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HomeMy WebLinkAboutPermit File BLD-2021-0931 3949 Rock Ridge Parkway (2) DESIGNED BY CODE & PROJECT DESCRIPTION PROJECT INFORMATION J. STERLING ZON ��°loT o Ec° °t CITY OF ANACORTES DRAFTED BY: �~ PLANNING AND BUILDING DEPT: PROJECT ADDRESS: J. BASS I OCC JP AND USE: SINGLE FAMILY RESIDENCE CONS YPE: TYPE-V APPROVED PLANS �'� 1891 �,Ct, REVIEWED FOR CODE COMPLIANCE1/4" = 1' z c0R 3949 Rock Ridge ALL `> F,,in�se<,, )N TO COMPLY WITH LOCAL CODES AND PERMIT#: BLD-2021-0931 Parkway U.N.O. ORDINANCES AND THE FOLLOWING: ADDRESS: 3949 R CK RIDGE,PK_y_Y ANACORTES, WA 98221 DATE o - 2018 INTERNATIONAL RESIDENTIAL CODE APPROVED BY: 11/08/2021 - 2018 UNIFORM PLUMBING CODE SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT o_ - 2018 WASHINGTON STATE ENERGY CODE BE ALTERED WITHOUT AUTHORIZA ON. �lll,,,l,,l,lll1 ,- __ _- PARCEL# P134318 . ... CLIMATE ZONE: 4C �- l� ENERGY CREDITS REQUIRED: 6 ���IIIIIII'll PLAN AREAS ENERGY CREDITS TAKEN: I - �.� P- - I I MAIN FLOOR 1 ,353 SQ.FT. IIIII ENERGY CREDITS TOTAL: 6 11 -` III 1 III f UPPER FLOOR 1 ,573 SQ.FT. Il . iiC3)02 - w& __. �l BASEMENT 1 083 SQ.FT. DEFERRED SUBMITTALS _ 1 =--! __ I „, TOTAL LIVING AREA: GY �i _ Li 4,009 SQ.FT. -� � 1. MECHANICAL HVAC SYSTEM DRAWINGS �. o 1 ' STORAGE / UTILITY 161 SQ.FT.2. ELECTRICAL POWER DISTRIBUTION DRAWINGS iL N ll IflIllIllIlIlIlI ❑ 3. NATURAL GAS DISTRIBUTION DRAWINGS 1111 GARAGE 725 SQ.FT. 4. PLUMBING DRAWINGS _ -- - 5. ROOF TRUSS DRAWINGS / CALCULATIONS _ - = .—' I 1 Z j ENTRY & REAR PORCH 195 SQ.FT. o 6. FLOOR JOIST DRAWINGS / CALCULATIONS I I, I ' 7. LANDSCAPE PLANS OPEN BALCONY 331 SQ.FT. CO a U 8. LIGHTING PLANS ..:..il.__ ga "!`! , COVERED BALCONY 224 SQ.FT. 9. CABINET SHOP DRAWINGS F,-�r li 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGSIII 111) � i 11. FIRE SPRINKLER (IF APPLICABLE) I .. 10111 OPEN DECK 122 SQ.FT. 12. SOLAR PANELS (IF APPLICABLE) al a; ""'` ' .....„. '' N —�_- COVERED DECK 154 SQ.FT. 13. ELEVATOR PERMIT (IF APPLICABLE) ,�� �m. J %so OWNER / DESIGN INFORMATION —`�� FIRE AREA: 5,529 SF �\ \ , � o 0 DESIGNER INFO FIRE FLOW REQ.=2,000 GPM N L DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. _ COop �, EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM Q o y �% NEAREST HYDRANT = N/A ° W DRAFTSMAN: JESSE BASS - STRANDBERG CONSTRUCTION INC. _ z w w co -a EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM I Q Q 1- 2 V HOUSE TO HAVE FIRE SUPPRESSION LU o < p . p z � U J co Q ' 00 rn cn BUILDER INFO 5 Q o z c_o W. NAME: STRANDBERG CONSTRUCTION, INC. co cal Q c� ADDRESS: 2018 RAVE., ANACORTES WA 98221rinH[ lE WE ][TELEPHONE: 360-293-7431 sBERG=ipim[ ciE OWNER INFO 3949 Rock Ridge Parkway , ANACORTES , WA 98221 NAME: WEISBERG-PRICE w ADDRESS & TELEPHONE AVAILABLE UPON REQUEST LAYOUT PAGE TABLE REVISION TABLE ° — w z PG# TITLE COMMENTS CONTRACT DATE 0 Q PG# DATE DESCRIPTION , z Z COVER SHEET w 0 w cr; a f: 0 E in Cl SITE PLAN ,. w —co1_ � �C2 STORMWATER BMP'S w w o 0 0 o — � z C3 CURB , SIDEWALK, AND DRIVEWAY o w �, Q AO ARCHITECTURAL NOTES Al FOUNDATION PLAN A2 FOUNDATION DETAILS FINAL EQUIPMENT AND OPTIONS TO MEET OR EXCEED THE REQUIRED 6 TOTAL CREDITS Q J z� QU A3 BASEMENT FLOOR PLAN Table R406.2 Fuel Normalization Credits LLz� �Og3 LIZFU O Q �wK Fuel Normalization °-z° system No. Full Description Select System Type Credits EnergyCredits Total Credits Qa�a A4 I /IAIN FLOOR FRAMING PLANpzw°2= w a�5Z` M.- A5 MAIN FLOOR PLANz� W Combustion heating equipment meeting minimum federal efficiency standards forthe w OX=za Min Federal Efficiency System 4.v r0 zw°°D equipment listed in Table Ca0?.°.2�:�=:, or CY03.3.21;E•} I o=;W =U�o° A6 UPPER FLOOR FRAMING PLAN ~a_w~ u- xa v♦1 w� ui� ��aaz aaoUO A7 UPPER FLOOR PLAN il Yz~�° a�O�z Tonle R406.3 Energy Credits W 9OZU° aOzm'a '�oz�� �¢oo A8 ROOF FRAMING PLAN Energy ZzoQz Option No. �t dory Select Options Credits Brief Description of selected Options' 0 W i>j U 0.2f Windc,.si R-S.floors or R-10 Fully in.u!ated slab. Or E% a °zz � A9 BUILDING SECTIONS generationperhousing provided Efficient Building Envelope Option 1,3 o.. mu 0reduction in UA 0 U For each 1200 kWh of electrical unit am��o 000= annually by on-site wind or solar equipment a 1 .0 credit shall be allowed, 3.0 ACHSar High efficiency fans I For R-2, 0.3. cfm per ft2 at 50 PO Al 0 BUILDING SECTIONS up to 3 credits. Generation shall be calculated as follows: 2 Air Leakage Control and Efficient Ventilation Option 2.1 0.., mg Pa.i High efficiency fans m zaz For solar electric systems, the design shall be demonstrated to meet this High Efficiency Fossil fuel-fired furnace or boiler as primary Al 1 EXTERIOR ELEVATIONS requirement using the National Renewable Energy Laboratory calculator 3 High Efficiency HVAC Option 3,1 1.0 heating system(Min AFUE B5% for furnace or 90% for boiler) PVWATTs or approved alternate by the code official. OWNER APPROVAL Al2 EXTERIOR ELEVATIONS Documentation noting solar access shall be included on the plans. High Efficiency HVAC Distribution System Not Selected o 0 For wind generation projects designs shall document annual power INITIAL: SO STRUCTURAL NOTES generation based on the following factors: .1 Efficient Water Heating Not Selected 0.0 - PAGE #: The wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. 52-5€ Efficient Water Heating Option 5,5 2.0 NEEA Tier 3 heat pump water heater S 1 ENGINEERING INFO BASEMENT PLAN To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine 6 Rene'rrable Electric Energy 2. 00 k'rlh Option-6,1 1 , 2.0 On-site wind or solar electric energy PAGE: S2 ENGINEERING INFO MAIN PLAN equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production. 7 Appliance Package Not Selected 0.0 - 1 of 21 S3 ENGINEERING INFO UPPER FLOOR PLAN Total Energy Credits 6.0 .• _ -- DESIGNED BY: VICINITY MAP- NO SCALE N LANDSCAPE LEGEND J. STERLING QFORcopEco DRAFTED BY: I ,, .., 7 ... .c.r... . , 1891 4,7 - :: _A g: \, TION/ .c.. 1/8" = 1' UNO.ii.../ % 4 • 4 _ ' f /7— . �. \ LLJ ,�. 11/08/2021 k • i k _ i \ / MULCH - PLANTING BED ti• r • \ ------------------------- t\C: 14 4 co . • f 7 \ k 'd•'it. ,z, ,s‘ / i',/, '‘, ,..' EXISTING BEDROCK k 1 / � H i,' / 6'). / \ H V-- Al It t. ,tip ..... .1. , w \ 8d, ,r -/-•--._ . 7 •cl ' -� � - --- ` . - v Ax \ _,,,. CY) '5>, V4 c9 �7. ���' DECIDUOUS TREE ' / -2 /17/1"--/..: /MIT 454' v 4"4,, a II ----_____ ) --______, ,1 -z.--_ (1,) L.3 453' vt, .o X % _7-- - --, _—_._ „III ", _ ( , \\ \ 444 I(--- �- � �..� 111111, ��-�� \ _ ,��° \ � �/� ,•� CONIFER TREEID _ k\_ 1 .,.. .... �� y�, 445' ` ' /A\ \ CP. \ I i --..... i 0 1:1) 02 % � - _ ��/ �� �'`�� SHRUBS / PLANTINGS LOT 7 a 455 /t$1 �\\*\\\,\S'A' \ Fti�� v aC re, ge REFERENCE POINT ON A 456 ♦� �� \ 0 PROP.LINE / A 50 FT TO NW CORNER A )\ 457 N' ` - \ REQUIRED LANDSCAPING1 0 0 9 5 SF / 459 � ACALCULATIONS / THIS AREATO POTENTIALLY BE �� A TERRACED GARDEN AREA �. V.# SITE AREA 10,095 SF 0 / VERIFY WITH CUSTOMER @EXCAVATION \ Q 458 �•� ! �v %OF SITE AREA TO BE LANDSCAPED 20% R2 ZONE ov /7 °Q s0'. �� �� � ��`\� ` \ �� (PER AMC TABLES 19.42.020 .030) 2,017.2 SQ. FT. REQUIRED Clin 0 CO� e ► �: / ELEV. ♦ �_ \ /\• 3,000+SQ. FT. PROVIDED E iLi A Iii 111‘,N - — , \ \ r),C) �� N COMPLIANCE WITH AMC CH. 16.50TREEUNITCREDITSREQUIRED: c,? / � TREE PRESERVATION 11 TREE UNITS REQUIRED v��� �^j / �� �V/$,T* 1 � \ (SITE AREA/1,000 SF) O ::, 4" �/ / `„ ,, s1\ \ <r \ TREEUNITCREDITS RETAINED: o Q / 7 V �• ., 111 440 '�F,,, 0 TREES 6"DBH =0 TREE UNIT 4jQ) / •4' 462' as��, o A CREDITSRETAINED®v A TREE UNIT CREDITS PROVIDED U/ A 4"5 _ 463' i�� ��®®� / -5 NEW DECIDUOUS TREES N 2 / d ' \� ��i A V (MIN.2"CALIPER @ 6"ABOVE GROUND) / c+, :"74/ \ ,, �o ))4ski 1 t ♦♦� - / -6 NEW EVERGREEN TREES0 / 466 -N � �*IX v• SFRV A ,�,�\, Aak\ � (8'MIN. IN HEIGHT) 137 a, W s�AB�oaR � \ , P 31t1)/\, ,,o• 0 LOT INFORMATION z wv � ti/ � � FF - 464 � .��y � f/� / _ �/ AVG. ORG. GRADE 457.94 Ai ► e Ar �v, 1 \ PARCEL# P134318 ❑ _ rJ °' 5 , • § ����G�u A co PG� ` /\�I �� '/ 1 `t ' // igr LOT SIZE 10,095 SF SQ.FT. Q oco c\I z coo ,z,N, PPPry cO4V \` h / ` Atill1111IP 445' / CLEARING LIMIT AREA: 10,095 SF SQ. FT. \ �Q` Q' `. %� + / / MAX BUILDING COVERAGE (35%): 3,533.25 SQ.FT. GARAGE t.. .tiw A Ili NW \ � ,\ ' V ° � � i / 4(Zi"*.w ACTUAL BUILDING COVERAGE (24.95%): 2,519 SQ.FT. �, FF=464 .� / 70 - i 2 _/ 7 / \ \\//\\ /; ELEV\1; \ / W /$ ►�; A �' NON POLLUTION GEN. HARD SURFACE AREA: 2,819 SQ.FT. �,� j� BUILDING \ 454 �� 450 � FOOTPRINT = 2,519 SF � \ (SLP 111 SF > A / POLLUTION GEN. HARD SURFACE AREA: 1,006 SQ. FT. Q (Ni LOT SIZE = 10,095 SF / ' 7/fer/A" ��,°Q = / w CNO\ (24.95% LOT COV.) / �� 41451 ' `�\° / TOTAL IMPERVIOUS AREA: 3,825 SQ.FT. Z i cn ��� 59 \ ��� OVERALL BUILDING HEIGHT: 35'-0 I— Q S// ek / �/ �% \ s �, a <�•� 45 .�� �ti�' z ' Z �'�� tiffs, Ilk ` \ / \ .��4v �P���� 457'' '-\\\ �5 ' �� � MINIMUM REQUIREMENT #2 BMP'S W ( W 0 �/� �s°.off ELEV. \ GiStZ'<)? 458' 456 V \ \ / SOIL QUALITYAND DEPTH/ \ 459' NEWPROPOSEDREDI- /� / ry / 141441 oQ�� \ ROCK 454 <v , / U m o O 7: / / / �o 462 0�g� RETAINING WALLLLJ`� 460 CONNECTION) 455 C2 BMP C233: SILT FENCE (� I )) / �� EL��� Q �� (VERIFY LOCATION/PORCH 1 V ,63.75 ;J �� A 66' 464' 7� ' °�°� 461 ' \ '� � / C BMP C105: STABILIZED CONSTRUCTION W Z 463 Q� NEW REDI-ROCK 0 N M ` J A� _� � RETAINING WALL O \ /' , / C2 ENTRANCE / EXIT 6�/ 465 \ ^ 4e. DRIVEWAY CATCH BASIN 4 4 c1L / / �CO TIGHTLINE INTO SD TIGHTLINE a \ A I O �� • TO TIE (p• t . D STORM DRAIN INLET PROTECTION G / DRIVEWAY TO SLOPE TOWARDS EXISTING SHA`R_ED ACCESS 4 0\ /M // 411° C2 1-40.20-00 Cy / \ DRIVEWAY WITH NO MORE THAN A 20%SLOPE a �ti J ul \ PROPRLINEEPOINTON �+ O� ��°F� j� 41111411 / \ \ E BMP C235: WATTLES \� _ EXISTING REDI ROCK / 50 FT TO NW CORNER Ce ' I 1 A C2 �! A RETAINING WALL G N' / g �a / 7 `� / ° ,� �'o,, v WATER CONNECTION / / 6', ix s / \ ,� F BMP C123: PLASTIC COVERING HNUo� / � i � a \�\ � �� C2 / SOIL STOCKPILE aW°a�; s� / .r 6 SD STUB iZ��E Zo / 6" SS STUB �woZw ox DRIVEWAY AREA UP BMP C154: CONCRETE WASHOUT AREA xmQ�2 TO PROPERTY LINE " C2 zx z i w w / 1,006 S.F. °X /� < w U O� a e\ , / ,o H BMP C130: SURFACE ROUGHENING J z° ~� �� (C2) � � _ , / .. / \ wFaaz / CODE & PROJECT DESCRIPTION W S� a PLAN AREAS Hill \ ZONING: R2 ZZ° I / OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE COZ°°QQ / ,may* a MAIN FLOOR 1 ,353 SQ.FT. CONSTRUCTION TYPE: TYPE-V �/ N�ogg a� w° ww °oo -UU \ u�a�zz Zw U00 / / ''''a,` \ UPPER FLOOR 1 ,573 SQ.FT. ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND '088 ORDINANCES AND THE FOLLOWING: J m ° I 6861 / \% -2018 INTERNATIONAL RESIDENTIAL CODE ;Z / 4 I \ / // BASEMENT 1 ,083 SQ.FT. _2018 UNIFORM PLUMBING CODE oom / -2018 WASHINGTON STATE ENERGY CODE Ld go Z a Z o / 4 ii / � TOTAL LIVING AREA: 4�QQ9 SQ.FT. � 1 OWNER / DESIGN INFORMATION / ° / a a i STORAGE / UTILITY 161 SQ.FT. OWNER APPROVAL / 4 PROPOSED CONCRETE WASHOUT AREA DESIGNER INFO DESIGNER: JASON STERLING-STRANDBERG CONSTRUCTION INC. / I OR MAY USE SHARED CONCRETE WASHOUT GARAGE 725 SQ.FT. EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM INITIAL: // 4 r LOCATED OFFSITE IN ROCK RIDGE DEVELOPMENT DRAFTSMAN: JESSE BASS-STRANDBERG CONSTRUCTION INC. PAGE #: ENTRY & REAR PORCH 195 SQ.FT. j: ZrTT100M OPEN BALCONY 331 SQ.FT. BUILC 1 NC. �I COVERED BALCONY 224 SQ.FT. ADDRESS: 2018 RAVE.,ANACORTES WA98221 TELEPHONE: 360-293-7431 PAGE:4 , 4 a OPEN DECK 122 SQ.FT. a OWNER INFO 4 a a• NAME: WEISBERG-PRICE 2 of 21 ( I COVERED DECK 154 SQ.FT. ADDRESS&TELEPHONE AVAILABLE UPON REQUEST BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND DESIGNED BY: jJ BMP C154: CONCRETE WASHOUT AREA 0 BMP C235: WATTLES Q BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT O PURPOSE PURPOSE PURPOSE DEPTH J. STERLING PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW,COMPOST,OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO PURPOSE AND DEFINITION c� low CODE co WASHOUT OFF-SITE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT IS WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT NATURALLY OCCURRING(UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS DRAFTED BY: 4(9 T Y 'kn{ ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. INCLUDING:WATER INFILTRATION; NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT N `{ 1 O v ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW TRENCHES CONDITIONS OF USE ,� C� 2 BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS c-% CONDITIONS OF USE AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE 11-4.2.14 WATTLES(P. CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION J. BASS CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE:- 378)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN 1-30.30-00 ALSO PROVIDES INFORMATION ON WATTLES SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL E 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) PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLY AT THE MAIN SUBDIVISION > THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, o 1891 -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, z N'�4 `N. °" -CONCRETE TRUCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-SITE. NOTE: IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET WASTES, 1t = T AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITYAND DEPTH REGAINS GREATER 1/4" 1' U.N.O. m for Se(( 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASH WATER 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 et76 or,, FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR -IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. THE INITIAL CONSTRUCTION SWPPP. IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR SOME LANDSCAPING GROUND WATER.THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM -ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. DATE w DRAINS,OPEN DITCHES,OR WATER BODIES, INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. CHEMICALS,CAIO THUS LIMITATIONSUCING POLLUTION THROUGH PREVENTION. I- APPLICATIONS AND -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL 11/08/2021 cl EFFECTIVE FOR ONE TO TWO SEASONS. AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH WILL PROVIDE IMPROVED ON-SITE a -PREVENT RILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH WATER FROM PASSING BETWEEN THEM. NUMEROUS MATERIALS SUCH AS COMPOST,COMPOSTED WOODY MATERIAL, BIOSOLIDS,AND FOREST PRODUCT • RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITYAND DEPTH BMP BE APPROPRIATE DESIGN CRITERIA NOT TO SCALE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS ii -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. 3n1 Mirirnien AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES f) SIGN GUIDELINES o 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 Lalii and fl ging -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A U 0 1. 0 orn 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 Sandbars -CONSTRUCT TRENCHES AT INTERVALS OF 10 TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE,AND OTHER PORTIONS OF THE SITE WHERE FEASIBLE. RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS -INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT s jr:/-Berm Sandbag INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. O PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1 --�� Sfl mil plaslit liningCY) IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE ` 0 1.ATOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% AND INTO THE SOIL. , , kS�11. ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. 0 0 fWOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3/8 INCH REBAR CAN 4 THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF X A ALSO BE USED FOR STAKES. ^" INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE W 2 Varies 0. T. f STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING Om..d SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, lai); ci c>._ # 1 m ABOVE THE WATTLE. WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. N Berm MAINTENANCE STANDARDSvit i.•, 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS i -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, Ally, A.THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE •N \_ ii ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. e 011111116.4NAlharejeT.Ort....r.ii. 100'min. COMPOST SPECIFICATION FOR BMP T7.30:BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.959),WITH THE v00 a Section A-A10 - y - ,- EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN p b e 1d end plastic Piing #- art. .. 91A 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 1. Actual layout #. * LOWLANDS REGION. m determined in the field. B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR ° Type "Below Grade" 2. A torttrefe waah4ut Install driveway :- - OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT EXCEEDING l sign shall be installed culvert if there is a THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS, IN WAC 173-350-220. o wilk7irY if}rn 8f the roadside ditch present __ _ A, THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. (1115 Z 4 L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE ° 3rrt Minimum temporary concrete spells ' , illit METHODS LISTED BELOW: ¢ washout facility. ;� 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. o '•' ¢• � 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM CALCULATED Mod frame !+ trit RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. B P securety fastened C,eotexlile 40 `Air , ` .. 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST around enfirrx TA+' ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT"PRE- 4 perin�leter with two 3' _ APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. w 12 stakes - (.12rn _1.4 `' 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. LI varrts �p 14 mil r • MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE 5d4. Apv-, DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. 010 tic liniri r�� E \ - / ' MAINTENANCE 0 { Notes: il 1-5'min. -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM tJ Pale ftyp_) ,{ Pr \ 1. Driveway shall rn et COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. lranw!as mull be •' 12'minimum thickness O the uirernents of the -PLANT VEGETATION AND MULCH THE AMENDED SOIL AREAAFTER INSTALLATION. { ¢ Section B-B place alnang slbpa i'= ' Adjnt rclll permitting agency. -LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. tJ bontOit5 ti� srial tightly abut l -REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER N i /0 mil plastic lining ti N �, Two-stacked •-- 2_ It is recommended that Provide full width THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. v) 2x12 rough Plan the entrance be of ingressiegress woGd frame ': area Q c.) N crowded so that runoff ~ drains off the pad. 0 > 2) Type "Above Grade" with Wood Planks NChTTCS+'�4L1= A ''- . ' 1- > w CO CO IIT-25'(3- m) ) W 0 cI L f � U Figure II-4.1 .7a ,c,4 Figure II-4.1 . 1 J oo N i Q Concrete Washout Area ' f°.. Stabilized Construction Entrancem Q N Q 1 co Reetsed,hrk..2>k15 Spatting depends ,. •# • Revised June 2015 DEPARTMENT OF bri sniliyeand '� DEPARTMENT OF ECOLOGY stops siepness h: Sedirrnl,�rgailiG rrialrJL�f_ E L7 Please see habilevsvw.ecy.tva.govdcoPynght.hlml for copyright noCioe including permissions,' Please see httpiMwxw.ecy.wa.gov/c�oayrighhc.h/mit-or copyright notice including permissions. State of Washington fimilaiion of liability.and disclaimer_ and native seeds are Slate of Washington limitation of liability,and disclaimer. __ captured behind She rolls. li 0 BMP C130: SURFACE ROUGHENING . ..,. CI STORM DRAIN INLET PROTECTION 1-40.20-00 W Purpose: Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity,increases infiltration,and provides for sediment SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE 0 B M P C233: SILT FENCE 0 U (6 N trapping through the provision of a rough soil surface.Horizontal depressions are created by operating a tiller or other suitable equipment THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE Li_ Et w CV on the contour or by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such 3'-5'(75-125rrrr:) USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A co 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 r , " CD 8"-1a' Dia. 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3 15 11-4.2.12 SILT FENCE(P.369)FOR DETAILS ON SILT FENCE CONSTRUCTION. V I� CONDITIONS OF USE: ( ) ' 7 I..L < -All slopes steeper than 3H:1V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. / x 1 (Z�-25flrrim) CONDITIONS OF USE Z L .. ' -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. w V Slopes with a stable rock face do not require roughening. _ SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF - w -Slopes where mowing is planned should not be excessively roughened. Live Slake THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. J -0 w •.• SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS U Et Q 41 N. � ./ OF OVERLAND FLOW.CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. H y, 1'x 1"SCE DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN L -(25 x 25arrnl) MArt;,Gt: � ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. H (� L.I_ - gj� 0 CO W 0 O f ®RATE FRAM ..ffi a U E !L..... NOTE: ♦^ �� 1_ Straw rod installation requires the pin{ m n1 and sr ur slacking �- f v J �, . , s I or the roll in a h encI.3"-5"(75 125mm}deep,dug on contour. i� O Q • �- Runoff must nut be allowed to run under Or around roll. NOT TO SCALE SEBOJErrrAM DEEMS ill lial s 1��1 �, 1l 'Ii i f II OVERFLOW BYPASS I1/ w CO .76. ,# Av BELOW INLET GRATE DEW OE Joints in filter fabric shall be spliced 1011 _ WZI. Figure I - 4 * ` * y at posts.Use staples.'wire rr s or equivalent to attach fabric to posts 116 7- CO- Wattles WA --.7 rft i N ' Rt�uite�1#+Iduember 21115 2"x2'by 14 C,a-wire or equivalent. .11 ...-i-,,-r- ,N,Ifid... p,_ 111.• 146.. 1.-I' l 6=6_ DEPARTMENT OF if standard strength fabric used M- 0 ECOLOGY Phase See lttlpYJlrwtix_d�Cy_we.�O+�k`1liy1i hUllrfb k in t pyr P t elo i irie�uds1j�9triiissibrl5, ..*+*+ ■N N Nomrrrrt� ■ � �' State of Washington firliil r1r.efiatiliFj,arttl lime- • ►;►;�;+ ;' ,�•NNrrrrtr■ a 7...12. „iiii,S.• .s6. fl= i_4=11.- +++ + + +++4,I11Mrrrrtr■ s b** W. *****, F*+*+*+ *+ + ++++F++A T1'a.{�f3r1 Nittl ma.t llrl upand ck wn n a *** • *******.. ❑ i*+*+*+ #*6 +*+ *+*+*+*i*+*!i i i= woo a , ® BMP C123: PLASTIC COVERING +:: + ::. ::: ;:= =� - �a¢ tie slope pr'a.idlsS grooves that WO , gii. a a . + *+:6qq1�ua** n g o tbft mod, ratiredaAl_aril n5duo9 runoff. • PURPOSE: ii:::::::s1 * 014'4*p. �' 1..1.. o + PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. 1 *i*+**+*+i* 94 49.)� C a a`I >lE�C'r101i11EW WALE3*+�+**s+*+f+*. `1a ,+, 1 R C „.„0_,,v CONDITIONS OF USE: MOTT' -1 V � ' 3Qwo Tracking PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, -- -r 1 1 '. ci EXCEPT AS STATED BELOW. I I I l OHlw PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY Minimum IJ� •6'max 09 IRAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX 4"x4"trench I { I MONTHS)APPLICATIONS. a w -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE LLI `°=z Zoo . *kb. Posts c� ma be increased w ww o= ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. y2"x2'wood posts,steel F- W3 az Z 11' -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON-SITE to 8'if wire backing is used o�g oo 11=II=II• fence pasts-or equivalent Z a a�o FI=11-I1 fir• MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY ORA/NAGECRATE Z W o c 11#11=11#I CLEAN WATER AWAY FROM THESE AREAS. -rECTANGULAR GRATE OWN RETRIEVAL SYSTEM i11P.i aao z =11=11. L z°ZWQ =II. I�=t -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. N W n m n= -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL,AND i O$3 11=11 1,a Y!P11=i, DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL, UP TO$1.50-2.00PERSQUAREYARD. °z.az 11=1 � l"I'^11=. 2"x2'by 14 Ga.wire or equivalent, r = 1_� 11ff-11-11- -WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. 2 Z W Via¢ t 4 ++ if standard strength fabric used 6lS I »1-H-if-11-11-1I= THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN RAINWATER AWAY G r r�] im �1,- w od1i-11-II-11-11-i14 FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM APLASTIC COVERED SLOPE WITH DIRTY �� ! °� ZZ 5f r a"min -II-AlRiL RUNOFF FROM A PROJECT. .' ma ice- al z�w�oo 1 ' 11- i9-11- •I 1[=11:.`_ 7 (15rr1) (1 54mm) =II11� n1M ...,..,., 1w[ a m o I -I111=k1• Filter fabric _ _ -IIi. .' o021-.1�-1-11-11. -11.II. 14A -I1 aZ°z111P11� 3 -11: .. 2'rrdnHo�w§ .NI ' ZaZ�II-11-.. E ■r � N Z 1 ii 1. ■1ii-11 � C n o u r E ll rr aEww it r aRn7E t lneE r A� ,Il llllullr Makin turn BackE�u trench with •1111 •T.1 -"r=I1=1IL• nature soil or ' # 11-i[`-li- _ :- - -El 1=11=II=/9- - OWNER APPROVAL 11=[1=1111*h. % STATE 1.5'washed gravel 12"min. Grbo4eSunll catch seed,Fertilizer, .�1=11=i=11=11= 11. �' ' 6711E 1A° 0101,011 ED =11=11=11=11.`1.. 111= �' LANDSCAPE ARC-11E0T Mlnlmum mulch.rainfall, and seorease runoff. INITIAL: 11=11=11-11- .l.=�1=11�1 a 4"x4"trench -II-II-11-If- , ,I-II-II-l-[1?=. PAGE #: =11=11-f1-11-11-11= 1=11� MARK W.MA€1RER -11-11-11-11 ll 1i-11 - ISOMETRIC VIEW CERTIFICATE No.GOG86S 2"x2"wood posts.steel NOT TO SCALE 1 MN,1.0......V.,....A.M.41,0q, fence pasts, or equivalent ..,.A.,.. �.a.. ........M.M..~..,.1 NOT TO SQALE � ' C2 Figure . • lel Figure 11-4.2.12• Roughening Tracking and Contour Furrows . 94 •W + /- STORM DRAIN INLET PROTECTION STANDARD PLAN 11.70-00 SFlEE770F7SHEE'ET Silt FencePAGE: DEPARTMENT OF APPROVED FOR PU UCArtON Revised October 2014 ; E Please see httpcivivw_sc Reuis9d,kvr 2015 DEPARTMENT OF Pakatich sco CO rr�+ 3 of 21 y we.poutyrighth yni for copyrgglit notice including permissions, ••t State of Washing Ion hirmilairdn of kiabiGlSr_and disclaimer_ `"`-lirgim"°"°ip-"iifi1Tit___ ECOLOGY Please see hriplAmiv.ecy.wa.gov/copyright.him/for copyright notice including permissions, Slate of Washington limitation of liability.and disclaimer. DESIGNED BY: STANDARD PLAN F- I 0 . 12-03 - CONCRETE CURBS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANCE J. STERLING a��FbTYEco MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS DRAFTED BY: N w A o �� rn I I VARIES(SEE CONTRACT) F J. BASS VARIES 12"TO 24" FACE OF CURB I FACE OF CURB I FACE OF CURB y c.J I I BROOMED (SEE NOTE 1) - VARIES(SEE CONTRACT) z° 1s91 - I 6 112" I 6 112" VARIES FROM 6"(IN)TO 0" (IN)-- FINISH (TYP,) '' `NCO L °� 1" 10 TO 1" J I 13ROOMEQ DRIVEWAY 1/4" = 1' U.N.O. co �c' I I MAINTAIN ill: 6V SLOPE �� �� 318" (IN) EXPANSION JOINT[TYP.) FINISH (TYP,} 70 TOF1 Lnn3se I (SEE CONTRACT) 1° (IN)R. I 5 112" 1" I VARIES 1"(IN) ON SIDE OF CURB i CEMENT PEDESTRIAN CURB(TYP.) SEE STANDARD PLAN F-3p.1p (SEE NOTE 1) ENTRANCE I , (WHEN SPECIFIED IN CONTRACT) ut R. I SEE STANDARD PLAN F-10.12 SIDEWALK i"(IN)R. I MATCH ROADWAY \ TYP] DATE o MATCH ROADWAY MATCH ROADWAY 112"(IN) R. MATCH ROADWAY I SLOPE 318"(IN) EXPANSION JOINT j I \� [ SLOPE SLOPE I SLOPE 1f?"(IN] R CEMENT CONC. SIDEWALK CEMENT CONCRETE z II _____ 3"(IN) R. [TYP.} k 5EE STANDARD -• + 51DEWALK ' 11/08/20211/2"(IN) R. to - n tir // 1/2. IN . i II c is 1/2"(IN) ROADWAYI 1 112"(IN) ROADWAY (TYP.] PLAN F-30.10 j i * , a ROADWAYA v . a - r ROADWIAY • - _ R. I O- + '2.095n1 R. \i - e v II N p +• C. Q . I LL D e f� fPV/f . MATCH SIDEWALK WIDTH _ e e. o ° n .4 - 4 I - y p e I W I , . 9 • !% (SEE CONTRACT) I PA I N41A 11 ° is I - • ° . , *0 I ¢ FLUSHWITS-IGUTTERPANATCURB7k"--..,„ -1 RAMP ENTRANCE 1I2" (IN]VERTICAL 27 (SEE CONTRACT) _,,, k L LIP AT DRIVEWAY ENTRANCE 11 112" 11 1/2" I 1'-6" I } 1'-6" I0 1 DUAL-FACED CEMENT CONCRETE I CEMENT CONCRETE I DEPRESSED CURB SECTION I \ TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS MID PLAN VIEW0i DRIVEWAY CEMENT CONCRETECURB DI) I I DRIVEWAY ENTRANCES CEMENT CONCRETE AND GUTTER (SEE NOTE 3) 5'-0" 2'-6" TAPER (TYP.) DRIVEWAY ENTRANCE I I TYPE 1 CURB AND GUTTER 0 s L USE THIS DETAIL J (SEE NOTE 3) NOTES (TYP.) (TYP.) PLAN VIEW SIDE SLOPE (TYP.} [� 1. When the driveway width exceeds 15' (ft), construct a full depth TYPE 2 - 15' MAX. (SEE NOTE 6) - VARIES - 15'MAX. (SEE NOTE 6) expansionjoint with 318" (in) joint filler alongthe drivewaycenterline. (1) LU $' p 1/2"(IN) LIP BETWEEN ID � rGRADE (TYP,) (SEE CONTRACT) (TYP.) See Standard Plan F-30.10, Construct expansion joints parallel ROADWAY GUTTER a, 112"(IN] R. 1"(IN) R. s. CEMENT CONCRETE NOTE BREAK GRADE -- GRADE BREAK with the centerline as required at 15' (ft) maximum spacing when AND CURB.OR SEE N CURB RAMP,LANDING, BREAK NOT STEEPER THAN (SEE CONTRACT} (SEE CONTRACT) CEMENT CONCRETE OR 1J2"(IN) R. v * CONTRACT PLANS " OR DRIVEWAY ', ROAD GRADE / * * ir driveway widths exceed 30' (ft). ,i„ m ASPHALT CONCRETE 1 (IN) ENTRANCE 1. See Standard Plan F-3+D.t4 for Cult Expansion and �r 1:3 o SIDEWALK OR PATH R. 2. See Standard Plan F-30.10 for sidewalk details. 112" (IN) R.(TYR.) o VARIES FROM Contraction Joint spacing and see Standard i * +� DEPRESSED CURB AND J� 6"(IN)TO p"(IN) Specification Sections 8-04 and 9-04 for 3. Curb and Gutter shown; see the Contract Plans for the - GUTTER(SEE NOTE 3} a, 111111111111111111 additional requirements, PEDESTRIAN RAMP } PEDESTRIAN RAMP N 6" 1 curb design specified. See Standard Plan F-10.12 for f . il 3J8" (IN)PRE=MOLDED JOINT FILLER CEMENT CONCRETE ( ! - (TYP)- Curb Details. / �� o SIDEWALK(TYP.) SECTION A 3/8"(IN) EXPANSION JOINT DRIVEWAY J (WHEN ADJACENT TO CEMENT 3/8"(IN) PREMOLDED SEE STANDARD PLAN F-30.1D 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP o CONCRETE SIDEWALK) JOINT FILLER or other obstructions in front of driveway entrances. 3/8'(IN) EXPANSION JOINT(TYP.) - o 112" (IN) LIP BETWEEN 5 Where "GRADE BREAK" is called out, the entire length of the SEE STANDARD PLAN F-30.10 SECTION ( C: J Z CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURBROADWAY GUTTER 9 �J (SEE CONTRACT) (SEE CONTRACT) r AND CURB(OR SEE line between the two adjacent surface planes shall be flush. iCS ! CONTRACT) LEGEND AT CURB RAMPS, LANDINGS, 112" (IN) R. 6. The Pedestrian Ramp length is not required to exceed15 feet AND DRIVEWAY ENTRANCES (TYP.) as DEPRESSED CURES (unless otherwise shown in the Contract Plans). When applying �� SLOPE IN EITHER DIRECTION a, {SEE CONTRACT} r AND GUTTER the 15-foot max. length (measured from back of sidewalk) the ° * in G (SEE NOTE 3) runningslope of thepedestrian rampis allowed to exceed 8.3%. * 1.5%OR FLATTER RECOMMENDED FOR p DESIGN/FORMWORK(2% MAX.) N a ��"g` j�, .k.. }� Use a single constant slope from bottom of ramp to top of ® �1 � --+ WA5 DRIVEWAY RAMP -` f ramp to match into the sidewalk over a horizontal distance * * 7.5°�a OR FLATTER RECOIIAMENDED FOR WAS J z 60 y! DESIGN/FORMWORK(8.3%MAX.) rU i _ Nl, E_ tr �� 318"(IN) EXPANSION JOINT{TYP.] of 15 feet. (SEE NOTE 6) �4� � ` w FACE OF CURB FACE OF CURB FACE OF CURB �° �.� DRIVEWAY4i LE VARIES 12"TO 24" FACE OF CURB `� ,_ :>_ '� SEE STANDARD PLAN F-30.10 w (SEE NOTE 7} 7. Beyond limits shown. Pay item does not include driveway• VARIES" 7 114" WE cl "'l o SECTION ( B J See Contract Plans. o 1' 10 TO 22 1 6 1/2 , J CEMENT CONCRETE DRIVEWAY f U r4" € ENTRANCE TYPE 2"PAY LIMITS $ �, [SEE CONTRACT) "� " i:: � rsy Z �5 112" 1" 1 112"(IN) R. O ,� 34363 44. "CEMENT CONCRETE DRIVEWAY CONTRACTION JOINT(TYP.) - SEE STANDARD PLAN F-30.10 29690 `�4 �ti O a 1"(IN)R. 1"(IN) R. 112"(IN)R. 1"(IN) R. *-e' cv!sit: \ ENTRANCE TYPE 1" PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8' -4" PROVIDE S G'! 5T � `ti' j e 1!2"(IN) R. III c sioNAL ��C1 CONTRACTION JOINT EQUALLY SPACED A'-0" MIN. OC. j'fco . >oNTA L t'r N ROADWAY e� ROADWAY a e4411%00_b 9 b ❑ . ra ROADWAY ROADWAY V O� ' + ET DRIVEWAY ' %cller,Scull C a May 6 2U14 3:3] PM (SEE NOTE 7) DRIVEWAY % Jul 12 2iJ16 d26 PM Q OU D • ° G , • . - 0 (SEE NOTE 7) : '� CEMENT CONCRETE 111411 ) O 2' " *0. ' ' , r r P CEMENT CONCRETE CURBS I, DRIVEWAY ENTRANCE z LLi CO M o CL.4000 CONCRETE TYPES 1-- , 2, 3, & 4 - > I- ti il r ° - ' CL. 4000 CONCRETE Q I (13 v . . a PER STANDARD SPEC.8-06 3 l' L a r + 4 • - STANDARD PLAN F-1 0■ '03 PER STANDARD SPEC.8-06.3 `l STANDARD PLAN F-80.10-04 o 0 N SHEET 1 OF 2 SHEETS J 00 1 314" H 314' 8 114" �, B 1f4" SHEET 1 OF 1 SHEET I' _ -I .- Q O - 1 APPROVED FOR PUBLICATIONymi 4 ii* APPROVED FOR PUBLICATION 5 Q O z co 11akot,ch,I'ascn ___ �p�J Carpenter,Jell Ca N Q 7.' �R FR. g"-# Jul 15 2016 2.27 PM a J�.1-� Jun 11 2014 1:25 PM JJJ""�""" 'STATE DESIGNENOIHEFR V. ISOMETRIC VIEW ISOMETRIC VIEW 81ATE EI SIGN ENGINEEF2 DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT Wmhingtnn Stale Q�pprlrnfMnf7rpn.perlaTian ■ Washington Maio DleportmantofTransportation CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB T TYPE 'I - PAY LIMITS 11 TYPE 2 - PAY LIMITS w STANDARD PLAN F.30 . 1 0_03 - CONCRETE SIDEWALKS STANDARD PLAN F.80 . 1 0_04 - CONCRETE DRIVEWAY ENTRANCE U M CV MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS z 1'-0" 6" SIDEWALK Z VARIES n U FOR SIDE TREATMENT SIDEWALK 6 1/2" SEE 6 112" _- BROOMED 318" (IN) EXPANSION JOINT(TYP.) - 1..� 1'-0" 1'-U" (SEE CONTRACT) �� - CONTRACTION S 112" 1" FACE OF CURB % FINISH (TYP.) (SFE CONTRACT PLANS] SEE STANDARD PLAN F-30.10 7 SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) L CD ROUNDING 2 0112"(IN) R.(TYP.) CEMENT a \ �''„. MATCH SIDEWALK WIDTH W �T 1/2"(IN) R.(TYP.) CURB NOT INCLUDED IN BID ITEM- CONCRETE � (SEE C0IVTRACT) - W ¢ , ;�� 2,0% MAX. SEE STANDARD PLAN F-10.12 2.0%MAX� �t p o �. ° m ROADWAY SIDEWALK * E MATCH SIDEWALK WIDTH � f , Q w ,�•1 r�` !� 1 (I ) R. (SEE CONTRACT) V���� .."• ... • �+ ' 6 0 F y VARIES 6 0' y iWv 4. ami I.O. +o . - . - v r (SEE CONTRACT) W N 'L'' SEE RAISED EDGE 3/8"(IN) PREMOLDED , SEE CURB FACE DETAIL1% 6' . . H (� LL DETAIL THIS SHEET JOINT FILLER °a • W ��\\Ns, • 318"(IN) EXPANSION JOINT{TYP.}- _ PI \�� BROOMED v Ill ��/ O v SEE STANDARD PLAN F-30.10 U FINISH(TYP.) UJ r n L.L 0 WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE ,�` cc cc V_♦ a 1 FINISHED GRADE 1"(IN) BELOW 8" 8 112" 1" "' � ~ o Z I TOP OF CONCRETE SURFACE CURB AND SIDEWALK - \0 o o \ Q Et LLJ 2'-0" SIDEWALK ," ,, 1 0 U MIN. ' ' (SEE CONTRACT) NOTE 'Co s. Li] r-D" r-o" CURB FACE DETAIL ,, co co .\\\\\\\\ COli 112"(IN) R.(TYP.) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible ,,, ,,, ROUNDING CURES NOT INCLUDED IN BID ITEM- route free of vertical and horizontal obstructions. Gratings, Access Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION 7.0% JOINTS TO INCLUDE CURB(FULL DEPTH)4> 2,0% MAX. SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the \` r ,�. • • sidewalk must have slip resistant surfaces, be flush with surface, and match I grade of the sidewalk. �k (SEE NOTE 1) ` CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1) - CEMENT CONCRETE • '+'4 i • \� BUFFER STRIP(TYP.) 2' 6" N CURB AND GUTTER SIDE SLOPE (TYP.) 0 CURB AND GUTTER PR1=MQDEDWALL OR BARRIER0 (SEE NOTE 3) (SEE NOTE 3) "C'�'• 1 JOINT FILLER E ,\� PLAN VIEW PLAN VIEW r DRIVEWAY ENTRANCE ADJACENT TO CURB o \ TYPE 3 SIDE SLOPE (TYP.) TYPE 4* Q Q O (STEEP FILL SLOPES) SIDEWALK x Z BROOMED FINISH(TYP.) Z LL Z wOO� �' '1 THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE o Z 0cc 1'-0" SIDEWALK 112"(IN) R. imot , I] ® 4"(IN]WIDE,SMOOTH-TROWELED } 1 .