q 6_ 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 „ strength of f c = 2,500 psi unless otherwise noted on Plans. Minimum cement content = 5 o Exterior wall dead: 10 psf � Q � with 3 x 3 x .229 steel washers, wrench tight. Wet set anchor bolts shall have a hook or head Z 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: U —�, 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 0 embedment, at 16" OC, unless otherwise shown . Fly Ash. 9 q Y Y p Y Structural Strategy. See page C1, Structural Calculations. 0 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 0 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 Footin s. 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 10- connection on the top . Welded Wire Fabric. Unless otherwise specified, welded wire fabric WWF shall be W2.9, w�zw 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, �zoJ zwOOw Q��Z, 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: 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 =0Q2o Footings and other unformed surfaces, distance from the bar to earth face...3 the Contractor. Z Oa=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: Z.U0'. if 8, 16d are called out, the number of similar length .131 diameter nail gun nails required is Ox>wz Surfaces exposed to weather........................1-1/2" The calculations, drawings, notes, specifications, and /or tables NMZW° 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 wMwWo For slabs on grade, center the reinforcement in the slab unless otherwise specified. w�a0Z 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 NN BOLTS AND DOWELS IN CURED CONCRETE: L.� _<¢_" Screws: Screws may be substituted for nails in all applications. Screw diameter shall be #9 or for any other project at any other location. �zw0 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 awNMtR connected. rotohammer techniques. Minimum concrete embedment = 4-inches unless otherwise Only competent personnel familiar with construction and safety Nozm2 o�1 6 practices germane to the project shown herein should be employed to U =Z a Z Simpson SIDS Wood Screws. These are 1/4" max. diameter la bolts. An similar type or brand specified. Minimum distance to any edge or end of concrete = 3 from hole centerline unless zW 9 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 " Existing Reinforcing. It is important that no existing rebars are drilled or cut during aZ�oo sufficient for 1 .5 min. penetration into all members being connected, UNO. Min distance from g p 9 9 Labor and Industries Standards. Contractor assumes full responsibility g °° rotohammer operations. Location of existin reinforcin bars ma 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 (f) Z<Z, go 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. • G S center distances, w,� OWNER APPROVAL ,� O� ►�1,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 TEMPORARY SUPPORT AND BRACING: G, 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 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- 7e PAGE #: distances between centerline of bolt and all edges of bolted wood, and between centerline of Epoxy Systems. For bolts, use Simpson epoxy-tie bolt system with ET-HP or SET high supporting devices with a qualified person. Contractor shall be 13 multiple bolts: responsible for the adequacy of all temporary and/or permanent p strength epoxy, with zinc plated, A307 all-thread bolts as shown in the sketches. For support systems. 5/8 inch diameter bolts ................... 3 i inches dowels use ET-HP or SET hi h strength the epoxy and rebar ass specified on the Plans and . D n backfill in retaining walls nil concrete so 3/4 inch diameter bolts ......... . ....... 3 inches g g p y p Retaining Walls o of bac against eta g a s until co c ete 3/31/23 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 "',w" W3W 24 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 PAGE: flanges, webs, etc.) shall be 1 .25". retaining walls that are to be connected at their top to horizontal floor Ca_44;�y'6Sk`5 diaphragms, do not backfill against the retaining wall until such 17 of 19 horizontal diaphragms are in place and properly connected to the i� ° Z�FrZLL�' �' retaining wall. Z tN LY DESIGNED BY: J. STERLING M CV O DRAFTED BY: N J. BASS 2 co a to a> 1/4" = 1' U.N.O. DATE o w l- 12-23-2022 03-29-2023 El W E 2 OI x 7 a N m Q (N7 W e HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP z Model:HDU2-SUS2.5 Anchnr Diameter: �e BEARING WALL BEARING WALL m Maximum Alluwalile Tension jits.) a • LFJSP �{ J �11 O LIL 3P75 2215 o a 13" v v ■ O G E HOU5 Insiallalion O(HU2 Similar) o D U o a �}�•� _ U.S.Patents 6,112,995 p N 0 r• 4 n r a g BEARING WALL 'C — - - - - - - - - - - - - - N STEMWALL INSTALLATION R 0-4 00 Em6edmanl Oppu,le I1n.1 x oo s'mpson B s FISP species SPNIO'l clW a,c S,ZMg Tie Auto? 2 x k O Anchor Modei Condition Condinon bar�pgill o o (� 14Pe Midwall.Corner ET I 1e E -0 Ei � 2)� Adheap 10 0 LL LL U) Andw AT YM 12 10 5 9M 18 o a Z Q LLI LLLI _0 YecderYoal 'h't15 o a N � rN I_ Andlw THO lw W 10 10 111 .• L.I_ Q Q L.I_ 1 (� 81111$10424 IS 18 f A 18 is 18 °• pQa Anchor ssYR16 12�A 1zx 12i11 12% 12ii 121G o e J Z GD Q z N 00 R`I�1(Q�T/� 0 J O W 1.See papa A W ddd111Dna delails bur 91is Ioundadan type. - I110 I IC et�ltluu IIISTAUAnop AOHESNE AIrCMBR oE11NLs Q p z 2 w rdlaAyn Mlxa'aaalaa[H aa[eurr+ar Ir brevwnMaq a.cbwz.J m 2— N Q -Mlewell AneYec a a Min.d:tlge(CI=1 W Coner ° Kocher: r Min EvpeUj r 4 Sal' not reawred 24•�� i' 4 IIAn.ret7alin 1he L Y '•`MN. Min Y: ; e 181719tf1 is 2 x Ie board ME `} C t = Plan Ylew-Slemxa 11 F°undall•e �r Y a Midrall and Corner AppklW[idns 7 6y'Mln.erldd nCe tY'uCtl�t'll 112A1• ' 11 llElillr — C'opyt'ight ConstruCtionCale. Inc (Ccl) Z nail qq -r O W � N Ead-et-Wall Anchor: Yin. d. Mrn.Edge rcl=1W '1.9 Typical Shear Fall Callout Symbol lL Q � 00 imam f 1 Phi'' _ This symbol indicates a dedicated shear wall or panel= the type per callout below- z Q 01) m'". '• Walls vithout this symbol, or labli d "IDS" are not dedicated shear walls - use code-standard construction- "I • Mln.. :e Plan6alrwali Fpaen 41ew-$Ipdallpll °' ;il ID ��,,{{End.