Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File BLD-2020-0279 2802 Oakes Avenue (10)
PROJECT DESCRIPTION NEW SINGLE FAMILY RESIDENCE ZONING TYPE: R-2 CODE COMPLIANCE ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCES AND THE FOLLOWING: - 2015 INTERNATIONAL RESIDENTIAL CODE - 2015 WASHINGTON STATE ENERGY CODE - 2015 UNIFORM PLUMBING CODE DEFERRED SUBMITTALS 1. MECHANICAL HVAC SYSTEM DRAWINGS 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS 3. NATURAL GAS DISTRIBUTION DRAWINGS 4. PLUMBING DRAWINGS 5. ROOF TRUSS DRAWINGS / CALCULATIONS 6. FLOOR JOIST DRAWINGS / CALCULATIONS 7. LANDSCAPE PLANS 8. LIGHTING PLANS 9. CABINET SHOP DRAWINGS 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS 11. FIRE SPRINKLER (IF APPLICABLE) 12. SOLAR PANELS (IF APPLICABLE) 13. ELEVATOR PERMIT (IF APPLICABLE) DESIGN INFORMATION BUILDER: STRANDBERG CONSTRUCTION, INC. P.O. BOX 319 ANACORTES WA 98221 360-293-7431 PROJECT INFORMATION PROJECT ADDRESS: 2802 OAKES AVE., ANACORTES, WA 98221 PARCEL# P 134590 PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. FIRE AREA: 5,425 SF FIRE FLOW REQ. = 21000 J. STERLING N DRAFTED BY: o J. STERLING z T 1/4" = 1' U.N.O. DATE o w H 05-14-2020 ry a 06-30-2020 07-0s-2020 01-19-2021 E O U O � 4- U N L 0 m Q O U O > 2) L.L z W 0 t3� (n co N -0 w Q OO 0 co Z m U LL N J J O Q 00 m a- Q 0. co DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. IF]HIIE 1B)1KU1lN\1E1K 1K1EbS111D1El\\ CIE JASONS@STRANDBERGCONSTRUCTION.COM w ui DRAFTSMAN: JASON STERLING - STRANDBERG CONSTRUCTION INC. ZHOZ OAKES AVE., ANACORTES, WA 98221 PROJECT TO HAVE FIRE SUPPRESSION SYSTEM v W JASONS@STRANDBERGCONSTRUCTION.COM OR HAVE HYDRANT ACCESS TO MEET CODE O W � LAYOUT PAGE TABLE REVISION TABLE Z p o 1-- PG# TITLE COMMENTS CONTRACT DATE PG# DATE DESCRIPTION w w Q N COVER SHEETuj co Cl SITE &LANDSCAPE PLAN 0 LL]� U) C2 STORMWATER BMP'S � z Q C3 CURB, SIDEWALK, AND DRIVEWAY a � o AO ARCHITECTURAL NOTES m co N Al (FOUNDATION PLAN A2 FOUNDATION DETAILS z> aQ zLLz� w000 Dz Uo O FQ ZOwwK A3 BASEMENT FLOOR PLAN W5z° 'lH awUa a ZZpUK �HpU2 A4 FLOOR FRAMING PLAN w a�zz� i3Q<O o- 3-.:U�m p W Q zawwa A5 MAIN FLOOR PLAN _ ZxOOD m��00 �Wzm n�aw� ' ) UO?xa z0�W2 w�Wwp v♦1 A6 ROOF FRAMING PLAN W�azz �ao�o <?~�0 a A7 ROOF FRAMING DETAILS W 01o1z pOZUO 0 -- UOz�� z_.zi� O 0 zzoQz A8 BUILDING SECTIONS O zW as '°z== Up-aa 06O 5 U Q'noo <==w A9 BUILDING SECTIONS aw, 1 z~z 0ox 4` F z U I o O0mQ A10 EXTERIOR ELEVATIONS z<z' �° Al EXTERIOR ELEVATIONS OWNER APPROVAL SO STRUCTURAL NOTES INITIAL: PAGE #: si ENGINEERING INFO BASEMENT PLAN S2 ENGINEERING INFO MAIN PLAN L1 EXISTING TREE PLAN L2 PROPOSED LANDSCAPING PAGE: 1 of 21 4" VINE MAPLE _ / � , CJ = ' = °o �- O •' • \ DESIGNED BY: N 85-D15'14" E 114.40'---------------- �- TOP OF STEEP SLOPE LANDSCAPE LEGEND --------- �. e 97.98' Cj - - P - -- � -�� � ,. —�� B EXCEEDING 40% LAWN AREA OR o M � M SEA c2DRAFTED BY: P�E NON -- N � `nI ,- �= - EXISTING/REPLACED 16K42 N v " 1 O- J. STERLINGca HAG 100 VEGETATION � ! _ - \ vJ o C2 "IF APPLICABLE �` O \\ \\ `a ��NP ; ARP` �- G tis, CONCRETE DRIVE " U.N.O. y OR -� RR LINE TABLE �/s = 1' EDATE RUNOFF FROM DIFFUSER TO BE OUTFACE v' / BEARING DISTANCE / \ � POINT ON PROPERTY OUTFACE DIFFUSER �� � •nciQ ' a � � 05 14 2020 z -L� PAD TO BE EXISTING ROCKS. E �7`@' • � � �"''° • 0 " 5 m= IF APPLICABLE ' °�''a',• O - - C2 .., �m a '� MULCH - PLANTING BED N 31 °27'27" E 10.00' 06-30-2020 %r/S' � \ CEDAR TO a 'BE REMOVED �? V O 1 11 1 B is - _ 2 N 5 7 4 7 3 3 W 13.54 07-0s-2020 4"ALDER 16.AL°� ,qz EXISTING BEDROCK '# 6"ALDER tt — ROCK OR ALLEN BLOCK WALL 1 l / \ v/ SWALE � (FINAL DESIGN T.B.D. +/- 5') / 01-19-2021 m �• °=s TF 6„ALDER E O' 00 SETBACK TO 171 \� z \ A,- A mom` R��+ ,4 C2 c STEEP SLOPE DECIDUOUS TREE (%� 12"ALDER---� *• I\ Q '^�' ,pco p •••UUU y6 EY Y D 12"ALDER' / K• \ �nO (1� PROPERTY P CORNER Q 4WINE MAPLE iF (n G2 IF APPLICABLE I o p,LP` Gp NP B co REBAR & CAP ° /- 26"ALDER *,, 0 U� \ LLJ IF APPLICABLE O V 7 O M TYPICAL " ' �, \�\ PROv OR'( C2 `' L- fr Q) ❑ G2 � 8' ALDERS fE O ,P \ \� p,P �P \ x 25' @ °�'� ° o c2 \ �1G�\SNP \�N \GP�R So�c`4,'' �AO�� \\ @ 6'ALDER �O�EG o ���\ovsN� CONIFER TREE REMOVE YARD N \ ` G !�V \O \ .N Q i DEBRIS&TRASH _ �L\ �\�G P�R -- Q` \ O / �NO \ o 70 CI / O Q G2 IF APPLICABLE @ \ \ P �� p}� YE O m : SWATTARM ATEDISLA ISLAND OUNTYDESIGN CATCH BASIN PER ATTACHED = y - so� �� to SHRUBS PLANTINGS z APPLICABLE PER ATTACHED ISLAND COUNTY DESIGN *' � _ UPSIZED5"HDPEPIPE @2r SLOPE MIN. 3�' STORM WATER MITIGATION DESIGN ` A ��\�NP� � ROOFG TE \ y `� �' �> � � o UPSIZED PIPE TO HANDLE EXTRA 813.17 SF ,�' \ OF IMPERVIOUS BEYOND DESIGNS STANDARDS \ m \\ C2 R�\O�rjPP TIE INTO L. z 4" VINE MAPLE TOP OF STEEP EXCEEDING 40% oN�M - -- oa�°� ,- y G FINAL LANDSCAPE DESIGN T.B.D. \ \ "Sw` S F . \ ` ° MINIMUM TREE DENSITY m -� 50v �• LINE BEA �' v vv o .. * � IF APPLICADLE � � � ,,J, ' N \ � �� �� ANACORTES MUNICODE-16.50.070 J LL ,, cz O X/S / N 31 27 \ TIE INTO L. _ 7 3) 0 Calculation of the Total Tree Units Required. The total number of tree units required F F - 6 3 �j, i% eT NG S @ 2 N 57 47 3 IN To TL — to be provided by a regulated project or tree conservation permit approval listed in � ceDAR To � 0 � ° 1 TIE � s �' BEREMOVED O _ _ 0 .0(V Section 16.50.100 shall be calculated by dividing gross site area, minus any public \ 4 RDDKDRALLEN BLOCK WALL RF B h'S ,— A F 5 3' 0- or private street rights -of -way, by one thousand Table 16.50.120(D). The result of the OU / IFINALDESIGNTB.D.+�-61 it/� �� �, A `m \V o calculation will be the total number of tree units required for the project approval C: A 30' SETBACK TO m \ y J► (� within the building site. TREE CREDITS MET BY EXISTING TREES. VERIFY. 0 Rev STEEP SLOPE \ �� (O CV 0 \\ \ �' LOT SIZE: 34,068.6 SQ.FT. TREE CREDITS REQUIRED: 35 N S<O (Q cz \ ENGUSN'cNJ\CNN\\Gp`LR�P o�cK�SONOEa C �i i =� O s EMS �RER�Eo��°" PE�a��ogPP ,��>, N,'-� v �( 0o LOT INFORMATION CP O 0 S p C\�ow /� J L LOT SIZE : 34,069 SQ.FT. z w LU 0 L OOFSCUPPE � � � > Z � � W M -0 ATCH BASIN PERATTACHED 9� Q N� t / Q IEINTOTL. 'V — 0 Co -7 -0 S RM WATER MITIGATION DESIGN 0 f� � CLEARING LIMITAREA: ENTIRE SITE Q X (6 / c v' W � � o \ �y�� R SHORELINE AREA BETWEEN TOP OF SLOPE AND 200' LINE: 8,161.9 SQ.FT. _ J Q SFR o ��, N �a vv , ���c �'�� - �� (lam, ° - O z C-0 . w FF = 63' q �O \ 7�Glg F E i N MAX IMPERV. ON SHORELINE AREA (30 /°) = 2,448.6 SQ.FT. om 11 Q co \ 914�� \ / TEOIN CIP ACT. IMPERV. ON SHORELINE AREA (29.9%) = 2,447.2 SQ.FT. BF = 51.73 v ��� v"v�G ' 60 co c� ` v 2 MAX BUILDING COVERAGE (35%): 11,924.0 SQ.FT. Q -! oo \ \ \ \ N W o, \D PERVIOUS PAVE ACTUAL BUILDING COVERAGE (10.06%) = 3,429.0 SQ.FT. O -� vv vv�'2 w oGvv - ZO �v vv v O IMPERVIOUS ROOF AREA W/ OVERHANGS: 3,541.19 SQ.FT. W �z 0- IMPERVIOUS DRIVEWAY & SIDEWALK AREAS: 2,575.81 SQ.F OLL w O N\N.TIE IN:YOTL. C2 PERVIOUS VER3 ' EG OOFGUTTER —rP �O ^ A Nmi TOTAL IMPERVIOUS AREA: 6,117 SQ.FT. Z O r ° U TREE TO PARCEL# P 134590 Q %- v BE REMOVED Q IVOIE BE REMoveD G G ADDRESS: 2802 OAKES AVE., ANACORTES, WA 98221 W A A \ \ v -� <J V �� \ 3 CAR GARAGE `�cr vv v �� �� S� vv U 00 FF = 63' t� 3 CAR GARAGE OWNER: BRUNER W v C1 O : Y GP gP \NE v e t A \ V A \ 6Jr- - cz \ \ 7 ON \ / \ _ O \ SC ----- _ ' �' SD a \ �� ///111DO s�N •� FF 63 - NOTE: Q CPTGN \ r \ I L �' E �yN /S\GNt`\N G\�-�\.�N� \ CLEARING LIMIT TO BE ENTIRE LOT W W V TREE TO \ \ � BE REMOVED �70 �°D ,,,. \ 6-..-____ \\ P �T �� vZ� pOv� v� o ����� v _-__o-STANDARD HIGH VIZ. CONSTRUCTION Q z TREE FENCE TO BE INSTALLED WHERE HIGH VIZ. LU ym FEREMOVED w ,� \ -SILT FENCE N/A. 1,322 SF DRIVEWAY V A �(\ A \ � v\ \\ �v W �� TREE TO \ v O m oa \ \ - CUT AND FILL AREAS TO BE ANYWHERE HOUSE, G . ` \ \ > A BE REMOVED -'� \ DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL 00 P o cn r k' APPROXMATE DEPENDENT ON FINAL GRADING. OP 3 �V VV P PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 33633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. \ \ \ I F SOIL STOCKPILE 16"CEDAR SPRUCE \\ \ \ \ � 1 �-_„� \� 11"PINE \\ \ `� \\ 36" DF - ` �R� /VVA,Y \ W ocz Rseo cS �.L \ I E I Qy I v 12"DF G \ V \ I 11"HEMLOCK C) I I V F— P \ \ O 0 \ uj d S���P�� Oz N59 \ �N \ \ O� FI 23,,E I 0 N6$ d O P I EXACT LOCATION OF SS STUB UNKNOWN. \(VERIFY EXACT LOCATION) WATER CONNECTION FULL SITE LAYOUT AL °s�N� TREE TO vv vv vv ` - VERIFY UTILITIES EXACT STUB AND HOOKUP BE REMOVED vv LOCATION WITH SUPERVISOR.¢ LU 1,322 SF DRIVEWAY v w=o0 \ \ O U V \ o \ MAX 20' WIDTH DRIVEWAY ENTRANCE @ STREET LU W�z� � 6) ROOF GUTTER a �, \ (AMC 19.53.030) 'zo0w \ IE IN TO T.L. C2 < ¢ vZi o RUNOFF FROM DRIVE NOT ALLOWED TO NNQo SHEETFLOW TO STREET ZaW Wa U^ Oxxza > �\ \ (AMC 19.76.070 - CONVEYANCE) vJ =W2o` 3w _m 0 z O > W ZO O MINIMUM REQUIREMENT #2 BMP'S z° o W z < WZ3Qadzz O BMP T5.13: POST -CONSTRUCTION Q J �=W00o VIP/— FX C2 SOIL QUALITY AND DEPTH J °Z WWN2W° • ��� NGp ZZFZo / oQz F o B OQZE_ RS °o BMP C233: SILT FENCE �D-�� Ozw W C2 o000U \ \ pA LU 6 zz ¢�700 mmFO � C BMP C105: STABILIZED CONSTRUCTION OOOM C2 ENTRANCE / EXIT ��nn X2w° i 13" CEDAR V J z° Z;c F =a�° `U C2 D STORM DRAIN INLET PROTECTION ~Z B \ C2 C2 \\ \ \ SOIL STOCKPILE 1-40.20-00 16 OWNER APPROVAL A ' E BMP C123: PLASTIC COVERING C2 / SOIL STOCKPILE INITIAL: 15" SITKA SPF PAGE #: \ \ J ill, Pil F BMP C123: PLASTIC COVERING '254 SF c2 / SOIL STOCKPILE \\ \\ o N C 1 \ \ 36" DF \ \ CD C2 BMP C154: CONCRETE WASHOUT AREA PAGE: BMP C130: SURFACE ROUGHENING 2 of 21 0 BMP C154: CONCRETE WASHOUT AREA 0 BMP C235: WATTLES 0 BMP C105: STABILIZED CONSTRUCTION ENTRANCE /EXIT A 0 BMP T5.13: POST -CONSTRUCTION SOIL QUALITY AND DESIGNED BY: PURPOSE PURPOSE PURPOSE DEPTH J. STERLING PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW, COMPOST, OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO PURPOSE AND DEFINITION c� DRAFTED BY: 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 o N ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF, AND CAN CAPTURE AND RETAIN SEDIMENT. WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. INCLUDING: A INFILTRATION; INCLUDING: WATER INFILTRATION; NUTRIENT, SEDIMENT, AND POLLUTANT ADSORPTION; SEDIMENT AND POLLUTANT CONDITIONS OF USE ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH. WATTLES ARE PLACED IN SHALLOW TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES. SEE FIGURE II-4.2.14 WATTLES P. ( CONDITIONS OF USE CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION WATER STORAGE AND TRANSMISSION; AND POLLUTANT DECOMPOSITION. THESE FUNCTIONS ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL J . STERLING s' co CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: 378) FOR TYPICAL CONSTRUCTION DETAILS. WSDOT STANDARD PLAN I-30.30-00 ALSO PROVIDES INFORMATION ON WATTLES SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION TOPSOILAND SOD. NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES C co 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, IT IS NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATERAND WASHOUT OFF -SITE (READY MIX PLANT, ETC.). ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS, THE CONCENTRATION OF PET WASTES, >1 co CONCRETE TRUCKS, PUMPERS, OR OTHER CONCRETE COATED EQUIPMENTARE WASHED ON -SITE. NOTE: IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION. ON LARGE COMMERCIAL, HIGHWAY, AND ROAD PROJECTS, THE DESIGNER SHOULD AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITYAND DEPTH REGAINS GREATER 1 /4" = 1 U.N.O. m 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON -SITE, THE WASHWATER MAY BE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN IN STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE PROVIDES INCREASED TREATMENT OF POLLUTANTS a) FORMED AREAAWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. THE INITIAL CONSTRUCTION SWPPP. IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION, AND MINIMIZES THE NEED FOR SOME LANDSCAPING DATE GROUND WATER. THE UPLAND DISPOSAL SITE SHALL BEAT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS, OR OVER WINTER MONTHS. TAKE PLACE; ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. CHEMICALS, THUS REDUCING POLLUTION THROUGH PREVENTION. o w DRAINS, OPEN DITCHES, OR WATER BODIES, INCLUDING WETLANDS. ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND LIMITATIONS ~ - THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE. GENERALLY, WATTLES ARE TYPICALLY ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL 05- .1 14-2020 iY EFFECTIVE FOR ONE TO TWO SEASONS. AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH WILL PROVIDE IMPROVED ON -SITE o - 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 06-30-2020 RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITYAND DEPTH BMP BE APPROPRIATE DESIGN CRITERIA NOT TO SCALE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS - INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND 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. G 07-08-2020 3m Minimum AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND AREAS WITH HIGH RAINFALL, THE TRENCHES DESIGN GUIDELINES SHOULD BE DUG TO A DEPTH OF 5- TO 7- INCHES, OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. - SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT LAth and flagging on 3 sides - START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP. SPREAD EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. PRACTICABLE. IN ANYAREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO 01-19-2021 Sarldbag - 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 Berm ,ar�tltlag INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. O PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: N MR pla,,tit liniR,g - IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. 1. ATOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, AND 5% Z ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. CJ Varies0 A0 - WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF t INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE W Q) •, k STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, 1< 1 �,, f ' ABOVE THE WATTLE. WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. Berm MAINTENANCE STANDARDS 3. USE COMPOSTAND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS 2 WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOILAND THOROUGHLY ENTRENCHED, A. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE1. I0j�j ESPECIALLYAFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. 1 00'min. COMPOST SPECIFICATION FOR BMP T7.30: BIORETENTION CELLS, SWALES, AND PLANTER BOXES (P.959), WITH THE0 70 o 91. Section A_A EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN 14 nWl plattit liming ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN Plan ?Dotes: RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND m 1. Actual layout LOWLANDS REGION. o de6ermined in the field. B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING A. ABOVE; OR }� Type Balavir Grade*� 2. A rorrtrete washout Install drivswa y OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING Z sign shall tr9 installed cuWrt if there is a THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. o wilF7in 14 rrF of SYue roadside ditch present 4„ f:, quaRY THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. Z 3m Mifilmum temporary Goncretr3 spells L IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE waxtwui Facility. METHODS LISTED BELOW:Im 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. E 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED m tiW)od Frame RATES BASED ON TESTS OF THE SOILAND AMENDMENT. B� B &Wmrety Fastened Geatexlilu 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST.4 2 WOL0d WN" OrlNre ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE0 - 9. perimeter with two 3' _ 4. APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. w J stakes Varies 14 mil: 0 (1-2"MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE LL DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. plastic lihielg , , , rk Slake {typ-) l i 6 min. Notes: 1. Driveway shall meet MAINTENANCE - ESTABLISH SOIL QUALITYAND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION. U O iranw rrrfls must tie 1 Ja` 12' minimum thickness 1he requirements of the - PLANT VEGETATION AND MULCH THE AMENDED SOILAREAAFTER INSTALLATION. Section B-B -along stop- k AdjaC@M rolls 4- placed { permitting agency. -LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. U nl 10 Mai 1phshn in'eag tarrLbursMall tightly aLut - REDUCE AND ADJUST, WHERE POSSIBLE, THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER N Two-sf,acked 2_ It is recommended that Provide full width THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. 00 v) 2xl 2 rough Plan wood frame the entrar be of ingm sslegresx re crawried so that runoff area C: Q 0 k , Type "Abave Grade" with Woad Pranks drams Off the pad. 0 LL LLI °' cn D NOT TO SCALE � Z M 0 co W � _0 P3'I 1IT - 2T ) � W � a O O cM -f--- o Q LL o . z � Fiur II-4.1.a Figure II-4.1.1 Concrete Washout Area Stabilized Construction Entrance M DEPARTMENT OF Revised June 2{l15 acinig de-P ertids r5khsniliyprfand D€PAftTMl=t+iT OF Re%Ased June 2015 ECOLOGY s6bpe to pn ss 3edirr rd, �rga lio matter. JE C O L O G `f Pleasrx see loft 1Avww.ec .wa. wb hl.hlml fur co r ld ruxioe inGudin ermissions, P� Y 90 oAYm3 Py ig 9P Pkease see htF lAv w.ec .wa. v t.htmlfor co ht notice indudin permissions. �- Y 9� Y PY� 9 State of Washingkon fimil!aiion of liability. and di- €ci nser_ arrd native Seeds ail Slate of ashkrFgt R limitation 4f Gahility, and disclaimer. w caplured behind the Toff. U 0 BMP C130: SURFACE ROUGHENING 0 STORM DRAIN INLET PROTECTION 1-40.20-00 U;z Purpose: _ SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE 0 BMP C233: SILT FENCE W N Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity, increases infiltration, and provides for sediment THE BIGD SHALL HAVE A BUILT IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). O UJ trapping through the provision of a rough soil surface. Horizontal depressions are created by operating a tiller or other suitable equipment PURPOSE LL LL on the contour or by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such as seeding, mulching, or sodding. 3- - 5' (75-125revn) 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A z Q TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW. SEE FIGURE U CONDITIONS OF USE: - All slopes steeper than 3HA V and than 5 vertical feet require surface roughening to a depth of 2 to 4 inches to seeding. N. 0'- 1IF' Dia. { ' 1 (21NI-2NMrro) 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). II-4.2.12 SILT FENCE (P.369) FOR DETAILS ON SILT FENCE CONSTRUCTION. z greater prior T- - CONDITIONS OF USE Z - Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place.` - Slopes with a stable rock face do not require roughening. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH, THROUGH, OR OVER THE TOP OF ui — r Q N - Slopes where mowing is planned should not be excessively roughened. Live S#aka- 1M1 THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. J (V SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS U 00 w �,, OF OVERLAND FLOW. CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TOASEDIMENT POND. y, i' x 1" 5tako (25 x 2 ) 0RUMcE OWE Flu. DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES. SILT FENCES DO NOT PROVIDE AN ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. > f L.L Q { k NOTE: ORATE FRAW _. _ �� f W W U) � � 1_ Straw rail irlsrallation requiAeLV Mao niriwlaeA SgCur6gtaWrlg of the roll in a Li er7oFk 3" - 5" (7 125nim) deep, clop on cnritatrr. o _ , a ° ui w �� , � ' s®rrr uao aeries {l[y � ��� ��' .N.� ' Q Runoff muss nu4 be allowed to run under of a�oruld r48. NOT TO SCALE U 1 O���W .�.y�.-h• 4� ' ��� � �- � l A ?A'` P b K e eecaw Baer ware aevrr� Joints in filter fabric shall be spliced P O N Figure 11-4.2. 4 � � at pasts. Use slap les. vare rings or O _ s Wattles FLTEM R equivalent to atiaoh Fabric to posts M co ° DEPARTMENT OF Revised h DvL%MMr 2015 2"x2' by 14 Ga_ wire or equivalent. N �. if standard strength fabric used � ECOLOGY � � Phase s� k�ftplJLrwrFx_aty_w�. pOwk'�yrighf.htrth' fbr �pYeigkYL r1rSGtra antA�tlillg rnissibrrs, State of Washingso-n fimilatiorkofbabilily,arrtl dais e ° a o o Z > a zLLz� Q BMP C123: PLASTIC COVERING Tfa&3 ngwith Machinery up andd&wn � � � � ����� �-11 A b °t�¢ tl: a slope provides -qF ves that w4l PURPOSE: s a 1 1 1..` ° � cwi o o cats fh Seed, raordall_ and redu09 runoff. + S=6 %N;;L PLASTIC COVERING PROVIDES IMMEDIATE, SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. VIEW as°gN ZWOUw CONDITIONS OF USE: ' '� SCALE l ' M 3 Q w o Tracking PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, -- rT------------------�� W 3,,5Qm EXCEPT AS STATED BELOW. l l I l Z w w W PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. NOTE: THE RELATIVELY Minimum l fi max l Z W N W N RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM (GREATER THAN SIX 4"x4"trench C I o= > MONTHS) APPLICATIONS. DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE =mowZ M. m�=¢ � a w r°Z o W, o X, <2 w" w w o _ ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. Pastspacing ma be increased y 2"1[2 wC/pd posC3, steel 8' if backing is w 3 a O z PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON -SITE to wire used fence posts, or equivalent °X �<- Z a a ° o k MEASURES TO COUNTERACT THE INCREASES. CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY oRAlHAGEaR"TE CLEAN WATER AWAY FROM THESE AREAS. RECTANOl1LAR GRATE SrioYVH RETRIEVAL SYGM fzYP.i A X, ozo � z ZWo TO PREVENT UNDERCUTTING, TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. a W �mQ WHILE PLASTIC IS INEXPENSIVE TO PURCHASE, THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL, AND W HSI ° o DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL, UP TO $1.50-2.00 PER SQUARE YARD. WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. 2"x2' by 14 Ga_ wire or equivalent. Z a N ° Z Zw as THESE MEASURES INCLUDE PLASTIC COVERED BERMS, CHANNELS, AND PIPES USED TO COVEY CLEAN RAINWATER AWAY if standard strength fabric used F U -> > W o Z a % FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED SLOPE WITH DIRTY RUNOFF FROM A PROJECT. 0a °ii ZwU00 (15rn) (1 5a nlnl) } a w 0 N LL l filter fabric O ti o 0 0 o FZUH 2'min �a�o o"mQ 3 1 Contour F u rro � ) \J ?az2 w �o ~ BELOW INLET GRATE oelneE ove�sow rrrpnss (rip.) N- Ma_ximurn Backfill french with sr�Te native soil or " - 1.5' washed gravel 12" rrnn . OWNER APPROVAL Groove$ will .etch seed, fertiYirer, �� �VOMINGTOR REGISTEREDLAINIPSCAPE„ Minimum MuV-h. rainMlk and decrea rurroff. , ��•'� � 4"x4" trenc�tF INITIAL: MARK W. MOI)R PAGE #: NOT TO SCALE laolrl�rmc ylEyy ❑eFmFic"-rr: NoO..Ooassa 2"x2" wood posts_ steel fence pasts, or equivalent NOT TO SCALE ��w�iPcawRwgrm�-Nie+vetw.a..Y- 6,T�1MN9P�� VFW-YIAO-iR�Y STORM DRAIN C2 J -{yi�. 1 a Figure 1 I I Surface Roughening by Tracking INLET PROTECTION Figure I I-4.2.1 and Contour Furrows STANDARD PLAN 1�0.�-00 �� � or � �� Silt Fen PAGE: DEPARTMENT OF ROvAod Jund 2015 APPROVED FOR PUB "TM �°�k� "' °��°�°' DEPARTMENT OF Revised October 2014 ECOLOGY ECOLOGY 3 of 21 Phase sale h L+w�x_scy_�ve.gorJc bar copy rinli o a}�iphthtmf ighh including perrnissior aT � Please see h fp. A,9 v.ecy.wa.gowtop}ri�grht.htmlfor copyright notice including permissions, State of'Nashingtor3 fimilationofhability_and dbudWrrer_ Slate of 1+tiias4rngton limitation of kiahFlily_ and disclaimer. STANDARD PLAN F-10.12-03 - CONCRETE CURBS STANDARD PLAN F-80-10-04 - CONCRETE DRIVEWAY ENTRANCE J. STERLING MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS DRAFTED BY: J. STERLING ____________________________ I I VARIES (SEE CONTRACT) FACE OF CURB VARIES 12" TO 24" FACE OF CURB FACE OF CURB i - FACE OF CURB VARIES 1" i0" TO 22" 1" 1• [IN) R. {SEE CONTRACT) 1" (IN) R. MATCH ROADWAY MATCH ROADWAY 1 6 112" I I I 1 5 112" 1" I 1 1" (IN) R. I 112" (IN) R. MATCH ROADWAY fi iJ2" VARIES FROM $" (IN) TO 0" (IN] - MAINTAIN 1H : 6V SLOPE VARIESklN).ON SIDE OF CURB MATCH ROADWAY GROOMED (SEF NOTE 1) -� FINISH (TYP.] y r /7 -� �� CEMENT CONIC. PEDESTRIAN (WHEN SPECIFIED IN CONTRACT) SEE STANDARD PLAN F-i0-12 % VARIES [SEE CONTRACT} - BROOMED DRIVEWAY 318" (IN] EXPANSION JOINT (TYP.) - _ F11VIS! I [TYP.) CURB (TYP.) SEE STANDARD PLAN F-30.14 (SEE NOTE 1) ENTRANCE \ �'^ SIDEWALK (TYP. ' 0 1 /4�� = 1 U.N.O. DATE SLOPE SLOPE ° y - 112" (IN] R, 112" (IN) a 1 I SLOPE 112" I I R. a ad 112" (!N] - ROADWAY -SLOPE (IN) R• -- 1i2" (IN) ROADWi4Y 318" [1N} EXPANSION JOINT CEMENT CONIC. 3" (IN) R. {TYP.) -SEE STANDARD {TYP-} PLAN F-30.14 SIDEWALK CEMENT CONCRETE � I , SIDEWALK S 05-14-2020 H z a ROADWAY ROAD Y R. 1 a•_ P a p 1 . R m °2.0�_- y(SEE 7/1A I MRTCH SIDEWALK WIDTH CONTRACT) 11 112° 11 1/2" I I 1 1' - B" 1 LU FLUSH VNTH GUTTER PAN AT CURB RAMP ENTRANCE _ 112" (IN) VERTICAL 1 T - B" LIP AT DRIVEWAY ENTRANCE * j A SEE CC) I 1� j 7- -2 2 0 08 0 0 01-19-2021 1 1 1 1 i 1 1 DUAL -FACED CEMENT CONCRETE 1 CEMENT CONCRETE 1 DEPRESSED CURB SECTION TRAFFIC CURB AND GUTTER 1 TRAFFIC CURB AND GUTTER 1 AT CURB RAMPS AND I I I I i PLAN VIEW CEMENT CONCRETE CURB �% DRIVEWAY B CEMENT CONCRETE TAPER (TYP-) 1 L USE THIS DETAIL - - - - - DRIVEWAY ENTRANCES AND GUTTER SEE NOTE 3 5' - 4'� 2' - fi"_ � `_ DRIVEWAY ENTRANCE TYPE 1 CURB AND GUTTER NOTES [ } [TYP.} [TYP-) PLAN VIEW SIDE SLOPE {TYP.} NOTE 3) - (�j i (SEE B" 1° (IN) 112" (IN) R u R. g„ CEMENT CONCRETE CEMENT CONCRETE OR 111" (IN) R. - � CURB RAMP, LANDING, OR DRIVEWAY NOTE 1. 15' MAX- (SEE NOTE 6) VARIES 15' MAX- (SEE NOTE 5) GRADE (TYP-) (SEE CONTRACT) {TYP.] BREAK GRADE _ GRADE BREAK- BREAK NOT STEEPER THAN �� - +r I �' ROAD GRADE When the driveway width exceeds 15' (ft), construct a full depth TYPE expansion joint with 318" in joint filler along the driveway centerline. 112" IN LIP BETWEEN p 1 )j 9 Y {} See Standard Plan F-30.10. Construct expansion joints parallel _ ROADWAY GUTTER with the centerline as required at 15' (ft) maximum spacing when AND CURB,OR SEE {SEE CONTRACT} {SEE CONTRACT) driveway widths exceed 30' (ft). CONTRACT PLANS LL1 Q) 0 - J 1. X m • io ASPHALT CONCRETE 1" IN ( } ENTRANCE SIDEWALK OR PATH R _ - ■ VARIES FROM a s' (IN) 7a �" (IN} -�_-_- 1- See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing Gild see Standard Specification Sections 8-04 and 9-04 fbr --_ �f ° 2- n See Standard Plan F-30-10 for sidewalk details- 112" (IN) R. (TYP.) * 0. DEPRESSED CURB AND70 Plans � � � GUTTER (SEE NOTE 3} additional requirements. 3 PEDESTRIAN RAMP � - PEDESTRIAN RAMP . Curb and Gutter shown; see the Contract far the ..............................• � d fled See Standard Plan F-1D 1Z for design o 6„ F Curb n specified. ••�--- a - 31$" (IN) PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT Wr (IN) PREMOLDED CEMENT CONCRETE CEMENT SIDEWALK (TYP.) _ SECTION A _ SE (I T EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-34.10 4. Curb Details- DRIVEWAY Avoid placing drainage structures, junction boxes [SEE NOT£ 7} SIDEWALK - DRIVEWAY RAMP Z CONCRETE SIDEWALK) JOINT FILLER 1!2" (IN) LIP BETWEEN Or Other obstructions In front Of driveway entrances. 