- W o w�Z 1 PERIMETER 0 o o ALL CUT MIN r (SEE CONTRACT) ~°o= O SLOPES r,Da CEMENT CONCRETE CURB C0 ;Z ¢ 112"(IN)R (TYP.) D (CURB AND GUTTER SHOWN) w w CURB NOT INCLUDED IN BID ITEM - NOT INCLUDED IN BiD ITEM / Q g E Q D 2.0% D� MATCH SIDEWALK WIDTH• (SEE CONTRACT) {SEE CONTRACT) Q m O kr 2.0% MAX. SEE STANDARD PLAN F-10.12 31$"(IN) PREMOLDED r SEE STANDARD PLAN F-10.12 112"(IN) R.(TYP.) - - ` o m �J O I .• I JOINT FILLER �'• (SEE CONTRACT) H C w A� ' E v DRIVEWAY M H I^ 112"(IN} LIP BETWEEN ROADWAY 112"(IN] LIP BETWEEN ROADWAY zwo �� • F►p - (SEE NOTE 7) co GUTTER AND CURB (OR SEE 1I2"(IN) R. (TYP.) GUTTER AND CURB(OR 5EE I ' I o=>W Z ceao 31B"(IN)PREMOLDED f - CONTRACT)• CD' - CONTRACT) W 1..1..1 .i5 2 w JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL Q , . �_ LL ADJACENT TO CURB .-` SIDEWALK " • DRIVEWAY Zaa.o BRIDGE OR PEDESTRIAN _ J / Ct LL DRIVEWAY 1 (SEE NOTE 7) 1 z °o RAILING DEPRESSED DRIVEWAY DEPRESSED 020 318"(IN) EXPANSION JOINT(TYP.) RAMP CURB AND GUTTER RAMP SECTION l F J Z CURB AND GUTTER Q La IN SIDEWALK ONLYTRACTION JOINT SEE STANDARD PLAN F-3D.10 "----JJ F o BARRIER- SEE • SIDEWALK (SEE NOTE 3) CONTRACT PLANS + 6" ,$,� ���' SECTION [ E 1 (SEE NOTE 3} CO 0 ZwU=Q �� (SEE CONTRACT) �� o a o / ZZCLaLL O 1 LEVEL 111 r` cc- EXPANSION JOINT IN BOTH PTRI w o Z 112"(IN)R.(TYP.) you. r CURB AND SIDEWALK ` �®' "� } °a°z z r 112"(IN) R. fi 1Yd5 RAS � I CURB NOT INCLUDED IN BID ITEM - = fiti►- ���� NJy� OF J�fZ Q E cc O FLUSH v 2.0% MAX SEE STANDARD PLAN F-10.12 V ," + .7, �w ��'� ap ' Q Z z a° r 3 r. s ' 1 oog� ItIIIP w -cr J .. IR° t��] ` � 1"(IN) R. v ° ISOMETRIC VIEWN. CEMENT CONCRETE DRIVEWAY OH VERTICAL WALL 316"(IN) PREMOLDED r a '4 ',' ENTRANCE TYPE 3" PAY LIMIT S SEE DETAIL JOINT FILLER(TYP.) JOINT AND FINISH to `• .i'•) ' 4r c{,"CE=MENT CONCRETE DRIVEWAYa 34363 SVENTRANCE TYPE 4" PAY LIMIT �, .� 2as8o `J DETAIL 6 �� DRIVEWAY _ -F, .S ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL "S f A s:G� (SEE NOTE 7) \`- IIIIII.agimmple,.---'' g(f ���'` EXTEND SIDEWALK TRANSVERSECL, 4000 CONCRETE T ....----- PER DRIVEWAY OWNER APPROVAL 3' -0"MIN- JOINTS TO INCLUDE RAISED EDGE f- Barry,IA STANDARD SPEC.8-06.3 f (SEE NOTE 7) - ,�/ Eller,Scott FOR SIDE TREATMENT SIDEWALK BUFFER STRIP L-_.r 1 -` •� May 6 2t1I4 3:41 PM f•� _j 0 ,,!I Jul IR 2[l16 7:07 AM - c ,a,., / INITIAL: SEE OTHER SECTIDNSWALK (SEE CONTRACT) (SEE CONTRACT) 318" 118"TO 114" CEMENT CONCRETE •f C MINT CONCRETE SIDEWALK CL, 4000 CONCRETE _ DRIVEWAY ENTRANCE PAGE #: A 112"{IN]R. CURB NOT INCLUDED IN BID ITEM - -� PER STANDARD SPEC.8-06.3 \.-f v 41 2.0%MAXI (TYP.) SEE STANDARD PLAN F-10.12 :l TYPES 1, 2, 3, & 4 P 9 I, qrs.,. ' ° e r ' . STANDARD PLAN F-30.10-03 � STANDARD PLAN F-80.10-04 C 3 �° rQ ° • p' �d SHEET 1 OF 1 SHEET "' a e ° n I / SHEET 2 OF 2 SHEETS FINISHED GRADE 1"(IN) BELOW TOP OF CONCRETE ° h - o APPROVED FOR PUBLICATION rAPPROVED FOR PUBLICATION SURFACE FOR PLANTING FLUSH IF PAVED F3+kalich•Pasco Carpenter,Jeff PAGE: PREMOLDED Jo,r I'0[R I25 PM .144 eseirvt, Jul 182416 12 22 PM JOINT FILLER STATE DESIGN ENGINEER ISOMETRIC VIEW ISOMETRIC VIEW ,- TYPE 3- PAY LIMITS TYPE 4- PAY LIMITS STATE DESIGN ENGINEER ADJACENT TO BUFFER STRIP 0 EXPANSION JOINT C CONTRACTION JOINT �P! •Wc.hingfpn Stele Deportm.nl DI Tro rrepartplipn �� Washington Slate Department of Transportation'I/ 'r- 4of21 CHEDULE StructuralCalloutsc-Copyright ConstructionCalc.Inc (CCI) Headers WINDOW FLASHING DETAIL-STEP 1 NUMBER QTY FLOOR SIZE WIDTH WHEIGHT EGRESS TEMPERED DESCRIPTION FLOOR PLAN NOTES DESIGNED BY: 0 PA Per Architect Default header material is Doug Fir No-2 or better • WO1 1 1 2620 30" 24" YES PIC J. STERLING W02 1 1 2620 30" 24" YES PIC ▪ Strnctura.Item:This item and related connectors shall beper architect designer_ 2x headers must be in tall orientation with flat 2x nailed at bottom in "L"configuration Alter...i ' E'"t" uxwtu W03 1 1 2620 30" 24" YES PIC SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN N 11 RIl P r leg CODE co Default Trimmer- use 1-2x stud or Simpson LUC hanger. each end- ,'`r j .-'1a "reN�dn� el- W004 1 1 3016 36" 18" PIC OBSC AREA DRAFTED BY: o EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AR ▪ 4� 0 322 P g , e +;+ '► �1 ,,• 5 1 1 3016 36" 18" PIC OBSC 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, t\I T Y { for Eh=_30 plf-seismic;Eh= ptf-wired.Maxl aspect ratio=_ 1 / , e•' • U REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE G1 Off, �v� ? r Default King Stud, opening 6-feet wide and less use 1 full height stud each end (plate to plate-) f ~.~" l• W06 1 1 3056 36" 66" YES CASE tern _x at�4 D ,max. k % BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS Default Stud, openingwider than 6-feet- use 2-full studs each end toa I (V�` 1 �! Ø14 ` W07 1 1 5056 60" 66" FIX CASE AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. -2 t Support: King height (plateplate.) , Y k W08 1 1 3056 36" 66" CASE ait, ar�s all:connect per shear wrall Callout-top of«all- Trinuner,each end King Stud each �i" „mddk I c'° " W09 1 1 3056 36" 66" CASE,4 +1 W10 1 1 3010 36" 12" PIC OBSC. 2 SHELF AND HANGING ROD. Z �' connect to beam:use H__ ,or A34 with screws,or similar,tw. u 4 S . o Callout Min,use Alt 1 ruin. use Alt 2 min.,use (if blank use default end (if blank use 0... W11 1 1 3016 36" 18" PIC. 1/4" = COR + 1 U.N.O.UNO �TOFrelnnsseE dger Callout. above.) default above.) �y+..i:+ �'^ yodel to i''t' et W12 1 1 3016 36" 18" PIC. OSB or CDX plywood. +y,,r. �r. WI3 1 1 3060 36" 72" SH • Sheathing Layout:Case i per IBC 2306.2.(1) 20H 2x6- "L" conflg 4x6 tV W14 1 1 3660 42" 72" PIC 3 BUILT IN SHELVES. DATE o Ty'' rr "„n,oprowa z 11/08/2021 • Nailing:Use Sd at 6"edges, 12"field. 21H 2x10. "L" conf g 2-2x8 4x8 P W15 1 1 3060 36" 72" YES SH W16 1 1 3076 36" 90" YES PIC z x Blocking:Not requited except at supports and at connections to shear walls below_ 22H 5.5x12 glulam S rEp 1 W17 1 1 3076 36" 90" YES PIC o_ 12 FD Floor Diaphragm W18 1 1 3076 36" 90" YES PIC 4 CABINET-OWNER/CONTRACTOR TO VERIFY. 23H 6x12 5-5x7.5glulam 3-5x9 glulam 2 Prepare the Tyvek'WRB for window installation; • Sheathing:With joists at 24"or 19.2"QC:use min-,24 oc rated APA Sturd-I-Floor;either 3/4"species g W19 1 1 3076 36" 90" YES PIC A. Make an"1-Cur{Standard I-Cut)in the Tyeek"WRB(modified FCut is also accepted) ALTERNATE METHOD TO SECURE HEAD FLAP'In lieu at temporarily taping,the head W20 1 1 3060 36" 72" YES P I C group 1:or7.'S"species group4_May be OSB or plywood_Good for 13O psf TL@L/360deft_ 24H 5.5x9glulam 3.5x12glulam 2 2 For with a horizontal cut across the bottom and the top of the Rap can be tucked under the Tyvck•WRB.window Verne(larround ter)wlndews,the tUtehOldd begin eave the mlrlliolntJ W21 1 2 3060 36" 72" PIC EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 From the center,cut straight down to the sill NOTE:Some windows and Flashing widths may require longer slits- W22 1 2 3060 36" 72" PIC 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" 25H 2-2x1f1 4x10 HIGH. SILL HEIGHT MAXIMUM44"OFF FLOOR. x Sheathing:With joists at 16"OC,use min_: 16 ac rated, APA Sturd-I-Floor,min., 19/32."thick_Maybe 13 art two 45 degree slitsa minimum ofB m"extendingfrotheax C Fold side flaps into rough opening and secure Tp inside wail.Cut oFfexcess RapsiF corner desired. W23 1 2 3816 44" 18" PIC OSB or plywood.Good for 245 psf TZ d L+'360 deft_ Beams head,up and away from the window opening.This will create a flap above the W24 1 2 3816 44" 18" PIC rough opening to expose sheathing or framing members to allow head flashing W25 1 2 3816 44" 18" PIC ▪ Sheathing Layout:Case 1 per I$C 2306-2-1(1) Default sawn material is Doug Fir No 2 or better- nsrallativn{see step 4l.plipltead flap up end temporarily secure with DuPont" 6 TEMPERED GLASS Tyvek'Tap.. W26 1 2 3856 44" 66" CASE - Orient sheets continuous over two ar more spans,with the long dimension across supports_ Default glulam. LVL. PSL materials -see Standard Structural Specs herein. Default LSL is 1.5E 2.300 psi. min Fb. W27 1 2 3856 44" 66" FIX CASE x Nailing:Glue,and connect with Sd ring shank nails or/9 screws,at 6"edges, 12"field_ WINDOW FLASHING DETAIL-STEP 2 W28 1 2 3856 44" 66" CASE ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE • Blocking:not required except at supports(beams)and connections to shear walls below- Default wall connection: 3" bearing in pocket or on plate with min- 2 studs below- W29 1 2 6080 L/R EX 72" 96" YES FRENCH DOOR INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 1.5 FF Floor-To-Floor Holdown Default endpost connection: LCE.ACE EPCZ. ECCQ- or similar. W30 1 2 3866 44" 78" PIC 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, 01) L'-'g W31 1 2 3830 44" 36" PIC / END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE Min.,Capacity:Good for 1705 lb tension_ W32 1 2 3866 44" 78" PIC STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN Default corner post connection with mitered beams over: LCE4. LCE4Z. or RTC44. EARTHQUAKE.MIN.EFFICIENCY OF 91% Z Strap:Use CS 16 vertical strap,length as indicated below.Fill all nail holes with l Od. W33 1 2 3830 44" 36" PIC 6 ▪ Strap Length:Walls Above and Below Floor:Use 13-min.to each upper and lower studs. fin_total Default mid-post connection: LPCZ. PCZ_ CCQ. or similar_ TydC$ �ydc.I N•WPi"OC,rwr W34 1 2 3830 44" 36" PIC F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. X 7 + �k w"deW�a,,b W35 1 2 3830 44" 36" PIC EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL as) W length=_6' depth of Ilaor system. Default beam to conc wall: HGUM hanger with 5.8x4 Titen HD. or GLB wet set beam seat_ J I Deem- LN W36 1 2 3830 44" 36" PIC 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, Strap Length:Wall Above,Beam or Header Below:Use 13'min_to upper stud and 13"min to beam Default beam to beam connection: Hanger: HU_ HUC_ HUCQ or similar Bear on top_2. HGA10 + ,t W37 1 2 3830 44" 36" PIC BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF x or header.Wrap around bottom of beam or header if necessary.Min.total length=26-+depth of floor �- TV W38 1 2 12080 R EX 144" 96" YES 4 PANEL ACCORDIAN PATIO DOOR FURNACE. } Default Steel Wide Flange: 50 ksi_A992per Std. Struct'l Specs herein. _ ++Rot+ 5,1 CORRECT system. If upper wall bears directly on a beam,min.strap length _6"- 9 P c! W39 1 2 3866 44" 78" PIC J :RONr vervlc�RN ;c sea PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF Ty it ► W40 1 2 3866 44" 78" PIC Exterior Shear Wall:Attach strap to 2x studs lined up above and below rim joist.Strap to be applied Connector(if blank el ° ek TV`tt CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL over wall sheathing. Callout Alin.,use Alt 1 nun.,use Alt 2 min.,use Notes { i' W41 1 2 3820 44" 24" PIC COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF g use default, above) ve t W42 1 2 3820 44" 24" PIC9 - Ma 6 T1r altwxrn Man" DONO1 ciT FCR d • Lk THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR t - If strap falls on header or beam below,nail to header or beam and wrap around bottom&necessary. 30B-32B (OPA) 3'^�"•• Tyil W43 1 2 3820 44" 24" PIC EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF 17 HD Alt 1-Holdown-Embedded Strap Type. U -.l W44 1 2 2616 30" 18" PIC SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. W45 1 2 3060 36" 72" YES CASE 0 x lien.Capacity:Good for 2185 lb uplift. 35B 1.75x14 LVL W46 1 2 3660 42" 72" FIX CASE o STEP 2 MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE Holdown:Use LSTI-IDS for no rim joist condition_ 36B 2. 1.75x14 LVL 3.5x14 PSL HWPH to 38B W47 1 2 3060 36" 72" CASE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 z :+ Cut DuPont-FlexWrep at least 1Z"LONGER than width of rough opening sill(S). C.Remove narrow release paper. - For rim joist condition use LSTI DSR]. W48 1 2 3060 36" 72" CASE C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w use roll widths sufficient to achieve a minimum of 1" OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, iS 37B 2. 1.75x14 LVL 3.5x14 PSL HWP to 38B use dlh$ovlbalocatrd,enwrin 2"-3"adhesion adhesion Facvefthewall, D.FanmattheFleiWrep"atcornersandadhereuntoraworwall.Continueadhering W49 1 2 3660 42" 72" FIX CASE Nails:Use 16, l CTd to full-height stud as follows. g onto face of wall along sill Coverage or FlexWrap should be 2'-3"onto the face of 1 0 z W50 1 2 3060 36" 72" CASE AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK CZStud:Use larger of king stud as speed elsewhere;ar choice of 2-2x:3x:or 4x_ a Remove wide piece of release paper. Pasidonon horizontal sill byatigningthe the wall. PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE N Use W16x50 (16-3"x 7" actual dims}with 2-2x8 or 4x8 nailer on top- connected with 2. SDS 1/4 x 3 24" up inside edge of the narrow release paper with the face of the well toerwre2"-3" W51 1 2 3060 36" 72" CASE CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX Alt 2-Holdown-Bolt Type of theFlax+Nrap"will beadhared to thefeeeolthewaRwith aminimum of5"up W52 1 2 3060 36" 72" FIX CASE 38B through flange.At ends use full bearing on wood member. Connect w/2. 5/8"x 4" lags through bottom flange to CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAYBE USED IN CONNECTION WITH 1- each iamb.Ad here into roughopening. Ho[down:Use HDU2- W53 1 2 3060 36" 72" YES YES CASE DOMESTIC DRYER EXHAUST. 0 centerline of bearing member. Floor joists to hang on nailer with top flange hanger- " Lags:Use 6 SDS 14 x 2.5 to full-height stud per above W54 1 2 3076 36" 90" PIC Anchor Bolt:If wet set,use Sift diameter SSTB16.or 5'$"all-thread with nut and 3"washer an 39B 4x10 W55 1 2 3076 36" 90" PIC WINDOW FLASHING DETAIL-STEP 3&4 W56 1 2 3076 36" 90" PIC WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH 8 embedded end.Min embedment=12".If too long to fit in footing,bend 90-degrees at bottom of footing, W57 1 2 3076 36" 90" PIC 1 1 AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. Co 40B 1-75x14 LVL 01111) di maintain 3"cover at bottom of footing_ W58 1 2 3060 36" 72" PIC - If rotohammer,use 51"Titen HD or all thread&epoxy,with 6-min concrete embedment,centered in 41 B-42B 2. 1.75x14 LVL 3.5x14 PSL W59 1 0 3060 36" 72" YES CASE 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LI we W60 1 0 3060 36" 72" CASE FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. stem wall_ 43B 6x12 PT 5.5x7.5 PT glulam i r� /'�ft`�`I 2�k�filipp� W61 1 0 3060 36" 72" FIX CASE 1 2 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR 77 if liullioD * W62 1 0 3660 42" 72" S. HUNG SEALED TIGHT. E 45B 1-75x11-8 LVL Trdrl " Ifl * O * General:These are specified mainh°to reist out-of-plane wind loads but may also be used to resis in-plane 1 f, / W63 1 0 3660 42" 72" S. HUNG GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. U lateral loads if so indicated in calculations_ 46B 2. 1-75x11-$ LVL 3-5x11-$ PSL ,L,, r rF r4."' W64 1 0 6080 EX 72" 96" YES PATIO DOOR 'I 3 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW At,"DIAMETER SPHERE TO PASS O W65 1 0 3060 36" 72" CASE THROUGH PER I.R.C.SECTION 312.2. * Mullion:Use min_,2, 1.75x5.5 L\T,s,continuous bottom plate to tap plate_ 47B 2. 1.75x11-8 LVL 3.5x11-8 PSL at wet bar r ': ° eR ' v W66 1 0 3060 36" 72" FIX CASE V Tag and Bottom Connection:Connect at top plate and bottom plate with 2,A34 and screws. .1 r{ ;Y' A W67 1 0 3060 36" 72" CASE PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N n 48B 4. 1.75x11-8 LVL 7x11.8 PSL 2 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO CV Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC: '' W68 1 0 3050 36" 60" YES PIC OBSC co _,_,L- Header 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE in HUC.HUCQ or similar_ 49B 2. 1.75x11.8 LVL 3.5x11.8 PSL HUCQ rk TY ` 1 eh g @ W69 1 0 3050 36" 60" YES PIC OBSC SURROUND&HEARTH MATERIAL. 0) 0 Tv` OPTIONAL:ApplyTower'Reeidential DOOR SCHEDULE Q Sealant or recummanded sealant al 73 KS King Stud U sal nn,Sealant. ewer two 71 4- a In the l c t� # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION ▪ At sides of o erring use min 2: 1.75x5.5 L41 Idi-i studs:continuous bottom late to to late_ Use min._ 5.5x18,24F-V8 glulam_ Min_ backspan = 15'_ If this beam acts as wall top plate. connect studs to :t:,;tea.dror.r ',oni:dnr,n , cr coaE� GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR P g p p p elbow ordreinape. mvom"rl. r. p•Pom•Fl•MI ve. p.Por-rr.am ��. D01 1 1 3680 R EX 42" 96" EXT. HINGE 1 5 N 50B this beam with A34 and screws_typ_ If beam bears on wall top plate_ connect with SDS 1/4 x 6 @ 12" max up ".n"nn,a enwiv rer .P n e ewn.�,y MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LL - Support header with trimmeror Il Changed- D02 1 1 3080 R EX 36" 96" EXT. HINGE CO -0 through top plate into bottom of beam. Connect this beam to 76P with straps, cleats. or standard hardware_ D03 1 1 9080 108" 96" GARAGE Z W W 4 NI Mullion STEP 3 STEP 4 x General:These are specified mainly to reist out-of-plane wind loads but may also be used to resis in-plane /•ppl1Tower'Residential Sealant,or recommended sealant,on three sides/jambs and A.Install window according to manufacturer's instructions. DO4 1 1 9080 108" 96" GARAGE read)as shown above. 0 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q 51B 5.5x12 PT glulam6 Cut two pieces of DuPont"Flashing-rapeor DuPont""StralyhtFlash"foriamh D05 1 1 3070 L IN 36" 84" EXT. FENCE GATE 16 uJ 0 M lateral loads if So indicated in calculations. flashing extending 1"above window head Range and below bottom edge of slit DO6 _ 1 1 3080 L EX 36" 96" EXT. HINGE 0 C T Cn * Mullion:Use mi _,2,2x6s continuous bottom plate to top plate_ Joists and Rafters flashing.Releaseaprandpresstightlalengsidesofwindowframe. DO7 1 1 3080 L EX 36" 96" EXT. HINGE _IoPrIONALIFinstallingadripcapasrtofthewindowinswiiotonbeforethe DO8 1 1 3080 R IN 36" 96" HINGE HLC,HL CQ or similar. cop lstalfarico Section and refer to Option 1 NOTE'The Vertical leg of the drip cap m N 2 SO L Ledger Diaphragm Framed roof overhangs. eaves- outriggers. etc. use IRC-compliant construction. must not betaller than the window head flange when installirrg drip cap acswding D10 1 1 3080 R 36" 96" HINGE g g l p D11 1 1 3080 R IN 36" 96" HINGE ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. x Ledger Screws:If connecting to rim or header or other continuous w Cut a road,use SDS,or LedgerLOK at Default sawn material is Doug Fir No 2 or better- Exposed to weather shall be Pressure Treated (PT} G Cut piecteceo4putwnt F4shin9Tape ur5traightl4eh"for head gashing long D12 1 1 3080 R 36" 96" POCKET DOOR enough to extend beyond outer edges of jamb ltashings Remove release paper and DI 3 1 1 3080 R 36" 96" POCKET DOOR max 12"OC:staggered.Ifcatlnecting to studs:use.�__SDS or LedgerLOK per stud. Default sawn face mount hanger is U. LU. LUS- or if sloped rafter use LRUZ. install completely covering Range and adhering to exposed sheathing or framing Length of SDS orLedgerLOK=Through ledger and sheathing and 1.5"min embedment into solid framing_ members.OPmoNAL'IFinstallingadripcapaspartofthewindowinstallation, D14 1 1 3080 R IN 36" 96" HINGE ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. Default deck joist hanger is U or LU (not LUS)with galv screws- or gal''TECO or similar nails. but after the window head gashing,see Drip Cap lnstallation Section and refer to D15 1 1 3080 R 36" 96" BARN-DOOR P01 D16 1 1 3080 R 36" 96" POCKET DOOR VERIFY HEADER HEIGHTS WITH SUPER. _Min distance of connector to end ofledger or splice=2"_Min edge distance to top or bottom of ledger Default sawn top flange hanger is JBA. LB. BA. or B (welded app. use LB- BA- or B) NOTE:Ensure proper shingling.DuPont"Flashing Tape or 5traiphtFlash-atiambs D17 _ 1 1 3080 L IN 36" 96" HINGE ' ' I - =l 75" must overlaptheDuPont"IlexWeap`at the sikl and adhere to the Tyvek•WREbelow D18 1 0 3080 L IN 36" 96" HINGE 1..1..1 Any national I-joist brand. equal or stronger may be substituted the sill. ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED • Ledger Connection to Wall: D19 1 0 3080 L IN 36" 96" HINGE r g D20 1 0 3080 L IN 36" 96" HINGE OTHERWISE. -.foist roof overhangs- extensions- outriggers- and cantilevers shall per per manufacturers recommendations. WINDOW FLASHING DETAIL-STEP 5&6 0 Rafters Popendierelar.. Use 2x or LVL ledger:min height to match rafters.Apply ledger over wall D21 1 0 3080 R IN 36" 96" HINGE (Ni - sheathing.Use hangers to hang rafters on ledger_ Default I-joist face mount hanger is IUS or MIU D22 1 0 6080 L IN 72" 96" CLOSET SLIDER ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED Li_ Et Lil Parallel Rafter or Truss Top Chord. Ledger may be top chord of truss or last rafter or similar.Ledger to D23 1 0 2680 L IN 30" 96" HINGE OTHERWISE. i CO Default I-joist top flange hanger is ITS_ HIT_ or MIT D24 1 2 3080 R IN 36" 96" HINGE z_ 0 be placed over wall sheathing_ D25 1 2 3080 L IN 36" 96" HINGE ri Mono Truss TopChord Pet endicrFTar; Use continuous 2x blocking between trusses nailed throughwallConnector(if blank A PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER p Callout Min. use Alt 1 nun.,use Alt 2 min. use Notes D26 _ 1 2 3080 R IN 36" 96" HINGE Q sheathing with 16d 6"OC to solidwroadbaclirlg(continuous rim:plate:ledger:orbloctcing.} ' ' use default: above) D27 1 2 3080 L IN 36" 96" HINGE DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z z D28 1 2 3080 L IN 36" 96" HINGE LOCATIONS. - Irmo Truss Chord Popendicular', (All joists and rafters are per Arch. Use defaults, above- as appropriate.) -• D29 1 2 5080 L IN 60" 96" CLOSET SLIDER LLI Z. w o Alternate 1:Hang bottom chord with hanger mounted over wall sheathing to solid wood backing(rim,plate, Posts6 V �y� J /1 a ledger:or blacking_) Dougw FRAMING NOTES U Ct 0 w 0 Alternate 2:Use min_.2x4 ledger let in to truss bottom chord_Ledger to be placed over wall sheathing and Default material is Fir No 2 or better. \ I I I connected with ledger screws per above. Default bottom connection on plate:2.A34 with TECO or screws. or 4. 16d face nails. I �.. REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. W r n * Roof Diaphragm:Connect roof diaphragm to ledger with Sd ring shank or screws at 3"OC. Default bottom connection on beam:2.A34 with TECO or screws, or PCZ. ,eV l�� lyJCl V J V 95 S Slab an Grade �' •Ck k. COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF 0 CO W a O Sub rode:Use structural fill or native material,compacted to 95°'o relative compaction.It is strongly Default bottom connection on concrete: PB, or AB- or ABU or ABW. or CBSQ gp 2k FOUNDATION/SLAB/JOISTS BLOCKOUTS. recommended that all structural fill be checked by a geotechnical consultant_ Connector(if blank ''• j f il me.riu Callout Min. use Alt 1 min.,use Alt 2 min. use Notes • x 1 nderslab Insulation:May use XPS or EPS rigid foam with min 25 psi compressive strength under slab- ' ' use default- above) FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR Z I l If used,provide and install per insulation manufacturer's recommendations_ 70P 2 2x4 4x4 2x6 SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT I C) * Slab Thickness:Use 4"min_ STEP 5 STEP 6 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- CO ▪ Reinforcement:Use any of the following: 71P 3-2x4 2-2x6 4x6 A Nip ddwh upper-flap ofTyvek'WRBsoittaysnatacro63 head gashing. Final Step PRIOR TO THE FABRICATION AND INSTALLATION. - Min_:#3 rebar at 24"OC,each way:centered in slab_ 72P 3-2x6 6x6 4-2x4 O.Cut-t"Strip or the Ti,vek•WRB at lower horizontal edge of head gap. Install Tower Residential Seatent or recommended sealant(and backer rod as c At the teed,canfinueustapatown,asshow"withPuPont"TywICT++pew necessary)around the window opening at the interior.It is also acceptable to use ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED - �G elded wire fabric,min_:�'2.9,6"x6"(6 Ga.):centered in slab.Splices overlap$"min. Great Stuff Pro"Window&Door Polyurethane Foam Sealant,or recommended 73P 6x6 PT DuPont"Fleshing Tepe.DO NOT TAPE at bottom ofwindow. foam.When using Tower'RmaciorcCol Sealant,tool sealant bead flat to allow the BY MANUFACTURER - Fib enmesh per manufacturer's recommendation. NOTE:Skip-taping at head with a maximum of two{2)2"gaps for every 3'of window is natural curing process to create a ram ave shape Be sure that uhe sealant penetrates - Helix micro rebar:min.:5 lbs.per cubic yard_ 74 P 6x1 0 acceptable if an air barrier is not required or if additional drainage is desired. the grooves of the DuPont"FlexWrep"around the silt When using Great Stuff Pro" oPT3oNRL lrinstaAingadrpcapAFTtRtheTywk'WRBheadflapisRippeddaurvand Wndow11 Door Polyurethane Foam Sealant in per i meter openings 1m,s than 1/2', FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE • Control Joints:Maximum recommended spacing=8 OC,each way_This is anon-struchn-al item and 75P 6x8 apply usin g the plastic extension tip for the Great Stuff Pro-Dispensing Gun during sealed,see Drip Cap rnstaltaeion Section and refer to Option 3. AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE imay be changed or omitted by Owner or architectural designer. rssta¢at on. 76P 6x6 4.2x6 5.5x5.5 glulam col- NOTE I nstallations that specify a window/door design rating ot DP45 or greater GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" * Vapor Barrier:Suggest a min_,6 mil.,plastic vapor barrier under interior slabs.This is a non-structural require extra precautions.SeeSpecial Considerations for performance requirements OSB OR EQUAL. item and may be changed or omitted by Owner or architectural designer. 77P 8x8 PT exceeding this design rating F a a TYPICAL HEADER FRAMING PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST �° LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO o o w FINAL EQUIPMENT AND OPTIONS TO MEET OR EXCEED THE REQUIRED 6 TOTAL CREDITS FLOOR HOLDOWN LOCATIONS. °QUO WINDOW W/ 6" POST HEADER LESS THAN 5' Q *6°4 mw Table R4Ofl Fuel ltartstaii atian Credits PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING atz°i- LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. °t a w° Fuel Normalization �� �� IL System No. Full Description Select System Type Credits Energy C:recli's Total Credits ALL CONNECTIONS TO BE SIMPSON OR EQUAL. D °X=Za l///'�) w l O D v/ =Fawn INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE W OC H z x a HEADER LESS THAN 5' CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAMH. °wFWWOO Combustion heating equipment meeting minimum federal efficiency standards for the W a Z Z 1 equipment listed in Table C4U3.3.2(4)orC403.3.2(5) Min Federal Efficiency ;y >_IT v Q CONNECTIONS. Zia= (1)KING STUD FROM ga❑°° I TOP PLATE TO • rrHo I (1)TRIMMER BOTTOM PLATE o o z (2) (1) PLAN AREAS oz�� a��m'a KING STUDS • TRIMMER w FROM TOP PLATE TO o�30� 0 BOTTOM PLATE z z z u. 0 TableR4 .3Fnerq+}Credits MAIN FLOOR 1 ,353 SQ.FT. V N�= I■ I Energy o&o z Z ' UPPER FLOOR 1 ,573 SQ.FT. !Ago �� Option Na. Category Select Options Credits brief Description of Selected Options* aw �LL zFza U 0.28.",'Jindox'S 1 R-2B floors or R-10 Fully insulated slab. Or E-% 000� • BASEMENT 1 ,083 SQ.FT. gaC° 1 Efficient Building Envelope Option1,3 0.5 ' o�mQ reduction in ULy 0 zaz§ WINDOW W/ 3" POST HEADER MORE THAN 5' 2 Air Leakage Control and Efficient Ventilation Option 2,1 3.0 High efficiencyCHE°%High efficiency fans!For R-2, 0.3 cfm per ft2 at SO TOTAL LIVING AREA: 4,009 SQ.FT. 1- o Pa.1 High fans 3 IL IL High Efficiency HVAC Option 3,1 1 0 High Efficiency Fossil fuel-fired furnace or boiler as primary STORAGE / UTILITY 161 SQ.FT. OWNER APPROVAL heating system(lrlin AFUE 9E% for furnace or„0% for boiler} . 1><IAs� { a ,,0 � 4 High Efficiency HVAG Distribution System Not Selected 0.0 1��►i 4'. - • ram GARAGE 725 SQ.FT. INITIAL: 41 4 - •' : � �µ./. I I HEADER MORE THAN 5' PAGE the CONCEAL FLANGE E.1 Efficient V'Jater Heating Nat Select t o.0 _ .. I ll�• i .• -..� .. ENTRY & REAR PORCH 195 SQ.FT. HANGER EA.SIDE (2)KING STUDS FROM TOP PLATE TO b ' ��'� - OPEN BALCONY 331 SQ.FT. AO BOTTOM PLATE ".•. .- • `.2-E.6 Efficient}+crater Heating Clptian 5,ra 2.0 NEEA Tier 3 heat pump water heater ' (2)KING STUDS (1)TRIMMER f].f FROM TOPPLATETO fDl+IA,1. tr�g�2r COVERED BALCONY 224 SQ.FT. 7 BOTTOM PLATE l 6 Renee.able Electric Energy 2,300 kWh Option 6,9 2.0 On-site wind or solar electric energy [worm a,l�/ �. PAGE: I. I OPEN DECK 122 SQ.FT. � 1 l' , IL l' � = 7 Appliance Package Not Selected 4.0 1A.IO 6 tS ���� ►� - zIL COVERED DECK 154 SQ.FT. 5 of 21 IL Total Energy Creditsx.#1 T>E�LS �H LY . GENERAL NOTES DESIGNED BY: - - J. STERLING QFORconEco I r -I / ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: (71 N — — - 4� T {Y I 8'-0" Y / ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. G 111 e1� � I = T VERIFY HEADER HEIGHTS WITH SUPER. J J. BASS rr — — — 7 L — — �71Pr I I 77P J 89' - ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED z `QCOR���° I — — a 1/4" = 1' U.N.O. m or OTHERWISE. 70 �F�LO I u_ o� z ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED DATE o O Q OTHERWISE. /OHI2O21 z W n LL PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER a 2'-0" cc DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR U 0'9" 1 31 1 0g1'3" 1'3" w to ° m A9 11'-s" \k \ ` 11'-9" \\ \ o LOCATIONS. LLI c 24"x 24"x 8' { Q W/3,#4E.W. _ RETAINING WALLS AND LOWER DECK / _ r ,� I FOUNDATION FOUNDATION NOTES • ~ 0 N N ) 24"x 24"x 8" N 24"x 24"x 8' 3 o I �� I N N I C�J IW/3,#4E.W. I IW/3,#4E.W. -ALL SLABS ARE 95S 6 W�4� • -) uJ 7� — J / / L— J / e ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH. • ii 518 ► 0'9" e 02/ x o \\ A9 67'-6" A9 \ JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. CO \ - 28'-2" \ 34'-10" a\ i 4'-6" \ FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. CY) '5 \ 19'-5" 15'-5" HIV (76N i — 4'-6"— FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. / / r ° e ° , / ° ° / (7oP)/ Ae % ° - ° a I,,,, / _ / FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. 10 W J. — i A - �5� �5_ r I I T T 5 • ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. !k__2,_; EA2) -F :,.- I - - - - n - - �L - -� — _J s'o° I A2>I6 17HD —0 a —11"rH 1 ooLWIWw—L I I ® Z q 4,1-1 1.' CIMi1 z O N A10 -1 �� A10 LOWER DECK FLOOR FRAMING PLAN / N +� 0 \ 12'-7 1/2" y14 y 7'-3 1/2" 12'-3" \ 4-6" \ rn 0'6" \ �J 6 1 4 E., m U.) ,) 0 /I Epk--1 L I ih \ .6'-2 1/2" \ 3'-0" HARD!PLANK SIDING I I q2 •-i—,:ls / ii I— 1 / 1 72P _ o C - - 4 �� T TYVEK HOUSE WRAP I I r = v T r)irrl Irl 7 6"X 1F /I 1 I X w - 0 ���� CONCRETE FOOTING F. a E -� 7/16OSBSHEATHING I I V SLOPE GARAGE FLOOR V ; —(7' I I 77P J IM m o FLASHING 24 X 24 CONCRETE I 95S 1'-4" 0'-9" ° ■ 1 l_ — — J / �C /— PAVER DECKING i I CONCRETE SLAB FLOOR \ 9'-31/2" \ 3'-4° \ 7'-41/2° 12'-9" 17HD o I 4 X 12 PT.JOIST 24"O.C. I I I 689 SQ. FT z \ 8'-0" 1-2 1/2\ \ N i SIMPSON ZMAX LUS210 -PER STRUCTURAL SLOPE FASTEN 2X PT LEDGER WITH I - O ,"^ 0 O 2 X 12 P.T. (2)LEDGER ROWS OF 5/8EDIA X 6 LONGN TO WALL / ' SCREWS @ 16'O C)ROWS OF 1/4"X 4 1/2"SDS _ x 1 S Q o WEDGE ANCHOR BOLTS @24"O.C. 111111 /� I 4)� CONCRETE •LAB FLOOR = O En LL U) o FASTEN TO WALL W/ a SIMPSON DTT1Z AS REQUIRED 0 6 p 1 ,19' S F coco 3/8"DIA WEDGE ANCHOR BOLTS (4)LOCATIONS EVENLY DISTRIBUTED I 8 z ; INSTALL(1)WITHIN 24"OF EACH END e N- C +� A 2 X 12 TREATED DECK LEDGER 5 I 5 LLI J co Q I� O • F � A10 U `�' ?� LOWER DECK/HOUSE I ° I m Q N Q co I i-5 7 51 6CONNECTION ►I �A2 A2E-A,_7 A2 e LA2 A21ISCALE: 3/4" = 1' ° e lik- 2'-10 1/2"\ 9'-3" \1'-9"\ 9'-3" \ 5'-0 1/2" \ W \ 28'-2" \ 7'-10" ` I 14 A 4'-9 1/2" 6-4" \ 14'-6 1/2" \ 6'-2 1/2" \ 3'-0" \ r N O (6 17HD I I — 71P �o� — N } I I-- 6"X 16" {il I I 77P , 'Eau] o W M /' tip) �� CONCRETE FOOTING �� / J x r 7 0 w I «l J I I /— * — - 1 IMF L c� o 6 I / L- - - J / Q 11 iN i z A2 I z0Lil cm CD O A9 041- � �� 11'4" I J W \ 8'-6"- \ Et I— (n v �� — ■ � - - - 4 - - - -I— —M- rt 4 U CO O D 17HD A2 I I �A2 I W W 0 CO e d / - a I Q 70P O / / 0}e a e e _ ,e ,1g ,� U a / - °_ ° e _ , 4` e.. / / V 7 L /J J W �, Q \ 9'-2' \ 11'-91/2"-A \1 4\ 13'-21/2" \ 8'-0" \ \1'-21/2" 0- CO \ 8'-6"- \ 27'-0" \ A2 0 I 2 3> I A9 A9 z> / / / ► / 1°11 I- - -J9-5 S Slab on Gradez U_UO Subgrade: Use structural fill or native material, compacted to 95%relative compaction_ It is strongly . ' ��o� aaU4 recommended that all structural fill be checked by a geotechnical consultant J Z� zw0 w akzo. weamo ;� Uaderslah Insulation: May use or FPS rigid foam with min_, 25 psi compressive strength under slab. Hal =N U m [fused, provide and install per insulation manufacturer's recommendations_ z a w W Z Ox=za z w Vn_U'N Slab Thickness: Use " min_ o=> z = oo �n�aw� U�?xa �02Lli Reinforcement: Use any ofthe following: 0 z=- w1Wwp .ow - Min., #3 rebar at 24" CC, each way_ centered in slab_ QCH =LL fLaOU� - Welded wire fabric, min._ W2.9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8" min. / a-o PLAN AREAS G� MR zwm�F - Fi`bermesh per manufacturer's recommendation. 0 F o z �zo - Helix micro rebar, min., 5 lbs. per cubic yard. (ooa MAIN FLOOR 1 353 SQ.FT. zw C7UZ�7 Control Joints: Maximum recommended spacing= 8' Off, each way_ This is a non-structural item and wozaa �OODU may be changed or omitted by Owner or architectural designer_ D z w o UPPER FLOOR 1 ,573 SQ.FT. amN"o 0 a w m LL " Vapor Barrier: Suggest a min_, 6 mil., plastic vapor barrier under interior slabs. This is anon-structural Z�za 400x F z U 1 item and may be changed or omitted by Owner or architectural designer_ BASEMENT 1 ,083 SQ.FT. aZ Marro oomQ 17 HD Alt 1 - Holdown-Embedded Strap Type. w a o Lin. Capacity-. for 2185 lb uplift TOTAL LIVING AREA: 4,009 SQ.FT. - �, Holdown: Use LSTFIDS for no rim joist condition_ STORAGE / UTILITY 161 SQ.FT. OWNER APPROVAL - For rim joist condition use LST3�8R3_ ::_4 pf' 19 y:` �`µ f, x Nails: Use 16, 16d to full-hei.glit stud as follows. ��►� f�� _ �'� '� ; GARAGE 725 SQ.FT. INITIAL: Stud: Use larger of king stud as spec'd elsewhere; or choice of 2- 2x, 33x, or 4x. PAGE #: Alt 2 - Holdown - Bolt Type 4 ENTRY & REAR PORCH 195 SQ.FT. Holdown: Use HDU2_ r A 1 °``''� OPEN BALCONY 331 SQ.FT. Lags: Use 6 SDS 1/4 x 2.5 to full-height stud per above ►ONIA,L 2, Anchor Bolt: If wet set, use 5'8"diameter SSIE16, or 5.-'8" all-thread'8" all threadvith nut and 3" rasher on 1124 COVERED BALCONY 224 SQ.FT. embedded end. Ntin embedment= 12". If too long to fit in footing, bend 90-degrees at bottom of footing, [wow 'alai'alai2 PAGE:Z maintain 3" cover at bottom of footing_ . 