-welE Application a^ �� SI:n:"i -1`m- length of shear panel_ ft- z 1 1 1 Ly If " "', construct entire N all per this callout, N6th minimum in&-idual panel lengths indicated on plan_ W eonc. � �/ p en TYFkpI pdtli;wile&baP _ Ilgtpnpd ova sM1 plFing o :' Top of anchor ;� ••;I 11- Min'[Bh6r `� $w- - - Capa- Stud _Nail Edge Sill Block- wall to Top of maw U J U O _I id-'. length iS 5 .•7 - .LI 1�I-:. —:—.—.—..— 2 x le W O U -- ,.... e r city. mails Stud Stud nominal mat'L } Field Top plate iug at parallel iT-allta spit $e 11 Ylelp- ° - SeemwallFnundannn StclienYew-SIaM11nallFoundation , r 24 vsind} Sheath- or height. spac'g. stud see s7'�ac'Q 1".�+ To slate studs unsu7'� framing 7'�e�'F'Yeo- �ottOm �Iud sill i�[}4i1 �—I\A1idg11Ayp11Ntim Ead4h-Well Appllcellin 2xkmM.M L+ 1 G+• I` b p l 1' I` `Y O Call- leis, ing, Sides of screws. max.. max.. size, std st'l Stud Plate, splice, wi edge ported or rim or dicular plate to anchor to min oIf 3: 00 z SHEARWALL TOP CONNECTIONS out Eh if min. wall size ft. in. min. secs spat' in. min. ruin. nail'g edges rim bllc'g. framing. framing. concrete embed � C N Q NOT TO-SCALE2 p specs) t` 2 = D1 TYP.SHEAR WALL TOP CONNECTION Detail Detail Detail FRAMING - MING PARALLEL,RIM OR CON'T BLOCKING (�2) (�) NO SHEATHING SPLICE SHEATHING SPLICE D N TRUSS,RAFTER, TRUSS,RAFTER, JOIST,OR AFTER,BLKG ?/16,r 2x4 or "'/6 '4 *.O" bc)k JOIST,OR CON'T BLKG 1 I0 larger m w1 4_sheathing LTP4 OPTION —A34 OPTION one- 1`/ +r lr�� of LLITlt + aLL1LL1`J Vn't II Il/ OSB of } 'iy}' 11 Con�t 11� sheathing or 8 ALG SHEATHING L either per Arch ii +bllcg, or sheathing ¢ ¢U NO SHEATHING SPLICE p phi% o- 48 lap sheathing Titen , z v_z SPLICE HERE CEILING OR 168' side_ H2-5- or or 16d w00� OTHER BLKG _ '} / _ 2 ii it a Z 08 CEILING 1p-W �y od, _ 8d 1 16 x6 Savn , 12 1 2- 2x w.. 10- 2x IAA of 34 of TT'�� . w. 3 72 Z0a¢ TOP OF SHEAR WALL 1,10 apply �7'y 1J�NT4.r- f 6" or OU to N z O PER PLAN orient 1 6d L P4 at wsh _ Or TYP.SHEARWALL BOTTOM CONNECTION directly Saws 1 1 1 ZJ, D3 either 19 1� x6 }12 1 36 max_ IIAS or ?w 6Uw ON FRAMED FLOOR dir i0 studs 2 ? Df L L ' L2 A SAP J o 3¢w 0 U�'e JOIST JOIST W/SHEATHING V o X=z a W/SHEATHING SPLICE OVER RIM JOIST Con't V z,0 N BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL sht or I H_O�a O v Z w PER PLAN PER PLAN w 0_x¢ F2 LT.WALL SHEATHING 9�y0�y + �y�y z= de STOPS OR IS NAIL OR SIDS PER TABLE ALT.NO SHEATHING CODE MIN.NAILING 7�;;F 7'lJ. F 1 L.'I1J 1 16 d LG'Oj /J Z.§w w O SPLICED HERE 22`1'Y ame I same) (same) (same) 1 6 acne (same) ��aine ��afne ��ai�e 2x ��aine� ��aine �II ��a�e ��" n/ ( w 3 a z z SPLICED HERE 11 ri Z�0=LL _ _ = 350 or (�12 or4_v �¢oUt a JOIST JOIST a-. 