318" (IN) EXPANSION JOINT [TYP.) _ Where "GRADE BREAK' is Galled out, the entire length of the SEE STANDARD PLAN F-30.1p SECTION I C� J 9 w Z ROADWAY GUTTER CEMENT CONCRETE PEDESTRIAN CEMENT CURB CEMENT CONCRETE PEDESTRIAN CURB [SEE CONTRACT} [SEE CONTRACT) AND CURB (OR SEE line between the two adjacent surface planes shall be flush - LEGEND 21 AT CURB RAMPS, LANDINGS, 112' (IN] R- 6- (TYP-) a DEPRESSED CURB The Pedestrian Ramp length is not required to exceedl5 feet (unless otherwise shown in the Contract Plans). When applying SLOPE IN EITHER DIRECTION � 1 21 w AND DRIVEWAY ENTRANCES � 'RI�,� [SEE CONTRACT) AND GUTTER (SEE NOTE 3) the 15-foot max. length (measured from back of sidewalk) the a running slope of the pedestrian rare is allowed to exceed 8.3°/0- * 1.51" OR FLATTER RECOMMENDED FOR 9 P p DE5IGNIFORMWQRK [2°� MAX) Use a single constant slope from bottom of ramp to top cf 2 4 1rAS 'C� RI'; DRIVEWAY RAMP - 7.5°% OR PLATTER RECOMMENDED FOR ramp to match into the Sidewalk over a horizontal distance * DE5IGNIFORMWQRK (8-3°Jo MAX.) QV ash'! . � of 15 feet- R$ z '�G' J LL FACE OF CURB FACE OF CURB U- VARIES 12-TO 24, FACE OF CURB FACE OF CURB �° C�` "� _ _ 318" (IN) EXPANSION JOINT TYP.] - DRIVEWAY { (SEE NOTE 7] SEE STANDARD PLAN F-30.14 7- (SEE NOTE fi} 17 _ Beyond limits shown. Pay item does not include driveway. m VARIES 6 112' f 7114" } '� a SECTION j B } o See Contract Plans. "CEMENT CONCRETE DRIVEWAY o U 1" 10' TO 22" 1" (SEE CONTRACT) 1" R• 1" R. 5 1 211 1„ 3" 4"1.0 1 112" (IN) R. 04 34a63 � �,� G' J ENTRANCE TYPE 2" PAY LIMITS y "CEMENT CONCRETE DRIVEWAY 1 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 �, � ae6ao �`a ENTRANCE TYPE 1" PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE G 1 STD` O a-'' (IN) (IN) 112" (IN} R 1" [IN] R 10 (IN) R. ssl L �yCs� 1L CONTRACTION JOINT '�§'1�1 EQUALLY SPACED 4' - 0" MIN- OC_co ROADWAY - ROADWAY ro '- o ijp a ' e b - a so ROAIYWAY � � � ROADWAY ° Barry, Ed z DRIVEWAY ¢ (SEE NOTE 7) lJ +1t` 11er,Su,11 -- -Jul 12 a1s•+:?n P1 N L � U) O') � O c U May 6 2D14 3:31 PM o DRIVEWAY __- {SEE NOTE 7) CEMENT CONCRETE p Q U �' 9 ' , . ■ p s , " i ° f . , CEMENT CONCRETE CURBS - `=� DRIVEWAY ENTRANCE :. 11 z LL °' LU � 0 Lu -0 o� n a ,Y STANDARD PLAN F-'! 8.12-Q3 CL. 4000 CONCRETE PER STANDARD SPEC. 8-06.3 CL- 4G00 CONCRETE TYPES 7 3 A 4 PER STANDARD SPEC. 8-06.3 STANDARD PLAN F-80.'10-04 o `o ti X �;� m O 1 314" 1 314" 8 114" SHEET 1 OF 1 SHEET B 11d" ; .- SHEET 1 OF 2 SHEETS -J Q O � APPROVED FOR PUBLICATION Rl,k�ich, Pa Jun 112014 �25 PM APPROVED FOR PUBLICATION �� f I /J� 15C.Xpo016,c,P A j„rss' E2• Jullul li?O1G=27 PM m Z CO � (Z Q (� DUAL -FACED CEMENT STATE DS" ENMNUS CEMENT CONCRETE MOUNTABLE CEMENT waghirgron state DeparhnentofTransporfation ISOMETRIC VIEW ISOMETRIC VIEW !■ STATE 6E51GNENGINEER Washington Sin1e DeparlmanlafTmnspvNolion CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB TYPE 1 - PAY LIMITS TYPE Z - PAY LIMITS Q w� UU STANDARD PLAN F-30-10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80-10-04 - CONCRETE DRIVEWAY ENTRANCE z w � w� LU MAX 20 DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS z z 1 - 0" - SIDEWALK SEE C 6 112" (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK S 112" CONTRALTI - 1' - 0" 1 - 0 SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) JOINT 5 1/2" 12 1" FACE OF CURB y BROOMED I, VARIES 318" (IN) EXPANSION JOINT (TYP.) -• �' FINISH TYP- [SEE CONTRACT PLANS} - i � [ ) \ � � SEE STANDARD PLAN F-30.10 U r /'� �J, z 2.0°Ya ROUNDING 112" (IN) R. (TYP_] 1T2" (IN) R- (TYP.) CURE NOT INCLUDED IN BID ITEM _ 1 2.0% IAAX. _ CEMENT - --, -- CONCRETE - \: '`� r MATCH SIDEWALK WIDTH (SEE CONTRACT) UJ 2 MAX.SEE � $TANDARD PLAN F-10.12 �� a . p u rD ROADWAY SIDEWALK MATCH SIDEWALK WIDTH * J N 00 hd ■ 1" (IN) R. ' [SEE CONTRACT] - D" VARIES \ H�'1' SEE RAISED EDGE 3/V' (IN) PREMOLDED SEE CURS FACE DETAIL cr p (SEE CONTRACT) > Q DETAIL -THIS SHEET JOINT FILLER y n - �' " 1 318" (IN) EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 F BFROOMED �� U '^ WITH RAISED EDGE ° ' �_ ¢ a., i Q FINISH (TYP.) JUJ UJ VJ W 2' - 0" SIDEWALK 1 FINISHED GRADE 1" (IN) BELOW MONOLITHIC CEMENT CONCRETE TOP OF CONCRETE SURFACE CURB AND SIDEWALK NOTE 8" a V2" 1" a y" s. ~ '� I 0' ,?� C 1 ~ ' z y, ° O Q 1' - 0" i' - 0" MIN. (SEE CONTRACT) CURB FACE DETAIL w I w s~ 1I2" (IN) R. (TYP.) ROUNDING 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible CURB NOT INCLUDED IN BID ITEM - route free of vertical and horizontal obstructions. Gratings, Access Cowers, EXTEND SIDEWALK TRANSVERSE EXPANSION (V pq� 1 2 0% MAX SEE STANDARD PLAN F-18.12 Junction Boxes, � JOINTS TO INCLUDE CURB (FULL DEPTH] Cable Vaults, Pull Boxes and other appurtenances within the � I �', M � . - ° � sidewalk must have slip resistant surfaces, be flush with Surface, and match �' � W ... '+ v 318 (IN} g retie of the sidewalk. (SEE NOTE 1) z' - s" s' CEMENT CONCRETE DRIVEWAY ENTRANCE '., (SEE NOTE 1) - CEMENT CONCRETE ., BUFFER STRIP (TYP.} E - CURB AND GUTTER SIDE SLOPE (TYP.) F CURB AND GUTTER N a� PREMOLDED JOINT FILLER WALL OR BARRIER (P•) �P•) (SEE NOTE 3) (SEE NOTE 3) PLAN VIEW PLAN VIEW ADJACENT TO CURBUJ SIDEWALK o TYPE 3 DRIVEWAY ENTRANCE SIDE SLOPE [TYP.} TYPE 4 (STEEP FILL SLOPES) BROOMED FINISH (TYP.) • z �� Z> Z LL Z o00 0 SIDEWALK 112" IN R. t� 4" (IN) WIDE, SMOOTH -TROWELED 0 ` II W " THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE Z o a a 0 of � MIN. {SEE CONTRACT) ]- SLOPES t} 112" (IN} R. (TYP.] ° ' . y p ° ° PERIMETER CEMENT CONCRETE OUR • [', (CURB AND GUTTER SHOWN] r o7 z ` / s J o 0 SQ z o w2o' a z w o 0 w 9 CURB NOT INCLUDED IN BID ITEM - NOT INCLUDED IN BID ITEM Q �F-z-°= o - ' 1 2.0% MAx. °.. ... qH DER F►�` SEE STANDARD PLAN F-10.12 318" (IN] PREMOLDED a JC+INT FILLER �' • 0 SEE STANDARD PLAN F-10,12 G 0 112" (IN) R. (TYP.) MATCH SIDEWALK WIDTH {SEE CONTRACT) (SEE CONTRACT} (SEE CONTRACT) DRIVEWAY 112" (IN) LIP f3ETVUEEN ROADWAY d 112" (IN) LIP BETWEEN ROADWAY NOTE 7) 112" (IN} R- {TYP_] - 0 � � Q m w - °X=za ,".. 318 IN PREMOLDED " ( ) _;...' . - ` {SEE GUTTER AND CURB (OR � CONTRACT) SEE GUTTER AND CURB (OR SEE CONTRACT} W w _ _> W o a w JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL :' - -'::' _ - :: =Z=a a ° ADJACENT TO CURB BRIDGE OR PEDESTRIAN _ r ��' ` 9 SIDEWALK - DRIVEWAY /I W � Z a - a o 0 0 ° RAILING - r .' DRIVEWAY J' i RAMP DEPRESSED / [SEE NOTE 7) / DRIVEWAY � DEPRESSED �%� " arto�z ooZ�o BARRIER -SEE SIDEWALK CONTRACT PLANS � �� I (SEE CONTRACT) ►� 1 112" 1N R, TYP. ( ) ( } B" LEVEL 112 r' � 1� 112" (!N) R. �-� CURB NOT INCLUDED IN BID ITEM - _ �� J CONTRACTION JOINT _ IN SIDEWALK ONLY `� l EXPANSION JOINT IN BOTH xTR jC CURB AND SIDEWALK f 318" (IN) EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 CURB AND GUTTER - i� [SEE NOTE 3} SECTION i E} �J RAMP SECTION Y j L CURB AND GUTTER �J (SEE NOTE 3) �.� �,� 9r, l `+' M LJJ 7 Z F°zo r Z z z Nooa_ IS M ° ° a a N°z�. 000w0 uiaFzz FLUSH I - 2-496 MAX - SEE STANDARD PLAN F-1Q,12 v �'� �y q+ C awS00 .-.,o Y Marro VERTICAL WALL - 318" (IN) PREMOLDED o- 1" {IN) R. u - n ISOMETRIC VIEW g JOINT AND FINISH �� "CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3" PAY LIMIT "CEMENT CONCRETE DRIVEWAY r, ZV o o o a Z Z Z it =a o SEE DETAIL JOINT FILLER (TYP.) ADJACENT TO CURB AND RAILING OR WALL DETAIL +f' +P�pQ a3634 c¢ 1 ST1'i J,`910NA1. d DRIVEWAY v,! {SEE NOTE 7} ENTRANCE TYPE 4" PAY LIMIT 1 .. � e 28680 ST RAISED EDGE DETAIL L OWNER APPROVAL 3' - 0" MIN. FOR SIDE TREATMENT SIDEWALK BUFFER STRIP EXTEND SIDEWALK TRANSVERSE JOINTS To INCLUDE RAISED EDGE Barry, Ed % May 620143AI PMI1�T,S[p1l �- GL. 40QQ CONCRETE PER STANDARD SPEC. 8-0G.3 DRIVEWAY (SEE NOTE 7) Jul]i� anl� 7:n� Air J �+ SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT} SECTIONS 1 _ 112" [IN] R. 3/6' CURS NOT INCLUDED IN BID ITEM - � 119, TO Ira" CEMENT CONCRETE SIDEWALK �� �„ - J ! CEMENT CONCRETE CL, 4040 CQNCRETE DRIVEWAY ENTRANCE PER STANDARD SPEC. 6-06.3 INITIAL: PAGE #: Q 2.0% MAX. (TYP.) SEE STANDARD PLAN F-10.12 .'O g' STANDARD PLAN F-30."ID-03 I ` y 1 y y TYPES 11 �► �� STANDARD PLAN F-80.'10-04 �� • SHEET 1 OF 1 SHEET ai- �'" SHEET 2 OF 2 SHEETS FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED a P fY PREMOLDE❑ P . a APPROVED FOR PUBLICATION Sekohch, Pflccn ,� ,� JW11120141:25PN � r - APPROVED FOR PUBLICATION CartxllLCl. Jeff ���• Jul 1a 2016t2-?z PM PAGE: JOINT FILLER STATE DMON E"NEER ISOMETRIC VIEW ISOMETRIC VIEW ADJACENT TO BUFFER STRIP EXPANSION JOINT dW Q CONTRACTION JOINT � wo:hinyton State DeportmeniofTmwwortalian TYPE 3 PAY LIMITS STATE CLSIGN rNn NEUi TYPE d PAY LIMITS �� � Wnshingfon sf�re Deporlmenf of Trvnspvrtvlion 4 of 21 d Phi Per Archii#ect '° Structural Item: This item and related connectors shall be per architect :' designer_ 8 Ste' Simps on Wood Shear Fall Deta it Wood Shear gall: Ilse WSW 12. XVidth = 12" Height: see below_ D8 Haight: Foundation to bottom of header beam_ Okay to order ''S '' fang and cut to height as necessary_ went: If using trimmer, nail 2x trimmer to WSW for header support_ Trimmer creates edge of rough opening_ __14ay use IiC-C in lieu of trimmer, in this case WSW creates edge of rough opening_ Remainder of wall section may be filled in -with standard framing_ - Position to align with outside exterior face of studs_ Furr- out as necessary to flush up -with remainder of wall_ Top Connection: Treader beam to extend over entire WSW. Connect with portal straps WSW -PS. Also connect header beam to WSW with WSW -TOW x portal plate_ Sheathing: Sheathe header, ' SIB' , and wall similar to 2PW-_ Bottom Connection: Anchor bolts, use all -thread- ;,'8" diameter, extended to footing bottom rebar and use doable nut and 3" x _25" washer on embedded end. Suggest using Wood Strong Wall Anchor Bolt template, SSW- 11 1 D Roof Diapbragm Shear Capacity : Good for Eh = 230 plf - seismic; Eh = 322 plf - wind_ Max aspect ratio = 3.1 _ Framing: Trusses or rafters= 2x at 24- OC, max_ Framing Connection at Support: - YVhere connected to shear wall, connect per shear wan callout - top of wall_ - Where trusses or rafters connect to beam, use FI2.5, or A34 with screws. or similar, tip_ - At ledger, connect per ledger callout_ x Sheathing: TI6F min_, OSB or CDX pl woud_ Sheathing Layout- Case 1 per IBC 2306.2_(1) " Nailing- Use 8d at 6" edges- 12" field_ Blocking: Not required except at supports and at connections to shear walls below_ 12 FD Floor Diaphragm Sheathing: With joists at 24" or 19_2" OC, -use mia_, 24 oc rated- APA Sturd-I-Floor: either 34" species group 1, or 718" species group 4_ may be OSB or pl -' vood_ Good for 130 psf. IL d L/364 defl_ Sheathing: With joists at 16" OC, use ruin_, 16 oc rated_ APA Sttzrd-I-Floor, min_, 19./32" thick_ May be OSB or plywood_ Goo-dfor 245 psf TT_ L.'36D defl_ Sheathing Layout: Case 1 per IBC 2306.2.1(1 - Orient sheets continuous over hvo or more spans, with the long dimension across supports- Na ding: Glue, and connect -with 8d ring shank nails or 49 screws, at 6" edges- 122" field_ Blocking: not required except at supports (beams) and connections to shear -walls below- 13 DD Deck Diaphragm Decking: Use wood or composite decking per Arch_, min_ actual dims: 3 '4" x 3 5" Decking AttachLment: I -se decking screws, length to ensure 2" min_, embedment into framing below - Use 2 screws per deck board per framing member_ At decking splices, center splice over framing member and use 2 screws per spliced e Blocking: not required except at support beams_ 17 HD hilt 1- Holdoiim - Fmhedded Strap Type. IN-lin. Capacity: Good for 2185 lb uplift_ HoldGwn: Use LST#ID8 for no rim joist condition_ - For rim joist condition use LS=SRJ_ Nails : Use 16, 16d to full -height stud as follows _ Stud: Use larger of. king stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x_ Alt 2 - Holdo-"m - Bolt Type x Holdown : Is s e HD 2 _ Lags: Use 6 SDS 1 '4 x 2.5 to full -height stud per above ; Anchor Bolt: Tfwet set, use 5'8£ diameter SSTB16, or 5'8" all -thread with nut and 3" -washer on embedded end_ Min embedment = 12" If too long to fit in footing, bend 90-degrees at bottom of footing, maintain 3" corer at bottom of footing_ - Ifrotohammer-, use 5/8- Titers HD or all thread & epoxy. -with 6- min concrete embedment, centered in stem wall_ 73 P Post - N-Itillion Post: Use min_, 5.5x5.5 glulam column - This post is continuous from bottom plate to top plate at roof diaphragm - Top and Bottom Connection: Connect at top plate and bottom plate -v�ith 2, A34 and screws_ , Tie Rod Connection: Connect steel tie rod plate -with 2, 5;'8" through bolts centered on post_ Nlin distance between bolts = 6"_ Use 2" washers on wood stile of butts_ 77 11 Mullion General: These are specified mairh, to reist out -of` plane wind loads but may also be used to resin in -plane lateral loads if so indicated in calculations- " mullion: Use min_, 2, 1.75x5.5 LNTs, continuous bottom plate to top plate_ Top and Bottom Connection- Connect at top plate and bottom plate N�ith 2, A34 and screws_ Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LIs C, HT C, I CQ or sitar_ 7S M Mullion '° Similar to 7TV except mullion may be min_, 2, 2x6 studs- 8d L Ledger - Roof Diaphragm , Ledger C Danection: Where a ledger is called for below, if connecting to rim or header, use SDS, or L edgerL OK at max 12" OC, staggered_ Ifcmmecti?ng to studs, use 2, SDS or LedgerLOK per stud- - Length of SDS or L edgerL OK = full depth penetration into rim, or 2.5" min embedment into solid framing_ - _'Iin distance of connector to end of ledger or splice = 2" Min edge distance to top or bottom of ledger =2" Framing Connection to Fall, General: Use any of the follmxing, whichever is applicable_ - rafters Perpendicular: Use 2x or L'vl ledger, min height to match rafters_ Appl , ledger over wall sheathing. Use hangers to hang rafters on ledger. - Parallel rafter or Truss Top Chord: Ledger ma-- be top chord of truss or last raffer or similar_ Ledger to be placed over wall sheathing_ 11ono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses naffed though wan sheathing with 16d . 