6, tAJA6i 's .56.44 OPEN DECK 122 SQ.FT. - Ifrotohaer, use 5/8"Titen HD or all thread & epoxy_ with 6F min concrete embedment, centered 1l Fart., r c.T',.. COVERED DECK 154 SQ.FT. 6 Of 21 mm stem wall_ TT6M S enA I-4 . DESIGNED BY J. STERLING QFORCODE � \ \ DRAFTED BY: w�� 1T Y ` \ ° SIDING MATERIAL \ ° SIDING MATERIAL e FACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION ° J 7/16 OSB 1 BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 7/16 OSB J. BASS 1/2" SHEETROCK 1/2" SHEETROCK NAILS OR SCREWS �4, 1891 w`' PER SHEARWALL '`QCOR� ° 3/4" SUBFLOOR 3/4" SUBFLOOR1/4" = or,, see C D E F G V W X Y Z A B C D E F G V W X Y Z OPTIONAL 4"SLAB TABLE 1' U.N.O. (GARAGE, PATIO) d NAILS IN BLOCKING ♦ ♦ DATE o LENGTH FLOOR JOISTS , ' LENGTH / SIMPSON HANGER 0 11/08/2021 z RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING / G' (JOISTS PARRALLEL ONLY) RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING / °� \ a HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING ** SPACING REBAR @ REBAR REBAR TRANSV. CONT. 'A35 TYP.ONLY HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING gREBL BEND REBAR REBAR TRANSV. CONT. 1FLOOR_JOISTSIBOT. LBEND REQIFA>4' / OPTIONAL 4"SLAB(GARAGE, PATIO) (,'1, Z o F \ , ` 6" 6" 72" NOT 6" 24" SUB FLOOR TO MUD SILL TO / 0 - �� 6" 6" 72" NOT 6" 24" 24" a a a - / c O• 4 CENTERED 1 $ NOT #4 © #4 © N/A (2) # 4 IF JOISTS PARALLEL r ° a a \ w 0' 4' CENTERED 1 $ NOT #4 © #4 © 24" N/A (2) # 4 BE ATTACHED WITH 8D NAILS E / / INSTALL"G"BLOCKING W a Q, 3"O.C.STAGGERED. 1- IN (2)BAYS. �I d 1 "- NOT ~ w A PICTURE OR PRE INSPECTION 4' 1 "- 6' 5„ 24" 8" 6" 56" 48" 6" #4 © 24" #4 © 24" #4 © 24" (2) # 4 SCREWS OR NAILS Z p 4' 6' 5„ 24" 8" 6" 56" 6" #4 24" #4 24" #4 24" •� I 11 MAY BE REQUIRED DUE TO FLOOR CD 0 3"O.C.Ts SUBFLOOR E • —- = H NOT (2) # 4 PLATE MATERIAL COVERING NAILSW ° a C7 6' 1 " - 8' 6" 10" 8" 28" 28" 8" #416" #4 18" #4 16" m 6 1 - 82 #4 16" #4 18" #4 16" a \ - 18"MIN. 2 n i 32" n Qn NOT n 18"MIN. _ 32" $ © @ (3) # 4 -BELOW GRADE' U' 6" 1 0 8" `� REQUIRED $ (3) # 4 -BELOW GRADE J- X • 111II I II 1I 11 ==z X—• a I111 11 11 < z0 4"TIGHTLINE- Q 4"TIGHTLINE �� �� n �� �� �� n Ea. EQ J8' �� �� n �� NOT 14" 18" 14" Ea. EQ p a 8' 1" - 10' $ 42 10 8 18 18 $ #5 © 14" #5 @ 18" #5 @ 14" (4) # 4 1 X 4 P.T. GUIDE �O EXT.WALLS ONLY_ J Z 1" - 10' $ 42 10„ $ 1 `� REQUIRED 8„ #5 © #5 © #5 © (4) # 4 1 X 4 P.T. GUIDE O EXT.WALLS ONLY= z cJY • R-10 @: I Q-p R-10 @: a III -CONDITIONED AREA SLAB j=I= -CONDITIONED AREA SLAB w ON GRADE Q q a MIN LAP SPLICE=24" � ON GRADLE Z Y a' III III III III � o/ MIN LAP SPLICE=24" � i __,LZ Y 0 ••••. p i ,0 GENERAL NOTES: NOTE #1 l/SLABORFILL-SEE oTE#1 % '•'''B _w GENERAL NOTES: NOTE #1 //SLABORFILL-SEE OTE#1 °•; wimp- IT ,4• * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN a * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN � A:•:�:�:•:•:•:•:• Co * NO SLAB IS NEEDED. R 10 FOAM = R 10 FOAM a = COLUMNS F, G, ARE MAXIMUMS. MAY LESS. W/10 MILVB , , , / <,X // /1/ ^ :e. . . . RocK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. NO SLAB IS NEEDED. W/10 MILVB �! , , , ! �RAIry HI UNDER, MIN. D+ �I 3 L • :4' PERF. * RETAINED HT. A FILL REQUIRED UNDER,6 MI VBNI ++ a 3" at".P.ERF. = C sIi'3* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT. (A) FILL REQUIRED _ 1 1 6 MILLVB �i 1 II 1 • -. . . .(EXT.WALLS ONLY) ASSUMED SOIL BEARING PRESSURE: 2,000 PSF O " ' 1.I 1 III � EXT.WALLS ONLY)- ali z * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 1F No SLAB- =V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 1F NO SLAB- =V 0 -4 NONE 4e C I I = 0 -4 NONE 4e =C I I * REBAR MINIMUM GRADE 60. 5' - 6' 12" TOE -HEEL- * REBAR MINIMUM GRADE 60. 5' - 6' 12" M OE HEEL- a, * p ' - *ASSUMED SOIL BE F - * p ' - „ *ASSUMED D SOIL BEARING PRESSURE: 2,000 PS CONCRETE MINIMUM fc 2500 psi 7 8 18 BEARING PRESSURE: 2,000 PS CONCRETE MINIMUM fc 2500 psi 7 8 18F CD I **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" III III I **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" w NOT TO SCALE NOT TO SCALE L NO FLOOR I \ ° SIDING MATERIAL E 4 RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" I SIDING MATERIAL 7/16 OSB 3 CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM 12 MIN. 7/16 OSB 0 o a 1 X 4 P.T. GUIDE 2 X 6 WALL PONY WALL 0 A B C D E F G V W X Y Z R-10 @: A B C D E F G V W X Y Z 2 X 6 WALL 0) BASEMENT PERIMETER 0 ABOVE GRADE AREAS O -CONDITIONED AREA SLAB I >Q 0 ON GRADE ! ` c LENGTH F li F o 4"SLAB LENGTH Li_ uJ CO N UNBALANCED WALL OF VERT. RETAINED WALL OF VERT. 6" MIN. FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. Q a a'■'ll FOOTING FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING Z 0 W W71- -0 HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING** SPACING gREBL BEND REBAR REBAR TRANSV.I FOOTINGCONT. a a a ��� HEIGHT POSITION HEIGHT BOTBL BEND TRANSV. CONT. 0 > I- I` C d Q WIDTH THICKNESS SPACING** SPACING @ REBAR REBAR 0 Q Fi IMMJM■■■■■■■■■II■■■■■ E 0 Q ❑ Z (� • Mi CL _I 00 , § R-10 FOAM I• I- ' O Q m n „ n SEE NOT n „ „ R-10 FOAM iJ' E U �� „ n SEE NOT n „ „ p 5 Q Q z (O O'• 4' CENTERED 1 $ 6 6 6 #4 @ 24 #4 @ 24 N/A (2) # 4 W/10 MILVB �r w 0 - 4 CENTERED 1 $ 6 6 6 #4 @ 24 #4 @ 24 N/A (2) # 4 m 2 N Q co SHEARWALL REQUIRED SHEARWALL REQUIRED UNDER, MIN. 24" MIN. :: m U �� n8" 6" NOT '•a A = 1 "- 8" 6" NOT 6" W 4"TIGHTLINE _=m O Lu SEE „ nSEE �� 4' 1 - 6' 3 _ Z " ' " ' w-� 24" SHEARWALL REQUIRED 6" #4 @ 18" #4 @ 24 #4 @ 18" (3) # 4 W I•I1 0 4' 6' 5 24 #4 @ 18" #4 @ 24 #4 © 18" (3) # 4 ■■I SHEARWALL REQUIRED ■•I W d 2 z � \ I=Q 6' 1 " 8' 6" 36" 10 8" 8" #5@11 18"#4@11"#5@ (4) # 4 6' 1 " - $ 7 610 g SEE 8" #5@11 #4 @ 18 #5 @ 11 (4) # 4 Y, A= n NOT „ O � J SEEJ _ " n NOT „ SHEARWALL REQUIRED J Q SHEARWALL REQUIRED 1 1 1 Q—z W � X • < X ' 18"MIN. > O 7 BELOW GRADE- -- Q U 8' 1" - 10' 8" 48" 10" 8" SEE NOT 8" #5 9" #5 18" #5 9" (4) # 5 ° 8' 1" - 10'Lli 8" 48" 10" 8" SEE NOT 8" #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5 1 X 4 P.T. GUIDE Z N SHEARWALL REQUIRED @ @ @ 2"CLR. SHEARWALL REQUIRED SCREENED 2" PVC // @: /T 2"CLR. 0 MIN LAP SPLICE=24" w R-10 , O -CONDITIONED AREA SLAB a / IIII III III 11 w L WEEP HOLES 6'O.C. ON GRADE 6 -MIN LAP SPLICE=24"- co z Q. U 0) EI Z Y•4hlLIIGHNE ' 18"MIN. Z GENERAL NOTES: ZI YI ' T. •g• 4' MINWAL FOR GENERAL NOTES: NOTE #1 J/SLABORFILdT #I < A 6- W �: .•. * 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. = J co FILL OVER FOOTING IN CRAWLSPACE WHEN — R-10 FOAM w � ''DRAINIROCK _ NO SLAB IS NEEDED. � - U D I , ,\ , * •, a (I;' ' DRAIN ROCKCOLUMNS F, G, ARE MAXIMUMS. MAY LESS. , , , , , , ,� COLUMNS F, G, ARE MAXIMUMS. MAY LESS. w/10 MILVB D � � �._� � � � � � � � , ' ' I _ H . • : P: RETAINED HT. A FILL REQUIRED LMIN.-' 3" a PERF. W '/� n*ASSUMED SOIL BEARING PRESSURE: 2,000 PSF \11 \113 11" / *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF O u6 MILVB rrfiHI 1 1.11 11 1 1 /1 1 �:•:•:•:•' H M• v J LL * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. _ IF NO SLAB- - V U W 0 O C = 0' 4' NONE C = LLI �/1 W U * REBAR MINIMUM GRADE 60. TOE I I HI EEL = * REBAR MINIMUM GRADE 60. 5' - 6' 12" TOIE HI EEL - �+—� Z * CONCRETE MINIMUM fc 2500 psi *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * CONCRETE MINIMUM fc 2500 psi 7' - 8' 18" *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF = w CO Q **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 'ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" NOT TO SCALE I NOT TO SCALE \ CASE 1 \\ a SIDING MATERIAL CASE 2 \\ a SIDING MATERIAL ) 6 XAB 6 P.T. POST 5 RETAINING WALL - 4 MAX RETAINED - CENTERED REBAR 1/4" X 3 1/2" DRIVE c—.--< 12" ySONO-TUBE / ABU66 POST BASE a NO FLOOR R-21 INSULATION " C WITHIN 12" 7/16 OSB 7/16 OSB RAWL 48 O.C. 2 X WALL -�-- ,l (3)GRADE 40 1/2" SHEETROCK .- 2 X TREATED PLATE #4 REBAR 1 X4 P.T. GUIDE \ R-21 INSULATION VERT. HOOKS a 3/4" SUBFLOOR (WHERE NEEDED) - � � � � � CI) _> R-10@: 2 X 6 WALL \/ /\/\/\/\/\/ zz° A B C D E F G V W X Y Z -BASEMENT PERIMETER �" R-10 @: /A <\/A // / / / / A woo �C -CONDITIONEDAREASLAB 1/2" SHEETROCK V/ V/ /�/V/V/ L0g3 ABOVE GRADE AREAS ON GRADE ) / / VA \ V VA VA V� \ w CONDITIONED AREA SLAB / / / / °.00 ' \-__ ° /\V �V//V//�// \ L,o L ON GRADE F /�_ /OQ� \ V/VA/VA/ /\ a w o FLOOR JOISTS /i,/i,/i,/i, Q �z�g� LENGTH 4"SLAB / = a a /V//�� - zwo°� UNBALANCED WALL OF VERT. o \ �� AA \,(3)GRADE 40 Q�oo� FOOTING FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING a / - /\ \/ w r a /\ / < 1 -� ,-/ /a, #4REBAR E.W.\ LLa.o HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING** SPACING REBAR @ REBAR REBAR TRANSV. CONT. o a a a �c/ �VA/A� m�� m BOT. L BEND a a a A �� • a a A \�\V�; _ �\ \ \/A%/ %/ L� w (-0 VA \ � (�� A/A a a \� R-10FOAM A/A/A� :41fi-0� o. ��� � / /�/ice/�/\j/// /�/i w/1oMILVB // 'ijQ }wz - PER PLAN �� 6" SEE NOT „ „ R-10 FOAM R-10 FOAM a F V� \ \ n �A UNDER, MIN. _ _ 0 -• 4 CENTERED 18" 6" 6" #4 24 #4 24 W/10 MILVB (@ BASEMENT U R-10 FOAM 1 OQ-�- • �� . A�A�AA '' =w° SHEARWALL REQUIRED @ @ N/A (2) # 4 PERIMETER E w r W/10 MILVB; A V/\/\/ / / / �0��� A � �A �A V � \���A �A (2) GRADE Z =_ � 24" MIN ARW) m W UNDER, MIN. // // // // //V/V/V/�/ /� #4 REBAR / V V zco w =ZZ DER, MIN. aBovE ° /A/A/A/A/ / / / / /�� � �/ a a) . - / \/\/\/\/ /X/X /X^ / w 0„ \ \ a000 :1 = 1 , =z ,Z1 -COMPACTED FILL V/ — _� r�_ �o - Q E / / Z 1 �1 1 III I III III I �oz°�o v v i z CRAWLSPACE —\ 2 A z THICKENED FOOTINGo��o� PAD WI SONO TUBE °Zc,� 6Q w=_ p - Cfl 18"MIN. <3 ZZaZ J BELOW GRADE J1 " "'F° X Q-Z X w o SCALE: = 1 1111 0 000=w ea. eo. • 4" TIGHTLINE- < 6 X 6 P.T. POST il O I I I I III •• Q1 X4 P.T. GUIDE p \ o CENTER EXT.WALLS ONLY ABU66 POST BASE 4"SLAB LLZo / / —MIN LAP SPLICE=24" w R-10@: 11 111111111111111111 J A GARAGE DOOR D 6861 SCREENED 2" PVC a 0001- WEEP HOLES 6'O.C. III III III CO DITIO ED AREA SLAB L MIN LAP SPLICE=24"-< 2 BUCK OUT FOR GARAGE DOOR ,!/ (3)GRADE 40 r 0 iaEs ONLij I PP II III III III -Y •4TIGHTL!NE ZY4" CONC. SLABOVER6 #4REBAREW._ Z Z Z� = o MIL VAPOR BARRIER ON j01 /_ \ , • ,� �_ GENERAL NOTES: Z = g --- .. LAB OR FILL-SEE NOTE#1 B=_ ,/ GRANULAR FILL i ap; III III , ► f�, 4 * — — 155 ' 111� 11 • a / PER PLAN III III OWNER APPROVAL COLUMNS C D E W X Y Z ARE MINIMUMS. MAY USE GREATER. '•:•:•' ,� ■tiu■■r■■■■:me:�e:me:a /\/ /\/ VA \ f 1 1 1 1 f 1 '•H ' R 10 FOAM 'a' '` //\\ /\\\\• III III III ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF D • • :'DRAIN ROCK - W/10 MILVB • _ • :'DRAIN ROCK /A/o,A/ a a a /\ III III III „ a „ /va •• a //�/A/A, r 73 • • INITIAL: 3" : 4 PERF. UNDER, MIN. 3" a : 4 PERF. \ COMPACTED FILL * / / A/ (2) GRADE 40 z .4 MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 11_ ♦ L,'• ' ' ' 1 �.;( PER1F.-I 1 1LY)- V////V// PAGE #: 111 . . 6MILLV6 v v a #4 REBAR PAD UNDER SLAB '° ►�- �� * REBAR MINIMUM GRADE 40. V ' ' IF No SLAB- - = V= L///< ///%i // H//H//H/ // '/v ail 21 C = -C � * III = -I wow" 42 A2 CONCRETE MINIMUM fc 2500 psi TOE 11 HEEL TOE 1 HEEL TYPICAL FOUNDATION WALL ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. * 1 1 1 * GARAGE DOOR 8 POST FOOTING { ASSUMED SOIL BEARING PRESSURE: 2,000 PSF- ASSUMED SOIL BEARING PRESSURE: 2 000 PSF 7 = `` ►�4L�+ tz'5 �6'4 NOT TOSCALEII 1 ,1 / SCALE: 1 " 1 ' SCALE: 1 " = 1 ' 93FP is - M. '7'L PAGE: III III III III III III III IIIIIIIII III I II III III NOT TO SCALE III III III III III III III III III III III H . - 5 ► i L.Y . 7of21 WINDOW SCHEDULE NOTE: SEE PAGE AO FOR FLOOR P LAN NOTES NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION Wo1 1 1 2620 30" 24" YES PIC WINDOW WRAP DETAIL J. STERLING W02 1 11 2620 30" 24" YES PIC _ - W03 1 1 2620 30" 24" YES PIC r -I SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN N W04 04o1 CODE C'p� 36" 18" PIC OBSC EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: o W05 4 ° 36" 18" PIC OBSC GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, N T Y {, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE W06 �`� C O 9 36" 66" YES CASE �' 2 BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS W07 aJ 60" 66" FIX CASE m AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. WO8 36" 66" CASE W09 .y. ) 36" 66" CASE o W10 AGO As 4, 1891 . . 36" 12" PIC OBSC. 2 SHELF AND HANGING ROD. aZ r W11 ,� COIP e9 36" 18" PIC. 1/4" = 1' U.N.O. co W12 ��5 c 36" 18" PIC. o W13 \0FrELn e ____ 36" 72" SH - g L` W14 1 1 3660 42" 72" PIC BUILT IN SHELVES. DATE o W15 1 1 3060 36" 72" YES SH z 3 I- W16 1 1 3076 36" 90" YES PIC a 11/08/2021 R W17 _ 1 1 3076 36" 90" YES PIC o 0 W18 1 1 3076 36" 90" YES PIC W 4 CABINET-OWNER/CONTRACTOR TO VERIFY. W19 _ 1 1 3076 36" 90" YES PIC W W20 1 1 3060 36" 72" YES PIC m W21 1 2 3060 36" 72" PIC _ A9 o EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 W22 1 2 3060 36" 72" PIC F 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" I- r I--� LOWER LEVEL WALLS m HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. W23 1 2 3816 44" 18" PIC ��� �1 ��) INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE. W24 1 2 3816 44" 18" PIC w TEMPERED GLASS W25 1 2 3816 44° 18° PIC I I I JI �A - STAIR FRAMING PER ARCH AND CODE MIN. G W26 _ 1 2 3856 44" 66" CASE V W27 _ 1 2 3856 44" 66" FIX CASE W28 1 2 3856 44" 66" CASE A9 A9 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE W29 1 2 6080 L/R EX 72" 96" YES FRENCH DOOR INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES W30 1 2 3866 44" 78" PIC 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, C:71) '5 W31 1 2 3830 44" 36" PIC 6T-6" H END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE W32 _ 1 2 3866 44" 78" PIC v 13'-7" \ 21'-3" STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN • 28'-2" 10'-9" \ 8'-8" \I 15'-5" 4'-6" \ EARTHQUAKE.MIN.EFFICIENCY OF 91%W33 1 2 3830 44" 36" PIC _ _ _ (� W34 1 2 3830 44" 36" PIC r 76P I RET. ALL I F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. gr'x W35 1 2 3830 44" 36" PIC I ,, �7CP� / / EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL (1) W W36 1 2 3830 44" 36" PIC I I u T o I 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, W37 1 2 3830 44" 36" PIC r / I N BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF W38 1 2 12080 R EX 144" 96" YES 4 PANEL ACCORDIAN PATIO DOOR r \ / \ _ I' ^ I AI w I FURNACE. N W39 1 2 3866 44" 78" PIC 1 r 2 .+u _ Q -J PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF n i W40 1 2 3866 44" 78" PIC A5 A5 I O W41 1 2 3820 44" 24" PIC � z �_� o o CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL W42 1 2 3820 44" 24" PIC STORAGE/MECH. GUEST BATH w h I 5 0 17 H D 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF i l GUEST B E D R OM co THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 1:3 a 4` W43 1 2 3820 44" 24" PIC a'-7'x T-11" m N C, 13'-1" X 12'-9" 69 SQ FT �� 12'-3" X 12'-2' 120H@96" iv EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF W44 1 2 2616 30" 18" PIC w 5w / SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. N W45 1 2 3060 36" 72" YES CASE 157 SQ FT 10gra I o x° 0 ` 181 SQ FT I '/ o o N W46 1 2 3660 42" 72" FIX CASE '0'CEILING �� I 4 0 ; 10'CEILING (79M hMECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE W47 1 2 3060 36" 72" CASE SCAB FLOOR ,N I l 25H @ 96" I CARPET I U - ' PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 z W48 1 2 3060 36" 72" CASE 4 1 4 L I _ I-m 1( o a I FLOOR 20H�p 96" Q _4141. C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW o W49 1 2 3660 42" 72" FIX CASE L� o OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, CrS iS A10 a 1 1'-10' 2'-4 1 2" 0 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK W50 1 2 3060 36" 72" CASE 10'-3 1/2" 3'-3 1/2T: I 4'-3 1/2" t 1 O W51 1 2 3060 36" 72" CASE \ g� I I I�'I 12'-9 7/16" 79M o - PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE W52 1 2 3060 36" 72" FIX CASE I� I I I Wo A CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX51. 0-3080 �e -� CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH E W53 1 2 3060 36" 72" YES YES CASE l E ¢ I/ I DOMESTIC DRYER EXHAUST. illiiiiiii 0 W54 _ 1 2 3076 36" 90" PIC J W55 1 2 3076 36" 90" PIC 7 20H@96" -LI x o o 120H@96" W56 1 2 3076 36" 90" PIC 'I/ I HALL o coo m 1 1 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCHCrill) W57 _ 1 2 3076 36" 90" PIC I u) 3'-11"X 4'-2" `? 0 I AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. W58 1 2 3060 36" 72" PIC I I O I }} Q 20 SQ FT N di W59 1 0 3060 36" 72" YES CASE r N I M INSULATION FOR I DN r 1 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. T_ TESLAPOwER WALL- _ice 472P)-• -SOUNDPROOFING N I FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. W60 _ 1 0 3060 36" 72" CASE r- 7oP [�T 7oP W61 1 0 3060 36" 72" FIX CASE I _ I I _ _ _ -3'-10 7/16"� 4'-1 1/8" 1 2 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR W62 1 0 3660 42" 72" S. HUNG I �- t o _.,,,_3„ I 13 I 77P J I SEALED TIGHT. E W63 1 0 3660 42" 72" S. HUNG 13'-7"- -4'-0" - - ARV - - 71P GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. O W64 1 0 6080 EX 72" 96" YES PATIO DOOR I I I U I O a L 13 THROUGH INTERMEDIATE PTE RAIL SECT ON 312 SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS O W65 1 0 3060 36" 72" CASE o W66 _ 1 0 3060 36" 72" FIX CASE I I 20H@96" o I = 17 H D A)GLASS OR B)CABLE RAIL V o vi PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N W67 _ 1 0 3060 36" 72" CASE I I I M W68 1 0 3050 36" 60" YES PIC OBSC o 21 H@96' CO 14 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N W69 1 0 3050 36" 60" YES PIC OBSC I I cfl� I M MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 0) ) b N SURROUND&HEARTH MATERIAL. EXERCISE ROOM o MEDIA ROOM Q o Structural C'allouts Copyright ConstrnctionCalc,Ittc(CCI) - 0 0 12'-8" X 11'-5" I o 20'-9" X 16'-10" 0 PA Per Architect GARAGE FLOOR SURFACES SHALL BE MIN.4zc, "CONCRETE. SLOPE CONCRETE FLOOR �j O 157 SQ FT 20H@96" a o 331 SQ FT (79e �o 1 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. x- 0 Structural Item:This item and related connectors shall be per architect designer- (A---5:1 / 10'CEILING o 10'CEILING _ WW11 RD Roof Diaphragm I T RUBBER FLOOR ILO / CARPET FLOOR - N. * Shear Capacity:Good for Eh 230 plf-seismic;Eh=322 ptf-wind._Max aspect ratio=3:1- - 21H@96"co h ' 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. f < f r Framing:Trusses or rafters:2x at? 'OC:max. 5 I I I I I M N N 5 W �/ rQ1 +� * Framing Connection at Support: - E79M 13 �- �/ N Where connected to shear wall,connect per shear wall Callout-top of wall. A 1 O / I �' I ��cfl DECK Al 0 J Q O GENERAL NOTES D � z 20H@96" I I I I/� 8'-0" X 1 T-5" CO N Q - Where trusses or rafters connect to beam:use H2.5:or A34 with screyvs,or similar:hp- 0 139 SQ FT co - At ledger:connect per ledger callout. °D * Sheathing:7:16-min.,OSB or CDXplywood. I I I I 0 PAVER DECKING * Sheathing Layout:Case 1 per MC 2306.2.(1) I LI - I 8'-6" 2'-0" 3'-1"1 T-3" 14'-0" I \o ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. * Nailing:Use Sd at 6"edges,12"field. _I o r �F' Blocking:Not required except at supports and at connections to shear walls below. I aI I� 14 I 70P /� 25H@96" - a ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. 12 FD Floor Diaphragm L • , „ / - I o 0 aw * Sheathing:With joists at 24"or 19.2"OC:use min.:24 oc rated, APA Sturd-I-Floor;either 3/4"species , VERIFY HEADER HEIGHTS WITH SUPER. group 1:or 7'8"species group 4.May be OSB or plywood_Good for 130 psf TL d.L 360 deft- \ = I () w - o • Sheathing:With joists at 16"OC:use min-,16 oc rated, APA Sturd-I-Floor,min-,19'32"thick.May be Headers v 0-1/2" WET BAR UNDER STAIR WIDTH I �' ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED �� Default header material is Doug Fir No.2 or better 17HD 9'-3" 4'I5 1/2" OTHERWISE. U N ❑S$or plywood.Good for_4_psf IL a L 360 def- (� * Sheathing Layout:Case 1 per MC 2306.2.1(1) 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration V��\A 3 70P 71 P a -- / 13 77? ALL INTERIOR WALLS ARE 2 x 4 16"O.C. STUDS, UNLESS NOTED N - Orient sheets continuous over two or more spans:with the long dimension across supports. Default Trimmer.use 1.2x stud or Simpson LUC hanger.each end. A _ _ _ _ LL. M ►� 7ti I i o * Nailing:Glue:and connect with 8d ringshank nails or=9 screws,at 6"edges:12"field. Default KingStud,opening 6-feet wide and Tess use 1.full height stud each end(plate to late- � � -'i - �71P) N I n OTHERWISE. L g P 99 plate.) � � � - WETBAR_ e u:F.LR k - 8-9„ Z0 VJ * Blocking:not required except at supports(beams)and connections to shear walls below. Default King Stud,opening wider than 6-feet.use 2-full height studs each end(plate to plate-) -- 1/2" S H E ETROCK w 4 Q i 1 CL /� 1 PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 1� FF Floor-To-Floor Holdown Trinuuer,each end King Stud,each • = READING NOOK N IZ Cl- * Min.,Capacity:Good for 1705 lb tension. Callout \Lin,use Alt 1 min.use Alt 2min.,use if blank use default end if blank use -_ - - DISPENSERS, MEDICINE ETC. COORDINATE WITH OWNER FOR L MCABINETS, E H 1 ( { ° CONCRETE WALL o 0 11' 9" X 12'-8" Strap:Use CS16 vertical strap,length as indicated below.Fill all pal hole with lOd- above-} default above-} , O - I LOS T STAIR 11 LOCATIONS. Z n W 0 159 SQ FT 4'10'x 1'-11" 2 13'-4" X 8'-2" I LI V C) Strap Length:Walk Above and Below Floor Use 13-min.to each upper and lower studs.Min.total 20H 2x6."L"config 4x6 COmN length=26-+depth of floor system. 21H 2x10."L"config2-2x6 4x8 R-21 INSULATION I N I _ 2 SQ 2'-5 1/2" �- 82 SQ FT FRAMING NOTES _ 10'CEILING - _ _ J w Strap Length:!fall Above,Beam or Header Below:Use 13'min.to upper stud:and 13"min to beam 22H 5.5x12 glulam w <21 CARPET FLOOR ■I d23-2.80 o N U Et Q /'�x or header-Wrap around bottom of beam or header if necessary-_Min.total length=26-+depth of floor 23H 6x12 5-5x7-5 glulam 3-5x9 glulam 2 • 2 X 4 WALL @ 6" FROM CONCRETE ..i. \ L.Ls?stem- If upper wall bears d recth on a beam.m n-s rap length _6"- 12'-4" 4'-8" 9'-4" w V 24H 5.5x9glulam 3.5x12glulam 2 2 / BUILT OUT ONLY IN FINISHED AREAS REFER TO SHEETA2 FOR FOUNDATION NOTES AND DETAILS. Exterior Shear Wall:Attach strap to 2x studs lined up above and below rim joist.Strap to be applied LMill 25H 2.2x10 4x10 12 over wall sheathing. .. _ - - I- I - UP ► U Q O - If strapfalls on header or beam below_nail to header or beam and wraparound bottom if necessary. Beams 0'-6" COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF Default sawn material is Doug Fir No 2 or better. 1/2" WEDGE ANCHOR 48" O.C. 17 H D FOUNDATION/SLAB/JOISTS BLOCKOUTS. W C..�17 HD Alt 1-Holdown-Embedded Strap Type. • r * SLin.Capacity-:Good for 2185 lb uplift- Default glulam.LVL.PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E.2.300 psi.min F . 20H@96" 21 H@96" 20H@9 i 70P Holdorvu:Use LSTT-ID8 for no rim joist condition. Default wall connection.3"bearing in pocket or on plate with min..2 studs below- 2 X BORATE TREATED PLATE - - a FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR �y Z I 1 - For rim joist condition use LSTHDSR3- Default end post connection:LCE.ACE.EPCZ. ECCQ-or similar. I - - -W67 3060 CASE-W66 3060 FIX CASE-W65 3060 CASE SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT L,L Q * Wails:Use 16:16d to full-height stud as follows. Default corner post connection with mitered beams over.LCE4.LCE4Z.or RTC44. I- 2'-9" \ 3'-0" \\ 3'-0" \\ 3'-0" \ 14'-3" \ ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL IZ CO * Stud:Use larger of king stud as speed elsewhere;or choice of 2-2x,3x:or 4x- Default mid-post connection:LPCZ.PCZ-COO-or similar- • I I 1'2" PRIOR TO THE FABRICATION AND INSTALLATION. Alt 2-Holdown-Bolt Type Default beam to conc wall:HGUM hanger with 5`8x4 Then HD.or GLB wet-set beam seat. \ 8'-6" 12'-1 1/2" 13'-8 1/2" \ * Holdown:Use HDU2- Default beam to beam connection:Hanger:HU.HUC.HUCQ or similar. Bear on top.2.HGA10- TYPICAL FURRED OUT \ ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED Lags:Use 6 SDS 1+4 x 2.5 to full-height stud per above 43'-6" Default Steel Wide Flange:50 ksi-A992 per Std.Strucfl Specs herein- WALL I N BASEMENT BY MANUFACTURER Anchor Bolt If wet set:use 5'8"diameter SSTB 16,or 5 8"all-thread with nut and 3"washer on Connector(g blank embedded end-Min embedment=12"-If too long to fit in footing,bend 90-degrees at bottom of footing, Callout Min.,use Alt 1 win.,use Alt 2 min.,use Notes use default.above) 3/4" = ' 2 A FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE maintain 3"cover at bottom of footing. 30B-32B (OPA) - Ifrotohammer,use 5B"TitenHD or all thread&epoxy,yvith 6-min concrete embedment,centered in / SCALE: 1 AND NAIL W/RING SHANK 8d'S @ 6" EDGES & 12" IN THE FIELD. FACE stein wall- 35B 1.75x14 LVL / A9 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 7 77 NI Mullion 36B 2. 1.75x14 LVL 3.5x14 PSL HWPH to 38B OSB OR EQUAL. L • General:These are specified mainly to reist out-of-plane wind loads but may also be used to resis in-plane 37B 2 175x14 LVL 3-5x14 PSL HWP to 38B F 171 a lateral loads if so indicated in calculations. TYPICAL HEADER FRAMING HLIg Use W16x50(16.3"x 7"actual dims)with 2.2x8 or4x8 nailer on top.connected with 2.SOS 1/4 x 3 @ 24"up PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST* Mullion:Use min.,2:1.75x5.5 L'SLs,continuous bottom plate to top plate. 38B through flange.At ends use full bearing on wood member.Connect w/2.5./8"x 4"lags through bottom flange to - _ _JJ z centerline of bearin member.Floor oists to han on nailerwith to flan a hanger. LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO • Tog and Bottom Connection:Connect at top plate and bottom plate with�,A_4 and screws. 9 1 9 P 9n r �- HeaderConnertion:Header(s)maybesupportedwith2xtrmmerorhangonthsmullionyvithLUC, 39B 4x10 WINDOW W/ 6 POST HEADER LESS THAN 5 FLOOR HOEDOWN LOCATIONS. a n HUC,HUCQ or similar. z w w 40B 1.75x14 LVL PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING ago°� 78 KS King Stud w E a m 0 At sides hof eopening use min 2.1.75x5.5 LPL king studs:continuous bottom plate to top plate. 41B-42B 2 1.75x14 LVL 3 5x14 PSL LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. o 1 a m 43B 6x12 PT 5-5x7-5 PT glulam =m a - Support header with trimmer or HUC hanger- 0 79 1I Mullion 1-75x11-8 LVL ALL CONNECTIONS TO BE SIMPSON OR EQUAL. cgYk- 46B 2.1.75x11.8 LVL 3-5x11-B PSL O 3 IL w"'w N General:These are spec f ed mainly to reist out-of--plane wind loads but may also be used to resis in-plane (2, ..6 >w lateral loads f so indicated in calculations. 47B 2.1.75x11.8 LVL 3-5x11-8 PSL at wet bar HEADER LESS THAN 5' INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE "' Z w 0E_xa • Mullion:Use min.:2:2x6s continuous bottom plate to top plate. 48B 4.1.75x11.8 LVL 7x11.8 PSL CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM J w wWOZ ~1 Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC, 49B 2.1.75x11.8 LVL 3.5x11.B PSL HUCQ w a z z (1)KING STUD FROM CONNECTIONS. HUC,HUCQ or similar- TOP PLATE TO • /7 z a a 0 o Use min..5.5x18.24F-V8 glulam.Min.backspan=15•.If this beam acts as wall top plate.connect studs to (1)TRIMMER BOTTOM PLATE Z o rr 80 L Ledger-Roof Diaphragmrr-F2,2o 50B this beam with A34 and screws.typ.If beam bears on wall top plate-connect with SDS 1/4 x 6 @ 12"max up topa 0 H z Ledger Screws:If connecting to rim or header or other continuous wood,use SDS:or LedgerLOK at through (2)KING STUDS • (1)TRIMMER z 0 z w 0 * Plate into bottom of beam.Connect this beam to 76P with straps,P cleats-or standard hardware. FROM TOP PLATE TO PLAN AREAS H aOzm'a max 12"OC:staggered.If connecting to studs:use 2:SDS or LedgerLOK per stud. BOTTOM PLATE0 F o 3 m c Length of SDS or LedgerLOK=Through ledger and sheathing and 1.5"min embedment into solid framing. 51 B 5.5x12 PT glulam Z z z °z o Joists aml Rafters NooaZ MAIN FLOOR 1 353 SQ.FT. z0Zaa Min distance of connector to end of ledger or splice=2"-of n edge distance to top or bottom of ledger Default rafter or deck joist to beam connection is co or skip blocking and H2.5A-or H1-or A34 with screws. w eo 0 z DOOR SCHEDULE N wozww =1-75" Framed roof overhangs-eaves outriggers-etc use IRC-compliant constructionMI # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION C5 o g z * Ledger Connection to Walk Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated(PT) - - DO1 1 1 3680 R EX 42" 96" EXT. HINGE L ,,,,_inn Rem Per ertdicuTar: Use 2x or LET.ledger;min height to match rafters.Apply ledger over wallg slopedD02 1 1 3080 R EX 36" 96" EXT. HINGE UPPER FLOOR 00 R 1 t 5 7 3 SQ.FT. .FT. ` a m N N o .f p g PP g Default sawn face mount hanger is U.LU.LUS.or if rafter use LRUZ. UJ ZFza sheathing.Use hangers to hang rafters on ledger. Default deck joist hanger is U or LU(not LUS)with galv screws-or gals TECO or similar nails. DO3 1 1 9080 1 O8" 96" GARAGE o 0 0l- Prn alTeP Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar.Ledger to 9 g ( ) D04 1 1 9080 1 O8" 96" GARAGE BASEMENT 1 083 SQ.FT. a o Default sawn topflange hanger is JBA.LB.BA.or B welded app.use LB.BA.or B w F be placed over wall sheathing. D05 1 1 3070 L IN 36" 84" EXT. FENCE GATE ' o o m a Any national I-joist brand.equal or stronger may be substituted - z z z g L£ovwTi•uss Top C]sorelPetpenelicu/ar: Use continuous 2xblocking between trusses nailed through wall WINDOW W/ 3" POST HEADER MORE THAN 5' D06 1 1 3080 L EX 36" 96" EXT. HINGE wago - I-Joist roof overhangs.extensions.outriggers.and cantilevers shall per per manufacturers recommendations- F z sheathing with 16d d 6"OC to solid wood backing{continuous rim:plate,ledger:or blocking.) D07 1 1 3080 L EX 36" 96" EXT. HINGE TOTAL LIVING AREA: 4 009 SQ.FT. `7 Default I-joist face mount hanger is IUS or MIU '1 /� - Mono TrassB017001 Chord Pe)penclicrrlar; DO8 1 _ 1 3080 R IN 36" 96" HINGE • W Alternate 1:Hang bottom chord with hanger mounted over wall sheathing to solid wood bacicing(rim,plate, Default I joist top flange hanger is ITS.HIT.or MIT D09 1 1 3080 L IN 36" 96" HINGE IL o ledger,or blocking-} Connector<ifblank D10 1 1 3080 R 36" 96" HINGE G �i' STORAGE / UTILITY 161 SQ.FT. OWNER APPROVAL Callout Min.,use Alt 1 win.,use Alt 2 min.,use Notes Alternate 2:Use min-,2x4 ledger let into truss bottom chord-Ledger to be placed over wall sheathing and use default:above} D 11 1 1 3080 R IN 36" 96" HINGE f 1�3AS { [Alljoists and ratters areper Arch. Use defaults above-as appropriate.) D12 1 1 3080 R 36" 96" POCKET DOOR 4 `k�c'� o connected with ledger screws per above. Roof Diaphragm:Connect roof diaphragm to ledger with 8d rug shank or screws at 3"❑C- Posts • D13 1 - 1 3080 R 36" 96" POCKET DOOR 4e-,4,,' ••• .�, '. + •• GARAGE 725 SQ.FT. INITIAL: i HEADER MORE THAN 5' D14 1 _ 1 3080 R IN 36" 96" HINGE t' 95 S Slab on Grade Default material is Doug Fir No 2 or better. D15 1 1 3080 R 36" 96" BARN DOOR P01 * Sub grade:Use structural fill or native material,compacted to 95°•o relative compaction.It is strongly Default bottom connection on late:2.A34 with TECO or screws.or 4.16d face nails. PAGE #: g P - P CONCEAL FLANGE n * ENTRY & REAR PORCH 195 SQ.FT. HANGER EA.SIDE D16 1 1 3080 R 36" 96" POCKET DOOR recommended that all structural fill be checked by a geotechnical consultant. Default bottom connection on beam:2.A34 with TECO or screws.or PCZ (2)KING STUDS D17 1 1 3080 L IN 36" 96" HINGE Underslab Insulation:May use?BPS or EPS rigid foam with min.,25psi compressive strengthunder slab. FROM TOP PLATE TO •' mPDefault bottom connection on concrete:PD,or AB.or ABU.or AEW-or CD54 BOTTOM PLATE D18 1 0 3080 L IN 36" 96" HINGEvonmew 73 If used,provide and install per insulation manufacturer's recommendations- Connector(g blank D19 1 0 3080 L IN 36" 96" HINGE ,. OPEN BALCONY 331 SQ.FT. A3 * Callout \Lin.,use Alt 1 min.,use Alt 2 min.,use Notes (2)KING STUDS • (1)TRIMMER Slab Thickness:Use 4"min. use default:above} FROM TOP PLATE TO D20 1 _ 0 3080 L IN 36" 96" HINGE * Reinforcement Use any of the following: TOP 2-2x4 4x4 2x6 BOTTOM PLATE D21 1 0 3080 R IN 36" 96" HINGE iONAL iiii5 PI - Min-,a3 rebar at 24"OC,each way,centered in slab- 1 D22 1 . 71P 3-2x4 2-2x6 4x6[Welded wire fabric:min.:W29,6"x6"(6 Ga.):centered in slab.Splices overlap 8"min. I . I D23 1 _ 0 2680 L IN 30" 96" HINGE 4� PAGE: - 72P 3-2x6 6x6 4-2x4 - Fibermesh per manufacturer's recommendation. D24 1 _ 2 3080 R IN 36" 96" HINGE - Helix micro rebar,min.:5 lbs-per cubic yard. 73P sxs PT D25 1 2 3080 L IN 36" 96" HINGE r p OPEN DECK 122 S Q.F T. Control Joints:Maximum recommended spacing=S'OC:each way.This is a non-structural item and 74P 6x10 D26 1 2 3080 R IN 36" 96" HINGE G✓ 1►J`E'6sry,S .41-' 8 of 21 may be changed or omitted by Owner or architectural designer. 75P 6x8 D27 1 2 3080 L IN 36" 96" HINGE ._ 11 �l7iZ 57 4►rk tL Vapor Barrier:Suggest amin-_6 mil-_plastic vapor barrier under interior slabs-This is anon-structural 76P 5x6 4.2x6 5-5x5-5 glulam col- D28 1 2 3080 L IN 36" 96" HINGE COVERED DECK 154 SQ.FT. item and may be changed or omitted by Owner or architectural designer. 7TP 8x8 PT D29 1 2 5080 L IN 60" 96" CLOSET SLIDER TTE M,s OM 1.4 . GENERAL NOTES DESIGNED BY: J. STERLING - - QFORcon�co r -I ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: N .w4�G1T Y fe {, I ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. J. BASS m E VERIFY HEADER HEIGHTS WITH SUPER. I 0 �4 89I �'� ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED z ``QCOSL �`� OTHERWISE. 1/4" = 1' U.N.O. 70 -'FIELD 113Se� ii ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED DATE o OTHERWISE. 11/08/2021 z PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER D- *****NOTE TO FRAMERS***** DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 1\ ---UPPER FLOOR JOISTS TO RUN OPPOSITE WAY--- LOCATIONS. A9 fi_ i I- _ -I fl--I MAIN FLOOR FRAMING FRAMING NOTES I . ) I I \ J I I (x) I -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. i_ — _1 I L _ I L— _I - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE. REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. - STAIR FRAMING PER ARCH AND CODE MIN. N cik_ 67'-6° ° v COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF 9 9a FOUNDATION/SLAB/JOISTS BLOCKOUTS. N 28'-2" v19'-5" \ 15'-5" 4'-6" \ 3'-6" N CD ?, \ 19'-5" \ 5'-9" 6'-7 5/8" 7'-6 3/8" \ FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT C� 76P I — — — ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL J r a ° , — ° ° a (70P) / Dik I / PRIOR TO THE FABRICATION AND INSTALLATION. ° J OE x a 4 o ° L ,_—_ a a / 4 ° a 1 1 I cJ1) O a ° r I ,1 4 �/j�j_ ////.�� 50B I ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED I 5.5X16GL6 - BY MANUFACTURER rl 1.75X11.8LVL • ��� O U o Q % CANTIL.FLOOR BEAM_ —J N I FLOOR BEAM I I �` J O All1 TOP @-2 1/4" TOP 21/4" Cc� FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE I r 1 I l i 456 IQ I IF4; � I AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACEL 7 I m 1 45B �/ N, _ �i��� 5: I GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" .�„ �,,,,, �,,, 1• I OSB OR EQUAL. 3I I '-2 3/4"V�6'-7 5/8" A -I 7'-6 3/8" \ C m 45B 1.75X11.8 LVL - 'I ' PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST ° 4 I FLOOR BEAM-TOP @-2 1/4" - 4 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO EA10 I J A10 FLOOR HOLDOWN LOCATIONS. a 15 S d\ 13'7" \I 8'6" 12'9" II I 49B ► - I PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING Q I I N I I I LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. 8 B I i i - 1.75X11.8 LVL `� I I 45B FLOOR BEAM - lal ALL CONNECTIONS TO BE SIMPSON OR EQUAL.II TOP @-2 1/4" 0 O I INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE J I CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAMD __ 45B _ — — 72P ,` 1T-3" Cr -� 3'-6" \ CONNECTIONS. L` 70P- — — T — - 70P — — — I — I - i — „ _ I— _i 1-1.75x11.8LVL — — — 6F-ARIYG.