1 , 1 0 O O 4S W 00z 0 W ¢'OZD2 6" 2OZ�� WALL,BEAM OR WALL,BEAM OR p Z 3 0 0 Z LL FOUNDATION FOUNDATION z z ¢Z STRONG WALL SB ON UPPER 1 + " d i + S" /1 1 W z D_IK ��i�, 1..2 of �,4�a2�1 4_v SDS � "° LEVEL FRAMED FLOOR {i F }811 p both 1 211_ 68 10 �' 2x4 saline 7}7�1 (some) s ae (same) (same) 11satne II same 72" 06 200 zw800 SIDE VIEW FRONT VIEW for t 5/ II g o: U U 7/160SB SHEATHING SIMPSON ` ZF01 amaNO SIMPSON STRONG-WALL SB STRONG-WALLS z U M 0 0 0 2 PER CALLO UT • . . H Z PER CALLOUT TYVEK HOUSE WRAP ¢y c7 z z 2 X6WALL SIDING MATERIAL O m 1/2"SHEETROCK HGA10 Lli z Z o EXTRA RIM BLOCK ¢Z 1 1/T'GYPCRETE FOR w 4Q O ADIANT FLOOR HEATING HGA10 ANCHOR BOLTS N PER CALLOUT PLAN AREAS 3/4"OSB SUBFLOOR GOUGE RIM AS NECESSARY FOR ANCHOR BOLT STUD STUD MAIN FLOOR 2,017 SQ.FT. - + OWNER APPROVAL 11 718"BCI FLOOR JOIST ANCHOR BOLTS Lower LevelWalls and Main Floor Fri ��"� EXTRA RIM BLOCK PER' �rs TUD ALLOUT BASEMENT 964 SQ.FT. r ' INITIAL: TYP.SHEARWALL TOP CONNECTION — ,III interior floor sheathing. is 12F D r ty p. PAGE #: f -FRAMING PERPENDICULAR All ext rior walls II r 1�}5�r �{ TOP OF SHEAR WALL @ TRUSS HEEL W TOP OF SHEAR WALL @ Y + p' TOTAL LIVING AREA: 2,981 SQ.FT D2 TRUSS OR RAFTER RAFTER OR JOIST NO SHEATHING SPLICE TRUSS HEEL RAFTER OR JOIST NO SHEATHING SPLICE ROOF EDGE NAILING ROOF EDGE NAILING SPLICED OR STOPS Interior be a ri rig wa I I s are indicated vv ith diagonal hatching. GARAGE 843 SQ.FT. S1 TRUSS OR RAFTER w CON'T BLKG CONT.BLOCKI G u TRUSS BL K OR 3/31/23 _ - Floor joists are OPA except as noted otherwise. ENTRY 110 SQ.FT. eW 24 OTHERFLI HT RIM OR CON'T BLKG---,,,, LL° CON'T BLO K JOIST JOIST J O OR RAFTER OR RAFTER # r �''p �y oN RIM0 CON'T BLKG - Stair framing: OPA and code.L !� Li Li COVERED DECK 381 SQ.FT. H10RH2.5OPTION ALT.,NO SHEATHING TALL HEEL TRUSS �� H2.50PTION SPLICED HERESHEATHING OR H2.5 OPTION NG - deck decking is 13a1)r type I $ Of 19 OR H2.5 OPTON` I STOPS HERE SDWC15600 OPTION HEATHICED HERE OR SDWC15111 OPTION IF SHEATHING SPLICED OR' 7 OR SPLICED HERE SDWC75600OPTION TOP OF SHEAR WALL HERE,USE H2.5 00 PER PLAN sowcls600 SDWC156000PTION TOP OF SHEAR WALL PER PLAN PEN DECK 232 .FT. -rEM,s t,.•Y . i DESIGNED BY: J. STERLING M CV O DRAFTED BY: N J. BASS 2 co a 1/4" = 1' U.N.O. DATE o LU 2PW 12-23-2022 W 03-29-2023 2PW 2PW W W 2PW W C _ _ 2PW o � ( LU IJ I � z IJ Z N m 1PW 1PW 70 W m Z 1PW 1PW e HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP W 17 Model:HDU2-SOS?.5 k Anchnr Diameter: �a 1 PW W Mimi U Maximum Alluwalile Tension jits.