6" OC to solid wDod backing (continuous rim, plate, ledger, or blocking_) - INIono Truss Bottom Chord Perpendicular: - Alternate I- Hang bottom chord Mth hanger mounted over wall sheathing to solid wood backing (rim: plate, ledger, or blacking. Alternate 2: Use min_, 2x4 ledger let in to truss bottom chord_ Ledger- to be placed ewer wall sheathing and connected v�iith min_, 3- 16d I " max spacing_ roof Diaphragm- Connect roof diaphragm to ledger -with 8d WINDOW FLASHING INSTALLATION STEP # 3 L TYVEK HOUSE WRAP L TYVEK TAPE shank or screws at 3" OC_ STEP # 2 STEP A- INSTALL WINDOW & 4" VYCOR TAPE D01 1 1 6080 72 " 96 " EXT. DBL HINGED D02 1 1 3080 36 " 96 " EXT. HINGED D03 1 1 9080 108 " 96 " GARGE D04 1 1 9080 108 " 96 " GARGE D05 1 1 9080 108 " 96 " GARGE D06 1 1 3080 36 " 96 " HINGED MAN DOOR D07 1 1 3080 36 " 96 " POCKET D08 1 1 3080 36 " 96 " POCKET D09 1 1 3080 36 " 96 " HINGED D10 1 1 5080 60 " 96 " DBL HINGED D11 1 1 3080 36 " 96 " HINGED D12 1 1 3080 36 " 96 " HINGED D13 1 1 3080 36 " 96 " HINGED D14 1 1 3080 36 " 96 " HINGED D15 1 0 5080 60 " 96 " DBL HINGED D16 1 0 3080 36 " 96 " HINGED D17 1 0 3080 36 " 96 " POCKET D18 1 0 3080 36 " 96 " HINGED D19 1 0 3080 36 " 96 " POCKET D20 1 0 2880 32 " 96 " HINGED D21 1 0 5080 60 " 96 " DBL HINGED D22 1 0 2880 32 " 96 " HINGED D23 1 0 3080 36 " 96 " HINGED D24 1 0 3080 36 " 96 " HINGED D25 1 0 3080 36 " 96 " HINGED D26 1 1 10 5080 60 " 96 " DBL HINGED Readers W01 1 1 4046 48 " 154 " PIC W02 1 1 J 4046 48 " 154 " PIC W(l� 1 1 11 i4n4A 148 " I .r,4 " I I I PIC: W04 1 1 4046 48 " 154 " PIC W05 1 1 2060 24 " 172 " PIC W06 1 1 2060 24 " 172 " PIC W07 W08 W09 W10 W11 W12 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 427 W37 W38 W39 W40 W41 W42 W43 Default header material is DoLIg Fir No. 2 or better 2m headers must be In tall orientation with flat 2x nailed at bottom In "L' -configLlration Default Trimmer. use 1. 2x stud or Simpson LUC hanger_ each end. Default Bing Stud, opening 6-feet wide and less use 1. full height Stud each end (plate to plate_) Default Bing Stud, opening under than 6-feet. use 2 full height studs each end (plate to plate_) Trimmer, each end Fallout Min. use hilt 1 min. use hilt 2 min., use (if blank use default above_) King Stud, each end (if blank use default above_) W44 W45 W46 W47 W48 W51 W53 W54 W55 W56 W58 W59 20H 2x6_ "L" config 4x6 2 -2 G_ flat for mid wind. 21H 2 10_ "L" config 2-2x8 4 8 Use min__ 6x10, approx 8 5` long (continuouS from 77M to corner.) Hang on 77M with HUC_ At corner_ bear on two ` 1 2 H StLids. Connect Studs and trimmers to this header v'rith A35 and Screv';S_ typ. Use min__ 6x10.. approx 8.5' long (continuouS between two 77MS_� Hang on each 77M with HUC_ Connect StLids and 23H trimmers to this header With A35 and screws. typ_ 24H GOO 4 12 2 25H Use min__ 6 10 or 4 12_ At 8SW_ extend over top of 8SW and connect per that callout. At other end (North end; LISe 1 trimmer and 2 king Studs_ 26H 2- 2x10 4x10 3.5x7.5 glulam W60 W61 W62 W63 W64 W65 W67 W68 W69 W70 W71 W72 W73 Beams Default sawn material is Doug Fir No 2 or better_ Def3LIlt glLilam_ LVL, PSL materials - See Standard Structural Specs herein_ DefaLIlt LSL is 1.5E_ 2,300 psi. min Fb_ Default wall connection_ 3" bearing in pocket or on plate with min__ 2 Studs below. DefaLIlt end post connection: LCE_ ACE_ EPCZ_ ECCQ, or Similar. Default corner post connection with mitered beams over: LCE4, LCE4Z_ or RTC44_ DefaLIlt mid -post connection: LPCZ_ PCZ_ CCQ, or Similar_ Default beam to beam connection: HU_ HUC, HUCQ or Similar_ C: annectar (if blank use Fallout Min., use hilt 1 ruin., use hilt 2 ruin., use default, aba� e' ?�ote-S 30B 3.5x12 glLilam 5.5X10.5 glulam 5.5x12 glulam 31B 4xG 32B 4x6 40B 5.5X18 glulam 3.5x22.6 glulam 41B 1.75x11.8 LVL 42B 5.616.5 glulam 6.7616 glulam HGU_ HGUS_ or HGLTV to 43B 43B 5.5x15 PT glulam 5.5 1G.5 PT glulam 44B 5.515 PT glulam 5.516.5 PT glulam Posts Default material is Doug Fir No 2 or better_ Default bottom connection on plate: 2, FC or 2, A34 with screws- or 4. 16d face nails_ Default bottom connection on beam: 2_ FC or 2_ A34 with Screws. or PCZ_ Default bottom connection on concrete- PB_ or AB_ or ABU_ or ABW_ or CBSQ Alternate bottom connection on concrete: #5 rebar or 6.0' all -thread- epoxy 6" min_ into post butt, and 6" min__ embed in cone. Conc embed may be wet Set or epoxy. C:ann�ctar {if blank use calloutIia., use Alt 1 aria., Use hilt 2 min.. nse emotes default, above) TOP 2- 2x4 4x4 71P 3-2x4 2-2 G 4xG 72P 3- 2x6 6X6 4- 2x4 73P (See main callouts} TYPICAL HEADER FRAMING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 2 1 2 1 2 2060 24 " 72 " PIG 4016 48 " 18 " PIC 4016 48 " 18 " PIC 4016 non 48 " nr_ " 18 " r_n PIC nln 4016 48 " 4016 48 " 2616 30 " 2616 30 " 2616 30 " 2660 30" 2660 30' 2660 30 " 2016 24 " 2016 24 " 2016 24 " 2066 24 " 2066 24 " 2066 24 " 4016 48 " 4016 48 " 4016 48 " 4016 48 " 4016 48 " 4066 48 " 4016 48 " 4016 48 " 4016 48 " 4066 48 " 4066 48 " 4066 48 " 4350 51 " 4350 51 " 4350 51 " 4350 51 " 4366 51 " 4366 51 " 4366 51 " 4366 51 " 3646 42 " 4046 48 " 6080 72 " 4046 48 " 4040 48 " 3646 42 " 3640 42 " 3016 36 " 4016 48 " 3016 36 " 3049 36 " An— AO I - 5060 60 " 6080 72 " 6080 72 " 4060 48 " 4060 48 " 4320 51 " 4320 51 " 4320 51 " 24 " 24 " 18" 18" 18" 18" 18" 18" 72' 72 " 72 " 18" 18" 18" 78 " 78' 78 " 18" 18" 18" 18" 18" 78 18" 18" 18" 78 " 78 " 78 54 " 96 " 54 "" 48 " 54 " 48 " 18" 18" 18" 57 " 57 " 57 " 72 " 72 " 96 " 96 " 72 " 72 " 24 " 24 " 24 " YES A YES YES YES YES NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR PIC PIC PIC PIC PIC PIC PIC PIC CASE FIX CASE CASE PIC PIC PIC PIC TEMP PIC TEMP PIC TEMP PIC OBSC PIC OBSC PIC PIC PIC SH AWN FIX AWN AWN PIC PIC PIC PIC PIC PIC PIC PIC PIC PIC PIC PIC PIC PATIO DO PIC PIC PIC SL PIC PIC PIC CASE PIC PATIC PATIC CASE CASE PIC PIC PIC NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY CREDITS TAKEN ENERGY CREDIT 1a EFFICIENT BUILDING ENVELOPE -WINDOWS: U=0.28 -FLOOR: = R-38 INSULATION -SLAB ON GRADE - R-20 ENTIRE SLAB ENERGY CREDIT 2a AIR LEAKAGE CONTROL & EFFICIENT VENTILATION -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR - WHOLE HOUSE FAN PER SECTION M 1507.3 ENERGY CREDIT 3a HIGH EFFICIENCY HVAC EQUIPMENT - GAS FIRED, PROPANE, OR OIL FIRED BOILER WITH MINIMUM AFUE OR 94%. ENERGY CREDIT 5c EFFICIENT WATER HEATING - GAS FIRED, PROPANE, WITH MINIMUM EF OF 91 %. STEP # 1 HEADER LESS THAN 5' HEADER MORE THAN 5' WINDOW W/ 6" POST STEP A - -INSTALL TYVEKAPRON BELOW WINDOW SILL rEP B - STALL VYCOR ACROSS WINDOW SILL _ ...__ ... zK FLEX WRAP IN WINDOW CORNERS (1) KIr I FROM FOUNDATION NOTES ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. WINDOW W/ 3" POST FLOOR PLAN NOTES SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, 1 REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. SHELF AND HANGING ROD. BUILT IN SHELVES. CABINET - OWNER / CONTRACTOR TO VERIFY. EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20" WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR. F6] TEMPERED GLASS ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE. MIN. EFFICIENCY OF 91 % F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE „X" GYP. BD. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE. PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 11 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. 1 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING. 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2. PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE SURROUND & HEARTH MATERIAL. E15 GARAGE FLOOR SURFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR MIN. 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 0 LL 16 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. w 0 GENERAL NOTES m ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. O ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED LL OTHERWISE. Z PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR Z LOCATIONS. w FRAMING NOTES REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. U COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. w FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR O SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- PRIOR TO THE FABRICATION AND INSTALLATION. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. DESIGNED BY- J. STERLING DRAFTED BY: J. STERLING 1/4" = 1' U.N.O DATE 05-14-2020 06-30-2020 07-08-2020 01-19-2021 0) Z co W IC O U c O N N - co MU A. C Q O U LL MLu x0� ~ c 00 CO LL rn U� O z C a- Q c(o M �I LU UU Zw LU 0 O rr_ U VJ Q wz� Q N LLI 00 >CY) � Q Ww Z Q O N W 00 (N Q z U .00D z OC)UU FU O a 00.E W Z ° 0� aWoa a Z Z o U f NF Fazz°= a4 ��amo W�UQm mw<2� Z=WW" OX=za zWUOD =��oo nM M? .0��2 wM-wX boo WKEdzZ Z M �aoUo �z�0 o OO Z O O (Z < ' UOz�� Fx�mrt 0 zz=zz z Z W �jaa C7Uz�7 N�-aa 000UU tea~zz zWU00 a,y2UU ammNo 000M Fzul =2i 0 o"mQ w aZo �LL OWNER APPROVAL INITIAL: PAGE #: AO PAGE: 5of21 14'-0" 2'-0" 1'-6" 10'-6" r —� I 5 A2 L— — JMIsC. 1 17HD ' co PERVIOUS PAVER AREA 5 A2 L. — JMISC. 2'-0" 1._l �� 5'-0„ L8'-6" 0 N N N N M 50 0 N 5'-6" u� m PATIO SLAB 244 SID FT 1 ) 2 A7 A7 19'-6" 28'-9" 19'-6" 13'-3" 15'-6" ------r------------- r-----� L-------��— — I� 1 2 1 =1 3 11 A2 I o I A2 �U I I — ---------- I I of I - - U I I 1 T- CRAWLSPACE ACCESS A2 1 24" X 30" MIN. L—ter—-------T-- 1 CRAWLSPACE 6 6 3 142 SID FT A2 I I I I A2 A2 1 — — — — — — — — — — — 1 o l m l o f I—---------- U- I I° I I 15'-6" '0�I Ico Lu �I 01 101 5 LA2 1 6 1 1 -, „ I I A2---- A2 I 3 -0 1'-4" 1,_4„ 1 11'-2" T-0" T-T' N 6"X16" —� CON RETE FOOTING — J 74 a4 4 a a 5'-0" 15'-6" 00 - a a1 ENTRY SLAB I_ 74 SD FT 4 a 8'-6 1 /2" 3'-0" —►�- 2'-6" I-------� °1 a r —�-iT 6" X 16" a CONCRETE FOOTING— I I a° Q J O'x3�1"x6"°FT � W/4 #4E.W. I I `o I C 5 I�°I 6 1 1 A2 I = � I A2 I A2 ) - 1 oI r 8'-6" — — — J 1 11' 1 1 /2" I 1 4" 3, 1 „ 11' 4" I T-2 1 /2" -- Emi 17HD 17HD A2 IZ,, z l I I I 5'-6" — — — — — — — —J- ZoL—- - o 6" X 16" CONCRETE FOOTING _ 00 " 6" X " CONCRE E FOOTING — — — — — — — — T-51/2" 6'-4" 5'-8" 4'-5" 6'-11/2� . I 1 iro—) 11'-1 "I 6 I 1 L---- A2 I I I ICI I IoLou Ll ®I IOf a UI °I I I IXI I_ I I I w - - - - I — — — — — — — — — — — — 3 EA2------------NA2 13'-0" 9'-8" 1 ) 2 A7 �A7 14'-7" 97'-9" 116$1111 13'-6" 24'-0" 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5 STEP IN GARAGE WALL 5 N I A2 DEPENDENT ON GRADE A2 0 LO co of00 I 1 u-o Z) ILL 1 00 — A2 m I I CD 1' GARAGE SLAB 1 1 1 841 SID FT A2 — J 1 SLOPE GARAGE FLOOR I o1I �,I 1 Ll I f r5 7 7 5 IM 1 1 A2 A2 YA2 A2 5BUCKOUTFOR BUCKOUTFORGARAGE DOOR GARAGE DOOR A2Lu -- ------ ---- -----0 Lu BUCKOUTFOR 7 I' GARAGE DOOR A2 I a, 1 ------ —------- o L — — — — J --- U1 T-10 1 /2" — 9'-3"— 1'-9" —9'-3" 1'-4 1/2" `j -- J 25-6" 9'-3" 1'4 1/2" 1' /2" 7/8" ALL -THREAD @ STRONG WALL BASE (TOP OF STEM) TO FOOTING BOTTOM REBAR FOUNDATION AND RETAINING WALLS - FOUNDATIONS ARE OPA EXCEPT AS INDICATED - ALL SLABS ARE 95S, -R20 UNDER CONCRETE WHEN CONDITIONED SLATS SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE COMPACTION. IT IS STRONGLY RECOMMENDED THATALL STRUCTURAL FILL BE CHECKED BYA GEOTECHNICAL CONSULTANT. UNDER SLAB INSULATION: MAY USE XPS OR EPS RIGID FOAM WITH MIN, 25 PSI COMPRESSIVE STRENGTH UNDER SLAB. IF USED, PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. " SLAB THICKNESS: USE 4" MINIMUM. REINFORCEMENT. USE ANY OF THE FOLLOWING: - MINIMUM #3 REBAR AT 24" O.C. EACH WAY CENTERED IN SLAB. - WELDED WIRE FABRIC, MINIMUM W2.9 X, 6 X 6 (6 Ga.) CENTERED IN SLAB. SPLICES OVERLAY 8" MIN. - FIBERMESH PER MANUFACTURERS RECOMMENDATION. - HELIX MICRO REBAR, MIN 5LBS PER CUBIC YARD. CONTROL JOINTS: MAXIMUM RECOMMENDED SPACE = 8' O.C. EACH WAY. THIS IS A NON STRUCT RAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER. VAPOR BARRIER: USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY INTERIOR SLAB. 441ff Cm 12'-0" O GENERAL NOTES ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FOUNDATION NOTES ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. fu S l 56,l �T>�µs �►.� LY , PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. J. STERLING N DRAFTED BY: o J. STERLING m c T U) DATE o 05-14-2020 a 06-30-2020 07-08-2020 01-19-2021 0) co X m 7 0 m 0 z w 0 z U N o U vi w E O U O a— CV L 0 m Q O U Ocr. u- Z ILL d7 w _ co -0 co 0 ca W OO M L 0 m LL N o Q m d Q 0. M Lu U O ' 'Z LLI L.1_ Z W 0 O Z _ U) U Q Z W J U w Q (N � � LLj 00 > d) Q LUL I w U) LLI o Z DO a_ N cn 00 (N z> Q Q U ZLLZD wz C) pUU Z O�Q ZO U w K WwmZo w.o'2 awpa a J ZZOU' �wox arzzp� ��amo a Zawwa Ox=za Z U z w R:Wn p N =mop w O 0—ZM .F lw2 z0��x wl w� �00 w�maz = aoUo '0 rcz-, '0 a CLOFZ oOZUp a�m'a zZ IO�0 W_go= Q IZE00 zz�zz CIa- ZW�jaa Z 2, .ozmm zOOVU u aFzz ZwU00 a ,y�UU -o z O . 000= FZUl LL '0Q L =2m0 0 wazo �LL OWNER APPROVAL INITIAL: PAGE #: A 1 PAGE: 6of21 DESIGNED BY J. STERLING N DRAFTED BY: o J. STERLING ca 1/4" = 1' U.N.O. DATE o 05-14-2020 06-30-2020I WA 07-08-2020 01-19-2021I LI Z Co � woLIJ m x m 70 40 d 40 0 m 0 D C z w 0 U Z U ti E U w J_ LL O U O N N Q O W m U) N Z o co H _0 w a00 M E z m N U) J J O Q C 00 40 40 0o 2 W Q co uj �I W� U u; 'Z w O W L.f_ z 0 O _ U z z 40 w wz�40 J N U uj 00 > d7 Q W W (�il o Z NCD W � Noll _ / a a U ZLLZ< J 2 zo �ZUU oova o.wn w�Z° LLIawua a �j Z Z U U ��a°= arzz� ��amc W Q zawwa ox=Za z w O N =o n�awF z40 w� w� O wmazz �a000 �?