�1181.L �71P 1 5.5X12PTGLB 77P J I E0 FLOOR BEAM CANTILEVERED 51 B I U N 21'-5"-----------------1 I 13'-5" ,I HI_ _I1O 1 C ° 1 O o I C N 2 O ziI r I©— i H / B �� �� ¢ 0 -cn � rim Q O oNXO '�� U c II k- LL U LL CO N r J co d - mO ,,�—N� a Ow m I 'g 2 E � w `V > I f Q I ca 5 I = �- z 48B - �Y X 5 0 °) A10 a i 9,2 - A10 co Q o z 1 6 r I , — o- (1 51B1 m CV Q co .1 I ` O LL L J_ X 4 L 4 a ° ° a a 7DP k 11 L _ ° a - -L —I/_ , L E9 12'-11" 13'-5" 8'-0" W ) 9'-7" 4'-5" U N-• CV BEARING ABOVE— — — iii70P 71P BEARING ABOVE51 B 77P O I ' I ^' Et 46B 3.5 X 11.8 PSL 5P .�4 7 5.5X12 PT GLB �— ILL /'� C 1J �� V FLOOR BEAM I CANTILEVERED I I V ,.�,v MI �� z ' a) - V I 12'-6" I \ .� 13'-4' w _ N I - I Il I—I—I— I— L l� 1 —off o NI - - U n/ Q (� A9 w I 11.75X11.8 LVL '� LJ_ L IJ LFLOORBEAM• — up H co CO v r — 1 1 TOP @-2 1/4" 0 0 O 45B DT 0 OP O U) il VJ _ J / w T�T ZI C / D / /SIDING TYP. — VJ � /� \� 12'-7 1/2" \ 13'-8 1/2" \ 0- CO ( TYVEK HOUSE WRAP p 7/160SBSHEATHING *****NOTE TO FRAMERS***** 1 1/2"GYPCRETE FOR (---= 24X24 CONCRETE ° ---UPPER FLOOR JOISTS TO RUN OPPOSITE WAY--- RADIANT FLOOR HEATING —\ FLASHING PAVER DECKING I , _ )03,77-4W-- i SIMPSON ZMAX LUS210 <-9 6 3 - gi / 4 X 12 PT.JOIST 16"O.C. A9 _�GA RA) �jiriZAML /Wv?i ; DTT2Z a \VAS ;.- \8O c„r ' � � '` '^ z> V 1111 FASTEN 2X PT LEDGER WITH SOLID 2X BLOCKING AT < (3)ROWS OF 1/4"X 4 1/2"SDS I- - -J - ,r _ -.�LATERAL LOAD CONNECTION SCREWS @ 16"O.C. Z&-- 2 X 12 TREATED DECK LEDGER C---- - ¢7 a ZZUUK b f51a w�¢ro0 "wk�o�v►ri. L ;1 ,1 zawwa ox=za z w m o DECK/HOUSEC CONNECTION L saw 4'L =Fawn H _ � Z ,=z E,�, ay,� "� 5��4�. HO! L.1_ Q Z I/■� ¢ U O ,,v\/ CLZ��O TTe s 0M14 . PLAN AREAS 11 .i°�U° 0 ¢iAa Face Mount 'oz02. o ¢oo ZZ�ZLL 23/32"MIN.PLYWOOD/OSB o¢z 30 LB FELT OR SUITABLE BARRIER Joist hanger111011 Z°�a a TO BE USED BETWEEN HANGER AND Floor Joist Blocking per IRC 502.7 g OR RIMBOARD CLOSURE. MAIN FLOOR 1 ,353 SQ.FT. u_ w 'Z a ACQ-D&CA-B TREATED SILL (Seismic Design Categories D1 &D2) °a°z z r 0SILL SEAL BCI JoistBCI®JOISTBLOCKING UPPER FLOOR 1 ,573 SQ.FT. Zzm ° / BlockingRECiJIRED FOR CANTILEVER. 0 $NAIL WITH 8d NAILSZU1- INTO EACH FLANGE1 ,083 SQ.FT. _• -.41101 r 4 es\ I II 4 STORAGE / UTILITY 161 SQ.FT. owNERAPPRovAL Simpson Strong-Tie Intermediate Nail Boise Rimboard 441 GARAGE 725 SQ.FT. INITIAL: ITS11.88 gENDTABAND Bearing 1 Versa-Lam®or Boise GLULAM Beam: to BCI®joist with 8d rPAGE #: FASTEN WITH 10dx1 h (WALL OR BEAM) Nailing per local �' ENTRY & REAR PORCH 195 SQ.FT. 1/2"NAILS WHEN I Beam width shall exceed nail into each flange. WEB STIFFENERS code provisions ARE NOT USED 2x specified hanger nail length 01 OPEN BALCONY 331 SQ.FT. A4 TOP PLATE HANGER CONTINUOUS BLOCKING �� JOIST TO BEAM RIMBOARD r---- CANTILEVERED FLOOR JOIST COVERED BALCONY 224 SQ.FT. A B C D E PAGE: NOT TO SCALE / NOT TO SCALE —/ NOT TO SCALE NOT TO SCALE \ / NOT TO SCALE OPEN DECK 122 SQ.FT. \ / COVERED DECK 154 SQ.FT. 9 of 21 WINDOW SCHEDULE NOTE: SEE PAGE AO FOR FLOOR P LAN NOTES NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION wo1 1 1 2620 30" 24" YES PIC WINDOW WRAP DETAIL J. STERLING W02 1 1 2620 30" 24" YES PIC _ W03 1 1 2620 30" 24" YES PIC SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN C, W04 04o1 CODE co 36" 18" PIC OBSC EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: o W05 4 ° 36" 18" PIC OBSC GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, (4T Y {� REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE �W06 .`� CAWlO 92 36" 66" YES CASE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS W07 al 60" 66" FIX CASE rn AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. W08 36" 66" CASE _ W09 .y. G), 36" 66" CASE o W10 ,GO 4„ 1891 y . . 36" 12" PIC OBSC. 2 SHELF AND HANGING ROD. aZ r W11 .,� CQ$� 6 36" 18" PIC. 1/4" = 1' U.N.O. co W12 -TTOFrELn��Se� 36" 18" PIC. et W13 ........ 36" 72" SH W14 _ 1 1 3660 42" 72" PIC 3 BUILT IN SHELVES. DATE rE in W15 1 1 3060 36" 72" YES SH I- W16 - 1 1 3076 36" 90" YES PIC 11/08/2021 z W17 _ 1 1 3076 36" 90" YES PIC o_ 4 W18 1 1 3076 36" 90" YES PIC CABINET-OWNER/CONTRACTOR TO VERIFY. W19 _ 1 1 3076 36" 90" YES PIC 1 W20 1 1 3060 36" 72" YES PIC W21 1 2 3060 36" 72" PIC qg EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 W22 1 2 3060 36" 72" PIC \ 14'-2 1/2" \ 13'-9" \ 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. W23 1 2 3816 44" 18" PIC W24 1 2 3816 44" 18" PIC / 73P) 73P �73P�'I MAIN LEVEL WALLS W25 1 2 3816 44" 18" PIC - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE. 6 TEMPERED GLASS W261 2 3856 44" 66" CASE 2 - STAIR FRAMING PER ARCH AND CODE MIN. ‘43 W27 _ 1 2 3856 44" 66" FIX CASE 84 SF SLAB W28 1 2 3856 44" 66" CASE 0ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE W29 _ 1 2 6080 L/R EX 72" 96" YES FRENCH DOOR io qg Ag INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES W30 1 2 3866 44" 78" PIC RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, Cii)W31 1 2 3830 44" 36" PIC \ 27-6" 18'-9" N 14'-0 1/2" N T-2 1/2" 3'-6" \ 7 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE a W32 1 2 3866 44" 78" PIC STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN \ \ k, 0'-3" 0'-3'\� \ \ \ \ EARTHQUAKE.MIN.EFFICIENCY OF 91 W33 1 2 3830 44" 36" PIC 21'-6 1/2" 3'-2" 3'-3" 1'-9" 3'-0" 5'-0" 3'-0 3'-0" 2'-11 1/2" 3'-0" 10'-3" 6 J W34 _ 1 2 3830 44" 36" PIC h 71P go W06 3056 CA E W07 5056 FIX CASE W08 3056 CASE W09 3056 CASE W10 3010 PIC OBSC.• / / F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. W35 1 2 3830 44" 36" PIC N D06-3080 �M ill 1 15 F EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL CO(1011) gi _��/ - --_ 1'6 1/2 W36 1 2 3830 44" 36" PIC 14'-3 1/2" 2'-6" 11'-2" ij 20H@96" 79M 79M 20H@96° 1 20H@96" H@108" cc F 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, W37 _ 1 2 3830 44" 36" PIC \ \ \ w BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF W38 1 2 12080 R EX 144" 96" YES 4 PANEL ACCORDIAN PATIO DOOR o 20H@96" I 5 21H@96" I 1'-6" 1'-11 1/2" 1'-6" _2\ N FURNACE. W39 1 2 3866 44" 78" PIC v �c \ ` I d N Z„ 18-5 1/2" o w PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF n . W40 1 2 3866 44" 78" PIC I _ I ° o rr MASTER SHOWER m§ Ci N ° ~ 'Tx, ° CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL W41 1 2 3820 44" 24" PIC I I Q o 6'-5"X 4'-9" w LLa e W42 1 2 3820 44" 24" PIC U I ' I 35 SQ FT w Wo o N COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF W43 1 2 3820 44" 24" PIC m I i` Q �,fj => 20H@108" o 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 4` o 20 @ 96" I I x o\` 6'-6 1/2" - EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF W44 _ 1 2 2616 30" 18" PIC U L= 1 4 N \ CURELESS / SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. N W45 1 2 3060 36" 72" YES CASE `� o a I W MASTER BDRM I = T `- W46 1 2 3660 42" 72" FIX CASE °� o IY9 MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ° o N rrj = N " " 1'-9 1/2" \ 2'-3 1/2" 1:205 W47 1 2 3060 36" 72" CASE M I O m 17-1 1 X 12-10 co MASTER BATH \MM"30P CLOSET PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50W48 1 2 3060 36" 72" CASE 4 0 I 252 SQ FT 6'-9"X 130" fro 13'-0" 4 C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOWI F 10'CEILING _ 113 SQ FT U v _ / FT `"" OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN,W49 1 2 3660 42" 72" FIX CASE A0 �' Z -� / ' ,_ / A10W50 1 2 3060 36" 72" CASE CARPET FLOOR E 10'CEILING ILING _ 1OAND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK g W51 1 2 3060 36" 72" CASE m PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BEW52 1 2 3060 36" 72" FIX CASE N I INSULATION IN CEILING FOR SOUNDPROOFING 771 TILE FLOOR D16-3080 FLOOR �\ CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEXW53 1 2 3060 36" 72" YES YES CASE cflI -i CONNECTORSNOTEXCEEDING 6 FEET IN LENGTH MAYBE USED IN CONNECTION WITH 20H@108" m = DOMESTIC DRYER EXHAUST. a, v I 12'0, o W5449 1 2 3076660 36" 90" PIC '6" \ ' " g_g 1/2 " I \ oW55 1 2 3076 36" 90" PIC I 3'-6" \ MASTER W.C.W56 1 2 3076 36" 90" PIC 74P 15II 74P o ® I 1 0 6'-5"X 3'-1� \ WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH ?W57 1 2 3076 36" 90" PIC '°"""'" 29 SQ \ 11 ASA CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. mW58 1 2 3060 36" 72" PIC " \ I �`�'�INSULATION FORVERIFY DOOR LOCATIONsvIt yNJ W59 1 0 3060 36" 72" YES CASE SOUNDPROOFING WON'T INTERFERE WITH BARN DOOR \ 2'-2" \ 4 I I� - - - - 15FF\ 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LI ICORNER 3 _ FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. W60 1 0 3060 36" 72" CASE �1 70P) 7oP SHELVES , W61 1 0 3060 36" 72" FIX CASE N GARAGE ° ' 7 D 3080 � I o N N 1 2 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR E �, SEALED TIGHT. W62 1 0 3660 42" 72" S. HUNG 2 90'" X 25G6 1 PANTRY 20H@96" BEARING WALL dL-° \ y t �� 0 W63 1 0 3660 42" 72" S. HUNG BUILT Iry BENCH „\4\ \ U W64 1 0 6080 EX 72" 96" YES PATIO DOOR ifl cfl 1 CABINET 13 13 GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. 8'-6 N \ 8'-9 1/2" \ 3'-1 1/2" N 13'-7 1/2" w 4'-6" INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS W65 1 0 3060 36" 72" CASE EPDXY SEALED SLAB FLOOR - 1-0" HALL 10'CEILING 20H@96" `, THROUGH PER I.R.C.SECTION 312.2. 0 W66 _ 1 0 3060 36" 72" FIX CASE MUD ROOM c? 25'-0" X 3'-11" WOOD LIKE TILE FLOOR o °' VERED DECK 7 U W67 _ 1 0 3060 36" 72" CASE m 1-I 9'-2" X 6'-6" �] 146 SQ FT 1_5 1/2" 4'-3" X 16'-9" TRIM PACKAGE.CONTRACTOR z- a z- PRE-MANUFACTURED,ZERO CLEARANCE GAS MEAL PLACE.CONSULT WITH OWNER FOR N n W68 1 0 3050 36" 60" YES PIC OBSCOPTIONS. REFER W69 1 0 3050 36" 60" YES PIC OBSC 16 68 Q FTo /\l\ 8'-9 1/2" L 74 SQ FT 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE U) 0 10' FILING o T _I D09-3080 SURROUND&HEARTH MATERIAL. rrMARMOLEUM FLOOR m_ 2'-3\ D08o / Q O Structural Calloutsc-Copyright ConstructionCalc,Inc(CCI) /- I \ \ \ o 0 0 E =w z_ N \ 2-2 \ - 15 GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR 0 PA Per Architect �\ ° 4 m 7Ao* 20H@96" 15FF MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 0 0 N N "' w J U - ter - o Structural Item:This item and related connectors shall be per architect designer. I `- b ��4'_0" II' 1 m z w w Cr) 11 RD Roof Diaphragm O -1=4 D12-3b80 1� N o o - M o - BATH ' BEDROO 2/ co M > I� c • Shear Capacity:Good for Eh=230 lf-seismic;Eh=322 tf-wind._Max aspect ratio=3:1. U 20H 96" g p p p a @ I / 8'-5" 13 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q • Framing:Trusses or rafters:2x at 24-QC,max. 5 I g 11 10 1 I X 7' 11" OFFICE 5 16 w O * Framing Connection at Support: o �,► SQ FT 1�`-11" X 12 " i9 O N A10 I " I 4 10'CEILING 162 SQ FT 77M _ OPEN DECK A10 j o Z - Where connected to shear wall,connect per shear wall Callout-top of wall. N N TILE FLOOR CENERAL NOTES -III D VERIFY DRYER VENT 1 U Where trusses or rafters connect to beam,use H2.5,or A34 with screws:ors floc,hp. i� I o 1 ili LA U N D RY 1 I a 10'CEILING - 3'-8" X 1 7'-4" m N Q - At ledger,connect perledger Callout. I 9'-2" X 5'-4" " "\ - - - - co @ 63 SQ FT N m CARPET FLOOR to ip • Sheathing:7;16-min..OSB or CDX plywood. o co > I _I Ft) io 0 20H 96" M 4 Sheaf* Nailing:tise 8d at 6"edges,12"field. i/ I jl 2 3 1/2" PAVER DECKING ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Sheathing Layout:Case I per IBC 2306.2(1) I 59 SQ FT I '-0 28'-0" 8'-5 1/2" 1 4'-0" 3'-3 1/2" l\ O \ 12'-5 1/2" _ _ 23H @ 96_ _ _ _ _ _ _ 24H @ 96' L _ _ ■IR \ �{ I I o� o Z �77M /� ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. Blocking: rot required except at supports and at connections to shear?walls below. DO 070 D04 9080 h d D03-9080 1 Wffilr= w o 12 FD Floor Diaphragm \ �� la = • Sheathing:With joists at 24"or 19.2"OC,use min.,24 oc rated, APA Sturd-I-Floor;either 3/4"species /0'_3 /2" 2/ _ 20H@96" o VERIFY HEADER HEIGHTS WITH SUPER. 2'-8 1/2' 3'-0" 3'-0" \ 9-0" \ 2'-0" \ 9-0" 13'-0" o - o group 1:or 7'8"species group 4.-_May be OSB or phRvood Good for 130 psf TT �.1,360 defl. 9 w H F _ I.: rb 5 co t o oI IIO CVwM LL tLI_' L o M - 1•i •,6'-0" 27'-11 1/2" 8'-0 1/2" "' ¢ co e5 O"o o x o M- 5FF ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED \* Sheathing:With joists at 16"OC_use m n.,16 oc rated APA Stu d-I-Floor,run.,19'32"thck.lIa?_•be \ \ J v JN 1 OTHERWISE. 0 ^ �- U UOSB or ph•wood.Good for 245 psf TL-,L 360 deE. N M \o % O (13 N'' Sheathing Layout:Case 1 per IBC 230621(1) 17HD UN . V II BEARING WALL 0'-5 1/ 13 Et 111 OH 1 - Orient sheets continuous over two ormore s ans:withthelon dimensionacrosss orts. 73PALL INTERIOR WALLS ARE 2 x 4 16"O.C. STUDS, UNLESS NOTEDp g lip ENTRY PORCH a , - - - - - - - - - - - _ _ � _ @ \ �\ OTHERWISE. 7� Nailing:Glue,and connect with 8d ring shank nails or=9 screws,at 6"edges,12"field. u? w 8'-5" X 11'-11" N N N� 20H 96' I �I Z co CO CO 2'-4 1/2" 1'-1 1/2" * Blocking:not required except at supports(beams)and connections to shear walls below. I m0. N N N \ 3'-7" \ �� \ 12'-11" \ \ 4'-0 1/2" \ 3'-6" (o a� 100SQFT NM L^.L 15 FF Floor-To-Floor CL x- o 0 o v PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER * w 10'CEILING �_� ENTRY `� _ z DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR H Z Olio.,Capacity:Good for 1705 lb tension. o CO M m_ ^, SLAB FLOOR �/ DN - VJ Strap:L se CS 16 vertical strap,length as indicated below.Fill all nail holes?with 1 Od. M D R I V E WAY AREA UP O b n m -�M' LOCATIONS. N a 111 SF12-11 X 12-8" v 120H 114" StrapLength:Walk Above and Below Floor Use 13-min.to each upper and lower studs.Min.total@ m length=26-+depth of floor system. lip TO PROPERTY LINE X° 153 SQ FT STAIR J w �_ (� Strap Length:lfallAbove,Beam or Header Below:Use l3'min.to upper stud:and l3"min tobeam - 1,006 S.F. Co m 10'CEILING 77M FRAMING NOTES U 0 N w • or header.Wrap around bottom of beam or header ifnecessary._Min.total length=26-+depth of floor A9 M o WOOD LIKE TILE FLOOR w / /o N L.I_ W system. If upper wall bears directlyon a beam,min.strap length--26"- B 20H @ 96" °D C/ rn w - : L.L 51/2"X 12"GLB EXPOSED �, a REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. (///^J '1 Exterior Shear Wall:Attach strap to 2x studs lined up above and below rim joist.Strap to be applied -TOP @ 121 1/8" -\ ° ✓ co_ H v / vV over wall sheathing. UP G 120H@114" o q 0 �+�+ o O - If strap falls on header or beam below_nail to header or beam and«zap around bottom if necessary. B 17 H D 1'-0"1\ \ M COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF ��+�++ 17 HD Alt1-Holdown-EmbeddedStrapType. / M FOUNDATION/SLAB/JOISTS BLOCKOUTS. U Min.Capacity:Good for 2185Ibuplft. ? 0 20H @ 96" / / a Holdorvn:UseLSTHD8fornormjoistcondton. o \ 13 \ 20H@114" - 20H@114" i FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0 zI 1 - For rim joist condition useLSTHDSR3. W20 3060 PIC `� L L� SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT * Nails:Use 16,16dto fill-hurt stud as follows. / / u? W19 3076 PIC W18 3076 PIC ON INNER / / ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- CO * Stud:Use larger of king stud as spec'd elsewhere;or choice of 2-2x,3x,or 4x. o STRUCTURAL WALL 13 RETAINING REDI-ROCK WALL \ 2'-9° \ 3'-0° \ 12'-o v2° \ 3'-0° \ \ 3'-0° \ \ � PRIOR TO THE FABRICATION AND INSTALLATION. Alt 2-Holdown-Bolt Type 1'-4 1/2" 0'-11" 1'-4 1/2\ _ Holdown:Use HDU2. _ \ IN 1 T-9 1/2" 9-8" 7'-6 1/2" Lags:Use 6 SDS 1+4 x 2.5 to full-height stud per above Z -J w ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED Anchor Bolt If wet set,use 518"diameter SSTB16,or 5 8"all-thread with nut and 3"washer on ! 35'-0" <°z< 36'-0" BY MANUFACTURER embedded end.Min embedment=12".Eton long to fit in footing,bend 90-degrees at bottom of footing, i.o Y co maintain 3"cover at bottom of footing. o H z 2 3> FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE - Ifrotohammer,use 5'8"Then HD or all thread&epoxy,?with 6'min concrete embedment,centered in o @)\\ q9 A9 AND NAIL W/RING SHANK 8d'S @ 6" EDGES & 12" IN THE FIELD. FACE stem wall. iron GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 77 NI Mullion Flenders z w w OSB OR EQUAL. .>- * General:These are specfied mainly to reist out-of-plane wind loads but may also be used to resis in-plane Default header material is Doug Fir No.2 or better 2 z z 1°11 lateral loads'so indicated in calculations. 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration TYPICAL HEADER FRAMING ~O rL w 0 w PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST xMullion:Lse min.,2:1.75x5.5 L-Zs,continuous bottom plate to top plate. Default Trimmer.use 1.2x stud or Simpson LUC hanger.each end. oLOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Top and Bottom Connection:Connect at top plate and bottom plate with 2:A34 and screws. Default King Stud,opening 6-feet wide and less use 1 full height stud each end(plate to plate.) 6" 5' j Z w g z 2 WINDOW W/ POST HEADER LESS THAN FLOOR HOEDOWN LOCATIONS. • Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LLC, Default King Stud,opening wider than 6-feet.use 2.full height studs each end(plate to plate.) Posts a a a HUC,HUCQ or similar. Trimmer,each end King Stud,each Default material is Doug Fir No 2 or better. w o p 73 KS King Stud Callout \Lin,use Alt 1 min.use Alt 2 min.,use (Tblank use default end{fblankuse Default bottom connection on plate:2.A34 with TECO or screws.or4.16d face nails. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING J r a 2 o LOCATIONS WHERE THERE IS LOAD BEARING WALL ABOVE. nr- At sides of opening use min 2.1.75x5.5 LW,ldng studs,continuous bottom plate to top plate. above.) default above.} Default bottom connection on beam:2 A34 with TECO or screws,or PCL ° - Support header with trimmer or HUC hanger. 20H 2x6.”L'config 4x6 11 2,rr w Default bottom connection on concrete:PB-or AB.or ABU.or ABW-or CBSQ z a w w a 79 NI Mullion 21H 2x10.°L°config 2-2x8 4xsIL ALL CONNECTIONS TO BE SIMPSON OR EQUAL. °w��� Con"ertor(ilblail w��m * General:These are specified mainly to reist out-of-plane wind loads but may also be used to resis in-plane Callout Min.,use Alt 1 min.,use Alt 2 min.,use Notes o >w z 22H 5.5x12 glulam use default.above) Ct x rr°o lateral loads if so indicated in calculations. HEADER LESS THAN 5' u H a w F 23H 6x12 5-5x7-5 glulam 3 5x9 glulam 2 70P 2-2x4 4x4 2x6 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE '4 o 1 H.2 * Mullion:Use min.,2,2x6s continuous bottom plate to top plate. z= m 24H 5-5x9 glulam 3-5x12 glulam 2 2 71P 3-2x4 2-2x6 4x6 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM w W w o Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC, - w a z z 25H 2.2x10 4x10 (1)KING STUD FROM • CONNECTIONS. a HUC,HUCQ or sm ar. TOP PLATE TO 72P 3-2x6 - 6x6 4-2x4 7 O z a a p Beams 3U L Ledger-Roof DiaphraBeams (1)TRIMMER BOTTOM PLATE 73P 6x6 PT _ g Z g°o Default sawn material is Doug Fir No 2 or better. 2 KING STUDS (1)TRIMMER 74P 6x10 J °o z F • Ledger Screws:If connecting to rim or header or other continuous wood,use SDS,or LedgerLOK at ( ) z w m°P Default glulam.LVL.PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E.2.300 psi.min Fb. FROM TOP PLATE TO PLAN AREAS a o m a max 1 ❑C,staggered.If connecting to studs,use_,SDS or LedgerLOK per stud. 9 p BOTTOM PLATE 75P 6x8 w o_z_° Lengthof SDS or LedgerLOK Throughledger and sheathingand 15"min embedment into solid Earning. Default wall connection.3"bearinginpocket or onplate with min..2 studs below. ~ o g g. I76P 6x6 4.2x6 5.5x5.5 glulam col. z E s Z w Default end post connection:LCE.ACE.EPCZ. ECCQ.or similar. 0 7TP 8x8 PT vi o°a z MAIN FLOOR 1 353 SQ.FT. �� .,,'- Min d stance of connector to end of ledger or splice=_ Min edge distance to top or bottom of ledger Default corner past connection with mitered beams over.LCE4.LCE4Z.or RTC44. IMI \ \ DOOR SCHEDULE t z m a a =1.75 Default mid-post connection:LPCZ.PCZ.CCQ.or similar. \ \ \ Q c 0 0 p / / // # QTY FLOOR SIZE WIDTH_* HEIGHT DESCRIPTION ��zz Ledger Connection to Wall: 9t. \\ \\ \\ \ C ) D01 1 1 3680 R EX 42" 96" EXT. HINGE a o0 Default beam to conc wall:HGUM hanger with 5.`8x4 Titen HD.or GLB wet-set beam seat. / / / - UPPER FLOOR 1 573 SQ.FT. a w `�'� Rafte s Perper dicrrTar: Use 2x or LW,ledger,min height to match rafters.Apply ledger over wall Default beam to beam connection:Hanger:HU.HUC.HUCQ or similar. Bear on top.2.HGA10 / D02 1 1 3080 R EX 36" 96" EXT. HINGE t m m F o / , c 1/2" SHEETROCK ono= sheathing.Use hangers to hang rafters on ledger. \/ / // D03 1 1 9080 108" 96" GARAGE z o Default Steel Wide Flange:50 ksi.A992 per Std.Structi Specs herein. \ \ \ Pa;alEi Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar.Ledger to i D04 1 1 9080 108" 96" GARAGE a o Connector(ifblank \// // //� A c-- CONCRETE WALL - BASEMENT 1 ,083 SQ.FT. o�mQ be placed over wall sheathing. Callout llin.,use Alt 1 win.,use Alt 2 min.,use Notes \/\/\/\ D05 1 1 3070 L IN 36" 84" EXT. FENCE GATE z°z , use default.above) / / / / z .lfov:oTi•uss Top Chord Pe�penelicu/ar: Use continuous 2x blocking between trusses nailed through cc•all 30D-32D [OPA) WINDOW W/ 3" POST HEADER MORE THAN 5' \�\�\\ Do6 1 1 3080 L EX 36" 96" EXT. HINGE Fagg sheathing with 16d d 6"OCtoso}dwoodhackng{contnuousrm,plate,ledger,or blocking.) B-335B 1.75x14 LVL \/ / /� R-21 INSULATION Do7 1 11 3080 L EX 36" 96" EXT. HINGE TOTAL LIVING AREA: 4,009 SQ.FT. ,- - l2orso Ti rrss Bottom Chord Pe perxdicrrlar: j/ / / i D08 1 1 3080 R IN 36" 96" HINGE ;. Alternate l:Hangbottomchordwthhangermountedoverwallsheathngtosolidwoodbackng(rm,plate, 36B 2.1.75x14 3.5x14 PSL HWPHto38B \/\ \/\i ' �C 2 X4 WALL @ 6" FROM CONCRETE D09 1 1 3080 L IN 36" 96" HINGE } 37B 2. 1.75x14LVL 3.5x14PSL HWPto38B I I IL IL \ \ D10 1 1 3080R 36" 96" HINGE STORAGE / UTILITY 161 SQ.FT. ledger,or blockng. ` OWNER APPROVAL Alternate 2:Use min.,2x4ledger let in to truss bottom chord.Ledger to be placed over wall sheathing and /\ \ \\ / BUILT OUT ONLY IN FINISHED AREAS D 11 1 1 3080 R IN 36" 96° HINGE f 1�3AS� oUse W16x50(16-3"x 7"actual dims)with 2-2x8 or 4x8 nailer on top-connected with 2.SOS 1/4 x 3 @ 24"up \ \ \ D12 1 1 3080 R 36" 96" POCKET DOOR •qp4 y `k6 S� connected with ledger screws per above. 38B through flange.At ends use full bearing on wood member.Connect w/2.5/8"x 4"lags through bottom flange to / / / /< I It ,�A " Roof Diaphragm:Connect roof diaphragm to ledger with Sd ring shank or screws at 3"❑C. centerline of hearing member.Floor joists to hang on nailer with top flange hanger. C 0 _6 D13 1 1 3080 R 36" 96" POCKET DOOR f�i>r' '4�6,- ��'; GARAGE 725 SQ.FT. INITIAL: HEADER MORE THAN 5' /\\/\\/\\/< C 1/2" WEDGE ANCHOR 48" O.C. D14 1 1 3080 R IN 36" 96" HINGE _- ,t -1 . 95 S Slab on Grade 39B 4x10 • • * Sub grade:Use structural Ell or native material,compacted to 95%relati?e compaction.It is strongly \/ / /\ ) D15 1 1 3080 R 36" 96" BARN DOOR P01 PAGE #: I; P CONCEAL FLANGE \ \ \ \ c ENTRY & REAR PORCH 195 SQ.FT. geotechnical40B 1.75x14 LVL (2)KING STUDS i/\/\/\ 2 X BORATE TREATED PLATE D17 1 1 3080 R 36" 96" POCKET DOOR recommended that all structural fill be checked by a consultant. HANGER EA.SIDE • L nderslah Insulation:-May use?�S or EPS rigid foam with min.:__ s co ressi?�strength under slab. 41B.42B 2.1.75x14 LVL 3.5x14 PSL FROM TOP PLATE TO \\ Q D17 1 1 3080 L IN _ 36" 96" HINGE =--i �a p 43B 6x12 PT 5.5x7.5 PT glulam BOTTOM PLATE \\//\//\/\ V D18 1 0 3080 L IN 36" 96" HINGE •:', If used,provide and install per insulation manufacturer's recommendations. /\/\/\ D19 1 0 3080 L IN 36" 96" HINGE %•.%:413211069.-:...7315cdp- u. OPEN BALCONY 331 SQ.FT. A5 * Slab Thickness:Use 4"min. 45B 1-75x11-8 LVL (2)KING STUDS • (1)TRIMMER /V/V/V�' - 46B 2_t75x11.8 LVL 3.5x1 t8 PSL FROM TOP PLATE TO ',, //��//i 1 • I I D20 _ 1 0 3080 L IN 36" 96" HINGE may, * Reinforcement Use any of the following: BOTTOM PLATE D21 - 1 0 3080 R IN 36" 96" HINGE 'CRY . 1tii5 PI Mn.,a3 rebar at 24"❑C,each way,centered n slab. 476 2.1.75x11.8 LVL 3.5x11.8 PSL at wet bar I TYPICAL FURRED OUT D22 1 0 6080 L IN 72" 96" CLOSET SLIDER COVERED BALCONY 224 SQ.FT. - 'Welded wire fabric:run._w'29,6"x6"(6 Ga.),centered in slab.Splices overlap S"run. 48B 4.1.75x11.8 LVL 7x11.8 PSL D23 1 0 2680 L IN 30" 96" HINGE &rues yaw 1...2 I PAGE: - Fribermesh per manufacturer's recommendation. 49B 2.1.75x11.8 LVL 3.5x11.8 PSL HUCQMI D24 1 2 3080 R IN 36" 96" HINGE - Helix microrebar,min.:5lbs.percubicyard. ,h WALL IN BASEMENT D25 1 2 3080LIN 36" 96" HINGE OPEN DECK 122 SQ.FT. Use min..5.5x18,24F-V8 glulam.Min.backspan=15'.If this beam acts as wall top plate,connect studs to r</LE€I€ �5 r�1.., Control Joints:Maximum recommended spacing=S'OC,each way.This is a non-structural item and D26 1 2 3080 R IN 36" 96" HINGE 10 of 21 50B this beam with A34 and screws.typ.If beam bears on wall top plate.connect with SDS 1/4 x 6 @ 12"max up D27 1 2 3080 L IN 36" 96" HINGE r may bechanged or omitted by Owner or architectural designer. through top plate into bottom of beam.Connect this beam to 76P with straps,cleats.or standard hardware. SCALE: 3/4" = 1' D28 1 2 3080 L IN 36" 96" HINGE 1 44L 44.14T L COVERED DECK 154 SQ.FT. Vapor* Barrier:Suggest amin-_6 mil-_plastic vapor barrier under interior slabs-This is anon-structural item and may be changed or omitted by Owner or architectural designer. 51B 5.5x12 PT glulam D29 1 2 5080 L IN 60" 96" CLOSET SLIDER TE.M., ON L.Y . WINDOW SCHEDULE GEI\JERAL NOTES DESIGNED BY: NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED I DESCRIPTION W01 1 1 2620 30" 24" YES PIC W02 1 1 2620 30" 24" YES 1PIC _ J. STERLING W03 1 1 2620 30" 24" YES PIC ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. N W04 �QFORconEco�A 36" 18" PIC OBSC DRAFTED BY: o G ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. J. BASS W05 _. T y { 36" 18" PIC OBSC N W06 ��`�' 1 O � 36" 66" YES CASE W07 ' m 60" 66" FIX CASE W08 36" 66" CASE VERIFY HEADER HEIGHTS WITH SUPER. I W09 , ,ark 36" 66" CASE o W10 tta 4, 891 � r o� 36" 12" PIC OBSC. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED = Z, W11 4CpjL ` 36" 18" PIC. OTHERWISE. 1/4" 1' U.N.O. co W12 �7iaFrELo set 36" 18" PIC. , W13 36" 72" SH W14 1 1 3660 42" 72" PIC ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED DATE o W15 1 1 3060 36" 72" YES SH OTHERWISE. I- W16 1 1 3076 36" 90" YES PIC 11/08/2021 Z W17 1 1 3076 36" 90" YES PIC o- W18 1 1 3076 36" 90" YES PIC PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER W19 1 .1 3076 36" 90" YES PIC 71,6„ DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR W20 1 .1 3060 36" 72" YES PIC \ 1\ LOCATIONS. 0'6" W21 1 2 3060 36" 72" PIC \\ A9 13'-11 3/4" \ 13'-11 3/4" \ 43'-0 1/2" ` FRAMING NOTES W22 1 �2 3060 36" 72" PIC W23 1 2 3816 44" 18" PIC W24 1 •2 3816 44" 18" PIC / / ��' �' '�� / UPPER FLOOR FRAMING W25 1 2 3816 44" 18" PIC 43B A 1v A w '°� -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. REFER TO SHEETA2 FOR FOUNDATION NOTES AND DETAILS. W26 1 2 3856 44" 66" CASE W27 1 .2 3856 44" 66" FIX CASE 6X12PT \ sx12PT ` 2 - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE. <-9-3-- W28 1 2 3856 44" 66" CASE \\X N DECKBEAM� Dec BEAMSTAIR FRAMING PER ARCH AND CODE MIN. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS &SIZES OF W29 1 2 6080 UR EX 72" 96" YES FRENCH DOOR '' ��` �� A9 FOUNDATION/SLAB/JOISTS BLOCKOUTS. W30 1 2 3866 44" 78" PIC ' \� ' ' °� v 4 x 12 PT JOISTS 24"O.C. `D W31 1 2 3830 44" 36" PIC `D j 43B ►L r FOR DECK PAVERS =... 43B a W32 1 2 3866 44" 78" PIC 6X12 PT ,.ram® TO HAVE ENG. SPEC BRACING 1— 6X12 PT FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FORC:Y) - DECKBEAM .®` / \ DECK BEAM SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT W33 1 2 3830 44" 36" PIC \_._ \ ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL W34 1 2 3830 44" 36" PIC ® \ �° 7oP J X W35 1 2 3830 44" 36" PIC I ,,, - - i I PRIOR TO THE FABRICATION AND INSTALLATION. W SID ° g W36 1 2 3830 44" 36" PIC I cJ1) W37 1 2 3830 44" 36" PIC z \ 2'_3° D I ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED W38 1 2 12080 R EX 144" 96" YES 4 PANEL ACCORDIAN PATIO DOOR \� BY MANUFACTURER W39 1 2 3866 44" 78" PIC W g W40 1 2 3866 44" 78" PIC 0 1/4 :12 W41 1 2 3820 44" 24" PIC 0 FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUEw o W42 1 2 3820 44" 24" PIC 2 \ B II AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE i W43 1 .2 3820 44" 24" PIC O 36B 35B I I GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" ilit:15 W44 1 2 2616 30" 18" PIC ce W 3.5X14PSL 1.75X14LVL LL OSB OR EQUAL. W45 1 2 3060 36" 72" YES CASE FLOOR BEAM FLOOR BEAM __ _ - -Q W46 1 2 3660 42" 72" FIX CASE p Y o W47 I 2 3060 36" 72" CASE U 9 N V N PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST o c� IJJ I m 4 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO W48 1 2 3060 36" 72" CASE 4 0 �, '— �, _ W W49 1 2 3660 42" 72" FIX CASE A10 ,\ ~ z, "' M A10 FLOOR HOEDOWN LOCATIONS. IM W50 1 2 3060 36" 72" CASE -SCUPPER ,- O� _ W51 1 2 3060 36" 72" CASE o 1/4 :12 PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING W52 1 2 3060 36" 72" FIX CASE 1- LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. t o_ II 14"BCI 6000 1.8 I JOISTS ■ W53 1 2 3060 36" 72" YES YES CASE CV \ 16"O.C. 1. �� W54 1 2 3076 36" 90" PIC ® ` ► 4 W55 1 2 3076 36" 90" PIC ® X \ 1T 3"MAX SPAN ALL CONNECTIONS TO BE SIMPSON OR EQUAL. M , 14'-3 1/2" 2'-0" 11'-2 1/2" ENG SPEC FD W56 1 2 3076 36" 90" PICdi \ \V\ I I 74P W57 1 12 3076 36" 90" PIC / `74P INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CO W58 1 2 3060 36" 72" PIC €4144111vikIIIIC1 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAMW59 1 0 3060 36" 72" YES CASE LW5960 1 0 3060 36" 72" CASE 38B W16X50(16.3"X 7") �. LOP CONNECTIONS. STEEL FLOOR BEAM W61 1 0 3060 36" 72" FIX CASE \\\ , - B I)I,� B W62 1 0 3660 42" 72" S. HUNG N r BEARING WALL Q W63 1 0 3660 42" 72" S. HUNG �A I I I 1 1 II II o W64 1 0 6080 EX 72" 96" YES PATIO DOOR ( �A I I W65 1 10 3060 36" 72" CASE O W66 1 .0 3060 36" 72" FIX CASE v I I I U W67 1 0 3060 36" 72" CASE 11 li 1 I I N 2 W68 1 0 3050 36" 60" YES PIC OBSC N W69 1 10 3050 36" 60" YES PIC OBSC \\ - - op N C 35B �I 35B �I _ 4 it l 3.5X14 LVL 3.5X14 LVL --- _ DOOR SCHEDULE - 4 x 12 PT JOISTS 24"O.C. FROM EDGES IN FLOOR BEAM FLOOR BEAM I I >Q 0 # I QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION FOR DECK PAVERS I 416 > 0 D01 1 1 3680 R EX 42" 96" EXT.HINGE / \\ \ \N I I O L D02 1 1 3080 R EX 36" 96" EXT. HINGE 3.5x14 PSL LL. W (n .- N D03 1 1 9080 108" 96" GARAGE 1 1 1 \ 11 DECK BEAM Z E LLI w M 1 1 II II — o D04 1 1 9080 108" 96" GARAGE LSI 37B - a I I pa Q tiD05 . 1 1 3070 L IN 36" 84" EXT. FENCE GATE 3.5 X 14 PSL I ID06 1 1 3080 L EX 36" 96" EXT. HINGE cJ ` , ® FLOOR BEAM I I - rj Q OD07 1 1 3080 L EX 36" 96" EXT. HINGE A10 _ 1 \ 41 I I co A10 -J z Q op D08 1 1 3080 R IN 36" 96" HINGE 1 I 00 1 I II - II II - 5 Q p Z CO W D09 1 1 3080 L IN 36" 96" HINGE ^ INI 1 N a a I I Ca N Q Cr) D10 1 1 3080 R 36" 96" HINGE I 41 w . D11 1 1 3080 R IN 36" 96" HINGE V v I I D12 1 1 3080 R 36" 96" POCKET DOOR © N U- I I D13 1 1 3080 R 36" 96" POCKET DOOR o o I I D14 1 1 3080 R IN 36" 96" HINGE ► ► — — — — — I _ - E D15 1 1 3080 R 36" 96" BARN-DOOR P01 / / —1--L W ii I 1 W _ II II D16 1 1 3080 R 36" 96" POCKET DOOR in.-SCUPPER SCUPPER / { 39B I I D17 . 1 1 3080 L IN 36" 96" HINGE \ 16'-3 1/2" 11'-8" I 8'-0/2" 14x1.75 LVL D19 D18 . 1 0 3080 L IN 36" 96" HINGE 0'6 1°I ° B°FL�@ 1OR zEiaM II II I I 1..1..1 D20 1 0 3080 L IN 36" 96" HINGE 36'-0" a ° 'v I I > N D21 . 1 0 3080 R IN 36" 96" HINGE D22 1 0 6080 L IN 72" 96" CLOSET SLIDERN P ° °°a O __ BEARING WALL C 73P�I I 0 ^' D23 1 0 2680 L IN 30" 96" HINGE - F 1/ _ _ - _ _ L. I w `00 INDICATES OUTDOOR WP PAVER DECK AREA �• — -� - `L- - - -x� _Iw D24 1 2 3080 R IN 36" 96" HINGE 1/4 :12 PITCH w a II / i z L D25 1 2 3080 L IN 36" 96" HINGE / �, o ° O B 42B — U (� D26 1 2 3080 R IN 36" 96" HINGE j x ° ° 3.5X14 PSL CL Q INDICATES PAVER DECK w, N DECK BEAM il D27 1 2 3080 L IN 36" 96" HINGE - m ,° ,A OVERFRAME FOR DRAINAGE — DN z D28 1 2 3080 L IN 36" 96" HINGE M Ua "' \ 4'-11 1/2" 3'-6" \ w n iii D29 1 2 5080 L IN 60" 96" CLOSET SLIDER N o ° v1 35B v Li I r ° — W 1\ (V ° 4 ° a A9 ° / = — J 11 '' U 0 W B ° ° 35B © °' 5 1/2"X 12"GLB E POSED 'vv^JJ LL TOP @ 121 l8" ENG.SPEC BEAM H U N n ° UP 0 CO o 0 zi- w (n w CC U OVERHANG PER PLAN — OVERHANG PER PLAN — / 11 ° ° °a a O — �a}) Q HARDI-PLANK SIDING WATER PROOF DECK C -_ HARDI-PLANK SIDING WATER PROOF DECK / / • .. L_ / w T ill MEMBRANE SYSTEM @ �-) MEMBRANE SYSTEM @ V J C ( 8'-11 1/ " T-5 1/2" \ 9'-1 1/2" \ 10'-5" \ 4'-0 1/2" \ 3'-6" \ 0- CO TYVEK HOUSE WRAP 12 TYVEK HOUSE WRAP 12 7/16 OSB SHEATHING / 7/16 OSB SHEATHING C FLASHING 1/4 24 X 24 CONCRETE / FLASHING 1/4 24 X 24 CONCRETE DTT2Z AS NEEDED PAVER DECKING DTT2Z AS REQUIRED I!/ PAVER DECKING C1---- 2 X 14 RIM JOIST 2 X 14 RIM JOIST • —J WATER PROOF DECK MEMBRANE FLASHING / WATER PROOF DECK MEMBRANE FLASHING __ - TO LAP OVER FASCIA TO LAP OVER FASCI , IFAi69�.���. .*. /icef �Gi� ir �-� r PAVER PEDESTALS MIN.6"OVERLAP EE� � PAVER PEDESTALS �, MIN 6"OVERLAP g 1 7 /® �1 1 - 7 � . MATERIAL A A9 A9 ii a WATER PROOF DECI�MEMBRANE - WATER PROOF DECK MEMBRANE .�.. �s / dddp�d v. DTT2Z SCUPPER ' DTT2Z SCUPPER WRAP a \JAs�r 4' - /� I 4 X 12 PT.JOIST 24"O.C. 3"PIPE �� 4 X 12 PT.JOIST 24"O.C. 3"PIPEL � � a z Y SIMPSON ZMAX LUS210 SIMPSON HANGER 4 QU SIMPSON ZMAX LUS210 SIMPSON HANGER s . F� '� z woo 33 - 2 X FIR DOWN JOIST FOR FLAT CEILING /i) �" ®� h 2 X FIR DOWN JOIST FOR FLAT CEILING - - r _ °o hA if Zaa ____ n.k z SOLID 2X BLOCKING AT FASTEN 2X PT LEDGER WITH SOLID BCI JOIST BLOCKING AT FASTEN 2X PT LEDGER WITH 5 (A o 2 (3)ROWS OF 1/4"X 4 1/2"SDS SKIP LAP 5/4"FASCIA (3)ROWS OF 1/4"X 4 1/2"SDS SKIP LAP - _ ` a a°- LATERAL LOAD CONNECTION LATERAL LOAD CONNECTION 5 N SCREWS @ 16"O.C. SHEATHING MATERIAL WRAP SCREWS @ 16"O.C. SHEATHING— C-_ z z o U w 2 X 12 TREATED DECK LEDGER CEILING 2 X 12 TREATED DECK LEDGER CEILING C- _3 r k Z Z 1 3 DRAIN SPOUT o a L o DRAIN SPOUT—/ SPEC.GLB V\ Ccilu rI i i ci Q m BEARING ��y]-, =N¢�W DECK BEAM-BOT@ I fri5124 zoa=za DRAIN - WP PAVER DECK TO HOUSE DRAIN - WP PAVER DECK TO HOUSE L• • saw42- I o=>wz W42,2 F Et Z r2EE \ / SCALE: 3/4" = 1' SCALE: 3/4" = 1' 64-4 ay,fi6zz s 5E&4�. < w=wwo G O w3dzz tl �rfteL .�1 44./4 1L Z a c=i o a-reM,S 0ML( . 0 �oZ°o PLAN AREAS 0_ i'°20 aW�m� Face Mount J ~ ZN, ozgoo 30 LB FELT OR SUITABLE BARRIERLL 23/32"MIN.PLYWOOD/OSB z o a Z TO BE USED BETWEEN HANGER AND Joist hangerPil OR RIMBOARD CLOSURE. gUZ>j Floor Joist Blocking perlRC502.7 Op. MAIN FLOOR 1 ,353 SQ.FT. MO ACQ-D&CA-B TREATED SILL (Seismic Design Categories D1 & D2) ® UPPER FLOOR 1 ,573 SQ.FT.SILL SEAL BCI Joist , I, BCI JOIST BLOCKING � aw7- / Blocking REC UIRED FOR CANTILEVER. I I I 000= 111110 ♦ NAIL WITH 8d NAILS LLI FZ.< \ �d INTO EACH FLANGE. �'a�o ill' Ili �i, poa :AT:E:A:NET 1 ,083 SQ.FT. in§ e�. 