} a W ti +3— BEARING WALL BEARING WALL 1 PW Ilo Z LLI LFJBP TO I — — — — — — — — — — — — — — — — — — LL 3075 2215 o a I J 3" v v J J E HOU5 Insiallalion [HDU2 Similar) o a N I z O :! Z U O }�•� _ U.S.Patents 6,112,495 0 5 g r U 00 STEMWALL INSTALLATION Em6edmenl Oepu,le Iln.1 x k o o Srn<pspn BFISP species SPNIO' scles p �a W � 0 strong Tie Anchor 2 x k 1PW Q O Anchor Mode! Condition Cpndinon bar�pg111 0 0 (� T4Pe Midwall.Corner EN-01 Nil Cnmer'Edi hlin- a a 0 0 � ��/� SET 91L 1e 10 5 5 5 a s g LL LLI lldhesipp Andlw AT pM 11 10 5 9M 18 a 1i/P W �Z/ 0 w w _0 11And1w THU 10 lw W 10 10 lip W ly Q Q 0' M va 0 C SRMu2d 16 1a f la 18 is 18 •° pQa Anchor ssYR16 12M 12M 12i11 12% 12% 12M J Z co Q z it (Q�T{� 1PW WD � Q � � � 1.Sm pap A for addiii on&delails bur ifis bu ndadan t1'1�a- — �p I IC et�nuullSTeusnol oHEsrpEaNCMOROE1uLs Q p z 2 w r�.anyn Mlxa'aaalaa[H arr+«r Ir breaawnMaq aecbwz.J m � N Q eti o-• -Mlewell lMeYec °a -— - — Min.l:tlge(CI=1W cYn.r ° BEARING WALL ■ ■ RnehE W W W Min Eupe W �, r�ilsae aaa nmegured 5GW 1PW 1PW Min. N ia'� 24•_� i' 4 IIAn.retlalin Iry L MIe'•`MN. /dF M: ; r Iengtfl is 2 11, board Well. d I - - - EXT. Q Plan Ylew-Slemxall F°undall•e �r Y � } Midrall and Corner AppklW[idns tl'lZCtllr'll l]2.91• ' 11 'Allouts — C'op.tIl �t ConstrllrtionCale. Inc (Ccl) 1'¢'Mln.acid dnCe Z nTil qq Eed•w-Wall Aneher: Yin. d. O LLI N Mrn.Edge[C,=,>a' Ise Typical Shear Fall Callout Symbol lL Q � 00 moor f 1 Phi' _ This symbol indicates a dedicated shear wall or panel= the type per callout below- z Q 00 "j '' �`" � Walls vithout this symbol, or labli d "IDS" are not dedicated shear walls - use code-standard construction-I SIR • Mln.. .n �- °9 3.4 Plan Mlew-$I6alrwali Fpupdallpll °' ;TI ID ��,,{{�� `End-0l-WelE Application a^ �� Sl:n:"' -1`m- length o1 shear panel_ ft- z 1 1 1 Lu If II'[j " construct entire N all per the c-allout, N�ith minimum in&-idual panel lengths indicated on plan_ W 6 {+ �/ p U) L onc. UIF W 1". � TYFkpI ONalil wllh shoo _ "m` Li., _ Inlenpd oPer sM1ee ping PMIa nln` } . ; Top of anchor � Win�rebar $w, _ Cape- Stud ail Edge Sill Block- wall to Top of maw ~ J length is 5 .•7 U U O W OU city. mails Stud Stud Nominal matt ! Field Top plate ing at parallel wall to spc'g, SPamwall Foenderion StaliO EYew-SllAppi l Foundation , r 2� i4'indl Sheath- or height. s7 ar'g. stud see s7'�ac'Q � To plate studs unsu7' framing7'�e�'F'Yeo- bottom Mud sill 3�-}4i1 �—I\A1ipgM Aepllptlen EedJh-Well Appllcell0n end 2 x k mM.M L+ 1 e+. I` b C p l 1' I` `Y O Call- leis, ing, Sides of screws. max.. max.. size. std st'l Stud Plate, splice. vvi edge parted or rim or dicular plate to anchor to mm � � � z SHEARWALL TOP CONNECTIONS out Eh if min. wall size ft. in. min. specs spat' in. min. ruin. nail's edges rim bllc'g. framing. framing. concrete embed � C N Q NOT TO—SCALE 2 p specs) t` �2 = � D1 TYP.SHEAR WALL TOP CONNECTION Detail Detail Detail FRAMING - MING PARALLEL,RIM OR CON'T BLOCKING (�2) (�) NO SHEATHING SPLICE SHEATHING SPLICE D N TRUSS,RAFTER, 2 W Can't p TRUSS,RAFTER, JOIST,OR CON'T BLKG ?/1 6 it or "'/ * O" bolt 24 JOIST,OR CON'T BLKG rT sheathing lC LTP40PTION A340PTION �� larger ��vn ea `J `onit � II OSB or one- iy}' 6.'121 Con't or ALT. SHEATHING L� e,tu+ef ply-ch 'q pii �y '=�'y +bikg- of sheaLhins+ ¢ ¢U NO SHEATHING SPLICE p phi,v - 48 lap sheathing Titer z v_z SPLICE HERE CEILING OR 2PW 168� side_ H2-5- or or 16d w00,0 OTHER BLKG - .