�°o ar�ogZ oOZUp adzm'a '� o Fx�wrt 0 0 zzoQz Z W a a C7UZ» ---a z nOODU uia�zz ZwU00 U amm10 loo 000= FZU� O 3a�o o�mQ wa�0 L.L LL 11 IIIINIIII OWNER APPROVAL INITIAL:ol PAGE #: A2 m m m m m m m �-m- III-111-111 m m PAGE: 7 of 21 SIDING MATERIAL SIDING MATERIAL 3 BRACED RETAINING WALL -TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION � 7/16 OSB � BRACED RETAINING WALL -TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 7/16 OSB 1/2" SHEETROCK 1/2" SHEETROCK NAILS OR SCREWS 3/4" SUBFLOOR 3/4" SUBFLOOR 2" OC. STGGD A B C D E F G V W )( Y Z A B C D E F G V W X Y Z OPTIONAL4"SLAB NAILS IN BLOCKING (GARAGE, PATIO) LENGTH FLOOR JOISTS LENGTH FLOOR JOISTS 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 TRANSV. CONT. -A35 TYP. ONLY � HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. F _ III IIIIIZ gOTBL END REQ IFA> 4' � OPTIONAL 4" SLAB BOT. L BEND m (GARAGE, PATIO) III III III D � III III I I III IIIII = III III III III p F IF JOISTS PARALLEL SIMPSON HANGER � IF JOISTS PARALLEL � _ � 4 CENTERED „ 18 n 6 n 6 n 72 NOT REQUIRED n � 11 #4 24 @ 11 #4 24 @ N/A (2) # 4 a w � _ � � 4 CENTERED 18" n 6 n 6 n 72 NOT REQUIRED n � 11 #4 24 @ „ #4 24 @ N/A (2) # 4 a a a a E I I� III III III III~ - INSTALL "G" BLOCKING W IN (2) BAYS. -SCREWS OR NAILSIIIIIIIII 3" O.C. THRU SUBFLOOR E rflo H INSTALL' G" BLOCKING SCREWS OR NAILS - W 3" O.C. THRU SUBFLOOR = _� 4' 1 "- 6' 5" 24 8" 6" 56" 48" 6" #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 � 11 � 4 1 - 6 �� 5 24 8 �� 6 5611 4811 611 11 #4 @ 24 11 #4 @ 24 ,� #4 @ 24 2 # 4 ( ) A J � w 18" IN. 2� BELow GRADEI � A I J IIIIIZ = =z BIE�ow GRADE J a 6' 1 " - $' 6" 32„ 10" $" 2$" 2$" $" #4 @ 16" #4 @ 18" #4 @ 16" (3) # 4 , n_ 1 6 1 $ n 6 32 10 $ 2$ 2$ $ #4 @ 16" #4 @ 18" 11 #4 @ 16 (3) # 4 X EQ.. 1 X 4 P.T. EXPANSION JNT. EQ. � w I I I� 2 z 4" TIGHTLINE Q I I I I III I J —J EXT. WALLS ONILYI= J a z0 %� EQ. 1 X 4 P.T. EXPANSION JNT. EQ. IIIII Q O III ICI �� 4" TIGHTLINE I I I I III I p EXT. WALLS ONILYI=1 I I I I � 1 11 1 8 1 - 10 11 $ 42 10 8 18 18 $ 11 #5 @ 14 11 #5 @ 18 11 #5 @ 14 (4) # 4 1 11 1 8 1 - 10 11 $ „ 42 11 10 11 8 �� 18 �� 18 11 $ 11 #5 @ 14 11 #5 @ 18 11 #5 @ 14 (4) # 4 R-10 @: - CONDITIONED AREA SLAB Q> I IIIIIIIIIII > Q R-10 @: -CONDITIONED AREA SLAB Q I I I Hill I I I I ON GRADE Z Y .a LAB ORFILL-SEE oTE#� II � I MIN LAP SPLICE = 24" p II III III III III IIII -III I I I III III III I I° ON GRADE � Z Y a SLAB OR FILL -SEE OTE#1 II III I I I�I I I I MIN LAP SPLICEIII w III111II1111111111111111111111111 B GENERAL NOTES: NOTE #1 GENERAL NOTES: NOTE #1 t4 IIw b as _ * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN - -- -- W/ 10 M�vB � • DRAIrvIRocK wRio M�vB `° '• DRAIrvIRocK D * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. NO SLAB IS NEEDED. *COLUMNS F, G, ARE MAXIMUMS. MAY LESS. NO SLAB IS NEEDED. *ASSUMED UNDER, MIN. 3" 4" PERF. ---- --�-�-�- ' - a O III= *ASSUMED UNDER, MIN. 3" 4" PERF. RETAINED HT. (A) FILL REQUIRED RETAINED HT. (A) FILL REQUIRED SOIL BEARING PRESSURE: 2,000 PSF fi�I I (ExT. wALLsiNLv) SOIL BEARING PRESSURE: 2,000 PSF(- (EXT. WALL( NLY � III I I IIIIIZ * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IIII IF NO SLAB III - III C V III III III III= *MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IIII IF NO SLAB - III III III III III III III `i V III III III III= o' - 4' NONE o' - 4' NONE * REBAR MINIMUM GRADE 60. I III III III III III I III III III *REBAR MINIMUM GRADE 60. III III III I III III III III III I III III III hOE 5' - 6' 12" 5' - 6' 12" �' _ 8, �$" �' - g' �8" * CONCRETE MINIMUM fc 2500 psi ,III„- IIIII *ASSUMED SOIL BEARING PRESSURE: III 2,000 PSF *CONCRETE MINIMUM fc 2500 psi ASSUMED MED SOIL BEARING PRESSURE: 2000 PSF **ANCHOR BOLT SPACING -USE LESSER OF THIS OR SHEAR WALL CALLOUT. I I I I I I I I I I I III III III III III III III III III III III III= NOT TO SCALE I III III III III III III III III III III III I **ANCHOR BOLT SPACING -USE LESSER OF THIS OR SHEAR WALL CALLOUT. I I I I I I I I I I I I I I I III III III III III III III III III III III= III III III III III III III III III III III I 9' - 10' 24" 9' - 10' 24" NOT TO SCALE 4 RETAINING WALL -WALL HAS FILL ON INSIDE NO FLOOR SIDING MATERIAL WITHIN 12" 2 CANT. RETAINING WALL -TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM I SIDING MATERIAL 7/16 OSB 7/16 OSB 12" MIN. 1 X 4 P.T. EXPANSION JNT. 2 X G WALL PONY WALL R-10 @: 2 X 6 WALL A B C D E F G V W X Y Z - BASEMENT PERIMETER A B C D E F G V W X Y Z ABOVE GRADE AREAS - CONDITIONED AREA SLAB F ON GRADE F LENGTH 4" SLAB LENGTH 6" MIN. UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING % a RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. p HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. BOT. L BEND � BOT. L BEND IIIII (IIw - � R 10 FOAM H W/ 10 MILVB R-10 FOAM E w Q 1 IIII E IIIIIIIIIII III o 0' - 4' CENTERED 1 $�� Gn V 6n SEE NOT REQUIRED 6�� #4 24" @ #4 @ 24" N/A /2 # 4 ) Q' - 4' CENTERED 1 $�� Gn V 6n SEE NOT REQUIRED 6�� #4 24" @ #4 @ 24" N/A /2 # 4 ) SHEARWALL \ UNDER, MIN. 24 MIN. m ~� a Q A W 0_ Z III III III W a SHEARWALL \ ,,; W IIIII= w 4"ITIGHTLINE _m O I I III III IIII C� -� I I I I 2- 1 n 1 4 1 - 6 n 3 11 24 n $ n 6 SEE SHEARWALL NOT REQUIRED QU n 6 11 #4 @ 18 11 #4 @ 24 ,1 #4 @ 18 3 # 4 ( ) 1 n 1 4 1 - 6 5 11 24 n $ n 6 SEE SHEARWALL NOT REQUIRED n 6 11 #4 @ 18 11 #4 @ 24 „ #4 @ 18 3 # 4 ( ) i n_ 1 6 1 $ n 6 „ 36 n 1 0 n $ SEE NOT REQUIRED n $ ,1 #5 @ 11 11 #4 @ 18 #5 @ 11" (4) # 4 III III III IIII J O III III III III � IX 1 n_ 1 6 1 $ 7 „ 36 n 10 811 SEE NOT REQUIRED n $ ,1 #5 @ 11 11 #4 @ 18 #5 @ 11" (4) # 4 I I I I I = J a I AI z SHEARWALL Q o z > SHEARWALL X I >>J 18" MIN. III > O BELOW GRADE- Q 1 11 _ ' 8 1 1 0 $ " „ 4$ n 1 0 n $ SEE SHEARWALL NOT REQUIRED n $ ,1 #5 9 @ 11 #5 18 @ 11 #5 9 @ /4 # 5 \ ) O � 2" CLR. 1 n 1 p - 8 1 1 0 p $ 4$ 1 0 8 SEE SHEARWALL NOT REQUIRED n $ ,1 #5 9 @ 11 #5 18 @ 11 #5 9 @ /4 # 5 \ ) 1 X 4 P.T. EXPANSION JNT.— III z Lid SCREENED 2 PVC MIN LAP SPLICE - 24" w WEEP HOLES 6' O.C. R-10 @ -CONDITIONED AREA SLAB(IIw ON GRADE I O w _ � 0 4"ITIGHTLINE- Z Y _24MIN. FOR MIIN LAP SPLICE = 24" ai - B III III III GENERAL NOTES: GENERAL NOTES: NOTE #1 a sLas OR FILL- SEE oTE# 1 '� a * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. 10' WAILIL COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. • _ • � DRAIN Rocl< - IIIIIIII D _ *COLUMNS F, G, ARE MAXIMUMS. MAY LESS. NO SLAB IS NEEDED. R-10 FOAM -_ (r • DRAIN ROCK _ w/ 10 MILVB a ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 3" 4"PERF.-III II II- I III- ASSUMED SOIL BEARING PRESSURE: 2,000 PSF UNDER, MIN. -ID"PERF. 116 MILLVB � I I - RETAINED HT. (A) FILL REQUIRED * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IIII, i ' I C V=III III III *MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IF�� N LA III C III V III III IIIIIIIII 0' - 4' NONE * REBAR MINIMUM GRADE 60. IIIIIIIII III III -III III III III III —III III III III TOE INFECT *REBAR MINIMUM GRADE 60. III III III I III III III III III —III III III III �OE INFECT - 5' - 6' 12" �'-8' �$" * CONCRETE MINIMUM fc 2500 psi *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF( � *CONCRETE MINIMUM fc 2500 psi *(ASSUMED SOIL BEARING PRESSURE( 2,000 9' - 10' 24" **ANCHOR BOLT SPACING -USE LESSER OF THIS OR SHEAR WALL CALLOUT. I I III III III III III III III III III III i **ANCHOR BOLT SPACING -USE LESSER OF THIS OR SHEAR WALL CALLOUT. NOT TO SCALE NOT TO SCALE 5 RETAINING WALL - 4' MAX RETAINED -CENTERED REBAR CASE 1 I SIDING MATERIAL NO FLOOR CASE 2 R-21 INSULATION SIDING MATERIAL 1/4" X 3 1/2" DRIVE 6 X 6 P.T. POST 12" SONO-TUBE ABU66 POST BASE J WITHIN 12" 7/16 OSB 7/16 OSB RAWL 48" O.C. 2 X WALL wo Q �� /� /� /\ (4) GRADE 40 / #4 REBAR 1 x4 P.T. EXPANSION JNT. R-10 @: 2 X 6 WALL -BASEMENT PERIMETER 1/2" SHEETROCK 3/4" SUBFLOOR � � 2 X TREATED PLATE R-10 @: WHERE NEEDED) (WHERE A B C D E F G V W X Y Z ABOVE GRADE AREAS -CONDITIONED AREA SLAB 1/2" SH EETROCK \ \� VERT. HOOKS - - CONDITIONED AREA SLAB ON GRAD F ON GRADE / V�/%�/%� LENGTH SLAB FLOOR JOISTS //�,/ / / /� UNBALANCED HEIGHT WALL POSITION FOOTING FOOTING HEIGHT WALL ANCHOR BOLT *` BLOCK OF VERT. REBAR @ VERTICAL HORIZ. FOOTING TRANSV. FOOTING CONT. Vim/ (4) GRADE 40 Z1'-O" � WIDTH THICKNESS SPACING SPACING BOT. L BEND REBAR REBAR p A #4 REBAR E W � � AA � � \ � � VA ��� ° • VA � R-10 FOAM\ - F R-� O FOAM �UNDER, R-10 FOAM a, H W/ 10 MILVB (@ BASEMENT U MIN. '\ R-10 FOAM/ \ \ \ \ \ \�\ � � 0 - 4 CENTERED 18" n � n � SEE NOT 6" #4 24" @ #4 24" @ N/A 2 # 4 ( ) SHEARWALL REQUIRED PERIMETER w UNDER, MIN. IIIIIIIIIIII W/ 10 MIL VB�\/\/\/\/ (2) GRADE 4O\ LI ABovEGRAOEAREAs) m 24° rww. _ � = W W UNDER, MIN. \�/ #4 REBAR \ v v v v v v v - - - � � EV�/VA//VA//VA"'AY VARY PER ,P A"VA�/VA//VA//VA//VA//VA//VA - IW O - J � X r�\`j = III I I O IIIII IIIII I CENTER I I I '� CRAWLSPACE X Ep, 1 X 4 P.T. EXPANSION JNT. II I III 18" MIN. 7(0, H Q BELOW GRADE = d - I� z - III 4' TIGHTLINE( III- uJ O I I I I III = Q O EXT. WALLS ONLY p THICKENED FOOTING 6 n = 1 SCALE. 1 1 POST FOOTING � SCALE: 1"= 1' E�. IIIII SCREENED 2" PVC MIN LAP SPLICE =24" IIw WEEP HOLES 6' O.C. i 11 � 11 III IIII IIII I I = R-10 @: -CONDITIONED AREA SLAB ON GRADE � I I I I�I I I I I I I J (_MIN LAP SPLICE = 24"-- Q � III III III I I � w _ GARAGE DOOR _- BUCK OUT FOR GARAGE DOOR = 4" CONC. SLAB OVER 6 ��R� f �' ��� I Y 4' TIGHTLINE 1 O Z Y 'a �" "III III MIL VAPOR BARRIER ON � �•'" GENERAL NOTES: IIIIIIIII Z LAB OR FILL -SEE NOTE # 1 B � � GRANULAR FILL COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. � � -- -- - _ a R 10 FOAM w/1oMILVB I� • DRAWRocK *ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF D I I III • • DRAINRocK � a a //AA/o,AAj/ • ° � �����j * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. � 4° PERF. UNDER MIN. 3" a 4° PERF.I __----- 16 MILL VB I (EXT. WALLS ONLY)- VA VA 2 GRADE 40 O #4 REBAR * REBAR MINIMUM GRADE 40. � V IC IF NO SLAB -III - V= C CONCRETE MINIMUM fc 2500 psi I I I —III III III III III I I 1 I I _III III III III III III IIII TYPICAL FOUNDATION WALL ** ANCHOR BOLT SPACING -USE LESSER OF THIS OR SHEAR WALL CALLOUT. TOE HEELI III III III- *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF= III III III III -TOE( III III III III INFECT *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 7 @GARAGE DOOR ����5 �� G� I I = / SCALE: 1 " = 1' . NOT TO SCALE( I I I III III III III III III III III III III I I I I NOT TO SCALE III III III III III III III III III III III I I .; cli L N 0 0 N CP r.0 N N N M i0 0 CV CP N 2'-0" 1'-6" 10'-6" ❑ rmo5 X16 5 PT GLIBDROPPED 0o II 446 C7 Q� R a O PERVIOUS PAVERS I I�0� X 0 Lo ° 6 ° 1, J II Q a L? 4 � 4 II ❑ 4a r b][E5 .5DRO PT GLB DROPPED 1 6"� 5' 0" 0'-6" I I II 42B 0 LU I I�0- LU 0- L2 X LU L0 0- I IC°° 1 ) 2 A7 A7 33'-6" 15'-0" - - - - - - - - - - - - - - - "' Lu I I a CD ED (V 7 co 21 H TOP @ 96" ED ED 1 I I � b w a o U � 21 H TOP @ 96" ED 01 co N I I ED ED � 26H TOP @ 96" zo 00 I I II 13'-0"- 5'-0" T-O" 1 4 6o I 1 I T-10" L- - - - - - - - 1 - 26H I 9 ICLOI ET LO ¢ IT-3" XI 2" 27 SQ FT BEDROOM #1 14'-2" X 1 V-8" 1 I 1 2 177 SQ FT 10' CEILING CARPET FL 1 �O A 0 EXERCISE ROOM 14'-2" X 8'-0" 124 SQ FT 10' CEILING CONCRETE/TILE FL 12'-0" NI 17HD I I 1 ED ED o 26H TOP @ 96" I I o 1 1 a I LIVING ED 23'-3" X 22'-3" q LO LO 21 H TOP @ 96" 440 SQ FT 10' CEILING CARPET FL o I U I d _ o 0 21 H TOP @ 96" 28'-9" NNE- 13'-3" 15'-6" Headers Default header material is Doug Fir No. 2 or better 2x headers must be in tall orientation with flat 2x nailed at bottom in "L" configuration 0' 8" I Default Trimmer. use 1. 2x stud or Simpson LUC hanger. each end. 1 I Default Icing Stud, opening 6-feet wide and less use 1. full height stud each end (plate to plate.} o Default Icing Stud, opening wider than 6-feet use 2, full height Studs each end (plate to plate_) Trimmer, each end ling Stud, each callout Nfin, use Alt 1 min. use Alt 2 min., use (ifblank use default end (£blank use -- -- -------°O-------- o - - - - - - - - J above_) default above.) 20H 2x6. "L" config 4x6 2 -2x6. flat for mid wind. ------------- 21H 2x10_"L"config 2-2x8 4x8 I T 1 �I J I I 22H Use min., 6x10, approx 8.6' long (continuous from 77M to corner.} Hang on 77M with HUC. At corner. bear on two Studs_ Connect studs and trimmers to this header with A35 and screws, typ_ - - - - - - - - - - T1 Use min.. 6x10. approx 8.5' long (continuOLls between two 77Ms.) Hang on each 77M with HUC. Connect studs and OFFICE I I o CRAWLSPACE I 23H trimmers to this header with A35 and screws_ typ_ OKE DET. 1 I I 12'-2" X 7'-11" I I 16-16" X 7'-8" 1 24H 6x10 4x12 2 20H� I 104 SQ FT I00 I 142 SQ FT 1 Use min 6x10 or 4x12 At 8SW extend over to of BSIN and connect er that callout At other end (North ends 10' CEILING 25H p p 1' I I CARPETFL I I I use 1 trimmer and 2 king studs_ °D 21H 21H 2-2x10 4x10 3.5x7.5 glulam co DET I J CC)5 OKE❑ N I Default sawn material is Doug Fir No 2 or better. 26H ono - - - - - - - - - - - - - - Default glulam. LVL, PSL materials see Standard Structural Specs herein. Default LSL is 1.5E. 2,300 psi. mill Fb. HALL 1 4'-0" x 1z- o" I [4]I I I Default wall connection- 3" bearing in pocket or on plate with min__ 2 Studs below_ 56 SQ F = I - - - I I I Default end post connection: LCE. ACE. EPCZ- ECCQ, Or similar. CO J°O I 3/4 BATH I I Default corner post connection with mitered beams over: LCE4. LCE4Z. or RTC44. 12'-2" X 6'-0" zo �° 79 SQ FT 1 1 `o I I Default mid -post connection LPCZ_ PCZ: CCQ, or similar_ rn 21 H 10' CEILING ❑ o❑ I , I Default beam to beam connection- HU_ HUC, HUCQ Or similar_ 1 TILE FL 4'-4" Q 0'-6" callout 3lin. use Alt 1 min., use C onnectar (if blarik use Alt 2 min. use ,Notes T-8 1/2" 5'-0 1/2" ' ' default, above, D20 2880 I I 30B 3.5x12 glulam 5.5x10.5 glulam 5.5x12 glulam CLOSET _ _ - J 31 B 4x6 7'-4" x 2'-11" 25 SQ FT 2 CLOSET �4'-6" X 2'-3" rn I 1 32B 4x6 ? 0 12 SQ FT iv m I - J I 400 5.5x18 glulam 3.5x22.5 glulam 21H L- 1321 5N0- - 1 L 41B 1.75x11.8 LVL BEARI G WALL - - - 00CD J 42B 5 5x16.5 glulam 6.75x15 glulam HGU. HGUS. or HGLTV to 43B 1 I 43B 5.5x15 PT glulam 5.5x16.5 PT glulam 44B 5.5x15 PT glulam 5.5x16.5 PT glulam 1 5'-0" 15'-6" Posts SPRAY FOAM I Default material is Doug Fir No 2 Or better. 406 - INS. THIS WALL g Default bottom connection on plate: 2, FC or 2, A34 with screws. or 4. 16d face nails. RISE = 7 1/ " Q I Default bottom connection on beam: 2_ FC or 2, A34 with screws, or PCZ_ RUN = 11.5' J RAILING Oa ~X Lu 00 LO Default bottom connection on concrete: PE. or AB. or A.BU. Or ABIN- or C B S Q UP I Alternate bottom connection on concrete: #5 rebar or 5.