11 Pil ,� o TOTAL LIVING AREA: 4 OO9 SQ.FT. g 441 I / UTILITY 161 SQ.FT. OWNER APPROVAL A r (Nail GARAGE 725 S .FT. INITIAL: Simpson StrongTiIntermediate Boise Rimboard Bearing Versa-Lam or Boise GLULAM Beam: ®joistI� PAGE#: BEND TAB AND \II 0 ENTRY & REAR PORCH 195 SQ.FT. FASTEN WITH 10dx1 (WALL OR BEAM) Nailing per local to BCI® c fla 8d \' 1/2"NAILS WHEN 11 Beam width shall exceed nail into each flange. WEB STIFFENERS code provisions ARE NOT USED 2x specified hanger nail length r OPEN BALCONY 331 SQ.FT. A6 TOP PLATE HANGER CONTINUOUS BLOCKINGI1 \ JOIST TO BEAM RIMBOARD CANTILEVERED FLOOR JOIST COVERED BALCONY 224 SQ.FT.ED (E) PAGE: NOT TO SCALE / NOT TO SCALE / NOT TO SCALE NOT TO SCALE NOT TO SCALE OPEN DECK 122 SQ.FT. / COVERED DECK 154 SQ.FT. 11 of 21 WINDOW SCHEDULE NOTE: SEE PAGE AO FOR FLOOR P LAN NOTES NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION wo1 1 1 2620 30" 24" YES PIC WINDOW WRAP DETAIL W02 1 ,1 2620 30" 24" YES PIC J. STERLING W03 1 1 2620 30" 24" YES PIC SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN N W04 04o1 CODE Cps 36" 18" PIC OBSC EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: o W05 4 ° 36" 18" PIC OBSC GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, (4T Y O {? REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE W06 .�`� Gl 36" 66" YES CASE �' 92 BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS W07 aJ 60" 66" FIX CASE co AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. W08 36" 66" CASE W09 .y. G), 36" 66" CASE o W10 ,GO 4„ 1891 y . . 36" 12" PIC OBSC. 2 SHELF AND HANGING ROD. aZ t W11 ,� CQ$� ��° 36" 18" PIC. 1/4" = 1' U.N.Oco - W12 -T70 TOF/ELn'<�Se. 36" 18" PIC. 70 W13 ........ 36" 72" SH W14 _ 1 1 3660 42" 72" PIC 3 BUILT IN SHELVES. DATE rE in W15 1 1 3060 36" 72" YES SH I- W16 - 1 1 3076 36" 90" YES PIC 11/08/2021 1 W17 _ 1 1 3076 36" 90" YES PIC o_ W18 1 1 3076 36" 90" YES PIC 4 CABINET-OWNER/CONTRACTOR TO VERIFY. W19 _ 1 1 3076 36" 90" YES PIC W20 1 1 3060 36" 72" YES PIC N 1 67'-6" W21 1 2 3060 36" 72" PIC A9 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 W22 _ 1 2 3060 36" 72" PIC \ 27'-11 1/2" / 39'-6 1/2" \ SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" W23 1 2 3816 44" 18" PIC UPPER LEVEL WALLS HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. W24 1 2 3816 44" 18" PIC - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE. W25 1 2 3816 44" 18" PIC I 13 TEMPERED GLASS W26 1 2 3856 44" 66" CASE - STAIR FRAMING PER ARCH AND CODE MIN. 6 W27 1 2 3856 44" 66" FIX CASE 2 - FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. 3 W28 1 2 3856 44" 66" CASE 14'-0" \ 53'-6" \ ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE W29 1 2 6080 L/R EX 72" 96" YES FRENCH DOOR I A9 2'-4 1/2" A9 INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES W30 1 2 3866 44" 78" PIC \ IM=M 35'-5" 3'-8" 12'-0 1/2" \ RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, MI W31 1 2 3830 44" 36" PIC _ 1'-6 1/2"\ 12-0 � 0'-11 1/2" 0'-5" END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE a 0'6" ' 6�r111 0'-6" 0-7" 0-6" 0-6" 0'-6" 0'6" 1'0" W32 1 2 3866 44" 78" PIC \ 3'-8" \ 3'-8" 3'-8" 3'-8" �\ 3'-8" �\ 3'-8" � 3'-8" �\ 3'-8" 2'-6" 3'-8" 3'-0" 3'-6" \ 3'-0" \ \ STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN W33 _ 1 2 3830 44" 36" PIC v W33 3830 PIC W34 3830 PIC W35 3830 PIC IllIi6 3830 PIC W37 3830 PIC W41 3820 PICW423820PIC W43 3820 PIC EARTHQUAKE.MIN.EFFICIENCY OF 91%W34 _ 1 2 3830 44" 36" PIC W38-12080 4 PANEL ACCORDIAN PATIO DOOR/ 9 3866 PIC W40 3866 PIC W44 2616 PIC W45 3060 I ASE W46 3660 FIX CASE W47 3060 CASE W35 _ 1 2 3830 44" 36" PICl'i I -• / / / / F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. (f] X 10 20H@144" 20H@144" 20H@144" 20H@144" 20H@144" u�� 20H 144" 'I(I 20H 144" IN '_ EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL W W36 1 2 3830 44" 36" PIC ® 9 ® Ira-. II■1,1 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, _ III ..I-.I. 20H 144" 20H@96" -�, 20H@96" 20H@96" ® 20H@96" = 8 (1 ❑ W37 1 2 3830 44" 36" PIC ++ tt ++ @ ++ @ ,t'I @ IF 2 BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF W38 1 2 12080 R EX 144" 96; YES 4 PANEL ACCORDIAN PATIO DOOR a a DOOR 22H 96" @ @ - SHOWER N FURNACE. @ MID 20H 96 MID 20H 96 Lai L��•J�L•• l ©W39 1 2 3866 44" 78" PIC " OPEN BALCONY EL c LOWPROFILETRACK 'I:II I _ Jj4 4"X 3-10" ♦- uf��) wuW40 1 2 3866 44" 78 PIC o , „ , „ o o - - -I16SQFT v u) / PROVIDE DRYER VENTTO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFFW41 1 2 3820 44" 24" PIC 10 1313-11 X 11 -8 of S2 920H@144" IOX u) o C0i CONTROLVALVES&WASTEATWASHER. EXHAUSTDUCTSSHALLNOTEXCEEDATOTAL MM I I I I I I 1TILE SHOWER J o o o COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF W42 1 2 3820 44" 24" PIC 163 SQ FT N MID 20H @96" IOK WITH CURB U924X45 24x48 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FORW43 1 2 3820 44" 24" PIC 2 2 SKYLIGHT SKYLIGHT I20H@96" co EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF W44 1 2 2616 30" 18" PIC5-8" 8-4 1/2" 8-4 1/2" 8-4 1/2" 4-7 1/2" 6'-1" IL® 12'-0" SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. W45 1 2 3060 36" 72" YES CASE / •III 2'-11 1/2" r I 1 \ 'I N W46 1 2 3660 42" 72" FIX CASE B ° H 1 _ /� MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ° W47 1 2 3060 36" 72" CASE I I I I I I r I 1 ` ' I /o PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 0 W48 1 2 3060 36" 72" CASE 4 I■ I 1.1 I 5'-8" • -10' - OFF+VE 1 I a 4141. C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW o W49 1 2 3660 42" 72" FIX CASE m I I I 42 SQ FTIx (4 C15 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, ci A10 w 12-9 X 15-10 4 0 11'-6" X 15'-0" I9 0 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK W50 1 2 3060 36" 72" CASE v U 1 10'CEILING 20H@96" o h PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE W51 1 2 3060 36" 72" CASE PAVER DECK z 212 SQ FT TILE FLOOR 198 SQ FT cfl u, o Q 0 - 306 30B 30B r 30B I 1 o - CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX W52 1 2 3060 36" 72" FIX CASE o_in 0 10'CEILING "' ° W W IIo I I o 1 11° 1 1 ❑ 1 N° 1 O (77M CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAYBE USED IN CONNECTION WITH 1- 4j�y= 1 01 TILE FLOOR /� DOMESTIC DRYER EXHAUST. W53 1 2 3060 36" 72" YES YES CASE w w w w o� W54 1 2 3076 36" 90" PIC LT_ a a o_ o a I- �� o o to 0 1I W55 1 2 3076 36" 90" PIC m 0'-5 1/2" Q W n W n I W n w I I /� W56 _ 1 2 3076 36" 90" PIC '-5 1/2" 31 g 51/2"x 12"GLB EXPOSED I m m m w TOP @ 121 1/8 L 14 I 4 I °�° I - cn WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH CD g? W57 1 2 3076 36" 90" PIC - ��_`1�■ x Joi- 11 11 X>Joi- 1 X Joi- 0 1 c�>J _I D27-3080 h / U o 11 AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. m /11111` N> N> N> 1 y. 11 20H@96" W W58 1 2 3060 36" 72" PIC to 72P - - /- J I I o LIVING I I o I I1 o I I o �' , J W59 _ 1 0 3060 36" 72" YES CASE 9 w 13 6 1/2 • 2. 1 I, 0' 11 1/2 N O 19-4 X 15-10 N N O x o o 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. W w p'_11" J w w I Li_ I NLi_ co o FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. W60 1 0 3060 36" 72" CASE Q Et 0 341 SQ FT o o W61 1 0 3060 36" 72" FIX CASE iL U °1- ILO i i o 0 / 12 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR rn w a s VAULTED CEILING a >o VAULTED CEILING >o 0 o m INSULATION FOR SEALED TIGHT. E W62 1 0 3660 42" 72" S. HUNG Q ° WOOD LIKE TILE FLOOR ° I o o , �, o0 v U p w o a a a WOOD LIKE TILE FLOOR ¢ SOUNDPROOFING W63 1 0 3660 42" 72" S. HUNG Q o Q _ °O o 20H@96" I I o I I o I I 1 p I I I o I 4'-7" -6'-0" 7-4" N GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. V W64 1 0 6080 EX 72" 96" YES PATIO DOOR (9 ' co o w 0 I w I W I I i - s- 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS C W65 1 0 3060 36" 72" CASE M a I a U Z 0 0 0 0 / THROUGH PER I.R.C.SECTION 312.2. 0 W66 1 0 3060 36" 72" FIX CASEc\I Z w COVERED DECK L I 'l HALL ii l _ L CLOSET q = j N 7'-0"X 2'-0" o N PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N W67 1 0 3060 36" 72" CASE �? U U �� 4'-1" X 8'-11" 2 W68 1 0 3050 36" 60" YES PIC OBSC 7` ' Z lui o 15-4 X 14' 3 0� 'I 18 SQ FT 1 ^ TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N Z Cp w I I I I I I I I �0 40 SQ G co N iN ¢ N 4 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE fn W69 1 0 3050 36" 60" YES PIC OBSC o z 239 SQ FT ` z 10'CEILING - SURROUND&HEARTH MATERIAL. 0) o W LU w O U r WOOD LIKE TILE FLOORINGQ co D29-5080 _ Q N a w > Q 10'CEILING Structural Callouts -Copyright ConstructionCalc,Inc(CCI) w PAVER DECK �_ w 0 H to 1 5 GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR 0 PA Per Architect co 72P� Z m Z z 21H@96" I I U iN MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 0 N • Structural Item:This item and related connectors shall be per architect designer. LL. H o LOW PROFILE m C� 11 RD Roof Diaphragm 5 1/2"X 12"GLB EXPOSED W TRACK I I I I I I I I - - _J o z LLI LLI co 133E TOP@1211/8 o D24-3080 i_ / BEDROOM 1 20H@96" m i? > ti * Shear Capacity:Good for Eh=230 plf-seismic;Eh=322 pff-wind.Max aspect ratio=3:1. - o i`-, r (� 1'-11" �� u� 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q 12-0 X 12-1" 16 LU Framing:Trusses or rafters:2x at_4'OC:max. _RI 0 5 DINING - 180-SQ FT 5 0 0) Framing Connection at Support: i-1 Q N j �� J Co r > - Where connected to shear wall,connect per shear wall Callout-top of wall. A10 19'-10" X 11'-8" 10'CEILINO c I:-: o A10 GENERAL NOTES 6 / a C) Z o Ul T I I I 231 SQ FT I I I I I I 10'CEILING CARPET FLOOR 77M m N Q CO - Where trusses or rafters connect to beam:use H2.5:or A34 with screws,ors floc,hp- \ 1 p'_p" WOOD LIKE TILE FLOORING X iv- At ledger:connect per ledger callout. • Sheathing:7.16-min..OSB or CDX plywood- T ' PANTRY 20H@96" Wo 0 Sheathing Layout:Case i per IBC 2306-2.(1} 4 ° m 5'-2" X 9'-6" N m M N ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 5 1/2"X 12"GLB EXPOSED Nailing:Use 8d at 6"edges:12"field. 73P 1 31B I -TOP @ 121 1/8 1. ,l VAULTED CEILING g'_4" \ rr FT C..? 77M LO • Blocking: 'of required except at supports and at connections to shear walls below. I I WOOD LIKE TILE FLOOR I I - - - - / I I IA IC ACCESS Iesio . jo ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O.12 FD Floor Diaphragm // W N WET BAR 20H@120" 20H@120" 20H@120" � � 5 LU • Sheathing:With'oasts at 24"or 19-_"OC,use rum-,_4 oc rated APA Sturd-I-Floor;either 3'4"species - 13a VERIFY HEADER HEIGHTS WITH SUPER. } p o group p group -- _ p, p ... as 20H@ VAULTED CEILING I 12 I 20H 96" o 0 1:or 7'8"species o 4 May be OSB or plywood_Good for 130 psf:TL 7Z L 360 left- _ ►t 9'CEILING TRANSITION ►� 3 o M ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED • Sheathing:With joists at 16"OC_use rum-,16 oc rated APA Stu d-I-Floor,min.:19 3_"thick.May be W25 3816 PIC W24 3816 PIC W23 3816 PIC . 11, � I M N OTHERWISE. 0 OSB or plywood.Good for 245 psf IL a L/360 deft. I _ (� W28 3856 CASE W27 3856 FIX CAS W26 3856 CASE p'_11• CAI Sheathing Layout:Case 1 per IBC 2306.2.1(1) T-5 1/2" 5'-11 1/2" I 5'-6 1/2" I► " ' T-7" 4'-0 1/2" E 0 ra° 0'-6° N� ► i ce' ®► ALL INTERIOR WALLS ARE 2 x 4 16"O.C. STUDS, UNLESS NOTED I ' I N CC) 1 Orient sheets continuous over two or more spans,with the long d mens on across supports- \ \ �\ 3'-8" 3'-8" ■ W Nailing:Glue,and connect with 8d ring shank nails or=9 screws,at 6"edges,12"field. o I CO 13 1 N OTHERWISE. z i CD ' Blocking:not required except at supports(beams)and connections to shear walls below. \ I 16'-0" \ 14'-5" •'7" = 1 n U (� 15 FF Floor-To-Floor Holdown c' I 20H@96" HALL 0 o PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 1..L • Min.,Capacity:Good for 17051btension. \ 36'-0" 1i 9'-8" X 6'-11" co o DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z Z Strap:Use CS16 vertical strap,length as indicated below.Fill all nail holes with 10d. 9 �,/ ill OPEN BELOW 57 SQ FT m DN 20H@96 I-I " o LOCATIONS. w n Strap Length:Walls Above and Below Floor:Use 13-min.to each upper and lower studs.Min.total o rn o/ 0 9'-6" X 8'-2" v •sr V Strap Leng+depth of e system. 1 tp a 221 SQ FT 13 FRAMING NOTES J �' Strap Length:!fall Above,Beam or Header Below:Use 13'min.to upper stud:and 13"min to beam A9 o M C77 s- c� 0 �/ w * or header.Wrap around bottom of beam or header if necessan7--lain-total length=26-+depth of floor N 20H@96" \ 9'-1 3/4" ® /o \ system. If upper wall bears directly on a beam.min.strap length 26" U rn w Exterior Shear Wall:Attach strap to 2x studs lined up above and below rim joist-Strap to be applied 20H 96" E REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. H CO VEt * over wall sheathing. @ o o r , CO O O - If strap falls on header or beam below_nail to header or beam and wrap around bottom if necessary. I COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF vw •••�+ LL 17 HD Alt 1-Holdown-Embedded Strap Type. FOUNDATION/SLAB/JOISTS BLOCKOUTS. (inU • Min.Capacity:Good for 2185Ibuplift- ® 20H@96" _I /� -3 < • Holdown:LseLSTHDB for no rim joist condition. 20H@96" � 20H@96" FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0 0) z I I - For rim joist condition use LSTIm8R3- I W58 3060 PIC /� / / SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Nails:Use 16,16d to full-hurt stud as follows. o W57 3076 PIC W56 3076 PIC ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL CI- CO * Stud:tise larger of king stud as speed elsewhere;or choice of 2-2x,3x,or4x. PRIOR TO THE FABRICATION AND INSTALLATION. Alt 2-Holdown-Bolt Type \ 3'-9" \ 3'-0" \ 12'-0 1/2" \ \ 3'-0" 3'-0" \ \ * Holdown:UseHDU2- 1'-5 1/2" 1'-4 1/2" 0'-11" 1'-4 1/2" ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED • Lags:Use 6 SDS 1,4 x 2.5 to full-height stud per above \ 17'-4" \ \ 4'-0 1/2" \ Anchor Bolt If wet set-use 5'8"diameter SSTB16.or 5/8"all-thread with nut and 3"washer on BY MANUFACTURER • embedded end.!fin embedment=12".If too long to fit in footing,bend 90-degrees at bottom of footing, \ 32'-6" \ maintain 3"cover at bottom of footing. <2_) FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE - Ifrotohammer use 5/8-T1tenED or all thread& oxy wvith 6-min concrete embedment centered in AND NAIL W/RING SHANK 8d'S 6" EDGES & 12" IN THE FIELD. FACE stem wall. 9 '49 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 77 NI Mullion Fferxders OSB OR EQUAL. " General:These are specified mainly to reist out-of-plane wind loads but may also be used to resis in-plane Default header material is Doug Fir No.2 or better MI 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration TYPICAL HEADER FRAMING Z lateral loadsTso ndcated ncalculatons- 9 PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST5 S5 �• Uefault Tnmmer.use 1-2x stud or Sim son LUC han er-each end-Mnlhon:Lse coif-,�:1-7_x_-_L Ls,contnuous bottom plate to top plate- p g LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Top and Bottom Connection:Connect at top plate and bottom plate with 2,A34 and screws. Default King Stud,opening 6-feet wide and less use 1 full height stud each end(plate to plate.) < Wi)(2)o WINDOW W/ 6" POST HEADER LESS THAN 5' - FLOOR HOEDOWN LOCATIONS. Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC: Default King Stud,opening wider than 6-feet.use 2.full height studs each end(plate to plate.) Pots a a o a HUC,HUCQ or similar. Trimmer,each end King Stud,each Default material is Doug Fir No 2 or better. woo= 78 KS KingStudPROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING a zz� Callout lain,use Alt 1 min.use Alt 2 win.,use (if use default end{fblank use Default bottom connection on plate:2-A34 with TECO or screws.or 4-16d face nails. m m a m o LOCATIONS WHERETHERE ISALOA D BEARING WALL ABOVE- a.0 At sides of opening use min 2.1-75x5-5 Ell k-ng studs,continuous bottom plate to top plate- above-) default above-} Default bottom connection on beam:2 A34 with TECO or screws,or PCL o - Support header with trimmer or HUC hanger. 20H 2x6."L"config 4x6 ~ m w Default bottom connection on concrete:PB-or AB.or ABU.or ABW-or CBSQ z a w w a 79 NI Mullion 21H 2x10.°L°config 2-2x8 4xs ALL CONNECTIONS TO BE SIMPSON OR EQUAL. °wiz Connector(g blank w m m * General:These are specified mainly to reist out-of-plane wind loads but may also be used to resis in-plane 22H 5.5x12 glulam Callout Min-,use Alt 1 min-,use Alt 2 min.,rise Notes (2, ..6 use default.above) lateral loads if so indicated in calculations- HEADER LESS THAN 5' O �,F a w F 23H 6x12 5-5x7-5 glulam 3.5xs glulam 2 70P 2-2x4 4x4 2x6 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE u o'I- Mullion:Use min.,2:2x6s continuous bottom plate to top plate. z= m 24H 5-5x9 glulam 3-5x12 glulam 2 2 71P 3-2x4 2-2x6 4x6 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM w W w o x Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC: (1)KING STUD FROM CONNECTIONS. U a Z Z HCC,HCCQ or similar- 25H 2.2x10 4x10 TOP PLATE TO 72P 3-2x6 6x6 4-2x4 z a a o 8U L Ledger-Roof Diaphragm Beams7 (1)TRIMMER BOTTOM PLATE 73P 6x6 PT c a_o O 0 Default sawn material is Doug Fir No 2 or better- 2 KING STUDS (1)TRIMMER 74P 6x10 0 o o o Ledger Screws:If connecting to rim or header or other continuous wood,use SDS:or LedgerLOK at ( ) z w m P Default glulam.LVL.PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E.2.300 psi.min Fb.* FROM TOP PLATE TO PLAN AREAS a O m a max 1 OC,staggered.If connecting to studs,use-,SDS or LedgerLOK per stud. 9 P BOTTOM PLATE0 75P 6x8 w o_z_D Lengthof SDS or LedgerLOK=Throughledger and sheathingand 15"min embedment into solid framing. Default wall connection.3"bearinginpocket or onplate with min..2 studs below- ~ o g 76P 6x6 4.2x6 5-5x5.5 glulam col- z Z Z w I z Default end past connection:LCE.ACE.EPCZ. ECCQ-or similar. 77P 8x8 PT z°w o a a Milldistance of connector to end of ledger or splice=2"-titan edge distance to top or bottom of ledger Default corner post connection with mitered beams over.LCE4.LCE4Z.or RTC44. I■ IMI MAIN FLOOR 1 ,353 SQ.FT. Z°z i' DOOR SCHEDULE w o Z w w =1.75" Default mid-post connection:LPCZ.PCZ-CCQ.or similar- # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION W °°�o z z Ledger Connection to Wall: - z w o 0 Default beam to conc wall:HGUM hanger with 518x4 Titen HD.or GLB wet-set beam seat. DO1 1 1 3680 R EX 42" 96" EXT. HINGE UPPER FLOOR 1 573 SQ.FT. a w mLL Rafte2s Perper�dictdar: Use 2x or LVL ledger.min height to match rafters.Apply ledger over wall t m m Default beam to beam connection:Hanger:HU.HUC.HUCQ or similar. Bear on top.2.HGA10 D02 1 1 3080 R EX 36" 96" EXT. HINGE z zsheathing-Use hangers to hang rafters on ledger- IL D03 1 1 9080 108" 96" GARAGEoo ODefault Steel Wide Flange:50 ksi.A992 per Std.Structi Specs herein. 11 az U Pa alW Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar-Ledger to D04 1 1 9080 108" 96" GARAGE BASEMENT 1 083 SQ.FT. a mEr Connector(blank f o mbe placed over wall sheathing. Callout Min.,use Alt 1 min.,use Alt 2 min.,use Notes D05 1 1 3070 L IN 36" 84" EXT. FENCE GATE Z ousedefaut,above) WINDOW W/ 3" POST HEADER MORE THAN 5' wa� l2ov:o Ti•rrss Top C]sord Pe pevxdicrr7rnr Use continuous_x blocking between trusses nailed through wall D06 1 1 3080 L EX 36" 96" EXT. HINGE NG E 30B-32B (OPA) sheathing with 16d d 6"OC to solid wood backing{continuous rim,plate,ledger:or blocking.) D07 1 1 3080 L EX 36" 96" EXT. HINGE TOTAL LIVING AREA: 4 009 SQ.FT. - Mono Ti ass BOtt001 Chord Pe)penclicrrlar: 35B 1.75x14 LVL D08 1 I I IL _ 1 3080 R IN 36" 96" HINGE . • . Alternate 1:Hang bottom chord with hanger mounted over wall sheathing to solid wood backing(rim,plate, 36B 2.1.75x14 LVL 3.5x14 PSL HWPH to 38B D09 1 1 3080 L IN 36" 96" HINGE IL ° 37B 2. 1.75x14 LVL 3.5x14 PSL HWP to 3aa D10 1 1 3080 R 36" 96" HINGE _ ledger,orblockng-} A .,. STORAGE / UTILITY 161 SQ.FT. OWNER APPROVAL Alternate 2 Use min-,2x4 ledger let into truss bottom chord.Ledger to be placed over wall sheathing and D 11 1 1 3080 R I N 36" 96" HINGE --0.-f wAS ` 'k • oUse W16x50(16-3"x 7"actual dims)with 2-2x8 or 4x8 nailer on top-connected with 2.SOS 1/4 x 3 @ 24"up D12 1 1 3080 R 36" 96" POCKET DOOR y . �'_ connected with ledger screws per above. 38B through flange.At ends use full bearing on,,vood member.Connect w/2.5/8"x 4"lags through bottom flange to - ` centerline of bearingmember.Floorjoists to ban on nailer with to flange hanger. D13 1 1 3080 R 36" 96" POCKET DOOR a , + Roof Diaphragm:Connect roof diaphragm to ledger with Sd ring shank or screws at 3"OC. 9 P 9 9 � .'�. GARAGE 725 SQ.FT. INITIAL: 95 S Slab on Grade HEADER MORE THAN 5' D14 1 - 1 3080 R IN 36" 96" HINGE _- ,t . -••%'. 39B 4x10 D15 1 _ 1 3080 R 36" 96" BARN-DOOR P01 • PAGE #: Suhgrade:Use structural fill or native material,compacted to 95°o relative compaction.It is strongly CONCEAL FLANGE 4 ENTRY & REAR PORCH 195 SQ.FT. 405 1.75x14 LVL D16 1 1 3080 R 36" 96" POCKET DOOR recommended that all structural fill be checked by a geotechnical consultant. HANGER EA.SIDE (2)KING STUDS - 1 ' • Underslab Insulation:May use XPS or EPS rigid foam with min.,25 psi compressive strength under slab. 41B.42B 2.1.75x14 LVL 3.5x14 PSL FROM TOP PLATE TO •• D17 1 1 3080 L IN 36" 96" HINGE BOTTOM PLATE D18 1 0 3080 L IN 36" 96" HINGE _ 73 43B 6x12PT 5-5x7.5PTglulam ; c OPEN BALCONY 331 SQ.FT. If used,provide and install per insulation manufacturer's recommendations. D19 1 0 3080 L IN 36" 96" HINGE , x Slab Thickness:Use 4"min. 45B 1-75x11-8 LVL (2)KING STUDS • (1)TRIMMER FROM TOP PLATE TO D20 1 0 3080 L IN 36" 96" HINGEciiti I • Reinforcement Use any of the following: 46B 2-1.75x11-8 LVL 3-5x11-B PSL BOTTOM PLATE D21 1 0 3080 R IN 36" 96" HINGE lr�d��/ lf}n-,#3 rebar at 24"OC,each way,centered n slab. 47B 2-1.75x11.8 LVL 3-5x11-3 PSL at wet bar I D22 1 _ 0 6080 L IN 72" 96" CLOSET SLIDER P COVERED BALCONY 224 SQ.FT. - Welded wire fabric:min.:W2.9,6"x6"(6 Ga.),centered in slab.Splices overlap 8"min. 48B 4.1.75x11.8 LVL 7x11-8 PSL D23 1 _ 0 2680 L IN 30" 96" HINGE r s/�/�2 I PAGE: - Ftibermesh per manufacturer's recommendation. 49B 2.1.75x11.8 LVL 3.5x11.8 PSL HUCQ I. I D24 1 _ 2 3080 R IN 36" 96" HINGE i•• - Helix micro rebar,min-,5 lbs.per cubic yard. D25 1 2 3080 L IN 36" 96" HINGE OPEN DECK 122 S Q.F T. Use min..5.5x18,24F-V8 glulam-Min.backspan=15•.If this beam acts as wall top plate,connect studs to - - r<►�,I,fi� �5 r�1.., • Control Joints:Maximum recommended spacing=S'OC,each way.This is a non-structural item and D26 1 - 2 3080 R IN 36" 96" HINGE 12 of 21 50B this beam with A34 and screws.typ.If beam bears on wall top plate.connect with SDS 1/4 x 6 @ 12"max up D27 1 2 3080 L IN 36" 96" HINGE may be changed or omitted by Owner or architectural designer- through top plate into bottom of beam.Connect this beam to 76P with straps,cleats-or standard hardware. D28 1 2 3080 L IN 36" 96" HINGE 11 574.1.rkcr L COVERED DECK 154 SQ.FT. x Vapor Barrier:Suggest a min-_6 mil_plastic vapor barrier under interior slabs-This is a non-structural item and may be changed or omitted by Owner or architectural designer. 51B 5.5x12 PT glulam D29 1 2 5080 L IN 60" 96" CLOSET SLIDER UTSI44•j ON/.•Y . Structural Callouts©-Copyright ConstructionCalc,Inc(CCI) GENERAL NOTES DESIGNED BY: 0 PA Per Architect • Structural Item:This item and related connectors shall be per architect/designer. J J. STERLING 11 RD Roar ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. N oRcon� DRAFTED BY: o 4`JF co4A ih=230 Of-seismic;Eh=322 Of-wind_Max aspect ratio=3:1. cNi G1T Y Q� {Cy2 2x at 24"OC:max. ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. J. BASS r' sport: rrl I ill,connect per shear wall callout-top of wall- VERIFY HEADER HEIGHTS WITH SUPER. I'Jillia�� m ect to beam,use H2-5,or A34 with screws.or similar,t p. O ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED 189I , Z cellout. • - � `QCOR�� ° orCDXpl�vood. 1/4" = 1' U.N.O. OTHERWISE. 70 ��FIELD''-3 ier IBC 2306.2.(1) Li .IN ailing:Use 8d at 6"edges:12"field. ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED DATE o * Blocking:Not required except at supports and at connections to shear walls below. OTHERWISE. w H- 12 FD Floor Diaphragm 11/08/2021 Z Sheathing:With joists at 24"or 19.2"OC,use min.,24 oc rated, APA Sturd-I-Floor;either 3/4"species 0_ group 1,or 7 8"species group 4.May be OSB or plywood_Good for 130 psf,IL W.L 360 deft. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 1 LOCATIONS. Sheathing:With joists at 16"OC:use min.,16 oc rated, APA Sturd-I-Floor,min., 19/32"thick.Maybe OSB or j*vood.Good for 245 psf TL [t L.'360 deft. A9 ROOF FRAMING NOTE FRAMING NOTES • Sheathing Layout:Case 1 per IBC 2306.2.1(1) - ROOF DIAPHRAGM IS 11 RD, TYP. - Orient sheets continuous over PAT.or more spans,with the long dimension across supports. - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE. * Nailing:Glue,and connect with 8dring shank nails or=9 screws:at 6"edges: 12"field_* I - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. / REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. Blocking:not required except at supports(beams}andconnectionstoshearwallsbelozv. - FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. 15 FF Floor-To-Floor Holdown Min.,Capacity:Goad for 17051btension. 2'-0" 53'-6" 3 2'-0"- COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF • Strap:Use CS16 vertical strap,length as indicated below.Fill all nail holes with 1 Od. 2� A9 35'-1 1/2" 18'-4 1/2" FOUNDATION/SLAB/JOISTS BLOCKOUTS. Strap Length:Walls Above and Below Floor:Use 13'min.to each upper and lower studs.Min.total f 4Cri) length=26"+depth of floor system. /� A8 / FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR Strap Length:lS'auAbove,Beam or Header Below:Use 13'mn.to upper stud,and 13"min tobeam o / q SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT • or header-Rraparound bottom of beam or header fnecessan.11n.total length=26'+depth ofIloor I N 1 "' ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL system. Ifupper wall bears directly on a beam,min.straplength26". /i p �- - H PRIOR TO THE FABRICATION AND INSTALLATION. CO • Exterior Shear Wall:Attach strap to 2x studs lined up above and below rim joist.Strap to be applied I I I I V over wall sheathing_ PLATE @ 315 7/8 / /`� PLATE© 121 1/8" la) a �� ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED L ma i 7 . - If strap falls on header or beam below:nail to header or beam and wrap around bottom if necessary. iv BY MANUFACTURER 17 HD Alt 1-Holdown-Embedded StrapType. GIRDER TRUSS * Min.Capacity:Good for 21851buplft- 1 FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE * Holdown:Use LSTHI}8 for no rim joist condition. 5 I I 17 6 AND NAIL W/RING SHANK 8d'S @ 6" EDGES& 12" IN THE FIELD. FACE I - For rim joist condition use LSTHD8R1. SKYLIGHT , SKYLIGHT • Bails:Use 16. 16dto full-heft stud as follows. A8 2a"xaa" o� zaxas A8 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" • Stnd:Use larger of Icing stud as speed elsewhere;or choice of 2-2x:3x:or 4x. / OSB OR EQUAL. Alt 2-Holdown-Bolt Type o 1'-4 3/4" / 1'-10 1/2" 2'-3 1/2"/ 1'-10 1/2"' 't 1'-4 3/4" o Holdown:Use1-IDti2. I �� �� /,�� PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POSTC z • Lags:Use 6 SDS 1/4 x 2.5 to full-height stud per above 4 _ _ _ -� _ _ L I ' �I '' Al, = 4 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO w Anchor Bolt:Ifcvet set:use 5/8-diameter SSIB16,or 5./8"all-thread with nut and 3"washer on Al GIRDER TRUSSV f - - - Al 0 FLOOR HOEDOWN LOCATIONS. Z * embedded end.Min embedment=12".If too long to fit in footing,bend 90-degrees at bottom of footing, �� - maintain 3"cover at bottom of footing. 2'-0" \ 14'-0" 4 30B ' 30B ' {30B / 30B = PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING iiill CO ,) - 4$Im w- I w V� = 1,w I 1 LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. If rotohammer,use 8"Titen HD or all thread&epoxy,with 6'min concrete embedment,centered in o 0 Stem wall. coN 77 M Mullion o �A8� ° °. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. (in General:These are specified ed mainly to reist out-of-plane wind loads but may also be used to resis in-plane N 31B 5 1/0"X 12"GLB EXPOSED CO m m m LU S m n lateral loads if so indicated n calculations. TOP @ 121 1/8UJ US) LU SO ;, 0 - - - - - J INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE Mullion:Use min.:2: 1.75x5.5 LSZs,continuous bottom plate to top plate. - - 72P�� - o o I i Si o CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM �_ I Tog and Bottom Connection:Connect at top plate and bottom plate with 2,A34 and screws. PLATE @ 121 3/8" o l x o N Om V, OLL N o CONNECTIONS. LL x Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC, N 80L `1 n O N / O / N 47 O/ O N N Headers HtiC,HUCQ or similar. - w a W a T W a w a O ?O O O N N Default header material is Doug Fir No.2 or better O 73 KS Bing Stud N N co U a 5 5 m I'm m m - _ .- N 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration • At sides of opening use min 1.7_x_._L�Z king studs,continuous bottom plate to top plate. o 0 o O - - Support header with trimmer or HtiC hanger. J w w V w w li r' I N- rn Default Trimmer.use 1.2x stud or Simpson LUC hanger.each end. O 9 11 Bullion _ ' / .7 Z:j /o / o �I Default King Stud,spelling 6-feet wide and less use 1_fullheight stud each end(plate to plate.) ' * General:These are specified mainly to reist out-of--plane wind loads but may also be used to resis in-plane �� co Default King Stud,opening wider than 6-feet.use 2.full height studs each end(plate to plate.) N i MFR'D.ROOF TRUSSES 24"O.C. - u) o) / N }, lateral loads if so indicated in calculations. / STANDING SEAM METAL ROOF I• I I VAULTED CEILING I I I Trimmer,each end King Stud,each CO• Mullion: Use min.:2:2x6s continuous bottom plate to top plate. 11 RD ROOF DIAPHRAGM i9 , ' / 1 1/2:12 PITCH TO MATCH ROOF PITCH i -- Ca Rout lain,use Alt 1 min.use Alt 2 min.;use (if blank use default end(if blank use O C • Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC: i� 2 X 10 OUTLOOKERS i9 SEE DETAILS&BUIDLING SECTIONS I Q O HLC,HUCQ or similar. -I ry err-I �z/ T LU MFR'D. ROOF TRUSSES 24"O.C. above.) default above.) U SO L Ledger-Roof Diaphragm 7zP� Co MFR'D. ROOF TRUSSES 24"O.C. ' STANDING SEAM METAL ROOF 20H 2x6."L"conflg 4x6 Q ED STANDING SEAM METAL ROOF (� / 11 RD ROOF DIAPHRAGM 21H 2x10-"L"conflg 2-2x8 4x8 Ledger Screws:If connecting to rim or header or other continuous wood,use SDS,or LedgerLOK at101° z LLI w CO SZI n 5 1/2"X 12'GLB EXPOSED ) I I 11 RD ROOF DIAPHRAGM L I I I - R38 INSULATION @ COND.AREA 22H 5.5x12 glulam - max 1 OC,staggered.If connecting to studs:use 2,SDS or LedgerLOK per stud_ 33B - 5 TOP @ 121 1/8 NO. R38 INSULATION @ COND.AREA 2 X 10 OUTLOOKERS l`I Length of SDS or LedgerLOK=Through ledger and sheathing and 1._"min embedment into solid framing. 23H 6x12 5.5x7.5 glulam 3.5x9 glulam 2 Q 5 / 2 X 10 OUTLOOKERS \ 5 N - - N - - - - 24H 5.5x9 glulam 3.5x12 glulam 2 2 O 1 O (q Min distance of connector to end of ledger or splice=2".Min edge distance to top or bottom of ledger -I CO (N Al •/,O A10 'j A10 25H 2.2x10 4x10 - Q CO • Ledger Connection to Wall: l 6si' I 5 I I I 6 SFf[Yt�s co N Q Co i Rafters Perpendicuiay." Use 2x or LVL ledger,min height to match rafters.Apply ledger over wall A8 PLATE© 121 1/8" + A8 / / A8 Default sawn material is Doug Fir No 2 or better. sheathing.Use hangers to hang rafters on ledger. t 12"HEEL ® / \ Default glulam.LVL.PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E.2.300 psi.min Fb. ParaTTel Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar.Ledger to 31 B 5 1/2"X 12"GLB EXPOSED I - _ - Default wall connection:3"bearing in pocket or on plate with min..2 studs below- TOP @ 121 1/8 _ be placed over wall sheathing. 73P - - - 72P ATTIC ACCESS T I Default end post connection: LCE.ACE EPCZ. ECCQ.or similar. Mono Truss Top Chord Perpendirufa: Use continuous 2x blocking between trusses nailed through wall / vii - - - i , , , , , , PLATE @ 273 13/16"/ / Default corner post connection with mitered beams over:LCE4. LCE4Z.or RTC44. sheathing with 16d 6"OC to solid wood backing(continuous rim,plate,ledger,or blocking.) - b 24 3/16"HEEL 30B Default mid-post connection: LPCZ.PCZ-CCQ.or similar_Ylorao Russ Bottom Chord Pelpendicrdar, iN �' 71 P� 71P Uml o Alternate 1:Hang bottom chord with hanger mounted over wall sheathing to solid wood backing(rim:plate: / 3SI1 I I / I U - - A A III - -/- �� - - Default beam to coot wall:HGUM hanger with 5/8x4 Titen HD.or GLB wet-set beam seat. ledger,or blocking.) A8 / . I / Default beam to beam connection:Hanger:HU.HUC.HUCQ or similar_ Bear on top.2.HGA10. >1 N- 5 1/2"X 12"GLB o Alternate 2:Use min.:2x4 ledger let in to truss bottom chord.Ledger to be placed over wall sheathing and 2'-0" \ 1 - 9 \ -BOT.@ 121 1/8 PLATE121 1/8" O (1� N © Default Steel Wide Flange:50 ksi.A992per Std. Struct'I Specs herein. connected with ledger screws per above. iv 3'1/16"HEEL _ 80L BEAR! WALL Connector(if blank 1 N * Roof Diaphragm:Connect roof diaphragm to ledger with Sd ring shank or screws at 3"❑C. y �IQ r : o ���Lti-217:- - - :+ 4� 30B132B lI`.,}se Alt 1 min.;ose Alt 2 min.,use use default,above} dotes 7 LL Et W i 9S S Slab on Grade 0PA L / • Subgrade:-se structural fill or native material,compacted to 95°•o relatne compaction.It is strongly I 2'-0' \ 18'-0" • o - n V 2'-0" CD 35B 1.75x14 LVL L.` recommended that all structural fill be checked by a geotechnical consultant- MANUFACTURED TRUSSES 24"O.C. ivL.L Lnderslab Insulation:May use XPS or EPS rigid foam with min.,25psi compressive strengthunder slab. TPO ROOF-11 RD ROOF DIAPHRAGM TYP. Z ^, / 36B 2. 1.75x14 LVL 3.5x14 PSL HWPH to 38B z ' VJ i� MANUFACTUED TRUSS OUTLOOKERS J If used,provide and install per insulation manufacturer's recommendations. O • 37B 2. 1.75x14 LVL 3.5x14 PSL HWP to 38B Slab Thickness:Use 4"min. o 1 w @ I Use W16x50(16.3"x 7"actual dims}with 2.2x8 or 4x8 nailer on top.connected with 2.SOS 1/4 x 3 @ 24"up J '0 V J • Reinforcement:Use any of the following: PLATE 121 1/8" �� Q �_ 38B through flange_At ends use full bearing on wood member. Connect w/2.5/8"x 4"lags through bottom flange to Mn.,a3 rebar at 24"OC,each way:centered in slab. A9 LOWER ENTRY 12"HEEL e I centerline of bearing member. Floor joists to hang on nailer with top flange hanger. - Welded wire fabric,min.,W2.9:6"x6"(6 Ga.),centered in slab.Splices overlap 8"min- ROOF - Fibermesh per manufacturer's recommendation- 1/ 12 iv I 39B 4x10 W W Helix micro rebar,min.:5 lbs.per cubic yard. 7 6 n 40B 1.75x14 LVL • Control Joints:Maximum recommended spacing=8'OC,each way.This is a non-structural item and A8 A8 41 B.42B 2. 1.75x14 LVL 3.5x14 PSL vCIO U..I O fO, may be changed or omitted by Owner or architectural designer. PLATE© 121 1/8" 43B 6x12 PT 5.5x7.5 PT glulam V U • Vapor Barrier:Suggest a min.,6 mil.,plastic vapor barrier under interior slabs.This is a non-structural 23"HEEL item and may be changed or omitted by Owner or architectural designer- - 45B 1-75x11.8 LVL 0 11 14 9' I- . 71 MI - 111111-- Aril_ - 46B 2.1.75x11.8 LVL 3.5x11.8 PSL I i N 0 dr 47B 2-1.75x11.8 LVL 3-5x11.8 PSL at wet bar / 1'-0" 3 N 48B d-1.75x11.8 LVL 7x11-8 PSL M STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF` / / - / 49B 2-1.75x11.8 LVL 3-5x11.8 PSL HUCQ 1' • 0" N /7/16"SHEATHING 12 7/16"SHEATHINGS A 8 6„ \ A8� \ \l‘1'-6 1/2" Use min..5.5x18,24F-V8 glulam.Min.backspan= 15'.If this beam acts as wall top plate,connect studs to 12 /MANUF.TRUSS X MANUF.TRUSS- y o 2'-0" 8'-6" I 2T-5 1/2" I \ 4'-0 1/2" 2'-0" 50B this beam with A34 and screws.typ.If beam bears on wall top plate.connect with SDS 1/4 x 6 @ 12"max up X ► 1 1/2 - through top plate into bottom of beam.Connect this beam to 76P with straps, leats. or standard hardware. --- 1 1/2 ou a e r - I 2 3 -- - • -- 2 2 X 12 FASCIA OUTLOOKERI LJ A9 A9 z> GUTTER 2 X 10 - �T 6- -,of' _, z>- r:- ---- -.' ., w o o 2 X 12 FASCIA�� UT� R . \STRIP VENT �_ _ Z itie , ENCLOSED SOFFIT0� �,Aw►r' lifil �1O►�A �� O H.