} / - / II II o Z U U CEILING W 1p-W �y od, _ 8d 1 16 x6 Savn , 12 1 2- 2x w.. 10- 2x IAA of 34 of TT'�� . w.. 3 72 Z0a< TOP OF SHEAR WALL 1 210 apply �-y MN-C- g- 6" or OU N Z O PER PLAN orient 1 6d. 1_.1 P4 at ��sh - O TYP.SHEARWALL BOTTOM CONNECTION directly Sawn 1 1601 DS ZK�o� D3 w daf 2W either to studs 19 12 2x6 112 1 36 max_ 24 1 _ l IAS or 7 Ej -z N o L z ON FRAMED FLOOR 1PW r dir_ or L L 7 ogr;Ym J-I.itl..t L S N Q< JOIST JOIST W/SHEATHING I ♦^ z a w w a W/SHEATHING SPLICE OVER RIM JOIST I Con't V a 3 W N ' BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL �1� I = a o O 7 U� w� PER PLAN PER PLAN I I ]fit g or z N O z= HO�F� LT.WALL SHEATHING �I r�}1�r}y ,F+ �y y z= ce STOPS OR IS NAIL OR SIDS PER TABLE ALT.NO SHEATHING CODE MIN.NAILING ;;F 49l l 4 12 I1J 16 1 6 d LG'Oj Z. w w O SPLICED HERE I I 2PW (same (same)a aide (same) i 6 aide aide (same) (same (same) 2x (same) (same) II (same) 42" w 3 a z z SPLICED HERE Z�a=LL _ _ = 350 or (�12 or4_v �¢oUo a JOIST JOIST a�. 1 , 1 7 <? l-O 4S W L 00 ¢Wzma 1PW " W UOZ.,2 WALL,BEAM OR WALL,BEAM OR I G' 0 3 3 0 0 FOUNDATION FOUNDATION ,6 Z o U_ Z Z STRONG WALL SB ON UPPER I 1 + " d i + " �?-W E ��i�, 1..2 of �,4�a2�1 4_� SAS "° �� LEVEL FRAMED FLOOR 5GW 200 811 p both 1 211_ 68 10 �' 2x4 saline 717�1 (some) s ae fsamel (same) (=atne III same 72'I 06Q Z L zw oo SIDE VIEW FRONT VIEW g for 5: a m,N O 7/16 OSB SHEATHING STRONG-WALL SB z O p O 2 SIMPSON STRONG-WALL SB TYVEK HOUSE WRAP PER CALLO UT Q Z U PER CALLOUT M S Z O 2 X 6 WALL SIDING MATERIAL O m 1/2"SHEETROCK HGA10 Uj z Z o x EXTRA RIM BLOCK W ¢Z[e 1 1/2"GYPCRETE FOR w 4Q O ADIANT FLOOR HEATING HGA10 ANCHOR BOLTS 1PW PLAN AREAS N=PER CALLOUT 3/4"OSB SUBFLOOR GOUGE RIM AS NECESSARY GAR I FOR ANCHOR BOLT STUD STUD STUD MAIN FLOOR 2,017 SQ.FT. -o, Wl ►� OWNER APPROVAL 11 718"BCI FLOOR JOIST ANCHOR BOLTS hh n1 EXTRA RIM BLOCK PER'ALLOUT BASEMENT 964 SQ.FT. `" INITIAL: TYP.SHEARWALL TOP PAGE #: -FRAMING PERPENDICULAR CONNECTION TOTAL LIVING AREA: 2,981 SQ.FT 1 D2 TOP OF SHEAR WALL @ TRUSS HEEL W TOP OF SHEAR WALL @ am TRUSS OR RAFTER RAFTER OR JOIST NO SHEATHING SPLICE TRUSS HEEL RAFTER OR JOIST NO SHEATHING SPLICE y ROOF EDGE NAILING ROOF EDGE NAILING SPLICED OR STOPS GARAGE 843 SQ.FT. 3i31i23 �D1wAiL S 2 � TRUSS OR RAFTER z CONT.BLOCKI G CON'T BLKG n TRUSS BL K OR OTHERF HT. ENTRY 110 S Q.F T. RIM OR CON'T BLKG---,,,, LL° CON'T BLO K JOIST PAGE: JOIST J O OR RAFTER OR RAFTER 01 RIM O CON'T BLKG H10RH2.5OPTION ALT.,NO SHEATHING TALL HEEL TRUSS S6 H2.50PTION SPLICED HERE SHEATHING OR H2.5 OPTION COVERED DECK 381 SQ.FT. �+� + 's -�64� i 9 of 19 OR H2.5 OPTION` I STOPS HERE SDWC15600 OPTION HEATHINGSTOPS OR IF SHEATHING SPLICED OR 7 ORS PLICED HERE SDWCi5600OPTION SDWC15800 OPTION TOP OF SHEAR WALL HERE,USE H2.5 OR PER PLAN SDWC15600 SDWC156000PTION TOP OF SHEAR WALL PER PLAN PEN DECK 232 "FT. :CTE.Mr'F *H LY .