+8" all -thread. epoxy 6" min. into past butt, and 6" min.. embed in o conc. Conc embed may be wet set or epoxy_ ' I Connector (if blank use cri 3'-10 1/2" 4',2" 0'-8" r - -, = callout N11in., nse Alt 1 min., use Alt 2 min.. use default, abovel mantes D2-2 MO Q I BEARING WAL 20H CLOSET R T-6" X 9'-3" N I I 37 SQ FT 1 I L_ - j LO 8,_0„ LO I I 16'-4" I 7 Im I 7 9 0'-4"- 0--6" 0, $„ _ I BEARING WALL I I 1 C AND DIMS. T.B. D� - - I I I I - 5'-6" L - - - =A7M' At_L - - - 20H_ BEARING WALL - - - - - - - - - - - - - - - - - - - 3080 - - - - - - 1'-6" T-5 1 /2" 5'-10" 5'-8 1/2" 4'-4" 6'-7" 5'-6" HALL V-2" o 0'-8„ NCD LLI20H N v �I 10'-8" X 3'-9" CODDO i¢ N 20Hco L_ - d Q 7 47 SQ FT SMOKE DET 7 7 � U 0 10' CEILING 20H TOP @ 96" ❑ 1 17 H D o v SMOKE DET CARPET FL m m co o 20H BOT @ 75" ;N- r BEDROOM #2 FULL BATH I STORAGE/MECH 12'-6" X 14'-7" 8'-4" X 9'-11FULL INNI12'-1" X 16'-7" 204 SQ FT 97 SQ FT CABINET 250 SQ FT 10'CEILING 10'CEILING o in TOP @ 96" CARPETFL z TILE FLo M a" 2'-10" 6'-0" 0 0 20H BOT @ 7s° m I Nmm z10 s I I �a w 2 "' ED ❑1 1 17 H D - `� 2oH TOP @ 96" OSET 4 V N-o N N I 1 m LO Cj 20H BOT @ 75" 21 SQ FT O iv 1 26H o I 1 N L---- ----- C =7 13'-3 1/2" - 4 1 /2" 2'-10" 6'-0" 12'-1 " co iv b J GAS APPLIANCES TO BE N ®� zo PROVIDED WITH DEDICATED - - - - - - - - - - - - - - � I N LQL COMBUSTION AIR VENTING OR 13'-0" 9'-8" - - - o iv SUITABLE EQUIVALENT N, 13'-0" 2'-8" 2'-10" 4'-2" 1'-10" cD- - - - --12'-9-9"- - - - - - 2'-0" 6'-6" 1 6 22'-8" 14'-7" A7 �A7 9) LIVING AREA 2070 SQ FT 15'-0" 70P 2- 2x4 4x4 71 P 3- 2x4 2- 2xG 4x6 72P 3- 2x6 6x6 4- 2x4 73P (see main callouts) LOWER LEVEL WALLS AND MAIN FLOOR FRAMING -ALL FLOOR SHEATHING IS 12FD, TYP. - FLOOR AND DECK JOISTS ARE OPA, TYP. - STAIR FRAMING PER ARCH AND CODE MIN. - DECK DECKING IS 13DD, TYP. - FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. - ALL EXTERIOR FRAMED WALLS AT THIS LEVEL ARE 2PW ❑j,vvj,v�j, ; ❑/❑/❑/❑ a ❑❑�❑❑�❑❑�❑ 1/2" SHEET ROCK ❑��❑��❑��❑ 8" CONCRETE WALL R-21 INSULATION \ • 2 X 4 WALL @ 6" FROM CONCRETE BUILT OUT ONLY IN FINISHED AREAS 0'-611 . 1/2" WEDGE ANCHOR 48" O.C. 2 X BORATE TREATED PLATE TYPICAL FURRED OUT WALL IN BASEMENT 1 SCALE: 3/4" = 1' - - - - - - - - - - - - I I I. I- w 0 la L- - - - - - - - - -- cuo) 12'-0" 7/8" ALL -THREAD @ STRONG WALL BASE (TOP OF STEM) TO FOOTING BOTTOM REBAR EA1. auL�SQ'S 15 Frm!'G' rt. �_rSAA,5 Z5N L.Y NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY CREDITS TAKEN ENERGY CREDIT 1a EFFICIENT BUILDING ENVELOPE WINDOWS: U=0.28 FLOOR: = R-38 INSULATION - SLAB ON GRADE - R-20 ENTIRE SLAB ENERGY CREDIT 2a AIR LEAKAGE CONTROL & EFFICIENT VENTILATION -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR WHOLE HOUSE FAN PER SECTION M1507.3 ENERGY CREDIT 3a HIGH EFFICIENCY HVAC EQUIPMENT - GAS FIRED, PROPANE, OR OIL FIRED BOILER WITH MINIMUM AFUE OR 94%. ENERGY CREDIT 5c EFFICIENT WATER HEATING GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. 25'-6" 12'-0" WINDOW FLASHING INSTALLATION TYPICAL HEADER FRAMING STEP # 31 STEP # 21 STEP # 1 HEADER LESS THAN 5' HEADER MORE THAN 5' WINDOW W/ 6" POST WINDOW W/ 3" POST ='ur- " STEP A - *-INSTALLTYVEK HOUSE WRAP STEP B - INSTALL TYVEK TAPE rw m 4" VYCOR TAPE STEP A - -INSTALL TYVEKAPRON BELOW WINDOW SILL FEP B - STALL VYCOR ACROSS WINDOW SILL _ ...__ ... :K FLEX WRAP IN WINDOW CORNERS (1) KII i FROM IM M O FLOOR PLAN NOTES J. STERLING SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN N EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: ED N 1 ❑ GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE J STERLING BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTORARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. . c SHELF AND HANGING ROD. 1/4" = 1' U.N.O. ❑ BUILT IN SHELVES. DATE 0 05-14-2020 o ❑ CABINET - OWNER / CONTRACTOR TO VERIFY. 06-30-2020 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 ❑ SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20" WIDE AND 24„ HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR. 07-08-2020 © TEMPERED GLASS 01 -1 9-2021 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE ❑INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING,0) END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE. MIN. EFFICIENCY OF 91 % 0 F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 118" T & G PLYWOOD. FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL (f] LU ❑EXPOSED BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF X, FURNACE. � PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF `3 m VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF 70 ❑CONTROL THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ° PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 z C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, w 0 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK Z PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE N CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 21 1 1 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH 3 AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. A8 w 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. _J w FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. 1 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. O GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING. U 13 INTERMEDIATE RAIL SPACING SHALL NOTALLOW A4" DIAMETER SPHERE TO PASS 0 THROUGH PER I.R.C. SECTION 312.2. 4- PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR CV TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N L 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE rn SURROUND & HEARTH MATERIAL. C: O 15 GARAGE FLOOR SURFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR MIN. 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 0 Q U 0) Z � LU M -0 _0 M 16 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. LU Q COO. I� lb N GENERAL NOTES Q °Q 0 m ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. LU VERIFY HEADER HEIGHTS WITH SUPER. ` ^ v ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED Z W OTHERWISE. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED ILL LLB h� OTHERWISE. z Q O PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER Q DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z LOCATIONS. w v / z V J W Q FRAMING NOTES J N w00 REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. Q U COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OFUj (n FOUNDATION/SLAB/JOISTS BLOCKOUTS. Uj w O 7 FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR L SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 0 O ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. N ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED CO 05 BY MANUFACTURER FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. Z, zLLzQS PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST ` wp0 OZuU LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO o o w of FLOOR HOEDOWN LOCATIONS. U.UO < o awoa a Z PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING n/ a�zo'0 LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. UUUQm ma., ALL CONNECTIONS TO BE SIMPSON OR EQUAL. O zawwa Ox=Za Zw VOA �wm�m Ox>wz INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE O =��00 ~Zw� CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM J .0��2 w �,y w o CONNECTIONS. W a z Z o�1a- PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. Z� 'XI �aUo CL?p°o <O z Oo .zo a�Zm'a UOzQ� I- M§.= z 0 z3�0azz o_ W vi ZW"jaa .D-HH zW r`\J 11 F0z Za00ya,nuu' ,z! o W o oo= FZul 0 =2r o,,mQ w<Z, Q �LL m OWNER APPROVAL INITIAL: PAGE #: A3 PAGE: 8of21 3 A8 0 0 N Qo 0-) QN o N N M 0 N 14'-0" 2'-0" 1-1'-6" 10'-6" r — ,DECK FASCIA5/4" COMP. EXT. MAT. - INST. W/ Tm5.:5XlE.5PTGLB DIPPED L — I� e Imo] 19'-6" 19'-6" II „� LATERAL LOAD CONNEC{LION� A,4 }y A4 o I I Z � 446 0 � 5 6 I 1 I 3:Z o a 15'-0" 4'-4 0WU m U) � Y U, H ILL 0z U)M as oY U UZQo I I C2 LU =o�� �� U go a Z� L �I E B A4 I44. J SOLID 2X BLOCKING AT LATERAL LOAD CON NECTION DTT2 5 PT DR PPE — — C FASCIA 61T ��. MAT. - INST. W/ SPA ERS ��30 2'-0" 1'-O '- ` 5'-6" 5'-0" L- 3'-0" 9'-0" N c m G C A4 A4 12'-0" 42B Ci 40B m w O Co C0ifl Q Iw F- a H Q O 0 D Lu cn = co o "2o Oo_ o� o w x ILLQ N Co c LO N �� I�� 000 0 J_ mo 12'-0" 4'-4 1 N A 2 A7 99'-91, 28'-9" 37'-6" - - - 4 a - 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I� I I ----------- -- I I I I I 0 11 7/8" BCI 60001.8 CD "1" JOISTS 16" O.C. °� 12 FD FLOOR DIAPHRAGM 8 LOWER LEVEL WALLS AND MAIN FLOOR FRAMING A I -ALL FLOOR SHEATHING IS 12FD, TYP. o A4 - FLOOR AND DECK JOISTS ARE OPA, TYP. I -STAIRFRAMINGPERARCHANDCODEMIN. I �,� — ------------- I I- DECK DECKING IS 13DD, TYP. - FIREPLACE AND CHIMNEY FRAMING PER a B Co A I I a I ARCH AND CODE MIN. A4 0 °O I A4 I I I - ALL EXTERIOR FRAMED WALLS AT THIS LEVEL ARE 2PW 12 FD Floor Diaphragm I I I x Sheathing: NVith joists at 24" or 19.2" OC, use min-, 2-4 A oc rated -PA Sturd-I-Floor; either 1-4". 4" species group 1, or T'S" species group 4Nlav be OSB or CO N plywood. Good for 130 psf. TL @ L:'360 defl. °? o I n I x Sheathing: i'Vith joists at 16" OC, use min-, 16 oc rated- APA Sturd-I-Floor, min-, 19.•'32" thick May be OSB or plywood. Good for 245 psfTL - Lr360 deft- SheathingLayout: Case i per IBC 2306.2.1(1) Iz 0'-6" k\v---- —J e 1/2" I I IIII I �II I I BEARING WALL '�l■ �I�� �■Ih�llr Ci �II� II"FILM, D B A4 A� i 2'-0", 6'-6" 30 LB FELT OR SUITABLE BARRIER TO BE USED BETWEEN HANGER AND ACQ—DD & CA-B TREATED SILL i� I SILL SEAL Simpson Strong -Tie \� /(' ITS11.88 `_ BEND TAB AND FASTEN WITH 10dx1 1/2" NAILS WHEN WEB STIFFENERS ARE NOT USED TOP PLATE HANGER A NOT TO SCALE 1 A7 �W. F�WF._ i JOIST Pi�iM BCI JOI: Blockin — U) Q�QJW (O I�o0 B A4 �LL 416 oe o� (D — 00 1.75X1 � FLOOF r` 4'_: ° Floor Joist Blocking per IRC 502.7 (Seismic Design Categories D1 & D2) ,vvr�u vn o�r�vi� imauu u per IOcal code provisions Q 1 CONTINUOUS BLOCKING V ) NOT TO SCALE 4 14'-7" 2 A7 Face hAln f t%§ffi:width shall vv v`v" „•, 2x specified hanger nail length JOIST TO BEAM (:c NOT TO SCALE Nail Boise to BCI°joist with 8d nail into each flange. RIMBOARD D NOT TO SCALE ADDED 2 X BLOCKING FOR DEPTH 1 112" GYPCRETE FOR RADIANT FLOOR HEATING a' SOLID 2X BLOCKING AT LATERAL LOAD CONNECTION SIDING TYP. TYVEK HOUSE WRAP 7/16 OSB SHEATHING FLASHING ff DECK PLANKING SIMPSON ZMAX LUS210 2 X 12 PT. JOIST 16" O.C. 3 DTT2Z FASTEN 2X PT LEDGER WITH (3) ROWS OF 1 /4" X 4 1 /2" SIDS SCREWS @ 16" O.C. 2 X 12 TREATED DECK LEDGER DECKHOUSE CONNECTION E SCALE: 3/4" = 1' GENERAL NOTES DESIGNED BY: J. STERLING ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: o ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. J. STERLING VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 1/4" = 1' U.N.O. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED DATE o OTHERWISE. 05-14-2020 z PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER o DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. 06-30-2020 FRAMING NOTES 07-08-2020 REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 01-19-2021 COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Z ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. Co 0 X, ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER 2 FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE m AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE 70 o GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. O PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Z LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO w FLOOR HOLDOWN LOCATIONS. z (D U PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 3 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE A8 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM 6i CONNECTIONS. L` ►5 F� �ll'a�sc,'T'�,. -ITe AA. S �>►-1 LY . PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. 93/39" MIN PI Ywnc)n/nRR NAIL WITI INTO EAC r BLOCKING ) FOR CANTILEVER. 0 U O N N � � co M Q � O O > U �: z LL � LLU co r M -0 _0 W O 0 M M0 U O Z � m Q M W3: UU Zw W1211� z 0O _ U � Z (n Q z JJ w Q J U LLj N 00 � � > Q M W w U) w O Z� D o a_ N W 00 N Z a a0 Z w00- OUU z iL O ,- -SQ.. .y Z J < O g awoa ZZoUK �H❑U2 a�zz� V mo ao zawwa 0x=za z w o o Z N ==-oo � ant-aw_� w❑z a w.o2�2 wm—wx wc,o o§�az Ilz'Uo Z H A/ IL.1` ❑OzUo .m'a '.1 a �O❑- z w z LL x m t ❑ 0 ZZ�ZZ ❑a- z z W U a a o❑a a .N� zoO-F VaUOzz UZ00 Oo a-r- 000= O F Z U I 2a0o ozmQ J L wa�0 � z w _ OWNER APPROVAL INITIAL: PAGE #: U A4 CANTILEVERED FLOOR JOIST PAGE: :G::) NOT TO SCALE 9of21 14'-0" DECK 4 13'-11 " X 2 V-6" 298 SQ FT - A8 DECKING 19 • 13 N o N 1 (:�A7 A7 0 19' 6„ V-3 3/4" 4'-0" 2 4'-0" 0 1/=y3� 2 4'-0" 0 1/=y3� 2 4'-0" -- W01 4046 PIC W02 4046 PIC W03 4046 PIC W04 4046 PIC ZOH @ 162" AA 20H @ 162" AAA ZQH @ 162" AAA ZOH @ 162' FULL HT. 0 1 I 48" FRIDGE PANTRY jt�CABINET e0ee0o 77r 28'-9" 99'-9" 15'-8" o 0 r 0 4 I -------------- M 2oH I 1'-10 1/2" 1'-5" 1'-5" � 1'-0" 4' 0„ � 1'-0" 4, 0„ 0'-10' U_ 20H TOP @ 162 2' 0" 2' 0" r{4 2' 0" 3' 2 1/2" 4' 0" a m III W05 2060 PIC W06 2060 PIC W07 2060 PIC W08 4016 PIC W09 4016 PIC W 10 4016 PI 0 0 �v co 20H @ DOOR HT. KITCHEN 2oH @ 96" 2oH @ 96" 2oH @ 96" 20H @ 117" 20H @ 117" 2oH @ 117" 0 r 00 ®--- I 21'-2" X 20'-9" HALL CO DET o LAUNDRY - IT-1 " X T-10" O 15'-7" X 8'-0" [4] VAULTED SQ FT 60 SO FT O� ¢ ^ 146 SO FT BUILT IN BENCH �q VAULTED CEILING 11' CEILING SMOKE DET O11' CEILING b U U HARDWOOD FL 0 SLATE/TILE FL SLATE/TILE FLFL 16 0 0 20H TOP@162" 2'-11 1/2" 10'-7" 16'-1 1/2" o a v I� L - - - - - - - - - D08 3080 1 0 s 11 ¢ 2oH Lo Co 21 H @ DOOR HT. 'oq PANTRY ¢ o /1 II ill 3 10'-3" X T-0" 11' CEILING I BUILT IN ENCLOSURE ifl L_ o U 0 a 'It CO 2oH TOP @ 162" �o 0 M 0 0 22H @ DOOR HT. T U FL 0 F m 2oH TOP @ 162" N _ uo iv BB Q Cfl AREA o 13 m - 5 1/2" X 12" DECORATIVE GLB -EXPOSED - W11 31050 PIC W 12 31040 PIC 9'-0" 5 10 14'-4 1/2" U U 20H TOP @ 162" & BOT @ 96" EE 0 0 ZQH TOP @ 162" CO cM M 20H FLAT BOT @ 96" 0 U U FL 0 0 2 HH TOP @ 162" (LO 1 CO M 0 20H FLAT BOT @ 96" GRE T RO 19'- CD 42 SQ F U U VAULTED CEILING E E HARDWOOD FL 0 0 2oH TOP @ 162" M Lo M cM L0 20H FLAT BOT @ 96" >(3) AAA m 0 U U EE 2oH TOP @ 162" o M CO 20H FLAT BOT @ 96" 6'-5" 6'-3" 14 m0,-6„ FLUE CLARENCE FOR LOWER FIREPLACE = cV N N q N zo N BEARING WALL W/ 36 SQ FT SLATE/TILE FIL FOR W&D M----------- EllW ❑ - - - - - - - - - - - - - - AV OVEN BELOW ❑3 - --I 4 2OH @ 117" ZOH @ 11 ZOH @ 117" U1- 94 16 PIC W184016 PICW174016 PIC O 8 _ 4'-0" 1 0 4'-0" 11.4. 