�.. .� <., a..4% VENTED BLOCK f� Q Z o STRIP VENT 2-- _ �'1 1. • a J a W 8,6h ENCLOSED SOFFIT/ II II I - n., i. n Z w .4 �..L� ~zo~ OVERHANG -� VAULTED CEILING VAULTED CEILING I� , (AL PER PLAN - R-38 INSULATION R-38 INSULATION r , . �waa -( 5/8"SHEETROCK 5/8"SHEETROCK w °� oXxza tr�g�2/ Z 2��op 1/2"SHEETROCK 1/2"SHEETROCK m'5aw' :,( 2 X 6 WALL 2 X 6 WALL [worm 9afi1 7.. w°w w o DL C/I E aQaUO w azz gE, 2 X 10 TRUSS TAIL DETAIL @ VAULT 2 X 10 TRUSS TAIL DETAIL @ VAULT 1�4 � tS � �� Q aoH° 1 l SCALE 1/2=1' 2� SCALE: 1/2=1' a 0 m a \ / 'l - 5` ."T l_ PLAN AREAS °Z°° jT6AR$ ONLY . �oz02. Fxhmrt Z (Zo LL Noaf STANDING SEAM METAL ROOF 12 2 X 4 STANDING SEAM METAL ROOF 3/4"SHEATHING U MANUF.TRUSS \ X OUTLOOKER MANU.TRUSS 24"O.C. MAIN FLOOR 1 353 SQ.FT. z w a a 7 U Z 7 ► / AIR BAFFLE W/1"GAP 000iiiE ,ww 7/16"SHEATHING 7/16"SHEATHING TPO ROOF MEMBRANE "02c2 STANDING SEAM METAL ROOF 1 1/2 AIR BAFFLE / 12 ALUM.WALL CAP !Age) °o MANUF.TRUSS W/1"GAP /DROP END GABLE TRUSS X FOAM BUILDUP\ UPPER FLOOR 1 ,573 SQ.FT. 0 g��°° 1/4 9X4 PARAPET zmz¢o 7/16"SHEATHING ---_ • AIR BAFFLE W/1"GAP VENTILATION NOTCH MANU.TRUSS\ BUILD UP 6861 0 azoZ 12 AIR BAFFLE W/1"GAP ' 2X10TAIL "'° - 16" HARDI-SIDING BASEMENT 1 083 SQ.FT. IHI 2 X 12 FASCIA MANU.TRUSS STANDING SEAM METAL ROOF R-38 INSULATION o m a X R-38 INSULATION ...._______A �� / FASCIA Z°Z 1 1/2 t R-38 INSULATION 7/16"SHEATHING 1 1 / ` Ct =`�o �� 4 TOTAL LIVING AREA: 4�009 SQ.FT, �Z r � ALUM. DRIP EDGE rI STRIP VENT - v VENTED BLOCK VENTED 2 X 10 N 2 X 12 FASCIA STRIP VENT GUTTER�- ENCLOSED SOFFIT �, ,-, , iN 2 X 10 TAIL N ` ` _ BLOCK OUTLOOKER 2 X 12 FASCIA n ' 2 X NAILER T&G CEILING _ I ENCLOSED SOFFIT STORAGE / UTILITY 161 SQ.FT. OWNER APPROVAL OVERHANG I PER PLAN FINISHED SCUPPER/DRAIN 2 X 12 FASCIA noon 2 X NAILER STRIP VENT �� I 1'��', PER PLANROOF TO DOWN SPOUT HEEL VARIES R ,X ENCLOSED SOFFIT COLUMN BUILDOUT NOTE:VERIFY WITH SUPERVISOR GARAGE 725 SQ.FT. INITIAL: STRIP VENT/ VENTED BLOCK Ii .11---L STRIP VENT A OVERHANG MASONRY/VENEER DOWNSPOUT/DRAIN CONNECTION ENCLOSED SOFFIT Ir,( ) 5/8"SHEETROCK� R-38 INSULATION ` ENCLOSED SOFFIT 1/2"SHEETROCK F 5/8"SHEETROCKPER PLAN I 5.5 X 12 GLB EXP ENTRY & REAR PORCH 195 SQ.FT. PAGE #: OVERHANG ) 5/8"SHEETROCK 1i'I BUILT UP ROOF DOWNSPOUT PER PLAN �' 1/2"SHEETROCK 5/8"SHEETROCK 1/2"SHEETROCK RAKE WALL 2 X 6 WALL - - I ON COLUMN --'------ 2 X 6 WALL 1/2"SHEETROCK 2 X 6 WALL OVERHANG R-21 INSULATION �� F OVERHANG OPEN BALCONY 331 SQ.FT. J\ 8 2 X 6 WALL I R-21 INSULATION R 21 INSULATION PER PLAN �� PER PLAN i I I - I COVERED BALCONY 224 SQ.FT. PAGE: // OPEN DECK 122 SQ.FT. 0 2 X 10 TRUSS TAIL DETAIL 2 X 10 TRUSS TAIL DETAIL ROOF EAVE DETAIL @ TRUSS RAKE ROOF EAVE DETAIL @ DROP END TRUSS / TPO ROOF PORCH EAVE © TRUSS 13 of 21 \,:,..)_,,,,) SCALE: 1/2=1' \4 SCALE: 1/2=1' SCALE: 1/2=1' SCALE: 1/2=1' / SCALE:3/8"=1' COVERED DECK 154 SQ.FT. MAX BUILDING HT. ASSEMBLIES AND FINISHES DESIGNED BY: PER HT. RESTRICTION 492.94' NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR 1 / '/ ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. J. STERLING 12 4B OVERALL 492 69 STANDING SEAM METAL ROOFING QlowconEco 1 5 . 1 4 BUILDING HT. DRAFTED BY: - VENTED RIDGE OR ROOF TO WALL VENT w4� 1T I'fe fin{ + -_:�` I 1 i�� - 5 UPPER PLATE HT. - ROOF SHEATHING PER STRCTRL. � ' +' ',qp `� ' / @ VAULT OF DINNING/GREAT ROOM J. BASS to O i 12 L�= - WATERPROOF MEMBRANE ROOFING 4 - PROVIDE POSITIVE OVERLAP AT I@B �4 891 �t�`'o� 1.5 g COR �` , i 1 B PITCH FLAT ROOFS 1/4" = 1' U.N.O. - MOLD FOAM TO VERIFIEDz a N 5 m ��FIELDi13se� _-- --- - - - ® _ / LOWER PLATE HEIGHT 16" HARDI PANEL FASCIA 4 @ BOT.VAULT TOP FLOOR - MFR. TRUSSES 24" O.C. d _ - HEELS PER PLAN DATE o W / - R-38 INSULATION @ COND.AREA 11/08/2021 BEAM © 121 1/8 R. 2 z 120"-UPPER WIN.HDRS.@DINING E 11 DINING LIVING - 5/8" GWB CEILING COND.AREA 0_ __ 9 - 14" BCI 6000 1.8 JOISTS 16" O.C. 4 TYP.WINDOW HEADERS/ - R-38 HD INS. @ COND.AREA r g 3 - 5/8" GWB CEILING - 11 7/8" BCI 6000 1.8 JOISTS 16" O.C. q 3B - R-38 HD INS. @ COND.AREA NM NM o - 5/8" GWB CEILING E q °O ALL ROOFS-CONTINUOUS ALUMINUM GUTTER ® - •• 0O N TO MATCH ROOF COLOR ® 4 2X12 FASCIA ON METAL SEAM ROOFS01) o -HARDI-PANEL SIDING ON CHIMNEY 5C 12 — -- M 13 1 g II IN - HARDI SOFFITS EXCEPT DECK & PORCH Ai 7lik - -,t _ __t - t .n. t, n n .� -_ 4 a o 3 16 1/4 FLOOR SYSTEM 2ND FLOOR 475.45 5 la) W / / / / B) T&G SHEATHING ON BALCONY& - in ii T T TEM ENTRY CEILING W/ CEDAR SOFFITS II �I ' •:'-:' _ MASTERCLosETwwDowHEADERs / MAIN PLATE HT. C) - HARDI FIBER VERTICAL SIDING -' CEILING DROPPED 3"FROM BOT.OF I-BEAM @ 113 3/4" 5B © 1E1 m — - 5BHORIZ. FIBER CEMENT LAP SIDING @ 7 EXP. n 1 9 121 1/8"FOR WP DECK SLOPE WRAPPED _ 82 TYP.WINDOW HEADERS / PRIMED SPRUCE INSIDE CORNERS 1 5B ] _ e� / 6 - X METAL OUTSIDE CORNERS _ - VERIFY FENESTRATION TRIM . d„ NOTE:VERIFY ALL HEADER LAUNDRY/MUD MASTER BED HEIGHTS WITH SUPERVISOR - SMOOTH FIBER CEMENT PANEL SIDING - PRIMED SPRUCE INSIDE CORNERS C i o 7 - X METAL OUTSIDE CORNERS 9 13 9 10 ,i- 9 11 B� co - VERIFY FENESTRATION TRIM o 12B q - MASONRY VENEER ,49 • _ °° 8 - VERIFY SELECTION CO . — 7- ,z/0 --_--- --_--1 'W E INSTALL PER MANUFACTURER INSTRUCTIONS o 14 14 _ _ - 2X6 WALL FRAMING AT EXT. WALLS I _ - R-2 INSULATION IF COND.AREA g a a a -MAIN FLOOR 464 9 H 1 " Ti 141/8 F SYSTEM - 1/2' GWB INTERIOR FIN J IS �� ® ®_,.. � -c. - ® .3 _-, 3BI ®.,.. 6,, . 63 .,_,,,".. ®., �8 LOOK - SIDING PER ELEVATION LI a - - / -BASEMENT PLATE HT. - - TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING E _ TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER 10 - 1/2" GWB FINISH O —I - -- - - _ HEIGHTS WITH SUPERVISOR' U 11 t EXERCISE ROOM MECH/STORAGE / - VERIFY STRUCTURAL PER PLAN - INSUL.AT MASTER/ GUEST BEDS o I I I f) 9 10 ( - BEAM PER PLAN N 2 - NATURAL FINISH IF EXP. c\l L —b / + AVG.GRADE 457.94' 1 1 B) - ENG SPEC PT POST PER STRCTRL. W/WRAP o o Q - GLASS PANEL RAILING ON DECK a 2) B) -METAL CABLE RAILING IN DRIVEWAY u_ w a) 12 -ALL 36" HIGH TO CODE Z o LLI W , - 24 X 24 CONC. PAVER DECKING LU0 Et 0 , rn - - 14" COMPOSITE DECK FASCIA BUILDUP CI ? z o m - - -- - - -- - BASEMENT FLOOR 452.73 1 3 INSTALL WITH SPACERS SLAB ON GRADE FLOOR w B) WATERPROOF MEBRAINE DECK UNDER PAVERS 5 co\l < co 4" CONC. SLAB 14 - R-10 ENTIRE SLAB ON GRADE @ COND. AREA BUILDING SECTION 1 BUILDING SECTION 2 MAX BUILDING HT. UJ PER HT. RESTRICTION 492.94' 1 / / OVERALL 492.69' 0 CN N 4B -- \` , 4 BUILDING HT. Li_ I I I _ '� ` 5 UPPER PLATE HT. Z I.i.l �) ��/t ,-`\ W4 / / ©VAULT OF DINNING/GREAT ROOM I= CL ° LI .(C isori ,. __ . , Z e mi Z a) , -4.., \ ---17) 11 LLI L) ILI CY) - vh� , e II --.."'" d��11�11111�11►.�uLo��f 1�►. .� 1 1�►� 10ifro4h. �► 111111 1► 4 LOWER PLATE HEIGHT w ® 120"-UPPER WIN.HDRS.@ DINING / ©BOT.VAULT TOP FLOOR Uti O O BEDROOM 1 OFFICE w CO�^ w o _ vI J II i a TYP.WINDOW HEADERS /r ` N 7 / � \ 9 � � � Q "/ / co Mit o i�� iMilni i 1 . / ` ® 50 co ' — m �.�� -- - — — — 14 --,ems ' Q Q U �'1' _ ` / / / / 2ND FLOOR 475.45 I, i Iiiiiiiiiiiiiii11511111111111iiiiMMI11111111111111111111111 .1�111r�I 16 1/4" FLOOR SYSTEM U) o°1- I zOUwE - 9 -''• 0 5B MASTER CLOSET WINDOW HEADERS / MAIN PLATE HT. Z a W I - - - --- - - — - - / 2wZ60ir — � - TYP.WINDOW HEADERS O 3 k o z liav,0 — •�I OFFICE/BED 2 MASTER BATH / — NN"H I NOTE:VERIFY ALL HEADER �W¢ HEIGHTS WITH SUPERVISOR ZX� i I - 0 IN .,,,<wzp I ram. I I I N,¢wp W w 7? ¢ Fra � 2' K 1 NI mu — .I - 10 10 10 ► 9 �I 11 b, PLAN AREAS U) -�N=° 3L �w azz 12B - za zo ■I f MAIN FLOOR 1 ,353 SQ.FT. 0 z QWN �,� ill i I �i . ,Lati I' •' UPPER FLOOR 1 ,573 SQ.FT. Z zz it ni r N❑�Qz il ,� zwU¢¢ II !i _ a_ Irkc�Uz» -MAIN FLOOR 464' O ril IN -- - mmy'' 13B „® . ®I kilill 1.. II II 1� 141/8"FLOOR SYSTEM BASEMENT 1 ,083 SQ.FT. J zw;o0 Ohl I'.®��a=a�a�®e_= gy gy gy gy gy air®'�s: gy gy �!®I l�l�k �� - - - - - / a m v~F o BASEMENT PLATE HT. z�z¢ IItrA _ 11 TOTAL LIVING AREA: 4,009 SQ.FT. �a�o '. 9 TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER 000a �I® MEDIA ROOM - GUEST BED ' / - HEIGHTS WITH SUPERVISOR CO zaz� STORAGE / UTILITY 161 SQ.FT. z - / E c' 9 10 ' 1° GARAGE 725 SQ.FT. Li —o—o / AVG.GRADE 457.94' OWNER APPROVAL ® ENTRY & REAR PORCH 195 SQ.FT. INITIAL: II"' _I I 1L 11 i i OPEN BALCONY 331 SQ.FT. PAGE#: COVERED BALCONY 224 SQ.FT. Q Q 14 mu 14 / V II . If, ` / / 452.73' OPEN DECK 122 SQ.FT.z - SLAB ON GRADE FLOOR PAGE COVERED DECK 154 SQ.FT. BUILDING SECTION 3 14 of 21 ASSEMBLIES AND FINISHES DESIGNED BY: NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. J. STERLING - STANDING SEAM METAL ROOFING N FORcon�co MAX BUILDING HT DRAFTED BY: o ��V 1 1 PER HT.RESTRICTION 492.94 1 - VENTED RIDGE OR ROOF TO WALL VENT w 1T Y O t4 4B ; / 4 - ROOF SHEATHING PER STRCTRL. G—� OVERALL 492 69 J. BASS /�� m ll BUILDING HT. 4 ' ' ° '' 4 - WATERPROOF MEMBRANE ROOFING W © 111;:;11 1;:;111 l;:;l 111:;1 _ li - I'� II UPPER PLATE HT �� $q' �� Imo. „'GI„ ©1111 n 11 n 111111111111 n ��'= �,'�� m� © 5 / + @ VAULT OF DINNING/GREAT ROOM 1 B - PROVIDE POSITIVE OVERLAP AT I B z MOLD FOAM TO VERIFIED PITCH FLAT ROOFS 4CpRS @ 1/4" = 1' U.N.O. s _____ �� 16" HARDI PANEL FASCIA ��FIELD i13 Q� m m m m 'I 'I 'I 'I - MFR. TRUSSES 24" O.C. 2 DATE o .-a144"-UPPER WIN.HDRS.@DINING - HEELS PER PLAN W R 38 INSULATION @ COND.AREA 11/08/2021 z Pi a a;l ;, DI q / LOWER PLATE HEIGHT d l 1 l c BATH _ @BOTVAULTTOPFLOOR 5/8" GWB CEILING COND.AREA ---si LIVINGKITCHEN TYP.WINDOW HEADERS - 14" BCI 6000 1.8 JOISTS 16" O.C. - La el 9 a �— 10 10 9 `; / 3 - R-38 HD INS. @ COND.AREA i - - 5/8" GWB CEILING o rilill-'-',111: N - 11 7/8" BCI 6000 1.8 JOISTS 16" O.C. - R-38 HD INS. @ COND.AREA �® o a36 - 5/8" GWB CEILING ® o - 67__ ,M E.i . _ .. ' N ALL ROOFS-CONTINUOUS ALUMINUM GUTTER 1 . TO MATCH ROOF COLOR El a Ili I, , ,_ _.,_. "'�' = mu" 4 2X12 FASCIA ON METAL SEAM ROOFS0111) --=ICI I�II_I• c II I 1_ _ -HARDI-PANEL SIDING ON CHIMNEY E. VERIFY INSULATION rf�d ��:: `7" p - - / / / / 2ND FLOOR 475.45' W/CUSTOMER II9� ®� It® ®©a 16 1/4"FLOOR SYSTEM M HARDI SOFFITS EXCEPT DECK & PORCH �_ r. - - - !=: —_- a1 HEADERS = II TY P.WINDOW HEADERS / MAIN PLAT E HT. 5 B) T&G SHEATHING HEATHI NG ON BALCONY L CO NY & (1) OW g s. CEILING DROPPED 3"FROM ENTRY CEILING W/ CEDAR SOFFITS ®. 9 121 1/8"FOR WP DECK SLOPE C) - HARDI FIBER VERTICAL SIDING GARAGE MASTER BED MASTER BATH _ - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. 1. 9 _ 4' b° 67 - XP RMIMETEADL SPRUCE - VERIFY FENESTRATION TRIM - SMOOTH FIBER CEMENT PANEL SIDING - PRIMED SPRUCE INSIDE CORNERS a. .12 - X METAL OUTSIDE CORNERS ,strill - VERIFY FENESTRATION TRIM go0-- 14 o P. 90 II 10/ _ / / / NOTE:VERIFY ALL HEADER --i.— HEIGHTS WITH SUPERVISOR MAIN FLOOR 464' - MASONRY VENEER EINCSOIDRENECROSRNERS ID ci:s .,‘ __________ 11 _ _ _ _ _ _ _ =1 1=III= = = = = =1 I I=1 I I=1 =1 =I=I I=1 I I=1 I=I=I=I=I I=1 I=I=I I=1 I=I=I I=1 I=I=I I=1 I= =I I=1 I=I=I= = i= = i '••'� 38111111111l 1 14 1/8"FLOOR SYSTEM _ VERIFY SELECTION® ® = / BASEMENT PLATE HT 8 5ii _UE_ INSTALL PER MANUFACTURER INSTRUCTIONSElN NOTE:VERIFY HEADER I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TYP.WINDOW HEADERS t —III111111111111111 I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I STORAGE/MECH HEIGHTS WITH SUPERVISOR - 2X WALL FRAMING ATEXT. WALLS iiiiiiiiiiiiiiiiiiiiiiiii_ -111111111111-11 111 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 - R-21 INSULATION IF COND.AREA 111-111111-111-111-111-111-111111-111111-111111-111111-111111-111111-111111111111111111111111111111111111111111111111111111111111111111111111111111111 09. 1/2" GWB INTERIOR FINISH w 10 ' 10AVG.ORG. SIDING PER ELEVATION W GRADE :2- TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING 1/2GWBFINISHI ==================================== - VERIFYSTRUCTURALPERPLAN 111111111111111111111111111111111111111111111111111111111111111111111111111111111111-111111111111111111111111111111111111111111111111111111. 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 E. [ - INSUL.AT MASTER/ GUEST BEDS = BEAM PER PLAN _ 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I: 14IIII I I I I I I I I I I I I I I I I I I I •_1 I la 11:1 1= BASEMENT oR452.73' - NATURAL FINISH IF EXP. N 1- -- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I II I I I I I I I I I I I I I I I roffamilisomelhimmat - 1 I I I I I I I I I I I I I I I I I I I I 11in I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 _ I_I I I I I I_I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I=1 I I= I=1 I I= I= I= I= I= I= I= I= I= I= I= I= I= I= I=I I =1 1=III=II I- I=1 I I=1 II="-II=1 I 1=I I=ilI=I I=I I=I I=1 I 1=I I=I I=I I=I I=1 I 1=1 I 1=1 I=1 I 1=1 I=I I i=1 I 1=1 I 1=1 I I 1 1 I I I I I I I I I I I I I I I I I I I I SLAB ON GRADE FLOOR B) - ENGSPECPTPOSTPERSTRCTRL. W/WRAP_ _ _1 1 11H_1 1 1_1 1 1_1 1 1_1 1 1_1 1 1_1 1 1_1 1 1_1 1 1_1 1 1_1 1 1_1 1 1=1 1 1-1 1 1-1 1 1-1 1 1-1 - - -1 1 1-1 1 1-1 1 1-1 1 1 , =1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 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 1rn Co IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 III 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 1111111111111111111�1 0 111III111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11IIIIIIIIIIIIIIIIII11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GLASS PANEL RAILING ON DECK IIIIIIIIIIIIIIIIIIIII - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B METAL CABLE RAILING IN DRIVEWAYIli12 coso -ALL 36" HIGH TO CODE w o r` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - = = = QQ I 1 1 11 1 1 1 1 1 1 1 1 24X24CONC PAVER DECKING MEs�. o _ z U 14" COMPOSITE DECK FASCIA BUILDUP _, 1 Q . § 3 m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALL WITH SPACERS Q o Z co w ========================================================================================IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ======IIIIIIIIIIIIIIIIIII B) WATERPROOF MEBRAINE DECK UNDER PAVERS _ - 4 CONC. SLAB 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-111111-11111111-111-111-11111111111111111111 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R-10 ENTIRE SLAB ON GRADE COND. AREA IIHIHIHIHIHIHHHIFIIHIHIHHHHHIHHHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIHIffill -111111111111111111111111111111111_III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-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 BUILDING SECTION 4 w U MAX BUILDING HT. 0 ` PER HT.RESTRICTION 492.94' W co 7 BUILDOING HT.ERALL 492.69' — o._ ^� 0) _ - - _ _ / k UPPER PLATE HT. �J `0— - e 1 4 @ VAULT OF DINNING/GREAT ROOM 7 i Z u u u u u u u u u u u L n 4 � f ,.n.tt� w V -- a 0 -_ �. :r © ^ vj A vA FA- V-A — — �i rp rp rp rp rp 144 UPPER WIN.HDRS.@DINING / 'Ar' " ©__.,ice._-_-_-.; 11 11 -11 ri ri PrL.L. 1 ��� m 11 11 m m a ' ' ' A a / LOWER PLATE HEIGHT w P rti, 1. - _ OFFICE BATH KITCHEN LIVING/DINING_, C 11 @BOTVAULTTOPFLOOR 0 CO 0 0 I " m TYP.WINDOW HEADERS _ W I _ w ' ` 9 - 10 - - 10 - - - 6 - 7/ /V/♦�J V U COVERED n/ Q ` WATERPROOF DECK b zsi 0 w L•` z Q o waoaw•.o;12 `O N to - If �� 13 m Li 11 u — T _ - U -- - -- -2ND =1 -®- -® - - © ---9 9 9 m 9 �� �� 4" / / / FLOOR 475.45' I � 16 1/4"FLOOR SYSTEM �?�® �)(��� � � � � � � 1 Al Al Al Al ; �Y 11 � VERIFY INSULATION �® II _,® � ia:.®I� i® 1 b b b I� I� I� I� I� �� WI CUSTOMER / c_, MAIN PLATE HT. a o CEILING DROPPED 3"FROM a a}i 121 1/8"FOR WP DECK SLOPE TYP.WINDOW HEADER CO LL Z - wOO�V 1 - o r 1 NOTE:VERIFY ALL HEADER 7 O,cwio J 10 9 r 9 _, HEIGHTS WITH SUPERVISOR ` `U o 9 = • O �a�5u BED ROOM 2 BATH HALL j LAUNDRY `° GARAGEkoZ= — ❑3 Y Y 12B �° ZOX Szaa ... I — zwNU_'N /u� ii ' I / . ¢w- �����]]]] �. w mom? ¢ ll ��tlJ_IIL J 14 E°�•rx zx� I — I���.— �1 1 1.,1 1 - MAIN FLOOR fn w~w w _ _ a 111111_1111III _ —111 — — — — / / / 64' PLAN AREAS w3a¢Z 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _III=III=III=III=111- -111111111IIIIII111111111- 14 1/8"FLOOR SYSTEM v! z Ir¢x LL 11 III L, i , 1111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111111111 111111111 111-III111=IIIIII-11 a 11-1III111=IIIIII111III111III — a o 0 0 �� II`--i m' 1 y �� i_i• _ I -1 -1 -1 -1 -1 -1 -1 -1 I—III-1 -1 -1 -1 -1 -1 -1 -1 -1 -1 I—III-1 -1 -1 -1 I—III-1 -1 -1 -1T -1 -1 I—III-1 -1 I—III-1 I- — — — BASEMENT PLATE HT z w o 5B 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 I111 III III III III=111- III III III1 o6255 _ _ _ _ _ _ 1 11111111111111=111111111111- - - MAIN FLOOR 1 ,353SQ.FT. ( aW�m� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = N TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER w O z° _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ vim r""`� - HEIGHTS WITH SUPERVISOR MEDIA -HALL EXERCISE _ _ 03 00 7 QZ LL z K Z 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 IIr a '11=1 11=1 11=1 11=1 11=1 11=1 IIII1111 0 Z - - - - - - UPPER FLOOR 1 573 S FT. _ NO li ' f......7;., 1 111 111 111111111sillsillsillsillsillsillsillsillsillsillsillsillsillsillsillsillsillsillsill=illsillsillsillsillsillsillsillsillsillsillsillsillsills0Lll z woz 00 _ 9 J10111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111 Na� z 11111 11111 . — BA EMENT 1 0 FT. zw°00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / 457.94 S 83SQ 111111111, III o GRADE J !Ir N CO b LL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a m y-O 2 Z H Q 1,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111, TOTAL LIVING AREA: �z ` 11IIIi11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i1� I - II---1 iiii I ., 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111lle 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 w �° '��` STORAGE / UTILITY 161 SQ.FT. i- wz \L 1 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111= - 14-- 14 14 _ III 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 1111� / / BASEMENT FLOOR 452.73 =11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=11=1 • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SLAB ON GRADE FLOOR 1 111 11�-I,IE. III III III T T 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 GARAGE 72 .FT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1111, 111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=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 G G 5 SQ _ OWNER APPROVAL I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =111�+�111=u1111111111111111111111111111u- 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111= 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 5B 11 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII_III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1I1- ENTRY & REAR PORCH 195 SQ.FT. - = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =1 __----- INITIAL: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _==== PAGE#: _ OPEN BALCONY 331S .FT. Q _ =_ =_ = _ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ ___ =_ =_ =_ =_ =_ =_ =_ =_ =_ =_ =_ =_ =_ =111111111111111111111 COVERED BALCONY 224 S .FT. Al - Q 11,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111,111, _111,111,111,111,111,111,111,111,111 =i1 �i11i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111i11111 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-n1-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1 0 - _ OPEN DECK 122 S .FT. Q = 111,111, =- r- 111 1 111 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PAGE: Ill -111-1�111-111-111-111-111-111-111-111-111-1 I-III-I r-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111_ 1111 m111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111-111=1111111111111111111111111111111111111111111111 __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ COVERED DECK 154 S FT. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _111�1-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1 Q 1I1 111 I11- 1 h 111- 111 III= 111 T11-1 111 —11 BUILDING SECTION 5 15 of 21 MAX BUILDING HT. ASSEMBLIES AND FINISHES DESIGNED BY PER HT.RESTRICTION 492.94' 1 / / NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR OVERALL 492 69' ILLUSTRATION PURPOSES ONLY.VERIFYALL MATERIALS AND FINISHES. J. STERLING 4B 4 BUILDING HT. - STANDING SEAM METAL ROOFING N cony - VENTED RIDGE OR ROOF TO WALL VENT CV- �tS�FOR cO�lp 1.5 _ - - /_ _ 5 UPPER PLATE HT. DRAFTED BY: ,w G1T Y p� l� / @ VAULT OF DINNING/GREAT ROOM - ROOF SHEATHING PER STRCTRL. J. BASS m E Allialk 1 WATERPROOF MEMBRANE ROOFING 6 - PROVIDE POSITIVE OVERLAP AT I-B 0 w 'ICOR`� . -- I 1/4" 1' U.N.O. z 4 - MOLD FOAM TO VERIFIED PITCH @ FLAT ROOFS = Cr Sep - - 16" HARDI-PANEL FASCIA AFIELD - 5IMP / / + LOWER PLATE HEIGHT - MFR. TRUSSES 24" O.C. �.— rl 120"-UPPER WIN.HDRS.@ DINING/ @ BOT.VAULT TOP FLOOR 2 DATE o - HEELS PER PLAN LU - R-38 INSULATION @ COND.AREA 11/08/2021 z - - - TYP.WINDOW HEADER - 5/8" GWB CEILING (c� COND.AREA a WI :- - 14" BCI 6000 1.8 JOISTS 16" O.C. 3 - R-38 HD INS. @ COND.AREA 6 = o - 5/8" GWB CEILING b I. — . Cr - 11 7/8" BCI 6000 1.8 JOISTS 16" O.C. _ `° - R-38 HD INS. @ COND.AREA 12 �° N 3B - 5/8" GWB CEILING W53 3060 CASE W51 3060 CASE W50 3060 CASE W48 3060 CASE ALL ROOFS-CONTINUOUS ALUMINUM GUTTER W52 3060 FIX CASE W49 3660 FIX CASE el 13 TO MATCH ROOF COLOR 01) , W55 3076 PIC W54 3076 PIC — — - / / / / + 2ND FLOOR 475.45' 4 -2X12 FASCIA ON METAL SEAM ROOFS I I 5C _ 16 1/4"FLOOR SYSTEM -HARDI-PANEL SIDING ON CHIMNEY li Z -II - _ SKIPS EATHIBALC NG YUNDER MASTER CLOSET WINDOW HEADERS / MAIN PLATE HT. - HARDI SOFFITS EXCEPT DECK & PORCH x El D07-3080 TYP.WINDOW HEADERS / B) T&G SHEATHING ON BALCONY& II (1) iT.1 c, - -_ / 5 ENTRY CEILING W/ CEDAR SOFFITS 0 Fill • ., I _ PI) — W123016PIC. W113016PIC. — NOTE:VERIFYALL HEADER C) - HARDI FIBER VERTICAL SIDING HEIGHTS WITH SUPERVISOR - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. - PRIMED SPRUCE INSIDE CORNERS ® _ ` 6 - X METAL OUTSIDE CORNERS DI ® - 11B _ - VERIFY FENESTRATION TRIM ma 12B I - �I ' - SMOOTH FIBER CEMENT PANEL SIDING T: �•_T '1' �i��� - 7 - PRIMED SPRUCE INSIDE CORNERS C - X METAL OUTSIDE CORNERS o W173076PIC W163076PIC W1530605H W143660PIC W1330605H $!��e _70 VERIFY FENESTRATION TRIM o Ms�_ilia r<t���• ®ju — 14 / / / / 0 MAIN FLOOR 464 - MASONRY VENEERZ Cz * 14 1/8 FLOOR SYSTEM 0 BASEMENT PLATE HT. 8 - VERIFY SELECTION SKIP SHEATHING UNDER (J - INSTALL PER MANUFACTURER INSTRUCTIONS 1.11 0 LW646 BALCONY Ili� L ' TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER ,1"- p -/ HEIGHTS WITH SUPERVISOR - 2X6 WALL FRAMING AT EXT. WALLS , ir II III III II 1 r" /I 9 - R-21 INSULATION IF COND.AREA U111) 0) III - 1/2" GWB INTERIOR FINISH J A; __ -o \ AVG.GRADE 457.94' - SIDING PER ELEVATION - TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING E `.., 12B II \ 10 1/2" GWB FINISH ov • - VERIFY STRUCTURAL PER PLAN • &., - INSUL.AT MASTER/ GUEST BEDS o • W63 3660 S.HUNG W62 3660 S.HUNG W61 3060 FIX CASE W59 3060 CASE - BEAM PER PLAN , U 13 W603060CASE - NATURAL FINISH IF EXP. cN\l 2 - 1'- - - -� -- \ -0--BASEMENT FLOOR 452.73' 11 B) - ENG SPEC PT POST PER STRCTRL. W/WRAP co c r r r T I r r r r� SLAB ON GRADE FLOOR ¢ p 118E 118E ii - GLASS PANEL RAILING ON DECK • • 16 : B) METAL CABLE RAILING IN DRIVEWAY w —� 12 -ALL 36" HIGH TO CODE Z o uJ W d- -0 Et Q Q � M E - 24 X 24 CONC. PAVER DECKING W 0 ct 0 . rn - 14" COMPOSITE DECK FASCIA BUILDUP 13 - INSTALL WITH SPACERS J - co Q Q W. 00 B) WATERPROOF MEBRAINE DECK UNDER PAVERS co 2 N Q M - 4" CONC. SLAB 14 - R-10 ENTIRE SLAB ON GRADE @ COND. AREA II III iii III III III iii III III III iii NORTH-EAST ELEVATION w MAX BUILDING HT. 1 ' ` 1 PER HT. RESTRICTION 492.94' U c�f \ / 4 OVERALL 0 N 4 4 BUILDING H . 492 69' � CK w oo r z co (3) © / UPPLATE HT. + @ VAULT OFPKIETCHEN/GREAT ROOM il I— Q> © 6 • 1 Z rtiZ W ., W43 3820 PIC W42 3820 PIC_W41 3820 PIC—W37 3830 PIC W36 3830 PIC W35 830 PIC 7 W34 3830 PIC_W33 3830 PIC 4 144"-UPPER WIN.HDRS.@ KITCHEN J W -0 CO - - c., 11 0 w [=, ' I I H LOWER PLATE HEIGHT H � V W0 TYP.WINDOW HEADERS @ BOT.VAULT TOP FLOOR 0 v/, 0 O II III III II / 11 5B LLI � � s - - - - - - - W38-12080 4 PANEL ACCORDIAN PATIO DOOR_ _ I 11 0 \ i li s- W44 2616 PIC o 0- : \ 6 _ iN / o =9 .Q999.9• .4- _ Co ' 12 12 N 0 W47 3060 CASE W46 3660 FIX CASE W45 3060 CASE r, W40 3866 PIC W39 3866 PIC 13 13 co v K QU ,. -ter!ZS ll��w_ — — //// +� 2ND FLOOR 475.45' 7 z LL z TT L 16 1/4"FLOOR SYSTEM o~a 0 °_w0 U�Z� MASTER CLOSET WINDOW HEADERS MAIN PLATE HT. 0 Q a a SKIP SHEATHING UNDER I I I F _ / z 6 o eBALCONYIIII TYP.WINDOW HEADERS I— a-6 o~ 7/ geamo ��UQm W103010 PIC OBSC. �waw� NOTE:VERIFYALL HEADER oa=Za -I I I I HEIGHTS WITH SUPERVISOR > z W mOD 6 =27 O=>WZ .I I I I I I LLI mFaw� 1�� 7 7 I - _ ZI?xa {Ih "I YYp ' o PLAN AREAS J U 0.ZZ O D06-3080 °' o w 0)aOQ° D05-3070 q `�Z H O °° MAIN FLOOR 1 ,353 SQ.FT. �/ a Oz , 'TOZ52 MI W09 3056 CASE W08 3056 CASE W07 5056 FIX CASE W06 3056 CASE 0 o ¢o UPPER FLOOR 1 ,573 SQ.FT. ,figs!,, 14 No-' 0 7 U 151, WWU— - - - - - - - / / / / MAIN FLOOR 464' BASEMENT 1 ,083 SQ.FT. Zo 14 1/8"FLOOR SYSTEM LLI a w LL — — r - BASEMENT PLATE HT. 4, t 861 Ooox TOTAL LIVING AREA: A SQ.FT. �ZU SKIP SHEATHING UNDER I 43 i g E; BALCONY 7 I- - t TVP.WINDOW HEADERS NOTE:VERIFY ALL HEADER XI HI Z HEIGHTS WITH SUPERVISOR STORAGE / UTILITY GARAGE 161 SQ.FT. w ° co 725 SQ.FT. OWNER APPROVAL 11 : I —Co / + AV GRADE 457.94' ENTRY & REAR PORCH 195 SQ.FT. INITIAL: _______.: N N I 12B OPEN BALCONY 331 SQ.FT. PAGE #: , _ - COVERED BALCONY 224 SQ.FT. A1 1 '''--_ 1I 13 �����'�!►j OPEN DECK 122 SQ.FT. '�' l� i H I i i i H I i i i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / / + BASEMENT FLOOR 452.73' SLAB ON GRADE FLOOR PAGE: COVERED DECK 154 SQ.FT. NORTH-WEST ELEVATION 16 of 21 ASSEMBLIES AND FINISHES DESIGNED BY MAX BUILDING HT. NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR PER HT. RESTRICTION 492.94' ILLUSTRATION PURPOSES ONLY.VERIFYALL MATERIALS AND FINISHES. J. STERLING - _ / - STANDING SEAM METAL ROOFING N �QFORconEe 4 4B 12 OVERALL 492.69, - VENTED RIDGE OR ROOF TO WALL VENT DRAFTED BY: o ,w1 � G1T y fe {'� , 1 5 BUILDING HT. - ROOF SHEATHING PER STRCTRL. J. BASS m 5 i - WATERPROOF MEMBRANE ROOFING I UPPER PLATE HT. °' �� 891 �� 6 I I @VAULT OF KITCHEN/GREAT ROOM 1 B - PROVIDE POSITIVE OVERLAP AT I-B �q S . 0 12 - MOLD FOAM TO VERIFIED PITCH @ FLAT ROOFS = N> CORSQ,0 4 ` - �III III 16" HARDI PANEL FASCIA 1/4" 1' U.N.O. AFIELD W31 3830 PIC r 1.5 �,�I 144"-UPPER WIN.HDRS.@ LIVING - MFR. TRUSSES 24" O.C. DATE d © e 4 / 2 - HEELS PER PLAN I- 4 © - R-38 INSULATION @ COND.AREA 11/08/2021 I- - LOWER PLATE HT. a - @ BOT.VAULT TOP FLOOR - 5/8" GWB CEILING @ COND.AREA ©- - 14 BCI 6000 1.8 JOISTS 16" O.C. 11 5C - R-38 HD INS. @ COND.AREA W32 3866 PIC 3 TYP.WINDOW HEADERS / N - 5/8" GWB CEILING 7z,r - 11 7/8" BCI 6000 1.8 JOISTS 16" O.C. 6 q 3B R-38 HD INS. @ COND.AREA - 5/8" GWB CEILING 00 7 ALL ROOFS-CONTINUOUS ALUMINUM GUTTER b TO MATCH ROOF COLOR III _ 4 2X12 FASCIA ON METAL SEAM ROOFSCD , 3660 OPENINGS W/PRIVACY SCREENS W29-6080 FRENCH DOOR HARDI-PANEL SIDING ON CHIMNEY 12 II _ 6 Ini W22 3060 PIC w213060 Plc - HARDI SOFFITS EXCEPT DECK & PORCH Piu...iL 5C El1 B I 5 B) T&G SHEATHING ON BALCONY& (1) w 1 -L---r—� L 2ND FLOOR ENTRY CEILING W/ CEDAR SOFFITS 0 a 1UJ" 1 , r / / 475.45 C) - HARDI FIBER VERTICAL SIDING I - - 16 1/4"FLOOR YSTEM - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. r MAIN PLATE HT. PRIMED SPRUCE INSIDE CORNERS ID SKIP SHEATHING UNDER • r pr im BALCONY 6 - X METAL OUTSIDE CORNERS o W053016PICOBSC W043016PICOBSC m Wo12620PIC 5B _ - VERIFY FENESTRATION TRIM TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER - SMOOTH FIBER CEMENT PANEL SIDING 8, Mr HEIGHTS WITH SUPERVISOR 7 - PRIMED SPRUCE INSIDE CORNERS o - X METAL OUTSIDE CORNERS r - VERIFY FENESTRATION TRIM o 11 7 �� 6 z - MASONRY VENEER o D01-3680 12B - VERIFY SELECTION W022620PIC T 8 - INSTALL PER MANUFACTURER INSTRUCTIONS I I - 2X6 WALL FRAMING AT EXT. WALLS ilk ai - R-21 INSULATION IF COND.AREA Ili 14 14 r f II I 9 - 1/2" GWB INTERIOR FINISH Kww W03 2620 PIC MAIN FLOOR 464' SIDING PER ELEVATION 14 1/8" FLOOR SYSTEM / BASEMENT PLATE HT. - TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING E 10 - 1/2" GWB FINISH o VERIFY STRUCTURAL PER PLAN v TYP.WINDOW HEADERS NOTE:VERIFYALL HEADER HEIGHTS WITH SUPERVISOR - INSUL.AT MASTER/ GUEST BEDS .2 - BEAM PER PLAN N 0 NATURAL FINISH IF EXP. c\l 11 B) - ENG SPEC PT POST PER STRCTRL. W/WRAP co c AVG. OR 457.94' Q0 o / + GRADEG. - GLASS PANEL RAILING ON DECK a:2) Co B) -METAL CABLE RAILING IN DRIVEWAY Ou_ w co 12 -ALL 36" HIGH TO CODE Z o uJ W - 24 X 24 CONC. PAVER DECKING LU ( 0 . 2 - - 14" COMPOSITE DECK FASCIA BUILDUP 13 BASEMENT FLOOR 452.73' - INSTALL WITH SPACERS J z Q Z 00 B) WATERPROOF MEBRAINE DECK UNDER PAVERS co 2 < M SLAB ON GRADE FLOOR - 4° CONC. SLAB 14 - R-10 ENTIRE SLAB ON GRADE @ COND. AREA SOUTH-WEST ELEVATION w 1 MAX BUILDING HT. 0 (� N 1 / PER HT. RESTRICTION 492.94� 0 OVERALL 4CJ2 69 46 17 BUILDING HT. z il r , L13 4 _ / UPPER PLATE HT. z I Z @ VAULT OF DINNING/GREAT ROOM ' CD 5 1 5 w V c , 4 U Q ' w 3 Flip H W vJ U ct 4 W25 3816 PIC W24 3816 PIC W23 3816 PIC I I + I LOWER PLATE HEIGHT 0 CO0 O - - - - W- - - - / / @ BOT.VAULT TOP FLOOR w � U 120"-UPPER WIN.HDRS.@ DINING T 5B 11 f :° TYP.WINDOW HEADERS �v}, 7� N't 5C / / oE. / 7 0 — A njilk :5 . , , O O 00 Co Co W28 3856 CASE W27 3856 FIX CASE W26 3856 CASE o r n 7 W58 3060 PIC [o �/♦ Q Q co 6- ,4 1 B z woo ZUU �� I- W57 3076 PIC , W56 3076 PIC - - - - - -/ / / / + 2ND FLOOR 475.45' 0 o o w U u U o I I 4 i 5-1 16 1/4"FLOOR SYSTEM qwo. 71 as a� U Z U U wr - - - / MAIN PLATE HT. H '26o°� —5B 11,ii a�amo MH m D04 9080 D03-9080 I I TYP.WINDOW HEADERS Q- — — —1 _ /Z za z w U U� NOTE:VERIFY ALL HEADER o=>W Z HEIGHTS WITH SUPERVISOR LLI ~t_�� n�aw� - i� �11B ��z a z rt '� 7 8 PLAN AREAS ii dLg w�azz , ro W �ao�o �z �o D05-3070 7 o MAIN FLOOR 1 ,353 SQ.FT. �/ aoz ^� �_��� o�ao� ' i I I A ' _ imma , IN ; UPPER FLOOR 1 ,573 SQ.FT. 0 zi,s<aa / II 14 W203060PIC W193076PIC _ _ W183076PIC �=WS Y WER ww —..�—I L\'}a_� Il 13 BASEMENT 1083 SQ.FT. - - - / / MAIN FLOOR 464' zFza° a11�" - 1 amw 14 1/8"FLOOR SYSTEM TOTAL LIVING AREA: 4 009 SQ.FT. ` 000, / BASEMENT PLATE HT. 3 1 0 g m Mir SKIP SHEATHING UNDER z?Z� BALCONY TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER STORAGE / UTILITY 161 SQ.FT. _ �� w F �z il - / HEIGHTS WITH SUPERVISOR 7 GARAGE 725 SQ.FT. OWNER APPROVAL 1 B ENTRY & REAR PORCH 195 SQ.FT. —o / AVG.GRADE 457.94' INITIAL: Co PAGE #: OPEN BALCONY 331 SQ.FT. COVERED BALCONY 224 SQ.FT. W67 3060 CASE W65 3060 CASE 1 ; �rmm OPEN DECK 122 SQ.FT. W66 3060 FIX CASE 13 n •"'—���\� II Il•lr� / / BASEMENT FLOOR 45j2.73' COVERED DECK 154 SQ.FT. PAGE: SLAB ON GRADE FLOOR SOUTH-EAST ELEVATION 17 of 21 BY PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES DE J. STTEERR LINLIN G PRE p °T°Ec°M,o\isses. ,D WOOD PRODUCTS: PRE-FABRICATED FRAMING CONVENTIONAL WOOD FRAMING: FOOTINGS, FOUNDATIONS, SLABS ON GRADE: Standard Structural Specifications© — Copyright, Tim K. DRAFTED BY: General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly Garrison, P.E. Prey Ape Where shown on the CONNECTORS: members per the Plans and applicable building code. Where Structural Plans do not specifically recommends that a geotechnical report be performed by a qualified geotechnical engineer for J. BASS E plat tam cated structural roofing Manufacturer: Simpson brand is specified, address a structural element, construct said element per minimum building code. all construction projects. Soils analysis and geotechnical engineering are not a specialty of CCI. BASIS OF DESIGN —APPLICABLE CODES: o mei '-r 4,, 1891 4,-v ,Z designed by a certified however any other nationally recognized brand Framing Material. All sawn framing lumber, not including beams, posts, and columns, shall be CCI depends on others for the provision of soils data, which includes but is not limited to: Code. The designs herein are prepared in accordance with „ _ Z 0 1/4 = 1 U.N.O. pro. '1'tor,,,i s ' neer. The prefabricated maybe usedprovided that theyare equivalent Spruce Pine Fir, Hem Fir, or Douglas Fir - Larch, Number 2 or better, unless otherwise shown. All allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral the 2018 IBC. Construction shall conform with the most q sawn wood shall have moisture content less than 25%. pressures, internal friction angle, and cohesion. In the absence of a geotechnical report CCI will recent building code adopted by the approving jurisdiction. DATE o structural roofing designer shall provide to the in their ability to carry all applied loads in all Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from make assumptions regarding soil parameters, however, CCI takes no responsibility or liability Calculations. The calculations included herein are only z Contractor stamped design drawings with orientations. horizontal diaphragm to horizontal diaphragm (horizontal diaphragms are roofs and floors that for future settlement, or damage or injury due to earth movement or failure of any kind. those required to ensure compliance with code. We do not 11/08/2021 z a appropriate notes showing member sizes, 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 intend to compute every structural element nor every load forces, installation procedures, blocking, prefabricated items in strict accordance with Stud size, material, and maximum length between diaphragms is shown in shear wall table. specifications for imported road base or sub base; or use sand or other clean granular materials combination. Much of our analysis is "BI" (By Inspection.) Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 no larger than pea gravel. All structural fill must be compacted per the following section. ABBREVIATIONS: bracing, etc. the manufacturer's recommendations and or better, except where exposed to weather and specified as PT (Pressure Treated) may be Hem Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical AC Psphalt Contreie Engineered Wood — General. These products requirements. The load carrying capacity of Fir No. 2 or better. Glulams, PSLs, LVLs, etc. shall be per Prefabricated Wood Products section (vibratory or impact) methods. In paved areas and under structures, use structural backfill Bl By Inspection BRNG Bearing(wall usually) E:Elastic modulus or Electrical below. compacted toE)Existing must be provided, stored, and installed in the prefabricated item cannot be guaranteed if p 95% relative compaction. In non-paved or non-footing areas use structural backfill ��R�o9, „o2alo;dc. "common" CIP:Cast In place concrete Nails: Nails called out herein are sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, or native backfill minus rocks, lumps, and organic matter, compacted to 92°/ relative DMUCnntreteMaaenry nil accordance with manufacturer's this provision is not adhered to. Nails and ° CG GaIlnul or Gleanenl Cent:Gentruo similar length nail gun nails may be substituted provided 50% more nails are used. For example compaction. DF0 gloeF;°a recommendations. Failure to do this may void screws which will be exposed to weather shall if 8, 16d are called out, ' GW the number of similar length .131 diameter nail gun nails required is Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes FPFireplaetCD p sum shear wall GLB:GyGlulam Beal�boartl the warranty and diminish load carrying be galvanized or stainless steel. If installation 8*1 .5 = 12. As another example if 16d nails are called out at 4" spacing, spacingetc.) Carefully placecompact ° HFHeHab z the s acin of similar use structural fill around the structure. and to 95/o relative „ mFir ,Venlilation,andAirpondltioning length, narrower nailgun nails shall be 4/1 .5 = 2.7". compaction under and around all pipes. Meme°`oflner capacity. Any nationally-recognized brand that risks cracking of wood, contact engineer for g p p p BF InsulatedCocretenFom'e IEBC'International Existing Building Code Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural When roots, rocks, or other undesirable materials cause over-excavation, fill over-excavation K Kip n(t1,000lbolResidentlalCede L., v meets the below specifications is acceptable. alternate nailing and / or alternate connector. VL Laminated ) (1)Veneer Lumber Shear Wall Table herein using materials designated for lateral load resistance by nationally- and compact per the above. L9Lery urinated Btrantl Lumber ❑ -beam Composite Web / Flange Joist Simpson SDS Wood Screws. Where specified Lt Left acing Mnllleo approved manufacturers. All shear walls must be positively connected at top and bottom to Foundations, Footings on Soil: All footings and foundations to bear on undisturbed existing soil NB ApplicableNotti i, Products. The contractor shall install the I-Joist install per manufacturer's recommendations. diaphragms. Walls not specifically called out, or labled "NS" are not intended as shear walls and or structural fill. All organic and deleterious material beneath footings and foundations to be NIC Not Included g g OC On Center spacing OBe:Griented Blrantl eeartl PCF:Pounds per cubic foot products complete with web stiffeners and In general these do not need pilot holes. shall be built per minimum code. removed and replaced with structural fill. Bottom of footings to be below locally prescribed frost Ply Plywood per Lineal Fool Dl Sheathing. "PW" walls use plywood or OSB minimum thickness and nailing as indicated in zone not less than 12". PBI:Pounspera°uaremoPSF:Pounds per Square Foot other blocking bracing as shown on the Plans if wood is old and or very dry pilot 1 PBI Popnds per Ggpare lth However, Shear Wall Table, oriented either direction. "GW" walls are drywall shear walls, use per Shear Foundations. Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, RW Plywood ooOSBsshearwallE:i i, rva1Ne and / or as recommended by the holes may be required to avoid splitting. Use Wall Table. dirt moss debris or other deleterious substances. Pressure wash as necessary. Use bonding REF Referente,ne,a°'uaI o REQ or Reqd.Requ red 1 f 1 ROW'Right Of Way manufacturer. length as specified in Plans but never less Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. At garage door agent prior to pouring concrete on rock. Where rock is sloped less than 4:1 (14-degrees), no SCSSQtht ali; �, Ina N SD:Slarm Drain PSL (Parallel Strand Lumber) and Versa-Lam. than required to ensure full strength. corners with 2PW„ and stronger shear walls, no sheathing joints are allowed within 2-feet in any dowels into rock are necessary. SK'Sketch nrallnanlatedPanel z direction of said garage door corners. Where rock is sloped 4:1 (14-degrees) or greater (up to 45-degrees max), use #4 x 18" long SS SaSOG oiarab GB n Grade N Use minimum 2.OE, 2,900 psi minimum Simpson SD Wood Screws. With most , „ STAG Shear TransferAround Opening Multiple Ply Members. dowels rotohammered min. 8" into solid rock. Rotohammered holes to be / diameter, SP SIPs shear wall allowable bendingstress. Simpson connectors, Contractor mayuse SD9 2TVP Typical p Trimmers, U-D Upside-Down.hanger cified el s King Studs, Headers. Where more than one 2x is placed against another and used as perpendicular to face of rock. No epoxy is necessary. Dowels to be located as follows: uShea,gbs;ounitshearIp;f;respec;i.ely �1 LVL (Laminated Veneer Lumber). Use in lieu of 10d nails, and / or SD10 in lieu of 16d a multiple ply king stud, trimmer, or header, connect all plies with 16d at 4" OC, staggered. o For continuous footings, use dowel within 6" of ends, corners, and intersections and at 36" WWFalweldednWitsFabric minimum 1 .9E, 2,600 psi minimum allowable nails. These are provided in 1 -1/2" and 2-1/2" Beams, Columns. Where more than one 2x, or LVL, or LSL is placed against another and used OC max spacing. Dowels to be centered on stemwall. LIMITED SCOPE OF CONSULTANT'S WORK: UI) 1 N bending stress. lengths. Use the length necessary for full as a multiple ply beam or column, connect all plies with glue and 2, 16d at 4" spacing. o For pad footings larger than 12" square or round, use three dowels spaced 8" apart, Consultant. The consultant in responsible charge of the LSL (Laminated Strand Lumber). Members penetration into the member(s) connected. Glue, Epoxy. Where specified, wood glue shall be commercial grade with minimum shear centered on footing. If dowel is too long to fit in footing, bend as necessary to provide 2" cover at work indicated herein is Tim K. Garrison, P.E., doing strength of 450 psi at 28 days. Use Liquid Nails LN-940 or similar. Prep and apply per top and / or side(s). business as ConstructionCalc, Inc., hereafter indicated as E indicated as 1 .5E shall have min., 1 .5E manufacturer's recommendations. 0 For pad footings equal or smaller than 12" square or round, use two dowels spaced 6" apart, "CCI." modulus of elasticity and 2,300 psi allowable Epoxy used with wood dowels or drift pins shall be Simpson ET-HP, or other brand intended for centered on footing. If dowel is too long to fit in footing, bend as necessary to provide 2" cover at Scope of Consultant's Work. The scope of work of CCI is o wood use. Wood and dowel shall be clean and dry prior to epoxy installation. topand / or sides limited to structural analysis of a new single-family N o bending stress. Members indicated as 1 .3E ( )� shall have min., 1 .3E modulus of elasticityand Window and Door Openings. Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining residence. CCI takes responsibility only for items specifically co2 Header. Use minimum size as called out on Plans. All headers shall be installed with their tall material and a suitable vapor barrier (designed by others) are recommended for all interior addressed in our drawings and calculations. Constructed rn o 1 ,700 psi min. allowable bending stress. dimension vertical. If header is less than 3 inches wide a single 2x or single LVL) use a flat items not specifically addressed herein shall be built per < (I.E. g g slabs. p Y Glue-Laminated Timbers. Unless otherwise 2x nailed to the bottom of header in an "L" configuration with 16d at 4" max spacing. If no Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to current building code. O0 w 2 header is specified, the wall is assumed non-load bearing and wall top plate may serve as the finished grade, shall be provided at the base of all footings retaining walls which will have CCI has not been retained to perform construction z o w w noted, all glulam beams shall be 24F-V4 DF/ g p g g o > H header. earth placed against them. Footing drains shall be 4" perforated pipe routed downgradient to inspection. CCI takes no liability or responsibility for es,_ Q Q Et M E DF. Anythat span continuouslyover one or w 0 p Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers daylight, unless otherwise specified. ensuring constructed items are built in accordance with o z c) N ( more interior supports or are cantilevered, use for each opening shall be individual members with full-height king studs between them. Each STANDARD CONCRETE: these structural analyses, and / or the building code. J • ° Q o m § 24F-V8 DF/DF. Use industrial appearance header shall use the number of king studs specified below or in the Structural Callouts. Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day Further, CCI does not specify nor require Special Inspection m 2 o < ccoo W. grade, unless visually exposed to interior living Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger strength of fc = 2,500 psi unless otherwise noted on Plans. Minimum cement content = 5 sacks per the IBC, IRC, or other local or national building codes. of similar bearing length and capacity may be substituted for trimmer. per cubic yard. Maximum water/cement ratio shall be 0.45. All materials shall be in accordance Special Inspection requirements are the responsibility of the space use architectural appearance grade. King Studs. Unless otherwise shown on Plans use the following. These must be full-height, with ACI 318, latest edition. Mixing and placing of all concrete to be in accordance with IBC and approving jurisdiction and the Contractor. Pressure Treated (PT) glulams shall be not bottom plate to top plate, IE diaphragm to diaphragm. ACI 304, latest edition. LOADS less than 10% weaker than the above in • * Opening less than 6' wide — use min., one king stud each end of header. Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and / or Following are the loads used for the subject design / W bending, shear, and modulus of elasticity, • * Opening 6.1 wide to 9' wide — use min., two king studs each end of header. waterproofing may be used provided the strength and durability of the concrete is not adversely analysis: • Opening 9.1' wide to 16' wide, use min., three king studs each end of header. affected. U c� using suitable wood species for pressure _ N Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a Air Entrainment. Provide 5% air entraining in all concrete exposed to the earth or weather. O Roof live: 20 psf. 0 treating. header, the end of the header shall be connected to the remaining top plate beyond with a Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM 0 Roof + ceiling dead: 15 psf z L.L All glulams shall be manufactured by an AITC horizontal CS18 strap with minimum 12" length on the header and 12" length on the top plate C618 with a corresponding reduction in cement content. Any such concrete shall obtain at least 0 Roof snow: 25 psf — 0— U ca d0 approved fabricator. Store and install in beyond. Strap may be on top, inside, or outside of wall. the strength and durability characteristics as Standard Concrete listed above. 0 Floor live: 40 psf I— 1 7 EL Q Anchor Bolts. 0 Floor dead, 1 .5" gyperete: 28 psf. Z Z CD accordance with manufacturer's Shear wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the 0 Stairs and exits, residential, live: 40 psf �/ -0 Ill v W 0 recommendations. spacing shown in the Plans but never greater than 60" OC and within 12" of ends and corners, 0 Deck live: 60 psf CO with 3" x 3" x .229" steel washers, wrench tight. Wet set anchor bolts shall have a hook or head CONCRETE REINFORCING: 0 Deck dead, 2" concrete pavers: 32 psf. U, W ui 0 W — 1— � on the embedded end. Rotohammered anchor bolts at the same spacing may be used in lieu of O Exterior wall dead: 10 psf r Strength: Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars (rebar) for standard I— U L wet set - see specifications in previous section. An alternate to wet-set anchor bolts and washers 0 Interior wall dead: 7 psf () p O footings, stem walls, and slabs on grade shall be grade 40 (Fy = 40 ksi) or better, unless may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. 0 Seismic Factors: Ss= 1 .15, S1= 0.409 W W U otherwise specified in the Plans. Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of O Seismic Des Category: "D" _ CD Q Strength: Retaining Walls and other Structural Elements. Reinforcing bars (rebar) for retaining O ends and corners and shall be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" 0 Wind Exposure `B' 3-sec gust: 110 mph. z walls retaining more than 4-feet of soil and their footings, and for structural beams, structural W 6) min embedment wet-set, or 1/2" Titen HD with 4" min embedment. 0 Assumed allowable soil bearing pressure: 2,000 psf. W Q columns and the like shall be grade 60 (Fy = 60 ksi) unless otherwise specified in the Plans. Non-shear wall anchors may be 0.145" diameter powder-actuated pins with 1-1/2" min concrete Splicing, Bending. All reinforcing shall be spliced, detailed, bent, and supported in accordance embedment, at 16" OC, unless otherwise shown . with the most recent ACI code adopted by the jurisdiction. Decks: Joist hangers used at decks shall be connected to all wood members with corrosion- p ( ) " " SINGLE PROJECT: Welded Wire Fabric. Unless otherwise specified, welded wire fabric WWF shall be W2.9, 6 x6 resistant TECO or similar nails, or screws, Simpson SD9 or similar. Hangers shall be U or LU (6 Ga.), ASTM A-185. Splice by lapping one mesh +2" all sides. The calculations, drawings, notes, specifications, and / or only (not LUS.) Ledgers shall be attached with screws or lag bolts per Callouts. All hardware and tables prepared by CCI are valid only for the project Cover. Provide the following minimum cover: connectors shall be at least medium-duty corrosion-resistant with galvanizing or similar. Flashing Footings and other unformed surfaces, distance from the bar to earth face...3" indicated herein. These documents are not valid, are not and waterproofing is by others. Formed surfaces in direct contact with earth 2" applicable to, and shall not be used for any other project at Z> Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil, Surfaces exposed to weather 1-1/2" any other location. (f) woos OZUU and when directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise COMPETENT CONSTRUCTION PERSONNEL / SAFETY: Z For slabs on grade, center the reinforcement in the slab unless otherwise specified. UJ °�w� U�UO non-reactive with metal connectors (including nails, bolts, framing connectors, etc.) or structural Only competent personnel familiar with construction and w�o� BOLTS AND DOWELS IN CURED CONCRETE: ra`1. steel members. safetypracticesgermane to the project shown herein should Zz°°lr General. This section shall apply to bolts and dowels installed in cured concrete using p 0 Quo°� In certain cases non-pressure treated lumber may butt against concrete. In these cases use a be employed to assemble and construct the work. ��arn0 rotohammer techniques. Minimum concrete embedment = 4-inches unless otherwise specified. °� UUUQm layer of heavy, asphaltic-treated construction paper between wood and concrete. Contractor shall be responsible to comply with all OSHA and w �� Minimum distance to any edge or end of concrete = 3" from hole centerline unless otherwise Z 0X=Za- Blocking / Bridging. Provide continuous blocking at all bearing locations. Provide full depth State Labor and Industries Standards. Contractor assumes zocoo specified. J °_>W Z bridging or blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm full responsibility as to construction methods used, safety isaw° Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer _02, connection on the top . provisions employed, and the finished as-built condition of Q Ed.,c6 operations. Location of existing reinforcing bars may be by non-destructive methods wWW° n/ wazz Framed floors which support posts shall be solidly blocked within the floor cavity to positively the structure and related systems. II = a�o (pachometer, radar, or similar). ga°O� transfer post, column, or other concentrated loads through the floor to the supports beneath. MATERIALS AND METHODS: . �° Washers. Use 3"x3"x.229" washers on all wood mud sill anchor bolts. Such washers may be D `'6°~UpZ OZ Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug Provide and install all materials in accordance with aw(3ma slotted, with plate washer under the nut as allowed by the IBC. At non-mud sill locations, smaller wrench tight condition; use standard A307 bolts; for bolts in wood, drill the same diameter hole manufacturer's requirements and recommendations. It is the ova°° washers may be used. Use a steel plate or malleable iron washer under nuts and the heads of ZzoQz as the bolt; for bolts in steel drill holes 1/16" larger than the bolt diameter. Provide the following contractor's responsibility to ensure all field personnel U W°aa all bolts that connect wood. �°Z» 000aa minimum edge distances between centerline of bolt and all edges of bolted wood, and between understand and adhere to this. °§6zz centerline of multiple bolts: Non-Epoxy Systems. Use Simpson Titen HD where shown in the Plans. These anchors may be TEMPORARY SUPPORT AND BRACING: D 0,OO a�=UU used to resist tension loads and shear loads. Install per manufacturer's recommendations. am��o 5/8 inch diameter bolts 3 inches General. Provide adequate temporary support to all walls, FZUH 3/4 inch diameter bolts 3.75 inches Epoxy Systems. For bolts, use Simpson epoxy-tie bolt system with ET-HP or SET high strength 0001- Minimum distance between edge of bolt and an edge of steel late (angles, gussets, flanges, epoxy, with zinc plated, A307 all-thread bolts as shown in the sketches. For dowels, use ET-HP roofs, beams, columns, and floors during construction. � ogm° g y g p ( g g Design of same is not included herein. Contractor or owner U") mg or SET high strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes wag° webs, etc.) shall be one inch. should check all temporary-supporting devices with a �_ and installation shall be in strict accordance with epoxy manufacturer's recommendation. r1r. Engineer shall specifically approve any bolted connection using less edge distance than shown qualified person. Contractor shall be responsible for the . BAR .-. above. adequacy of all temporary and/or permanent support -.r,,.�.-.._w.- . OWNER APPROVAL Lag Bolts. All lag bolts greater in diameter than 1/4" shall have pilot holes pre-drilled. Size of pilot systems. 7olim.sy�. hole in threaded portion shall be 70% of the unthreaded shank diameter (or alternatively, 90% of Retaining Walls. Do not backfill against retaining walls until 'i--, , y. INITIAL: the root diameter of the threaded portion). Pilot hole diameter of unthreaded portion shall be the concrete has cured to at least 2,500 psi (okay to use high - PAGE #: same diameter as the unthreaded shank. early strength admixtures or additional cement in the mix to achieve this). For retaining walls that are to be connected at 0 their top to horizontal floor diaphragms, do not backfill ,, r fa1YAL 2`- against the retaining wall until such horizontal diaphragms ail Zr are in place and properly connected to the retaining wall. WWII 1/31W Z2 PAGE: s� �`� 18 of 21 IJT6ARS o'i LY . • Structural Callouts9-Copyright Construc.tionCale,Inc(CCI) Headers DESIGNED BY: 0 PA Per Architect Default header material is Doug Fir No.2 or better Structural Item:This item and related connectors shall be per architect idesigner. 2x headers must be in tall orientation with flat 2x nailed at buttons in"L"configuration J. STERLING 11 RD Roof Diaphragm Default Trimmer,use 1,2x stud or Simpson LUC hanger,each end. N Shear �Og CODECOa� 0 plf-seismic;Fh=322 off-wind Max aspect ratio=3:1. Default King Stud,opening S-feet wide and less use 1.full height stud each end(plate to plate.) DRAFTED BY: No * (49 '-A 4'OC.max. * ,w4 Alit' T Y l� Default King Stud,opening wider than 6-feet_use 2_full height studs each end(plate to plate.) CV- �+t„ - nett per shear wall caelout-top of watt Trimmer,each end King Stud,each J. BASS y� T>eam use H2.5,or A34 with screws,or similar,typ. Callout Min,use Alt 1 nun.use Alt 2 min.,use (if•btank use default end On-lank use E Z * 'Y Xplywood above.) default above.) o 891 �� os •2306.2.(1) 20H 2x6,"L"config 4x6 T m* . �9COR 'o ld 21H 2x10,"L"config 2-2x8 4xs 1/4" = 1' U.N.O. -o* ��FIELO ESQ rppurts and at connections to shear wails below_ 22H 5.5x12 glulam 12 F➢ Floor Diaphragm Sheathing:With joists at 24"or 19.2"OC,use min..24 oc rated. APA Strad-I-Floor:either 3/4"species 23H 6x12 5.5x7.5 glulam 3.5x9 glulam 2 DATE ui ui group I,or 7/8'species group 4.May be OSB or plywnrsd Good for 130 psf,TL @ L1360 deft. 24H 5.5x9 glulam 3.5x12 glulam 2 2 1 1/08/2021 Z 25H 2,2x10 4x10 - Sheathing:With joists at 16"OC,use min..16 oc rated APA Sturd-I-Floor.min..19/32"thick.May be d OSB or plywood Goodfor 245 psf IL @ L360 deft. Beams * Sheathing Layout:Case 1 per 13C 2306_2.1(1) Default sawn material is Doug Fir No 2 or better. - Orient sheets continuous over rwo or more spans.with the long dimension across supports. Default glulam.LVL,PSL materials-see Standard Structural Specs herein.Default LSLis1.5E,2,300 psi.min Fb. * Nailing:Glue,and connect with 8d ring shank nails or#P screws,at 6"edges,12"field. * Blocking:not required except at supports(beams)and connections to shear walls below_ Default wall connection:3"bearing in pocket or on plate with min..2 studs below. 15 FT Floor-To-Floor Holdown Default end post connection:LCE_ACE,EPCZ, ECCQ,or similar. * Min.,Capacity:Good for 1705 lb tension. Default corner post connection with mitered beams over:LCE4.LCE4Z.or RTC44. * Strap:Use CS 16 vertical strap,length as indicated below_Fill aft nail holes with 10d_ Strap Length:Walls Above and Below Floor:Use 13"min.to each upper and lower studs.Min.total Default mid-post connection:LPCZ,PCZ,CCC,or similar. length=26"+depth of floor system. Default beam to conc wall:HGUM hanger with 5/8x4 Tien HD,or GLB wet-set beam seat. Strap Length:Wall Above,Beam or Header Below:Use 13"min.to upper stud,and 13"min to beam Default beam to beam connection:Hanger:HU.HUC,HUCQ or similar. Bear on top.2,HGA10. * or header.Wrap around bottom of beam or header if necessary.Min.total length=26"+depth of floor system. If upper waft beers dicectly on abeam.mis.strap length-26". Default Steel Wide Flange:50 ksi,A992 per Std.Strucfl Specs herein. 1PW • Exterior Shear Wall:Attach strap to 2x studs lined up above and below rim joist.Strap to be applied Connector Of blank W 01) 5 over wall sheathing_ Caltont Min.,use Alt I nun.,use Alt 2 nun.,use Notes use default,above) - If strap falls on header or beam below,nail to header or beam and wrap around bottom if necessary. 30B-32B (OPA) I 17 H-D Alt I-Holdown-Embedded Strap Type. I Min.Capacity:Goodfor 21851buplift_ 35B 1.75x14 LVL 0x ' Holdown:Use LSTHD8 for no rim joist condition. 36B 2,1.75x14 LVL 3.5x14 PSL HWPH to 38B ¢I (i) W - For rim joist condition use LSTHD81L1- 2� I ❑ 37B 2,1.75x14 LVL 3.5x14 PSL HWP to 38B * Nails:Use 16,16d to full-height stud as follows_ a z d Stud:Use larger of Icing stud as speed elsewhere:or choice of 2-2x:3x:or 4x. a 1 7 H D . Use W16x50(16.3"x T.actual dims)with 2,2x8 or 4x8 nailer on top.connected with 2,SDS 1/4 x 3 @ 24"up Alt 2-Holdown-Bolt Type w ID 38B through flange.At ends use full bearing on wood member.Connect w/2.5/8"x 4"lags through bottom flange to m * Holdown:Use HDU2. centerline of bearing member_Floor joists to hang on nailer with top flange hanger. * Lags:Use 6 SOS 1/4 x 2.5 to full-height stud per above 8 e Anchor Bolt:If wet set,use 5.'8"diameter SSTB 16,or c+'8"all-tlaead with nut and 3"washer on 39B 4x10 CI 7:15 E * embedded each M nembedment=IT.If too long to Et in footing,bend 90-degrees at bottom of footing, 40B 1.75x14 LVL maintain 3"cover at bottom of footing_ a - If rotohammer.use 5/8"Then HD or all thread&epoxy.with 6"min concrete embedment,centered in 41 B,42B 2,1.75x14 LVL 3.5x14 PSL N stem wall_ 43B 6x12 PT 5.5x7.5 PT glulam 77 M Mullion z 45B 1.75x11.8 LVL a0 ° General:These are specified mainly to Geist out-of-plane wind loads but may also be used to resin in-plane z w lateral loads if so indicated in calculations. 46B 2.1.75x11.8 LVL 3.5x11.8 PSL li Q - I CI z * Mullion:Use min.2.1.75x55 LVts,continuous bottom plate to top plate_ 47B 2,1.75x11.8 LVL 3.5x11.8 PSL at wet bar W I I L * Top and Bottom Connection:Connect at top plate and bottom plate with 2,A34 and screws. 48B 4.1.75x11.8 LVL 7x11.8 PSL a * Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC. HUG:HUCQ or.imsar. 49B 2,1.75x11.8 LVL 3.5x11.8 PSL HUCO i 78 KS King Stud t su' At sides of opening use n2,1.75x5.5 LVL king studs,continuous bottom plate to top plate. Use min_.5.5x18,24F-V8 glulam.Min.backspan=15'.If this beam acts as wall top plate,connect studs to Support header with trimmer or HUC hanger. il 50B this beam with A34 and screws,typ.If beam bears on wall top plate,connect with SDS 1/4 x 6 @ 12"max up - 79 M Mullion through top plate into bottom of beam.Connect this beam to 76P with straps,cleats.or standard hardware. a • �1 * General:These are specified mainly to reist out-of-plane wind loads but may also be used to resin in-plane -I I W lateral Ioads if so indicated in calculations. 51 B 5.5x12 PT glulam L0 J * Manion:Use min_,2,2x6s continuous bottom plate to top plate_ Joists and Rogersr- BEARING WALL L_ Header Connection:Header(s)may be supported 2x trimmer or hang on this mullion with LUC, •Default rafter or deck joist to beam connection is con't or skip blocking and H2.5A_or H1,or A34 with screws_ U HI C:HUCQ or similar. 17 H D E S6 L Ledger-Roof Diaphragm Framed roof overhangs,eaves,outriggers,etc.use IRC-compliant construction. Ledger Screws:If connecting to rim or header or other continuous wood,use SOS.or LedgerLOK at Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated(PT) V max 1.2"OC,staggered If connecting to studs,use 2.SDS or LedgerLOK per stud Default sawn face mount hanger is U,LU,LUS.or if sloped rafter use LRUZ. 0 Length of SIDS or LedgerLOK=Through ledger and sheathing and 1.5"min embedment into solid framing. �--• Default deck joist hanger is U or LU(not LUS)with galv screws,or gale TECO or similar nails. Ch U Min distance of connector to end of ledger or splice 2".Min edge distance to top or bottom of ledger Default sawn top flange hanger is JBA,LB,BA,or B(welded app,use LB.BA,or B) N i =1.75" El Any national I-joist brand.equal or stronger may be substituted in * Ledger Connection to Wall: OD C RajiersPeapendicrrlarr Use2xorLVLledger.nnheghttomatchrafles.Appkyledgerovenwal! I-Joist roof overhangs.extensions,outriggers.and cantilevers shall per per manufacturer's recommendations_ ¢ O sheathing.Use hangers to hang rafters on ledger. Default I-joist face mount hanger is IUS or MIU (j) 0) Parallel Rafter or Truss Tap Chord- Ledger maybe top chord of truss or last rafter or similar_Ledger to Default I joist top flange hanger is ITS,HIT,or MIT -- O 1- be placed over wall sheathing. W Connector(if blank I u z w LU M JD Mono Truss Top Chord PespendicrrTrn-:Use continuous 2x blocking between trusses nailed though wall Callout Min.,use Alt 1 ram.,use Alt 2 run.,use Notes — o -0 - sheathing with 16d @ 6"OC to solid wood backing(continuous rim,plate,ledger,or blocking_) use default,above) Q Q N. C - Mona Truss Bottom ChoadPespettdietlarr (All joists and rafters are per Arch. Use defaults,above,as appropriate.) C, LL w p Cr) L Alternate 1:Hang bottom chord with hanger mounted over wall sheathing to solid wood backing(rim.plate, Posts EtQ7W. ledger:or blocking.) 2. U N Alternate 2:Use min.,2x4ledger let into truss bottom chord Ledger to be placed over wall sheathing and Default material is Doug Fir No 2 or better. _ Q LTA o LLl connected with ledger screws per above. Default bottom connection on plate:2,A34 with TECO or screws.or 4.16d face nails. I I m N Q Cr) ' Roof Diaphragm:Connect roof diaphragm to ledger with 8d ring shank or screws at 3"OC. 95 S Slab on Grade Default bottom connection on beam:2.A34 with TECO or screws,or PCZ_ 4( \/ Snbgrade:Use structural fill or native material compacted to 95%relative compaction.Ot is strongly Default bottom connection on concrete:PB,or AB,or ABU.or ABW.or GBSC ■ I M recommended that all structural fin be checked by a geotechnicat consultant. Connector(if blank • Uaderslab Insulation:May use XPS or EPS rigid foam with min__25psi compressive strengthunder slab_ Callout Min.,use Alt I rain.,use Alt 2 nun.,use Notes rapuse default,above) If used,provide and install per insulation manufacturer's recommendations. 70P 2-2x4 4x4 2x6 * Slab Thickness:Use 4"min. ' Reinforcement:Use any of the following: 71 P 3-2x4 2-2x6 4x6 1 7 H D - Min.,#3 rebar at 24"OC,each way,centered in slab. 72P 3-2x6 6x6 4-2x4 w , - Welded wire fabric,min.,W2.9.6"x6"(6 Ga),centered in slab.Splices overlap 8"min. 73P 6x6 PT - Frbermesh per manufacturer's recommendation. - — - Helix micro rebar,min.,5 lbs.per cubic yard 74P 6x10 BEARING WALL 0 \N \• Control Joints:Maximum recommended spacing=8'O C,each way.This is a non-structural item and 75P 6x8 may be changed or omitted by Owner or architectural designer. 76P 6x6 4,2x6 5.5x5.5 glulam col_ LL CK N * Vapor Ranier:Suggest a min_,6 nut,plastic vapor barrier under interior slabs_This is anon-structural 7 CO item and may be changed or omitted by Owner or architectural designer. 77P 8x8 PT L HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP -1 I Z cu / w0w � _ Model:HOU2-SISS2.5 'D-- .,,.. U 0 72— co Anchoroiameter. ge' 1 • I I- 1:::..... MalrfmumAllowahte "' Tension(lhs.] I 17 H D 0 1 �3 ► G H I°° MTh'+-- I 0 oFisP l srFnit e ( L . y l w w O O O To0 �'� 3075 2z15 " T o o w CO d7 Q i o 0 2PW 0 Z HIM Installation I'",_ R • (HOW Similar) _i" LLJ SHEARWALL TOP CONNECTIONS I Q !111\. , . - - _ e 'NOT TO SCALE CL CO •o• e�[ d A-:.:' 11.6.Patents 8.1}2,895 -z '_�!' i.~~J' i-r" ..o. N "P c R (D1) TYP.SHEAR WALL TOP CONNECTION ' o _ g -FRAMING PARALLEL,RIM OR CON'T BLOCKING Structural Shear Wall Callouts — Copyright CionstructionCalc,Inc (C'.C:I) sremvyALLINSTALLATION Loa-"" oi� g Emledmenl Oeplh.le limn ' - 2„16 ��� do U NO SHEATHING SPLICE SHEATHING SPLICE Typical Shear Wall Callont Symbol Slmpsoe OFiSPSpeeies SPFn1Fstmif a4'. Strung.Ti o Miami' p><k 1 This s"nabal indicates a dedicated shear wall or panel, the type per callout below. nicestTwee moesf Codlllrr Conditlpo Mbar length v 0 c �V TRUSS,RAFTER, PWWails L� p - :'p MN cemew E11t'dt' Miawetl min- a o raj -- JOIST,OR CON'T BLKG 'Y ills without this s'mbol, or tabled 111 511 are not dedicated shear walls -Ilse code-standard construction.I YFIII TRUSS,RAFTER, ALB&1f6 SET 96i 12 10 S 5 5 �,` c n JOIST,OR CON'T BLKG LTP4 OPTION A340PTION Ar' r AT 9% 1z II 5 6% to i1I 0 I� Min_ length of shearpanel: a. u !Anchor net In 19 10 tO 1}1 fe " LT. NO SHEATHING SHEATHINGSPLICE 11 If"Viet": construct entire Wall per this callf3llt: with mmtmum individual panel lengths indicated on plan. 4 iiQ a o SPLICE HERE p - CEILING OR w O o C OTHER BLKG ° O O Cesbm-Plata si%a!4 18 18 18 18 18 18 o„.. ._/0 CEILING O '2I-O Anchor S51B18 12% 12% 12% 12% 1254 12% 9 % II Conc. p rn w TOP OF SHEAR WALL O rn O O 1.See page a for adaitlollel Imes Ix Ihls tulWroon type. MSTC PER PLAN w z lr- Top of anchor LL Z a W° SIVI ALLISI SALLATeOSe,Eglup lanETAILS a Own.[QammerMnrrlinO.•r and rt hrhelM7arerrnamJ U'ZKUK A. TYP.SHEARWALL BOTTOM CONNECTION Capa- Stud ail Edge Sill Block- wall to Top of max k s$ r o CD3> ON FRAMED FLOOR 3 Z �aftavao eit Nails Stud Stud Nominal matrl 1 Field Top plate& ing at parallel wall to spelt, ° r;Ym MIn E Aen-SW �e wind/ Sheath- or height, s ac' stud (see sac' Topplate studs uusu framingperpen- Bottom Mud sill vld 4fT W¢§W coreel _ JOIST JOIST W/SHEATHINGlx .• p gam, I� lIn a�rr- MshEepe IN I� W/SHEATHING SPLICE OVER RIM JOIST L.L Z w cam, i T Call- seis, is Sides of screws, max., max., size std.st'l Stud Plate splice, tl-!edge ported or rim or dicular plate to anchor to min to T 2r ,c1=1%' '•Ie g> x 3w rn Mtn s.77 • :tea Nails are BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL e • I I z0 ij °z0 2r �, l s f'?_.- Min.rebel notrequured al PER PLAN :.I PERPLAN out Eh,plf min. wall size ft. in. min. specs) spat g,ln. min. mill. naik g edges rim blk g. framing. framing. concrete embed ili41 U L Paw EMIR Mn. ANn. Alin length Is 2x FeZ hbarG area. ALT.WALL SHEATHING NAIL OR SDS PER TABLE CODE MIN.NAILING 7� 77--�� _rC STOPS OR IS ALT.NO SHEATHING Leta lYetaLL I}etakl& SPLICED HERE Wen Yew-53emwrll Foundation P. SPLICED HERE _all w a z z en Vi and lemer!!Riwaealre - _ 11 Z z¢a U O -1�'Min.a nd distance O II� 111141 KD1) ) R". D2K W a w o nerlln ? O p we €ed-0t-W 1ti 1 IRI Sit — II W dsrf 6I PLAN AREAS Ad1n.E Cy1ia' enue WALL,BEAM X ar f�;'}I FOUNDATION RWALL.B T40NOR ?64Cfn t5/$11 b-oltWrL one: 10 24 larger Sawn G+ 1r 1G sheathing Cont ZzOLZZ ism e•__� 6:'12•&16 1 11 Z W zw STRONG WALL SB ON UPPER per Arch Cant '$ MAIN FLOOR 1 ,353 SQ.FT. } c1. LEVEL FRAMED FLOOR 7?16 either p ,1 Tb g= or sheathing U) o00�$ lap sheathing Titen HI?, �Z Porn View-Slermoo Fonndalmn siVln 1681 OSB or side. '1l '1 I'r �F NA ri ,i H2.5: or or 16d !I —ZZ End-8l-Well krliretlon - �r - a'Onu SIDE VIEW FRONT VIEW 1r YY $d 16 16 2,'G6 Sawn 6/1L'rL'16 L- 2X Wt 1V- LX lEH or tit or Wr;' n -^In z���00 .a, sNG-WAL 12 l� vo apply ~ti_. SD WC- 611or UPPER FLOOR 1 ,573 SQ.FT. aIN0o .a.. 7/16 OSB SHEATHING STRONG-WALLS p' p- 16d LTP4 at @ wshr. Or Z,z Q } I SIMPSON STRONG-WALL SB T VEK HOUSE WRAP PER CALLOUT nZ M O z O H A 1; PERCALLOUT •I I 4d directly 156��, '�.v SDS 1 1 1 nSIDING MATERIAL - 1, .-,--.1 2 X 6 WALL S$Wn max. �. u u 3611r ,''11 ar BASEMENT 1 ,083 SQ.FT.• a 1/2"SHEETROCK I to studs '} 22 '.2* 12 - W112E1 ., HGA10 1_ X6 611212 S, I--1_ °° rypral hr[a1I rill,St.IIIIIIIIIfg.p I or L Y L ¢ rcEXTRA RIM BLOCK z -I_' r :::,-, .-,---z,...:: :.------:- !mulled led Over Sherti..Er 1 1/2"GYPCRETE FOR ANCHOR BOLTS ,o , .fi mij3C w K O a 11i •_s ur - _ - RADIANT FLOOR HEATING HGA10 PER CALLOUT ,T I-z - . a -i - - .a w 3/4"OSBSUBFLOOR rr^^�� TOTAL LIVING AREA: 47 SQ.FT. `�- " kiln.rehar l y f?' •'.q .. GOUGE RIM AS 4:On1t d -s": length is 4 e I I 1 l( I FOR ANCHOR BOLTg _ n N .•N.-:I,r-.7. .-i ."4i Rx. 0 f , l_l 1 J Ui She or +� - G A R ••: Srdral Ylew- - - i/c STUD �" STUD STUD �{ 1 11 STORAGE / UTILITY 161 SQ.FT. . :-=' OWNER APPROVAL si.c..11Fpendepon Section Vierr-SEemwel4Found/ISM L} ` Y 'tF1„`'fL1" �V4S�fL' r ^ �'+.14. p� E1ldwan APrrranoe End-or-well Appncallen WAlin./- gin-or 2� 117/8"BC!FLOOR JOIST , ANCHOR BOLTS • 2P TAT (same) (same) (same) (same) 16 (same) (same) (same) (same) (same) 2x (same) saI21e n (same) '� 11 , ,' a � y` L� ,.- GARAGE 725 SQ.FT. -IC'..f . • . ` • INITIAL: end distance �r 2%L. EXTRA RIM BLOCK PER CALLOUT 4 f f1 of 12 or 4 5 v TYP.SHEARWALL TOP CONNECTION J 4l SDS •- ''. '• -FRAMING PERPENDICULAR II PAGE#: • TOP OF SHEAR WALL @ TRUSS HEEL TOP OF SHEAR WALL @ 6 ENTRY & REAR PORCH 195 SQ.FT. " If•�. (D2) TRUSS OR RAFTER RAFTER OR JOIST NO SHEATHING SPLICE s TRUSS HEEL RAFTER OR JOIST Con t •,.. 73 +• NO SHEATHING SPLICE N SPLICED OR STOPS 630t' 3l12 16 silt'rrrr or OPEN BALCONY 331 SQ.FT. "' ' '°`.• SI ROOF EDGE NAILING `L, ROOF EDGE NAILING S .►A / �w �� 3PW ( tne) (same) (same) (same) 16 (same) (same) `- ( me) (same) (same) 2x (same) (same) (same) 3311 f y TRUSS OR RAFTER 450 or.(012 4_5" SDS ��EiB �I CONT.BLOCK!G - r 1 IL�l CON'T BLKG a TRUSS BL.CK OR �� � I if �IT ,I LLo AII OTHERF LHT — — `' 'R 4" COVERED BALCONY 224 SQ.FT. 1 RIM OR CON'T BLKG coN•r alo K JOIST OR RAFTERti OR RAFTER Ili 1 j RIM O CON'T BLKG W 1 PAGE: ern- _ — _ I'I® - H2.5 OPTION Ik:�— H2.5 OPTION H1 OR H2.5 OPTION ALT.,NO SHEATHING TALL HEEL TRUSS I���g� rc� SHEATHING OR �� ! for OPEN DECK 122 SQ.FT. OR SPLICED HERE ' �I H25OPTION STOPS HERE �� SDWC15600 OPTION SHEATHING STOPS HERE ' OR �y}}r} /'y II 1 ++yy IIS �^� 1a'1�e■l C C�r.�� IF SHEATHING SPLICED II I OR 0 SDWC15600 OPTION {� +�10.' 1,2 or v � , ^+y rw el fJ 19 of 21 SDWC15600 OPTION '� TOP OF SHEAR WALL HERE,USE H2.5 OR OR / I I S A'VT both A?'}ngyp - G 10 24 2x4 (same) L� (same) (same) (same) 1k JA (same) (same) (same) 1^ II SDWC1S000 SDWC156000PTION I yr 1'S' $II GG Ltl 1 }. - SJCi �f f 16 f 1 ,~, [11I 1C �y./� L i I PER PLAN III IIP'1 PER PLAN EAR WALL y " 'Irk 7 COVERED DECK 154 SQ.FT. t/ �/r~• 57 for 5/8 mo T6M,S eq.-4 LY . • Structural Callouts9-Copyright ConstructionCale,Inc(CCI) Headers DESIGNED BY: H PA Per Architect Default header material is Doug Fir No.2 or better Structural Item:This item and related connectors shall be per architect idesigner. 2x headers must be in tall orientation with flat 2x nailed at buttons in"L"configuration J. STERLING 11 RD Roof Diaphragm Default Trimmer,use 1,2x stud or Simpson LUC hanger,each end. N Shear �Og CODE CO�-A 0 plf-seismic:Fh=322 pIf-wind Max aspect ratio=3:1. Default King Stud,opening S-feet wide and less use 1.full height stud each end(plate to plate.) DRAFTED BY: No * (49 ' 4'OC.max. * ,w4 Alit' <1 Y l�- ll caDefault King Stud,opening wider than 6-feet_use 2_full height studs each end(plate to plate.) CV- �+nett per shear wallout-top of wall Trinuner,each end King Stud,each J. BASS T>eam use H2.5,or A34 with screws,or similar,typ. Callout Min,use Alt 1 nun.use Alt 2 min.,nse (if blank use default end(if blank use E Z * '7 Xplywood above.) default above.) o 891 �� os •2306.2.(1) 20H 2x6,"L"config 4x6 T m* �. �9COR 'o ld 21H 2x10,"L"config 2-2x8 4xs 1/4" = 1' U.N.O. -* ��FtELO ESQ ippurts and at connections to shear wails below- 22H 5.5x12 glulam 12 F➢ Floor Diaphragm. Sheathing:With joists at 24"or 19.2"OC,use min..24 cc rated. APA Stord-I-Floor:either 3/4'species 23H 6x12 5.5x7.5 glulam 3.5x9 glulam 2 DATE ui ui group 1,or 7/8'species group 4.May be OSB or plywood Good for 130 psf:TL @ L1360 deft. 24H 5.5x9 glulam 3.5x12 glulam 2 2 1 1/08/2021 Z 25H 2,2x10 4x10 Sheathing:With joists at 16"OC,use min..16 oc rated APA Sturd-I-Floor.min..19/32"thick.May be d OSB or plywood_Goodfor 245 psf IL @ L360 deft. Beams * Sheathing Layout:Case 1 per IBC 2306-2-1(1) Default sawn material is Doug Fir No 2 or better. - Orient sheets continuous over rwo or more spans.with the long dimension across supports. Default glulam.LVL,PSL materials-see Standard Structural Specs herein.Default LSLis1.5E,2,300 psi.min Fb. * Nailing:Glue,and connect with 8d ring shank nails or#9 screws,at 6"edges,12"field. * Blocking:not required except at supports(beams)and connections to shear walls below- Default wall connection:3"bearing in pocket or on plate with min..2 studs below. 15 FT Floor-To-Floor Holdown Default end post connection:LCE_ACE,EPCZ, ECCQ,or similar. * Min.,Capacity:Good for 1705 lb tension. Default corner post connection with mitered beams over:LCE4.LCE4Z.or RTC44. * Strap:Use CS 16 vertical strap,length as indicated below-Fill aft nal holes with 10d- Strap Length:Walls Above and Below Floor:Use 13"min.to each upper and lower studs.Min.total Default mid-post connection:LPCZ,PCZ.CCQ,or similar. length=26"+depth of floor system. Default beam to conc wall:HGUM hanger with 5/8x4 Titen HD,or GLB wet-set beam seat. Strap Length:Wall Above,Beam or Header Below:Use 13"min.to upper stud,and 13"min to beam Default beam to beam connection:Hanger:HU.HUC,HUCQ or similar. Bear on top.2,HGA10. * or header.Wrap around bottom of beam or header if necessary.Mir_total length=26"+depth of floor 2PW system. If upper wail bears directly on a beam,min.strap length-26". Default Steel Wide Flange:50 ksi,A992 per Std.Strucfl Specs herein. W 01) -5 Exterior Shear Wall:Attach strap to 2x studs lined up above and below rim joist.Strap to be applied Connector(Wblank over we sheathing_ CaUont Min.,use Alt I nun.,use Aft 2 nun., use default,above)use Notes t n '1 - J I U - If strap falls on header or beam below,nail to header or beam and s rap around bottom if necessary. 30B-32B (OPA) 15FF 6 17 HD Alt I-Holdowu-Embedded Strap Type. Min.Capacity:Goodfor 21851buplift_ 35B 1.75x14 LVL [fj I Holdown:Use LSTHDO for no rim joist condition. 36B 2,1.75x14 LVL 3.5x14PSL HWPH to 38B as) W - For rim joist condition use LSTHDBRJ. ❑ Nails:Use 16,Ifid to full-height stud as follows- 37B 2,1.75x14 LVL 3.5x14 PSL HWPto 38B Stud:Use larger of king stud as speed elsewhere:or choice oft 2x,3x,or 4x. Use W16x50(16.3"x 7"actual dims)with 2,as or 4x8 nailer on top.connected with 2,SDS 1/4 x 3 @ 24"up N Alt 2-Holdown-Bolt Type ID 38B through flange.At ends use full bearing on wood member.Connect w/2.5/8'x 4"lags through bottom flange to * Holdown:Use HDU2. centerline of bearing member_Floor joists to hang on nailer with top flange hanger. • Lags:Use 6 SDS 1!4 x 2.5 to full-height stud per above e _ O Anchor Bolt:If wet set,use 518"diameter SSTB16,or 5/8'all-threadvith nut and 3"washer on 39B 4x10 1_1 E * embedded end_-AIM embedment=12".If too long tofit in footing,bend 90-degrees at bottom offooting, 40B 1.75x14 LVL 7:15 maintain 3"cover at bottom of footing- 2"-' - If rotohammer.use 5'8"Titen HD or an thread&epoxy.with 6"min concrete embedment,centered in 41 B,42B 2,1.75x14 LVL 3.5x14 PSL Cita "Astem wall 43B 6x12 PT 5.5x7.5 PT glulam 77 M Mullion 2PW Z 45B 1.75x11.8 LVL General:These are speci€ied mainly to yeast out-of-plane wind loads but may also be used to resin in-plane Mr w lateral loads if so indicated in calculations. 46B 2.1.75x11.8 LVL 3.5x11.8 PSL W I I al 6 z lc * Mullion:Use min.2.1-75x55 LVLs,continuous bottom plate to top plate- 47B 2.1]5x11.8 LVL 3.5x11.8 PSL at wet bar t- ' I * Top and Bottom Connection:Connect at top plate and bottom plate with 2,A34 and screws. 48B 4.1.75x11.8 LVL 7x11.8 PSL * Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC. HUG:HUCQ or dmlar. 49B 2,1.75x11.8 LVL 3.5x11.8 PSL HUCQ o 78 KS King Stud - t • At sides of opening use min 2,1.75x5.5 LVL Icing studs,continuous bottom plate to top plate. Use min_.5.5x18,24F-V8 glulam.Min.backspan=15'.If this beam acts as wall top plate,connect studs to - Support header with trimmer or HUC hanger. 50B this beam with A34 and screws,typ.If beam bears on wall top plate,connect with SDS 1/4 x 6 @ 12"max up 15FF 79 M Mullion through top plate into bottom of beam.Connect this beam to 76P with straps,cleats.or standard hardware. a I * General:These are specified mainly to reist out-of-plane wind loads but may also be used to resin in-plane _ • di lateral Ioads if so indicated in calculations. 51 B 5.5x12 PT glulam - _ * Mullion:Use min-,2,2x6s continuous bottom plate to top plate- Joists and Roge15 BEARING WALL LL Header Connection:Header(s)may be supported 2x trimmer or hang on this mullion with LUC, Default rafter or deck joist to beam connection is con't or skip blocking and H2.5A_or H1,or A34 with screws_ 2PW HUC,HUCQ or similar W E 86 L Ledger-RoofI?iaphragm Framed roof overhangs,eaves,outriggers,etc.use IRC-compliant construction. Ledger Screws:If connecting to rim or header or other continuous wood,use SOS.CFI LedgerLOKat Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated(PT} 0 max IT OC,staggered If connecting to studs.use 2.SDS or LedgerLOK per stud 0 Default sawn face mount hanger is U.LU,LUS.or if sloped rafter use LRUZ. 0 Length of SDS or LedgerLOK=Through ledger and sheathing and 1.5"min embedment into solid framing. irjh -- Default deck joist hanger is U or LU(not LUS)with gale screws.or gale TECO or similar nails. I L I U Min distance of connector to end of ledger or splice=2".Min edge distance to top or bottom of ledger Default sawn top flange hanger isJBA,LB,BA,orB(welded a pp,use LB.BA,orB) - © 7 r N L =1.75" Any national I-joist brand.equal or stronger may be substituted fn * Ledger Connection to Wall: 15FF Op C Ra era Pe, endicrrlarr Use2xorLVL ledger,mu height s.Apply ledger overwal! I-Joist roof overhangs.extensions,outriggers.and cantilevers shall per per manufacturer's recommendations_ 00 fi PF pP: i 1 Q (.) sheathing.Use hangers to hang rafters on ledger. Default I-joist face mount hanger is IUS or MIU I L (%� �� Parallel Rafter or Truss Top Chord- Ledger maybe top chord of truss or last rafter or similar-Ledger to Default I joist top flange hanger is ITS,HIT,or MIT I O w 1- be placed over wall sheathing. I LL W Morro Truss Top Chord Pe,pendicidcn'.Use continuous 2x blocking between trusses nailed through wall Connector(if blank Z CC W W co Callout Min.,use Alt 1 ruin.,use Alt 2 min.,use Notes I — 071- 10 - sheathing with l6d @ 6"OC to solid wood backing(continuous rim,plate,ledger,or blocking-) use default,above) I Q Q N r- CO - Morro Roes Bottom Chord Pavpettdicrrlarr (All joists and rafters are per Arch. Use defaults,above,as appropriate.) - LL I L W p M o Altemate 1:Hang bottom chard w th hanger mounted rn er wall sheath ng to so id wood backing{r m.plate. PostsQ7 W. ledger:or blocking.) - _j — U CN Alternate 2:Use min.,2x4 ledger let into truss bottom chord,Ledger to be placed over wall sheathing and Default material is Doug Fir No 2 or better. I ® — J 00 Q [](i o cO L>>Ll connected with ledger screws per above. Default bottom connection on plate:2,A34 with TECO or screws.or4.16d face nails. I m < CV Z Cr) • Roof Diaphragm:Connect roof diaphragm to ledger with 8d ring shank or screws at 3"DC. - Default bottom connection on beam:2.A34 with TECO or screws,or PCZ, Mr 95 S Slab on Grade _ _ _ _ _ _ _ I_ i Subgrade:Use structural fill or native material,compacted to 95.6 relative compaction.Otis strongly Default bottom connection on concrete:PB,or AB,or ABU.or ABW.or GBSQ ■� �I L I ! recommended that all structural fin be checked by a geotechnical consultant. Connector(if blank PI i`j • Uaderslab Insulation:May use XPS or EPS rigid foam with min_25psi compressive strengthunder slab- CalfoIIt Min.,use Alt I min.,use Alt 2 nun.,use Notes 2PW mPuse default.above) If used,provide and install per insulation manufacturer's recommendations. 70P 2-2x4 4x4 2x6 W * Slab Thickness:Use 4"min. - Reinforcement:Use any of the following: Ti P 3-2x4 2-2x6 4x6 15FF - Min.,#3 rebel at 24"OC,each way,centered in slab. 72P 3-2x6 6x6 4-2x4 7 w - Welded wire fabric,min..W2.9.6"x6"(6 Ga),centered in slab.Splices overlap 8"min. 73P 6x6 PT 1 7 H D y Y BEARING WALL 11 - Fibermesh per manufacturer's recommendation. — Helix micro rebar:min.,5 lbs.per cubic yard 74P 6x10 O \N • Control Joints:Maximum recommended spacing=8'OC,each way.This is a non-structural item and 75P 6x8 2PW 1 1 1 may be changed or omitted by Owner or architectural designer. 76P 6x6 4,2x6 5.5x5.5 glulam col_ W W N * Vapor Barrier:Suggest a min-,6 null-,plastic vapor barrier wither interior slabs-This is anon-structural 7 CO item and may be changed or omitted by Owner or architectural designer. TIP 8x8 PT , L HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP z a) W 0 W . Model:HDU2-SOS2.5 ' - Anchor Diameter 64 v I..L W i• MasunumAllowable 'o 17HD Tension(lhs.) " ' (� I°° �rh•.-- Q _ 0 0 0 DFisP l lily If W ( ) W I 0 o v ' 0 .,\. 3075 2z15 ., v 2PW ON INNER 0 � a, } i o o W 2PW STRUCTURAL WALL z HuUll Installation I" R (HD52 Similar) _iLLJ SHEARWALL TOP CONNECTIONS I © Q •oi �' - _ e 'NOT TO SCALE CL CO • e�[ d A-:.:' U.6.Palsies 8.1}2,895 -. '_�!' ~~-' i-r" ..o. "P c R (D1) TYP.SHEAR WALL TOP CONNECTION ' o _ g -FRAMING PARALLEL,RIM OR CON'T BLOCKING Structural Shear Wall Callouts — Copyright CionstructionCalc,Inc (C'.C:I) STEMWALO INSTALLATION Lai-"" oi.. g Empedmeei Oaplh.le[in,l ' - 2„16 o�� to U NO SHEATHING SPLICE SHEATHING SPLICE Typical Shear Wall Callont Symbol Simpson OFiSPSeecies SPRHF Scotia* ..4 0 Strung unitutio AnPhnr p><k 1 This symbol indicates a dedicated shear wall orpanel, the type per callout below. ATwee r hi Deaf Codlllrr Dakhla Mbar length o 0 ei �V TRUSS,RAFTER, PWWails L� rein comer 'dt' Micheal! Mlln- v o e�j -- JOIST,OR CON'T BLKG 'Y ills without this symbol. or tabled "1 511 are not dedicated shear walls -line code-standard c onstruction- I Mil TRUSS,RAFTER, A�1B&1f6 SET 96i 12 10 S 5 5 �,` v n JOIST,OR CON'T BLKG LTP40PTION A340PTION Andeor AT 99a 12 II 5 9tc 10 r 0 � ''Fin_ length of shear panel: ft. LI Sul - z> M.sl,nical K'x1Y IIIv a ALT. iI SHEATHING „ „ a Andwr Tnp 10 10 10 1p 1}1 fe NO SHEATHING SPLICE If '' : construct entire "all per this callout: with minimum individual panel lengths indicated on plan. / _, v o SPLICE HERE p - CEILING OR w O 0 C OTHER BLKG p Cascln-Plata 58%FQ4 18 18 18 18 18 18 o a CEILING lO '5 I- Anchor S61B18 12% 12% 12% 12% 12%t 12% 9 �r % II Conc. p rn w TOP OF SHEAR WALL O rn O O 1.See page a for rdaidonal arms Pm this foulWroon type. MSTC PER PLAN w z lr- Top of anchor a W 8C VIVIAN LLVOTALLATIONAMES1pEANCIORDETAILS ll ilIMMN FOINA rwmrrrMOWS ard n nre.rk.Hea,trao.r.d o a a r7- Stud Nail Edge Sill Block- wall to Topofmax ZwOOC TYP.SHEARWALL BOTTOM CONNECTIONZ k o$I r o (D3> ON FRAMED FLOOR 3 �a a v o city, Nails Stud Stud Nominal matrl 1 Field Top plate& ing at parallel wallto spelt, °3�Ym "�E a" ";,� �� wind/ Sheath- or height, s ac' stud (see sac' Topplate studs unsup- framingperpen- Bottom Mud sill Br/4" H W¢�W Corm JOIST JOIST W/SHEATHING lx .• p g @ p rp '^ a�rr- 611s�Eepe ° ` ` IN I1 111 W/SHEATHING SPLICE OVER RIM JOIST r V < Z w c=, T Call- rein, is Sides of screws, max., max., size s#d s#l Stud Plate splice, wi edge ported or rim or dicular plate to anchor to min �,to gx x T M nlI-t% s:77'" • •s Nails are I BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL r • I I 30=>w z f s i1,,, Min. MI required II PERPLAN PERPLAN out Eh,plf min. Wall size ft. in. min. specs) spatg,m. min. mill. nail g edges rimblk g. framing. framing. concrete embed Zo,HZ=I—Pit � � rr . lengthI52xFe mF hbarG area. ALT.WALL SHEATHING NAIL OR SDS PER TABLE CODE MIN.NAILING i7 77 -1 i� r ww� ~STOPS OR IS ALT.NO SHEATHING Detail De#ad Detail& SPLICED HERE plan Vier-&leas!!Feedalfen °• .I SPLICED HERE l w azz MldraII red Comer Applhallens - _ 11 7 z¢a U O -14'Mln.encltlislance O II� II� �� D2K L iawo� nerlln O p war €ed-0I-WellAey.,' — ,, Q w m—.H 6 I I PLAN AREAS N We.Edge Cy=1B' Me. WALL,BEAM x4 or f�;'} UJ w o Z I 1111 FOUNDATION RFOUNDAT40NOR Cfnt Q3riL II one: 10 24 larger Sawn + sheathing ContN o g z era 5' v___ 6:'12'216 } $ e �_ STRONG WALL SB ON UPPER �161I either per Bch rl ContCt Tblltig, or sheathing °f /g MAIN FLOOR 1 353 SQ.FT. Woz`a --UUU77 �—HH c1. LEVEL FRAMED FLOOR 48 lap sheathing Titen HD, ' o&o w I Porn View-Stemwrll Fromm,' snip 71��T 1681 OSB or side. p '1l '1 I'r �F NA ri ,i H2-5: or or 16d Na�Zz End-8l-We li Salivation ' SIDE VIEW FRONT VIEW tr YY O d 16 16 ,'G6 Sawn 6.12'rL'16 L- 2x Wi 10- 2x A or A34 or V4r' 'I 1'� z� O O .e . "a` _ �/ �� 7/160SBSHEATHING SIMPSON 12G ply'vo- apply 2 ' ` SDWC- 611 or UPPER FLOOR 1 ,573 SQ.FT. amN�o t I SIMPSON STRONG-WALL SB STRONG-WALLS 16d LTP4atvshr- Or o 0 0 TWEK HOUSE WRAP PER CALLOUT 5m Z r z U x A 5 PER CALLOUT 4d directly 15600: .v SDS n SIDING MATERIAL 1, .-,---, 2 X 6 WALL Sawn max. r�. u u 36" ,''11 ar BASEMENT 1 ,083 SQ.FT.a 1/2"SHEETROCK I to Stllds -22 ? 24 12 - w112E1 ., HGA10 1_ x6 611212 S-.1_ ao lypral Oe[sll rllh StrIIIIIIIIIfgap I or L Y L ¢ rcEXTRA RIM BLOCK z -I_ r legal led Geer Sheahono 1 1/2"GYPCRETE FOR ANCHOR BOLTS ,o , .fi m83C w K O a 'li _s " - _ - RADIANT FLOOR HEATING HGA10 PER CALLOUT ,T i z -F. 1 ,%a • _, .a w 3/4"OSBSUBFLOOR rr^^�� TOTAL LIVING AREA: 47 SQ.FT. `�- a Mln.rehar l y f?' •'.q .. GOUGE RIM AS 4:on't d -.'": let X 1 iS 4 e I I 1 l( I FOR ANCHOR BOLT g _ n i .•i.-:1,r-.7. .-i ."4i Rx. 0 f , l_l 1 J Ui She or +� G•r A R ••: sedran nor- - - i/c STUD � STUD STUD �{ , „ STORAGE / UTILITY 161 SQ.FT. . :-=' OWNER APPROVAL SlemrellFeendepon Section Vierr-SEemwel4 Foundeliwe / ` 7���T Y / / / 'tF 1„`'fL1" �V4S�fL' ,�11��77 r ^ �'+.14. p�{ MldwaH APPlivalion End-W-weii Appncalmn Ys'Mln. mdl.or 2� 117/8"BCI FLOOR JOIST) ANCHOR BOLTS • rye W (same) (same) (same} (same) 16 l (same) (same) (same) (same) 2x (same) (same} „ (same) tL11 , ,. y .''qua /toy.,',,..0.-‘,......v.,.. L� 'l..- GARAGE 725 SQ.FT. -IC'..f . C• _. .` INITIAL: end distance �r 2%L. EXTRA RIM BLOCK PER CALLOUT 350 f f1 12 or 4 5 v TYP.SHEARWALL TOP CONNECTION 4l SDS 4i.i ..'i •-FRAMING PERPENDICULAR IIPAGE#: TOP OF SHEAR WALL @ TRUSS HEEL TOP OF SHEAR WALL @ 6 ENTRY & REAR PORCH 195 SQ.FT. me... f .; (D2) TRUSS OR RAFTER RAFTER OR JOIST NO SHEATHING SPLICE S TRUSS HEEL RAFTER OR JOIST Con't r 73 +• NO SHEATHING SPLICE N SPLICED OR STOPS 6301' 3l12 16 silt'rTr or OPEN BALCONY 331 SQ.FT. -,, ' '" .� S2 ROOF EDGE NAILING `L, ROOF EDGE NAILING S .� / �w �� 3PW ( me} (same) (same) (same) 16 (same) (same) `- ( me) (same) (same) 2x (same) (same) (same) 3311 f y TRUSS OR RAFTER 450 or.(i12 4_5" SDS ,, I� �I CONT.BLOCK!G - r 1 IL�l CON'T BLKG a TRUSS BL.CK OR �� � I Ii�= �I,I LLo %III OTHERF LHT — — I ' 'R 4" COVERED BALCONY 224 SQ.FT. 1 RIM OR CON'T BLKGT coN•r alo K JOIST OR RAFTERti OR RAFTER Ili 1 6,13 I RIM O CON'T BLKG i 1 PAGE: ems- _ _ _ I'I® - H2.5 OPTION I�:�— H2.5 OPTION H1 OR H2.5 OPTION ALT.,NO SHEATHING TALL HEEL TRUSS I���g� rc� SHEATHING OR �� for OPEN DECK 122 SQ.FT. OR SPLICED HERE �� H250PTION STOPS HERE �� SDWC158000PTION OR SPLICED HERE SHEATHING STOPS ' OR . �y}}r} / II , II SDS �^ 1 Ia'1�e C c6.��, IF SHEATHING SPLICED III SDWC15600 OPTION /''{� +�10.' 1,2 or ('y v J1JJ , .'..y el ff.J� 20 of 21 SDWC15600 OPTION �� TOP OF SHEAR WALL HERE,USE H2.5 OR OR I I 51J`�'S,T both 1?}.D- 6d 10 `L 2x4 (same) (same) (same) (same) NA (same) (same) (same) i' II SDWCIS000 SDWC15600 OPTION I (5(5 pII - + 1 [11I 1C ../t " � L i I PER PLAN III II '1 PER PLAN EAR WALL a4141 Orp „ r C{. 7 COVERED DECK 154 SQ.FT. t/ �/r~ for 5!8 mo TEARS OH L..'( . • Structural Callouts9-Copyright ConstructionCale,Inc(CCI) Headers DESIGNED BY: Q PA Per Architect Default header material is Doug Fir No.2 or better Structural Item:This item and related connectors shall be per architect idesigner. 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration J. STERLING 11 RD Roof Diaphragm Default Trimmer,use 1,2x stud or Simpson LUC hanger,each end. N Shear �Og CODECOa� 0 plf-seismc;Fh=322 pff-wind Max aspect ratio=3:1. Default King Stud,opening S-feet wide and less use 1.full height stud each end(plate to plate.) DRAFTED BY: No * (S� '-A 4'OC.max. * ,w4 Alit' <1 Y l� Default King Stud,opening wider than 6-feet_use 2_full height studs each end(plate to plate.) �+- nett per shear wall callout-top of watt Trinuner,each end King Stud,each J. BASS T>eam use H2.5,or A34 with screws,or similar,typ. im Callout Min,use Alt 1 nun.use Alt 2 min.,nse (if blank use default end(if blank use E Z * 'YWOOL Xplywood above.} default above.) o 891 �� os •2306.2.(1) 20H 2x6,"L"config 4x6 T m * . �9COR 'o ld 21H 2x10,"L"config 2-2x8 4xs 1/4" = 1' U.N.O. -o* ��FIELO ESQ arts and at connections to shear wafts below- 22H 5.5x12 glulam 12 F➢ Floor Diaphragm Sheathing:With joists at 24"or 19.2"OC,use min..24 sic rated. APA Stord-I-Floor:either 3/4'species 23H 6x12 5.5x7.5 glulam 3.5x9 glulam 2 DATE ui ui group 1,or 7/8"species group 4.May be OSB or plywood Good for 130 psf,TL @ L1360 dell. 24H 5.5x9 glulam 3.5x12 glulam 2 2 1 1/08/2021 Z 25H 2,2x10 4x10 ' Sheathing:With joists at 16"OC,use min..16 oc rated APA Sturd-I-Floor.min..19/32"thick.May be d OSB or plywood_Goodfor 245 psf IL @ L360 deft. Beams * Sheathing Layout:Case 1 per IBC 2306-2-1(1) Default sawn material is Doug Fir No 2 or better. - Orient sheets continuous over two or more spans,with the long dimension across supports. Default glulam.LVL,PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E,2,300 psi.min Fb. * Nailing:Glue,and connect with 8d ring shank nails or is9 screws,at 6"edges,12"field. * Blocking:not required except at supports(beams)and connections to shear walls below- Default wall connection:3"bearing in pocket or on plate with min..2 studs below. 15 IT Floor-To-Floor Holdown Default end post connection:LCE_ACE,EPCZ, ECCQ,or similar. * Min.,Capacity:Good for 1705 lb tension. Default corner post connection with mitered beams over:LCE4.LCE4Z.or RTC44. * Strap:Use CS 16 vertical strap,length as indicated below-Fill all nal holes with 10d- Strap Length:Walls Above and Below Floor:Use 13"min.to each upper and lower studs.Min.total Default mid-post connection:LPCZ,PCZ,CCC,or similar. length=26"+depth of floor system. Default beam to conc wall:HGUM hanger with 5/8x4 Then HD,or GLB wet-set beam seat. Strap Length:Wall Above,Beam or Header Below:Use 13"min.to upper stud,and 13"min to beam Default beam to beam connection:Hanger:HU.HUC,HUCQ or similar. Bear on top.2,HGA10. * or header.Wrap around bottom of beam or header if necessary.Mkt total length=26"+depth of floor 3 P W system. If upper wall bears directly ona beam,min.strap length-26". Default Steel Wide Flange:50 ksi,A992 per Std.Strucfl Specs herein. 01) 5 • Exterior Shear Wall:Attach strap to 2x studs lined up above and below rim joist.Strap to be applied Connector(I blank over wall sheathing_ Caltont Min.,nse Alt I nun.,arse Aft 2 nun.,use Notes y y i 1 - use default,above) I I J If strap falls on header or beam below,nailto header or beam and wrap around bottom f necessary. g. 30B-32B (OPA) 6 17 H-D Alt I-Holdosan-Embedded Strap Type. Min.Capacity:Goodfor 2185lbuplift 35B 1.75x14 LVL [fj x gi ' Holdown:Use LSTHDB for no rim joist condition. 36B 2,1.75x14 LVL 3.5x14 PSL HWPH to 38B as) W - For ran joist condition use LSTHOBRJ. ❑ 8 * Nails:Use 16,16d to full-height stud as follows_ 37B 2,1.75x14 LVL 3.5x14 PSL HWP to 38B1 III' Stud:Use larger of king stud as speed elsewhere:or choice oft 2x,3x,or 4x. Use W16x50(16.3"x 7"actual dims)with 2,as or 4x8 nailer on top.connected with 2,SDS 1/4 x 3 @ 24"up .,„, ID Alt 2-Holdonv-Bolt Type 38B through flange.At ends use full bearing on wood member.Connect w12.5!8"x 4"lags through bottom flange to * Holdown:Use 1-11OU2. centerline of bearing member_Floor joists to hang on nailer with top flange hanger. 773) ' Lags:Use 6 SOS 1/4 x 2.5 to full-height stud per above ' 8 e Anchor Bolt:If wet set,use 5.'8"diameter SSTB16,or 5+8"all-thread with nut and 3"washer on 39B 4x10 7* embedded end Min embedment=12".If too long ton t infooting,bend 90-degrees at bottom of footing, 40B 1.75x14 LVL I maintain 3"cover at bottom of footing- L �-' - If rotohammer,use 5'8"Titer}HD or an thread&epoxy.with 6"min concrete embedment,centered in 41 B,42B 2,1.75x14 LVL 3.5x14 PSL I '.2stem wall 43B 6x12 PT 5.5x7.5 PT glulam o 77 M Mullion 45B 1.75x11.8 LVL General:These are specified mainly to reist out-of-plane wind loads but may also be used to resin in-plane w lateral loads if so indicated in calculations. 46B 2.1.75x11.8 LVL 3.5x11.8 PSL CZ v z * Mullion:Use min-,2,1-75x55 LVts,continuous bottom plate to top plate- 47B 2,1.75x11.8 LVL 3.5x11.8 PSL at wet bar* Top and Bottom Connection:Connect at top plate and bottom plate with 2,A34 and screws. 48B 4.1.75x11.8 LVL 7x11.8 PSL* I I Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC. f HUG:HUCQ or similar. 49B 2,1.75x11.8 LVL 3.5x11.8 PSL HUCQ _ Eli I. U 78 KS King Stud - r` ' At sides of opening use min 2,1.75x5.5 LVL king studs,continuous bottom plate to top plate. Use min_.5.5x18,24F-V8 glulam.Min.backspan=15'.If this beam acts as wall top plate,connect studs to Support header with trimmer or HUC hanger. 50B this beam with A34 and screws,typ.If beam bears on wall top plate,connect with SDS 1/4 x 6 @ 12"max up - 79 M Mullion through top plate into bottom of beam.Connect this beam to 76P with straps,cleats.or standard hardware. 0) * General:These are specified mainly to reist out-of-plane wind loads but may also be used to resin in-plane Ijj lateral Ioads if so indicated in calculations. 51 B 5.5x12 PT glulam J_ * Mullion:Use min-,2,2x6s continuous bottom plate to top plate- Joists and Rogers co' o Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC: Default rafter or deck joist to beam connection is con'[or skip blacking and H2.5A_or H1,or A34 with screws_ HUC,HUCQ or similar. g E 86 L Ledger-Roof'Diaphragm Framed roof overhangs,eaves,outriggers,etc.use IRC-compliant construction. oI � hh O Ledger Screws:If connecting to rim or header or other continuous wood,use SOS.or LedgerLOK at Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated(PT) (V - �I' 2PW o max 12"OC.staggered If connecting to studs.use 2.SDS or LedgerLOK per stud i,- W C Default sawn face mount hanger is U.LU,LUS.or if sloped rafter use LRUZ. 0 Length of SOS or LedgerLOK=Through ledger and sheathing and 1.5"min embedment into solid framing. -- Default deck joist hanger is U or LU(not LUS)with gale screws,or gale TECO or similar nails. I N U Min distance of connector to end of ledger or splice 2".Min edge distance to top or bottom of ledger Default sawn top flange hanger is JBA,LB,BA,or B(welded app,use LB.BA,or B) ‘1, N i =1.75" Any national I-joist brand.equal or stronger may be substituted in Ledger Connection to Wall: OD S= RajieraPeapendicrrlarr Use2xorLVL ledger.minheghttomatchrafle s.Apply ledger over wall I-Joist roof overhangs.extensions,outriggers.and cantilevers shall per per manufacturer's recommendations_ ¢ O sheathing.Use hangers to hang rafters on ledger. Default I-joist face mount hanger is IUS or MIU Cf) 0) Parallel Rafter or Truss Tap Chord- Ledger maybe top chord of truss or last rafter or similar-Ledger to Default I joist top flange hanger is ITS,HIT,or MIT O w L be placed over wall sheathing. LL III a) Mono Truss Top Chord Penpendicmdom'.Use continuous 2x blocking between trusses nailed through wall Connector(if blank Z CC ill L'L.I co Cailout Min.,use Alt 1 ruin.,use Alt 2 min.,use Notes — 071- JD - sheathing with 16d @ 6"OC to solid wood backing(continuous rim,plate,ledger,or blocking-) use default,above) I i 0 N- C - Mona Trues Bottom ChoadPeypettdietlarr (All joists and rafters are per Arch. Use defaults,above,as appropriate.) 1 PW I aw Q Q O Cr) CO o Alternate 1:Hang bottom chord with hanger mounted over wall sheathing to solid wood backing(rim.plate. Posts w (� Q7 W. ledger:or blocking.) z U N Alternate 2:Use min.,2x4 ledger let in to truss bottom chord,Ledger to be placed over wall sheathing and Default material is Doug Fir No 2 or better. _ J_I 00Q C) LTA o CO L>>Ll connected with ledger screws per above. Default bottom connection on plate:2,A34 with TECO or screws.or 4.16d face nails. Ca N Q Cr) • Roof Diaphragm:Connect roof diaphragm to ledger with 8d ring shank or screws at 3"DC. Default bottom connection on beam:2.A34 with TECO or screws,or PCZ_ 95 S Slab on Grade - Default bottom connection on concrete:PB,or AB,or ABU.or ABW.or GBSC I I Snbgrade:Use structural fill or native material compacted to 95%n relative compaction.It is strongly recommended that all structural H be checked by a geotechnical consultant. Connector(if blank • Uaderslab Insulation:May use XPS or EPS rigid foam with min-_25psi compressive strengthunder slab- Callout Min.,use Alt I elm.,use Alt 2 nun.,use Notes mPuse default,above) If used,provide and install per insulation manufacturer's recommendations. 70P 2-2x4 4x4 2x6 * Slab Thickness:Use 4"min. ' Reinforcement:Use any of the following: 71 P 3-2x4 2-2x6 4x6 - Min.,#3 rebar at 24"OC,each way,centered in slab. 72P 3-2x6 6x6 4-2x4 atrA II f - Welded wire fabric,min..W2.9.6"x6"(6 Ga),centered in slab.Splices overlap 8"min. 73P 6x6 PT © BEARING WALL - Frbermesh per manufacturer's recommendation. _ - N- - Helix micro rebar,min.,5 lbs.per cubic yard 74P 6x10 0 \N ' Control Joints:Maximum recommended spacing=8'OC,each way.This is a non-structural item and 75P 6x8 2PW — N may be changed or omitted by Owner or architectural designer. 76P 6x6 4,2x6 5.5x5.5 glulam c ol_ w IJ_ * Vapor Ranier:Suggest a min-,6 uul-,plastic vapor barrier under interior slabs-This is anon-structural 7 Coitem and may be changed or omitted by Owner or architectural Z al designer. 77P 8x8 PT J a- Q HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP eh Z a) 5 © w 0 LLI 0) Model:HDIJ2.5652.5 ' - 72 CO Anchor Diameter. IA'' 2PW MP v 0 I..L w 1,1 MalrfmumAllowahte WH Tension(lhs.) (,)► .° U O OFiSP srFntf ^e l,.00AI I wI ' IDc) a' 3075 2z15 " o 0 T •} VJ i as _ 1W Z • ��. : HDD5lnstallatits I� o a rz (HOW Similar) _i SHEARWALL TOP CONNECTIONS I Q .' - - _ e NOT TO SCALE • CL CO o• e�[ d A-:.:' U.6.Palms 8.1}2,895 -. '_�!' ~~J' i-r" .o 0 . N "P c R (D1) TYP.SHEAR WALL TOP CONNECTION ' o _ g -FRAMING PARALLEL,RIM OR CON'T BLOCKING Structural Shear Wall Callouts — Copyright CionstructionCalc,Inc (C'.C:I) STEMW.LL INSTALLATION Lai_.* oi g Emledmenl Dopih.le 9..1 ' - 2„k o�� to U NO SHEATHING SPLICE SHEATHING SPLICE Typical Shear Wall Callont Symbol Slmpsun OFiSPSoccies 31'F81F3paclan a.0 Strung Tin AnPhnr p><k 1 73 This symbol indicates a dedicated shear wall orpanel, the type per callout below. AWoe r mods( Cadlllrr Dakhla] Mbar length v 0 c �V TRUSS,RAFTER, p {{11 L� - Nurtll�cerrrar EJrt'dt' Midrell Mlle- a o raj -- JOIST,OR CON'T BLKG 'Y ills without this s'mbol, or tabled "1 511 are not dedicated shear walls -use code-standard construction.I WIII TRUSS,RAFTER, A�1B&1f6 SET 9ci 12 10 S 5 5 �,` o n JOIST,OR CON'T BLKG LTP40PTION A340PTION A" r AT 6% 1z it 5 6% to +lW 0 0 I� ''Fin_ length of shearpanel: a. u !Anchor iei 10 10 1fi 1p it fe III " LT. NO SHEATHING SHEATHINGSPLICE 11 If"�'": construct entire Wall per this callf3llt: with minimum individual panel lengths indicated on plan. 4 iiQ a o SPLICE HERE p - CEILING OR w O o ❑ OTHER BLKG Z ° U U Can!-e.Place 58%FQ4 18 18 f8 18 18 18 0,,. ._/0 CEILING 0 o Q Anchor S51B18 12% 12% 12% 12% 1214 12% 9 % II C onc. p rn w , TOP OF SHEAR WALL Om OO 1.See page a for adaidonal germs gm ails foulWroon type. MSTC PER PLAN w:s z lr- Top of anchor a W 8 airnALLlMsoLranIt.RaI.vmm RarTAILs a Y..Arrr rimrn.nyanrta,rlrxrr an,lmala,N¢I+'ximJ O'z K U K (D3 TYP.SHEARWALL BOTTOM CONNECTION Capa- Stud email Edge Sill Block- wall to Top of max �0. > ON FRAMED FLOORcity, Z ^ �a�av o Nails Stud Stud Nominal mat'l 1 Field Top plate& ing at parallel wallto spell, I..L ° (.51m "�E a" ";,� �� wind/ Sheath- or s ac' stud (see sac' @ Topplate studs uusu framingperpen- Bottom Mud sill Rr/4ff H W¢�W careen ` _ ` JOIST JOISTW/SHEATHING height, Ix .• p gtiL. I� II a�rr- 611s�Eepe ° ` IIw W/SHEATHING SPLICE OVER RIM JOIST Z w L=r T II Call- rein, is Sides of screws, max., max., size std st'l Stud Plate splice, TO edge ported or rim or dicular plate to anchor to min -� T 2r tc1=1%' lee g> x p 3 w rn Min s.77• • :.a Nails are BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL r • I r 0 z0 ij °z0 1 2r �, ( s i1,,, Min.renal notrequured al PER PLAN :.I PERPLAN Out Eh,plf min. wall size ft. in. min. specs) spat g,ln. min. mill. naik g edges rim blk g. framing. framing. concrete embed ili41 L �wn� bin.- gun. Alin length is2x6 hbarG area. ALT.WALL SHEATHING NAIL OR SDS PER TABLE CODE MIN.NAILING i777 -1 i� _rC STOPS OR IS ALT.NO SHEATHING Detail Detail Detail NM & SPLICED HERE Wen Yer-53emwrll Foundali,n SPLICED HERE ;all ._ O en Sin and Lonerll Fuunealre - C. _ -14'Mln.endtlislance nil, II� II� KD1) D2)) R". K �awOO q �3 p wer €rd-0t-WYIIArgIRI sa — II WageI 6. II ? PLAN AREAS ldln.E Cy1ia' enumX ar 'OM RWALL.B T40NOR /6 4 C1nt1' W o 3 3 one: 10 24 larger Sawn + sheathing Con't N o IX Q U- rr0.5' ▪ 17_� • 6:'1216Z} . �_ STRONG WALL SB ON UPPER �161I either per Arch `' rl C°Wit Tblltig, or sheathing °f /g MAIN FLOOR 1 353 SQ.FT. Woz`a --UUU77 -f-f- c LEVEL FRAMED FLOOR 48 lap sheathing Titen HD, ' — W °0 o w a PornlAnw-Diemwall Fonndrlmn snip 1681 OSB or side. p '1l '1 I'r �F NA ri ,i H2.5: or or 16d Na� z End-el-Wens kaliretlon ' SIDE VIEW FRONT VIEW 1r YY O d 16 16 ,'G6 Sawn 6.1L'rL'16 L- 2X Wy 1 V- LX lEH or tit or V4r' a 1'� z� O O .e . "a` _ �/ �� 7/160SBSHEATHING SNG-WAL 120 pl vo apply 2 ' `, SDWC- 611 or UPPER FLOOR 1 ,573 SQ.FT. amN o t I SIMPSON STRONG-WALL SB STRONG-WALLS 1 bd LTP4atvslu-- Or o 0 0 TWEK HOUSE WRAP PER CALLOUT a�n Z r z U 1- A 5 PERCALLOUT 4d directly 15600: .v SDS nSIDING MATERIAL 1, .-,--.1 2 X 6 WALL Sawn max. r�. u u I�� 36" ,''11 ar BASEMENT 1 ,083 SQ.FT.• a 1/2"SHEETROCK I tO studs 22 '.1 24 12 - W112E1 .� �e HGA10 1_ X6 6112 12 SI--I_ tpplcal eetall rill,Strap EXTRA RIM BLOCK ': I or L rr • =I_ r 1 1/2"GYPCRETE FOR i - ! !Walled Over SheiHfllsp ANCHOR BOLTS ,o , .fi max w O a 'li _s ur - _ - RADIANT FLOOR HEATING HGA10 PER CALLOUT ,T i z -x~ 1 • �Yrl_I _, .a r " 3/4"OSB SUBFLOOR TOTAL LIVING AREA: 4/QQJ SQ.FT. `�— s d :f.•- " Min.rBESiSr .-0 f NEC SSARYAS BOLT 4 4 tr .s • - - 1t Con' [fAy� ..:I 2 _ r ( 01l FOR ANCHOR c ! .. l l,,F.7 . , �x. 01 J l . t ° STORAGE / UTILITY 161 SQ.FT. G' R r �< OWNER APPROVAL sedfan Wier- i/c STUD �" U,_ STUD STUD �{{ a n �-""'�.M: 31em'eellFpnndepon Section Vierr-Stemwel4 Found/IWO / ` 7���T Y / 'tF 1„`'fL1" 1V4S�fL' ,�11��77 r ^ �'+.1 � p�{ MldwaH APPliratisn End-W-well Appncalmn '1'Min. min or 2� 117/8"BCI FLOOR JOIST) ANCHOR BOLTS • ryr r'Y (same) (same) (same) (same) 16 (same) (same) (same) (same) (Same) 2x (same) (same) n (same) tL11 , y .''qua ��y L� 'yi'.- GARAGE 725 SQ.FT. -i-..f . C• , ` INITIAL: end distance �r 2%L. EXTRA RIM BLOCK PER CALLOUT 350 f f1 of 12 or 4 5 v TYP.SHEARWALL TOP CONNECTION 4l SDS 4i.i .. ` '' •-FRAMING PERPENDICULAR6" PAGE#: TOP OF SHEAR WALL @ TRUSS HEEL TOP OF SHEAR WALL @ ENTRY & REAR PORCH 195 SQ.FT. �ll .� f (D2) TRUSS OR RAFTER RAFTER OR JOIST NO SHEATHING SPLICE s TRUSS HEEL RAFTER OR JOIST Con t ‘silita(3731-4:36::::32.". . NO SHEATHING SPLICE N SPLICED OR STOPS 6301 3/12(216 sht'grr or OPEN BALCONY 331 SQ.FT. �' S 3 ROOF EDGE NAILING `L/ ROOF EDGE NAILING S / �w �� 3PW ( me) (same) (same) (same) 16 (same) (same) `- ( me) (same) (same) 2x (same) (same) (same) 3311 TRUSS OR RAFTER 450 or.(2a12 4_5" SDS��EiB �I CONT.BLOCK!G i1 IL��CON'T BLKG aTRUSS BL.CK OR IIi�= �IT ,I LLo AI OTHEeF LHT - - `' 'R 4" COVERED BALCONY 224 SQ.FT. 1 RIM OR CON'T BLKG coN•r Blo K JOIST OR RAFTEROR RAFTER Ili 1 j RIM O CON'T BLKG II I PAGE: ter.- _ — _ I'I® - H2.5 OPTION I�:�- H2.5 OPTION H1 OR H2.5OPTION ALT.,NO SHEATHING TALL HEEL TRUSS II��g� rc� SHEATHING OR �� for OPEN DECK 122 SQ.FT. OR SPLICED HERE �� H25OPTION STOPS HERE �� SDWC156000PTION SHEATOR HING STOPS CED HERE OR . �}r} /'yII 4/ 4. „ SDS 6.-1-6/1a'1�e C c6.��, IF SHEATHING SPLICED III SDWC15600 OPTION /''{� +00.' 1,2 or both A '} 24 'y v J1JJ .'wy el ff.J� 21 of 21 SDWC15600 OPTION �� TOP OF SHEAR WALL HERE,USE H2.5 OR OR I I 51J`a'S,T I�VLLl 1?}.0- 10 L.�'i (same) (same) (same) (same) NA (same) (same) (same) i' II SDWC15eoo Sowctse000PTION I (5(5 /p 11 - / 16 [11I 1C �.../>, " � L i I PER PLAN III II '1 PER PLAN EAR WALL a4141 Orp �� f C{• 7 COVERED DECK 154 SQ.FT. L/ �/r~ for 5/8 mo 1T6M.S if5H L( .