4,-0„ ZQH TOP @ 117" N = 0 -10" N M N lol DINING 20H FLAT BOT N b 0 21 H TOP @ 96" ° (° I� I 12'-9" X 10'-8" 7sMw a � r 146 SQ FT ZOH TOP @ 117" X 11' CEILING o� I I HARDWOOD FIL ZOH FLAT BOT @ 96" N cD N o !!! o O b N � 78M 2OH TOP @ 117" D09 3080 a w ° 1'-11" 20H FLAT BOT @ 96" 0 U coil U N ° J 5'-7" X 5'-4" 1 0 ® BUILT-IN OR CABINETRY T.B.D. N = 3 34 SQ MAYBE SUPPLIED BY OWNER N o ° z CD 11' CEILING BEARING WALL _ - HARDWOOD FIL - - 1�_6"'Y a CLOSET❑ ° I w ° 617 SQ FT 2 ° o ° 6'-2 1/2" 30B alt. 2 0 W CO 0 II Co J L1J N O 6'-5" A e 13 o HALL - I� 4'-4" X 3'-10" �N 19SOFT z� 0 a� m111"Y 20H - - - - - I -D11 3080 T-2" 4'-1 1/2"� W 9 ADQ N O m a D101i08O ° n 77M 7' 0" � o d 0„ � w I 15'-6„ 1CO x ENTRY 12'-6" X T-6" 23H a° ° Q _ 124 SQ FT CO DET o PORCH a 7 ° 4 VAULTED CEILING oO 1 ❑ coo a Ni=5" X 11'-5"I SLATE/TILE FIL SMOKE DET. O Zo 73 S6 FT [(� 4 a d x IISE=71/2" 13 :UN = 11.5" 3431 ° 0° D - - - U ° L a N ° 18" X 18" STONE tL 0 ° COLUMN BUILDOUT I- - 77M w 3'-6" A^Q 1'-6. 1V-6"- TOP @ 117" N o _ ROOF TO DRAIN PIPE 20H FLAT BOT @ 96" E 0 TO SPLIT SIDING U 00 N DESIGN T.B.D. TYPES - - I N 20H TOP @ 117" E W N E - (V o 7 - - CD 04 "' 0 20H FLAT BOT @ 96" w N N 77M 2oH TOP @ 117" U tl tl 0 0 � Cl) o 20H FLAT BOT @ 96" 0 1O O _ N 5'_6 BEARING WALL ) o 8'-7 1/2" 5'-6" DET 1 A7 2 A7 C N v s9'-9" LIVING AREA 2065 SQ FT 37'-6" 37'-6" FULL HT. GARAGE CABINETS FULL HT. GARAGE CABINETS GARAGE 15 36'-4" X 23'-0" 920 SQ FT 12' CEILING UPPER LEVEL WALS AND ROOF FRAMING - ROOF DIAPHRAGM 11 RD, TYP. - TRUSSES, RAFTERS AND LAYOUT ARE OPA, TYP. - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. - ALL EXTERIOR WALLS AT THIS LEVEL ARE 2PW EXCEPT AS SHOWN ON THIS PLAN. @ 96" - - - 24H @ 96" D05 9080 604 9680 4'-0" 9'4" 2'-0" 9'4" 25'-6" Headers S Default header material is Doug Fir No. 2 or better 2x headers must be in tall orientation with flat 2x nailed at bottom in "L" configuration Default Trimmer- use 1- 2x stud or Simpson LUC hanger- each end. Default King Stud, opening 6-feet wide and less use 1. full height stud each end (plate to plate.) Default King Stud, opening wider than 6-feet,- use 2, full height studs each end (plate to plate.) Trimmer, each end Fling Stud, each Callout Nfin, use Alt 1 min. use tilt 2 min., use (ifblank use default end (ifblank use above-) default above-) 20H 2x6- "L" config 4x6 2 -2xG_ flat for mid wind- 21H 2x10. "L" config 2-2x8 4x8 22H Use min-, 6x10, approx 8.5' long (continuous from 77M to corner.) Hang on 77M with HUC. At corner. bear on two studs- Connect studs and trimmers to this header with A36 and screws, typ. 23H Use min-- Gx10, approx 8.5' long (continuous between two 77Ms-) Hang on each 77M with HUC. Connect studs and trimmers to this header with A35 and screws. typ. 24H 5x10 4x12 2 25H Use min.. 6xl0 or 4x12. At 8SW. extend over top of 8SW and connect per that callout. At other end (North end). use 1 trimmer and 2 king studs- 26H 2-2x10 4x10 3.5x7-5 glulam Beams Default sawn material is Doug Fir No 2 or better - Default glulam_ LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E- 2,300 psi, min Fb. Default wall connection: 3" bearing in pocket or on plate with min., 2 studs below. Default end post connection: LCE, ACE- EPCZ,. ECCQ, or similar. Default corner post connection with mitered beams over: LCE4, LCE4Z. or RTC44. Default mid -post connection: LPCZ, PCZ, CCQ, or similar. Default beam to beam connection: HU, HUC, HUCQ or similar- - (if b1an: use Callaut NEU. use Alt 1 min.. use Alt 2 min. use Notes default, above} 30B 3.5x12 glulam 5-5x10.5 glulam 5.5x12 glulam 316 4x6 32B 4x6 40B 5.5x18 glulam 3-5x22.5 glulam 416 1.75x11.8 LVL 42B 5.5x%5 glulam 6.75x15 glulam HGU. HGUS- or HGLTV to 43B 43B 5.5x15 PT glulam 5-5x16.5 PT glulam 44B 5.5x15 PT glulam 5.5x16.5 PT glulam Posts Default material is Doug Fir No 2 or better. Default bottom connection on plate: 2, FC or 2, A34 with screws. or 4. 16d face nails - Default bottom connection on beam: 2. FC or 2, A34 with screws. or PCZ- Default bottom connection an concrete: PB. or AB. or A.BU- or ABW. or CBSQ Alternate bottom connection on concrete: #5 rebar or 5.+8" all -thread, epoxy G" min. into post butt, and 6" min.. embed in conc. Conc embed may be wet set or epoxy - Connector fif blank use Callout NEU., use Alt 1 min., use A[t 2 min., use default. above; 1•otes 70P 2- 2x4 4x4 71 P 3- 2x4 2- 2x6 4x6 72P 3- 2x6 6x6 4- 2x4 73P (see main callouts) 52'-6" F-V-16"� I E5E @ 96" q D03 9080 N 1' 6" 9' 0„ 12'-0" 1 5 '5T 4.4 ''x `i- FULL HT. GARAGE CABINETS o v rATTIC -1 ACCESS 12 L L U E 20H @ 120" 0 U E 120" o _ o 20H @ C zo u2 N 0 U a o , 20H @1zo" v v 0 v NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY CREDITS TAKEN ENERGY CREDIT 1a EFFICIENT BUILDING ENVELOPE WINDOWS: U=0.28 FLOOR: = R-38 INSULATION SLAB ON GRADE - R-20 ENTIRE SLAB ENERGY CREDIT 2a AIR LEAKAGE CONTROL & EFFICIENT VENTILATION -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR - WHOLE HOUSE FAN PER SECTION M1507.3 ENERGY CREDIT 3a HIGH EFFICIENCY HVAC EQUIPMENT - GAS FIRED, PROPANE, OR OIL FIRED BOILER WITH MINIMUM AFUE OR 94%. ENERGY CREDIT 5c EFFICIENT WATER HEATING GAS FIRED, PROPANE, WITH MINIMUM EF OF 919/6. WINDOW FLASHING INSTALLATION TYPICAL HEADER FRAMING STEP # 31 STEP # 21 STEP # 1 HEADER LESS THAN 5' HEADER MORE THAN 5' WINDOW W/ 6" POST WINDOW W/ 3" POST STEP A - -*-INSTALL TYVEK HOUSE WRAP STEP B - INSTALL TYVEK TAPE num 4" VYCOR TAPE STEP A - -INSTALL TYVEK APRON BELOW WINDOW SILL FEP B - STALL VYCOR ACROSS WINDOW SILL INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS (1) KII I FRON 1 M FLOOR PLAN NOTES J. STERLING SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN N BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: o ❑EVERY 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE J STERLING BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTORARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. . c m SHELF AND HANGING ROD. m 0 1/4" = 1' U.N.O. H BUILT IN SHELVES. DATELU LU 05-14-2020 o_ ® CABINET - OWNER / CONTRACTOR TO VERIFY. 06-30-2020 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20" WIDE AND 24„ HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR. 07-08-2020 4 © TEMPERED GLASS 01 -1 9-2021 A8 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE 1�1 INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, 0) END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE. MIN. EFFICIENCY OF 91 % Z F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. - OR HOUSE TO HAVE RADIENT FLOOR HEAT. VERIFY WITH CUSTOMER. EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE „X" GYP. BD. NO FURNACE SHALL w a BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, ❑ X BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE. PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF m CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF 70 a 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 1. EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE C PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 z C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN,M w 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK Z 0 PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE N CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 1. Iq WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH 00 AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. ui 22" x 3O" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM.LL _J FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. 1 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. O GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING. U El 3 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2. O 0 PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR CN73 ^ TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO CN L 3 1 �} MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE to A8 SURROUND & HEARTH MATERIAL. O \ [15 GARAGE FLOOR SURFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR O 2 MIN. 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LL LLM U N z LU _0 16 20 MIN. FIRE RATED DOOR W/ SELF -CLOSING DEVICE. w L O O 4- 0 2 rn GENERAL NOTES 0 z co 120 �Q M ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. LU VERIFY HEADER HEIGHTS WITH SUPER. ` ^ v ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED Z w/ OTHERWISE. O ' ' ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTEDLL W mo L.1_ OTHERWISE. z Q O PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER Q DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z LOCATIONS. w v / z V J - W Q FRAMING NOTES N w 00 REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. Q U COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF (n FOUNDATION/SLAB/JOISTS BLOCKOUTS. Uj w O 7 FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR L SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 0 O ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- PRIOR TO THE FABRICATION AND INSTALLATION. N ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED W 00 1�1�1 BY MANUFACTURER N FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. Z} Q Q U .00 PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST o zoU LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z Z oco a a cnw� FLOOR HOEDOWN LOCATIONS. UW-oU O awoa a PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING J ZZ0UK akz°M LOCATIONS WHERE THERE ISA LOAD BEARING WALLABOVE. o�`wo Ulm =Od ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Zawwa Ox=zaU ZwUz � wm�m INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE 0=ywZ =FC 00 " ~=w� CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM O wo'L � w M W w o CONNECTIONS. W a z Z w�1a- PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. zrt oxLL O Zaco 0O aOZU J a.�m'a zOZ.= W LL 0 z3�0azZ o_ zW�jQQ 7UZ'n, Z N�-aa 000" u aFzz Z000= wzoo Q ,y�UU ammNo Fzul 2 H o 0 wa0zo �LL ti UZ OWNER APPROVAL INITIAL: PAGE #: A5 PAGE: 10 of 21 /1—V 2 2 A7 A7 A7 ( 99.4. 4 'N A7 14'-0" 19'-6" 28'-9" in M 11 11� 6?1 5 11 7/8" RIM JOIST RAFTER @ RAKE 1 A7 3 9 9 IF N 9 A7 1:12 A7 A7 A7 Cn Co la� ROOF FOAM BUILDUP TO SLOPE =_ TO PARAPETWALL SCUPPER I W B B -- ¢ PLATE @ 132" 12" HEEL r 4 u ��A 1: 12 �_ 31B 1/4:12 J\�o / ���% 1/4:12 I �QI ♦ ��`J / �� 0 o w — Zi � A7 dOa �OJ N N OL / / �`,p w o 11 7/8" BCI 6000 1.8 "1" JOISTS RAFTERS r r, �G N N zzO 1 /4:12 / O D_ ❑ 24" O.C. - STANDING SEAM ROOF z o NII 1:12 11 RD ROOF DIAPHRAGM TYP. w MANUFACTURED TRUSSES R38 HD INSULATION 31B I-B ROOF / 11 RD ROOF DIAPHRAGM TYP. R-49INSULATION. ABI PLATE @ 132" 5'-6"— 3 A8 0 N 0 N 9.4. A7 LB g 1.12 � 10 8 2 A7 � A7 r IF N N 7M 3'_9- A7 ih o N r r o iir � 1: 12 I r °' 3 8 -, M 5 1/2" X 12" DECORATIVE GLB -EXPOSED — A7 A7 6-5 1/2" 14'-41/2" 1 J 5'-11" I I 7'-0" 5'-0" I 9 IFA7 5 1' 6" 1:12 ♦ - ¢ 32B m PLATE @ 132" o M FARING LL W io _ g — — — a 1:1211111l N 11� 1:12 N O - r p N h Q Cl)r . W N a Cr) 11 7/8" BCI 6000 1.8 "1" JOISTS RAFTERS 7N� p 24" O.C. - STANDING SEAM ROOF N i w 11 RD ROOF DIAPHRAGM TYP. r U 11� R38 HD INSULATION 1: 12 r U B A 1 A7 1: 12 dU o 11 7/8" RIM JOIST RAFTER @ RAKE M '�r� J BEARI WALL a —T_2 10 A7 2 2 N N A7 A7 77M < 11 7/8 BCI 6000 1.8 "1" JOISTS RAFTERS 24" O.C. - STANDING SEAM ROOF w 11 RD ROOF DIAPHRAGM TYP. LL LL R38 HD SPRAY -FOAM INSULATION W U 77M 0 N N r r r r B PLATE @ 135 1/4" M 1 -3" 3 8'-6" A7 22'-8" V-6" 1 A7 4x6 CEILING BEAMS BOT. @ 132" 1/4:12 PITCH oe 1 IB CRICKET �oA 11 7/8" RIM JOIST RAFTER @ RAKE 77M 6-2 1 /2" 1:12 ♦1:12 30B aft. 2 11 7/8" BCI 60001.8 "1" JOISTS RAFTERS ch a 24" O.C. - STANDING SEAM ROOF cD m w or 11 RD ROOF DIAPHRAGM TYP. C7 _R38 HD INSULATION �� LU a N� a o J D_ 77M J ♦1:12 1: 12 (7 77M 11 7/8" RIM JOIST RAFTER @ RAKE IF BEAR1111k WALL a 7 M A7 110 a A7 6 Lcun 0 �' o LL a X (:A7 LL w CiO d��° � in Q U v� 2 ,a <Q Oo u,¢o A �r D Q� LLLL CD J O ° rroo 0 C Z W W a°. Xz� X Z a N N LU Q o 1Q io 3'-6" 66" ROOF TO DRAIN PIPE I TO SPLIT SIDING TYPES DESIGN T.B.D. A7 A7 11 6 1,_3„ B 4'-1 1 /2 — — —8'-7 1 /22" 1 1 Ji PLATE @ 121 1/8" 5 / A7 1,A7 r r rn 7 Q O MANUFACTURED TRUSSES 24" O.C. ❑ STANDING SEAM METAL ROOF w 11 RD ROOF DIAPHRAGM TYP. ❑ R-49 INSULATION. W D_ o� III O rn GIRDER TRUSS CO W U C ❑ D SKYLIGHT W W � N GIRDER TRUSS N _T r r C? r PLATE @ 121 1 /8" r 00 24" HEEL � g in c? 14'-7" 1'-3" 101'-0" 6 2 A7 A7 1:3 I 77 77 r I PLATE @ 144" 14" HEEL 37'-6" 7� PLATE @ 144" ,NUFACTURED TRUSSES 24" O. STANDING SEAM METAL ROOF 11 RD ROOF DIAPHRAGM TYP. 1.9 r r J b PLATE @ 144" 12" HEEL CN OB h 24'-3" 12'-0" 6 1-4- Headers — — Default header material is Doug Fir No. 2 or better 2x headers must be in tall orientation with Hat 2x nailed at bottom in "L" configuration Default Trimmer, use 1, 2x stud or Simpson LUC hanger, each end. Default King Stud, opening 5-feet wide and less use 1. full height stud each end (plate to plate.) Default King Stud, opening wider than 64cet, use 2, full height studs each end (plate to plate-) Trimmer, each end King Stud, each CaRout Rain, use Alt 1 min. use Alt 2 min., use (if blank use default end (if blank use above-) default above-) 20H 2x6,"L" confg 4x6 2 -2x6. Hat for mid wind- 21 H 2x10, "L" config 2- 2x8 4x8 22H Use min-, 5x10, approx 8.5' long (continuous from 77M to corner.) Hang on 77M with HUC. At corner. bear on two studs- Connect studs and trimmers to this header with A36 and screws, typ. 23H Use min-_ 6x10, approx 8.5' long (continuous between two 77Ms-) Hang on each 77M with HUC. Connect studs and trimmers to this header with A35 and screws, typ. 24H 5x10 4x12 2 25H Use min., 5x10 or 4x12. At 8SW, extend over top of 8SW and connect per that callout. At other end (North end), use 1 trimmer and 2 king studs- 26H 2-2x10 4x10 3.5x7-5glulam BeLRTlaS Default sawn material is Doug Fir No 2 or better - Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E, 2,300 psi, min Fb. Default wall connection: 3" bearing in pocket or on plate with min., 2 studs below. Default end post connection: LCE, ACE, EPCZ, ECCQ, or similar. Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. Default mid -post connection: LPCZ, PCZ, CCQ, or similar. Default beam to beam connection: HU, HUC, HUCQ or similar- callout Alin., use Alt 1 rum., use Ain 2 min., IlConnector (if blank usese Notes default, above 30B 3.5x12 glulam 5-5x10.5 glulam 5.5x12 glulam 316 4x6 32B 4x6 40B 5.5x18 glulam 3-5x22.5 glulam 416 1.75x11.8 LVL 42B 5.5x18.5 glulam 6.75x15 glulam HGU. HGUS- or HGLTV to 43B 43B 5.5x15 PT glulam 5-5x16.5 PT glulam 44B 5.5x15 PT glulam 5-5x16.5 PT glulam Posts Default material is Doug Fir No 2 or better. Default bottom connection on plate: 2, FC or 2, A34 with screws, or 4, 16d face nails - Default bottom connection on beam: 2. FC or 2, A34 with screws, or I Default bottom connection on concrete: PB, or AB, or ABU- or ABW, or CBSQ Alternate bottom connection on concrete: #5 rebar or 518" all -thread, epoxy 6" min. into post butt, and 6" min., embed in conc. Conc embed may be wet set or epoxy - Connector fif blank use Caliout Afrn., use Alt 1 non., use Ali 2 non., use default, above Notes 70P 2-2x4 4x4 71 P 3- 2x4 2- 2x6 4x8 72P 3- 2x6 6x6 4- 2x4 73P (see main callouts) NOTES: - 2 X 12 METAL WRAPPED FASCIA - ENCLOSED SOFFIT (VENTED) - OVERHANG AS NOTED UPPER LEVEL WAILS AND ROOF FRAMING - ROOF DIAPHRAGM 11 RD, TYP. - TRUSSES, RAFTERS AND LAYOUT ARE OPA, TYP. - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. - ALL EXTERIOR WALLS AT THIS LEVEL ARE 2PW EXCEPT AS SHOWN ON THIS PLAN. 11 RD RoofMapliragm Shear Capacity : Goad for Eh = 230 plf- seismic; Eh = 322 plf- -�N7nd. -Max aspect ratio = 3: 1. Framing: Trusses or ratters: 2x at 24" OC, max - Framing Connection at Support: - VvIere connected to shear ivall, connect per shear -wall callout - tap of -Ivan- - 'W'here trusses or rafters connect to beam, use H2.5, or A34 vith Screws, or sitar, typ. - At ledger, connect per ledger callout- Sheathing: 7.16- thin-, DSB or CD-X- plywood - Sheathing Layout: Case 1 per IBC 2306-2.(1) ailing: Use 8 d at 6" edges- 12 " field- Blorldng: I-ot required except at supports and at connections to shear walls below - ATTIC ACCESS (n U) F- W J N C° r a r p LU W ❑ W 0- 0- 0 Of 1'-3" 0 io N GENERAL NOTES DESIGNED BY: J. STERLING ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. N DRAFTED BY: N ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. a J. STERLING CID VERIFY HEADER HEIGHTS WITH SUPER. CID ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED CIDOTHERWISE. 1/4" = 1� U.N.O. In 5 ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED DATE o A7 OTHERWISE. � 05-14-2020 PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER a DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. 06-30-2020 FRAMING NOTES 07-08-2020 4 REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 01-19-2021 A8 COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT z ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL _ PRIOR TO THE FABRICATION AND INSTALLATION. W Q) ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED XX BY MANUFACTURER m FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE N AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE70 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. m o PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Z LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO W FLOOR HOLDOWN LOCATIONS. Z PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING 5 LOCATIONS WHERE THERE IS A LOAD BEARING WALLABOVE. o ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM 6i_ CONNECTIONS. LL STANDARD TOP CONNECTORS 0 O N � 3 00 A8 Q 0 OW Oi (n r N HGA1 D r M rl z 0 C7 `D W Q 0 U) z m U LLN �I Q Z m 00 2 Q M It � 1 X U OA HURRICANE TIE @ EXPOSED BEAM U;z W +— LL LU L.l_ _ U z zT_ m Q LIJ m W Q N J 313/16 I U LLI co I N 'U 6 LLJ w �3'161r 6 0 Z Q m p H2.5A o 00 B HURRICANE TIE @ TRUSSES N O G A 1?p zLLZa t 4� WAS4j � z o0oU O 0. M. � O U, a�gui ^ ?Woow 1 1 1k60z 08 ■V 00 w may. pa=Za ►zy zwNC_9N =�<foo eo�'<2 W~wzg w3azz i�a►.s,fiER`5 5��� zQOZo o� oo PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ. FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. _. L.L <9 Z W U Q Q _U'Uz77 O�-aa LL o 00VU NI-zz O zwoo ' W'imw W 0 _000= r'2of4'0O oZmUH �a9Pw r OWNER APPROVAL INITIAL: PAGE #: A9%%j PAGE: 11 of 21 11 RD ROOF DIAPHRAGM SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF - WIND. MAX ASPECT RATIO = 3:1. FRAMING: TRUSSES OR RAFTERS: 2X AT 24" OC, MAX. FRAMING CONNECTION AT SUPPORT: - WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT. - WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP. -AT LEDGER, CONNECT PER 30L. SHEATHING: 7/16" MIN., OSB OR CDX PLYWOOD. SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1) NAILING: USE 8D AT 6" EDGES, 12" FIELD. BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. 12 �1 VENTED BLOCK\ METAL FLASH CAP ON 2 X 12 FASCIA BUILDUP 2 X 10 TAIL STRIP VENT ENCLOSED SOFFIT 11 _3" OVERHANG VARIES (REFERENCE PLAN) R-21 INSULATION SCALE: 1/2" = V STANDING SEAM METAL ROOF 7/16" SHEATHING AIR BAFFLE W/ 1" GAP BCI RAFTER 24" O.C. 5/8" SHEETROCK-' 3/4" WEB STIFFNER--' R-38 HD INSULATION-' 1/2" SHEETROCK 2X6WALL STANDING SEAM METAL ROOF 7/16" SHEATHING 12 HEEL VARIES MANUF. TRUSS METAL FLASH CAP ON 2 X 10 + 2 X 12 FASCIA FiL OUTLOOKER STRIP VENT ITS 1 -3" �VE�� LOCK ENCLOSED SOFF R-49 INSULATION 5/8" SHEETROCK 1/2" SHEETROCK 2 X 6 WALL 2 X 10 TRUSS TAIL DETAIL SCALE: 1/2 = 1' 12 1 STANDING SEAM METAL ROOF 7/16" SHEATHING SIMPSON HURRICANE TIE HANGER 2 X 10 80L METAL FLASH CAP ON RAFTER -_ 2 X 12 FASCIA STRIP VENT ENCLOSED SOFFIT c- 5 1/2" X 12" GLIB p SIMPSON TOP @ 115" CONNECTOR -EXPOSED A 18 X 18 CULTURED STONE O BUILT -OUT PILLAR W/ 6 X 6 CENTER T� i.••� . i1 n . r n . . r .••� r T n . r� .--n rT r r-/� . . r� r it . i SCALE: 1/2" = 1' 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. ROOF DIAPHRAGM EDGE NAILED TO BLOCK. NAIL BLOCK TO BLOCKING BEHIND SHEATHING W/ 16d @ 6" O.C. STAGGERED 12 PITCH SHEATHING VARIES ROOFING PER PLAN SCREW OR RING SHANI PER CALLOU 2 X 4 BLOCKING CONTINUOUS BEHIND TOP CHORD OF TRUSS LEDG NAIL TO STUDS W/ (2) 16d MANUF. TRUSS 2 X 6 BLOCKING CONTINUOUS SIMPS( FOR SLOPED TRUSS FOR HANGER. HANG USED SLOPED HANGER LU26 OR LUS26 NAIL TO STUDS W/ (3) 16d. NAIL WALL SHEATHING TO SHEARWALL PER PLAN BLOCKING W/ 8d @ 4" O.C. STANDING SEAM METAL ROOF VENTILATION NOTCH 7/16" SHEATHING METAL FLASH CAP ON 2 x lc 2 X 12 FASCIA BUILDUP OUTL001 2 X NAILER STRIP VEN / ENCLOSED SOFFI OVERHANG VARIES (REFERENCE PLAN) BUILT UP RAKE WALL AIR BAFFLE W/ 1" GAP R-38 HD INSULATION --BCI RAFTER 1IMA AT RAKEIIIIIII VENTED BLOCK 5/8" SHEETROCK 1/2" SHEETROCK 2 X 6 WALL R-21 INSULATION ROOF EAVE DETAIL @ "I" JOIST RAFTER SCALE: 1/2 = 1' 2 X 4 STANDING SEAM METAL ROOF OUTLOOKER 7/16" SHEATHING AIR BAFFLE W/ 1" GAP DROPPED END MANU. TRUSS GABLE TRUSS R-49 INSULATION METAL FLASH CAP ON 2 X 12 FASCIA BUILDUP 2 X NAILER STRIP VENT ' ENCLOSED SOFFIT 5/8" SHEETROCK 2 X NAILER 1/2" SHEETROCK--,.-OVERHANG VARIES 2 X 6 WALLS EFERENCE PLAN) R-21 INSULATION ROOF EAVE DETAIL @ TRUSS RAKE SCALE: 1/2 = 1' MEMBRANE TO CONTINUE OVER TOP OF PARAPET METAL CAP PARAPET WALL TOP @ 24" ABOVE 132" PLATE O CV EXT. SIDING — WATERPROOF 12 MEMBRANE ROOF 7/16" SHEATHING 1 /4 AIR BAFFLE W/ 1" GAP FOAM BUILDUP FOR DRAIN SLOPE WHERE NEEDED MANUFACTURED TRUSSES @ 24" O.C. 5/8" SHEETROCK R-49 INSULATION R-21 INSULATION 1/2" SHEETROCK 2 X 6 WALL 8 TRUSS @ PARAPET DETAIL SCALE: 1/2 = 1' SDS OR LEDGERLOK PER CALLOUT SHEAR WALL PER PLAN MONO TRUSS CONNECTION TO BEARING WALL PERPENDICULAR CONDITION LOWER ROOF CONNECTION TO SHEAR WALL SCALE: 1/2 = 1 SHEAR WALL PER PLAN SCREW OR RING SHANK PER CALLOUT LOWER ROOF TOP CHORD OF TRUSS OR MIN. HEIGHT -TO MATCH RAFTERS. LEDGER LOK OR SIDS LAGS PER CALLOUT 64L. LEDGER PER CALLOUT SHEATHING PARALLEL CONDITION BCI RAFTER 24" O.C. STANDING SEAM METAL ROOF 12 �7/16" SHEATHING FAIR BAFFLE W/ 1" GAP VENTED BLOCK 1 ALUM. DRIP EDGE GUTTER 2X10 TAIL METAL FLASH CAP ON ' 2 X 12 FASCIA BUILDUP �-5/8" SHEETROCK STRIP VENT �3/4" WEB STIFFNER ENCLOSED SOFFIT �-R-38 HD INSULATION C--J V-3" 1/2" SHEETROCK — 2 X 6 WALL R-21 INSULATION ROOF EAVE DETAIL @ "I" JOIST RAFTER SCALE: 1/2" = 1' STANDING SEAM METAL ROOF 7/16" SHEATHING AIR BAFFLE W/ 1" GAP 12 MANUF. TRUSS � 1 R-49 INSULATION 12" HEEL ALUM. DRIP EDGE C 2 X 10 GUTTER , TAIL METAL FLASH CAP ON 2 X 12 FASCIA VENTED BLOCK STRIP VENT 5/8" SHEETROCK c ENCLOSED SOFFIT 1/2" SHEETROCK c 2 X 6 WALL— �- R-21 INSULATION 6 TYPICAL SAVE DETAIL \ SCALE: 1/2" = 1' 12 WATERPROOF MEMBRANE ROOF 1 /4 7/16" SHEATHING AIR BAFFLE W/ 1" GAP FOAM BUILDUP FOR DRAIN SLOPE WHERE NEEDED �-J I-J MANUFACTURED TRUSSES_ @ 24" O.C. 5/8" SHEETROCK R-49 INSULATION R-21 INSULATION 1/2" SHEETROCK 2 X 6 WALL MEMBRANE TO CONTINUE OVER TOP OF PARAPET METAL CAP PARAPET WALL TOP @ 24" ABOVE 132" PLATE Or N 12" HEEL NEXT. SIDING 9 TRUSS @ PARAPET DETAIL SCALE: 1/2 = 1' a& LEDGER - ROOF DIAPHRAGM LEDGER CONNECTION: WHERE A LEDGER IS CALLED FOR BELOW, IF CONNECTING TO RIM OR HEADER, USE SIDS, OR LEDGERLOK AT MAX 12" OC, STAGGERED. IF CONNECTING TO STUDS, USE 2, SDS OR LEDGERLOK PER STUD. LENGTH OF SDS OR LEDGERLOK = FULL DEPTH PENETRATION INTO RIM, OR 2.5" MIN EMBEDMENT INTO SOLID FRAMING. MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE = 2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER =2" FRAMING CONNECTION TO WALL, GENERAL: USE ANY OF THE FOLLOWING, WHICHEVER IS APPLICABLE. RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER. PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO BE PLACED OVER WALL SHEATHING. MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL SHEATHING WITH 16D @ 6" OC TO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, LEDGER, OR BLOCKING.) MONO TRUSS BOTTOM CHORD PERPENDICULAR: -ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO SOLID WOOD BACKING (RIM, PLATE, LEDGER, OR BLOCKING.) -ALTERNATE 2: USE MIN., 2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND CONNECTED WITH MIN., 3- 16D @ 24" MAX SPACING. ' ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING SHANK OR SCREWS AT 3" OC. GENERAL NOTES DESIGNED BY: J. STERLING ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: o ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. J. STERLING VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 1/4" = 1' U.N.O. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED DATE o OTHERWISE. 05-14-2020 z PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER a DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. 06-30-2020 FRAMING NOTES 07-08-2020 REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 01-19-2021 COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Z ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. cl) Q)Ld 0 ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER 2 FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE 70 o GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. o PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Z LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO w FLOOR HOLDOWN LOCATIONS. U PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. o ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM 100 6i CONNECTIONS. STANDARD TOP CONNECTORS 0 O _ 4- N m N � a7 rn 0 Q O U o H Al � Lu Lu M W O M 0 a7 \I CN O Z CD Q W3: OA HURRICANE TIE @ EXPOSED BEAM U u;z W +- O W L.I_ z Q 0 m @ 1-- U z Cn Q m p w z m WaN 313�16 t' U LLI 00 AEI Q I- 6" U LLI W U) ++ W 23'16 t9 � 0 Z Q m a_ D p "5A No W 00 BO HURRICANE TIE @ TRUSSES N &i� u.1 sakl5 56A4. 15 150fL 'ar c-L�"r 'i- -ITeAk5 �>►4 Z Y . PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. J Q QU ZD 00 wou OZUU ,Q ZO oU1w0 w.z° Y w p - awoa ZZa �UK �ro0 W a�zz' ��amo MWm U2 Q Q � zawwa 0x=za z w Vn U Z =M�op n�awF ��?xa wm z Li w - Li 'wOp w�naZ z� xLL �aoUZO a0zZO oOZUp a�Zm'a �OzO2 0 0;: 0 o zzclzz oa- I..t✓ ZWd 7 U Z 7 N�-aa 1OOVU u a�zZ ZwU00 a ,y�UU ammN0 LL 000= FZU0 2a0o O o"mQ wazo O �LL OWNER APPROVAL INITIAL: PAGE A7 I PAGE: 12 of 21 O LO H 2 r� z ry,oLU 00 m c� = Z J NOTE: VERIFYALL HEADER J HEIGHTS WITH SUPERVISOR ao' �a- o LU00 5 ©[ MAIN FL. VV 7 PLATE HT. MASTER LU v UPPER WINDOW HEADERS (� H TYP. LOWER Ur O - iv WINDOW HEADERS Z L = M (9 o6 W�' N 2 o 0 60 0 0 J O LL W co 14 1/8" FLOOR SYSTEM 9 PLATE HT. LU ao O of c� � Q of 0 0 J LL Z c> LU ~ LU Q m 0 z o QO LO LL Z OJ F- U) X LU M(� J Z M Z UJ J 00 000 UPPER PLATE HT. @ TOP. OF ENTRY ROOM VAULT TYP. WINDOW HEADERS co 0 BEDROOM #2 LOWER 00 WINDOW HEADERS o LL_UPPER ENTRY WINDOW HEADERS NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR MAIN FL. TYP. PLATE HT. S. WALL LU v UPPER WINDOW HEADERS Q_ _ _ _ _ _ _ 11 (D z S. WALL Z LOWER WINDOW HEADERS p v ifl LL °' ~ 2 CEO X _L N LU� o 9 (Y W 0 0 J Q LL W ¢ N c- G 14 1/8" FLOOR SYSTEM PLATE HT. 7-TYP. WINDOW HEADERS 00 — — — — IIIIIIIIIIIII _ W 0 00 0 D_ Co (D O LY 0 0 J LL a a IC.= u m 0 I 0 0 i u t� 12 1 0 0 1m s - 1 no 3 ❑❑ F-1 LIVING EXERCISE ROOM 14 0►;����Inillli,�.��._.�ME— .�a���_��.I�I .21 C �004 Fx!�.'wmmwlvgll-1 FF I Al I DINING Li III W122141 II : _ • I1 0 L LV- 113 7 6 ❑5 7 11 KITCHEN & GREAT ROOM UPPER WINDOW HEADERS 9 11 4 a III —III —III —III III —III IIIIIIIII—III III d 1111�I� ������a���I�1111�I� 1111I�I� 1111I���I�1111�I� I'�1I���I�1111I�I� 1111�I� 1111�I� 1111I���I�1111�I� 1111�I� 1111I�I� 11��11,I,����;I,I 12 3 ---� 1 TYP. LOWER j WINDOW HEADERS (2 Oucy) 0 4 �❑�/� rMASTER �1)5_GMASTER BATH TYP. PLATE HT. RS H IAN F7/ 9 MASTER MASTER BATH, CLOSET CLOSET I V 8 of 0 0 J LL Z Q DESIGNED BY: BUILDING SECTION DETAILS J. STERLING N DRAFTED BY: N CHIMNEY WITH METAL CAP a; J. STERLING ca METAL CAP AT PARAPET WALL, PROVIDE POSITIVE m OVERLAP AT I-B WATERPROOF MEMBRANE ROOFING OVER 1/4" = 1' U.N.O. ROOF STRUCTURE DATE w ❑STANDING SEAM METAL ROOFING 3 05-14-2020 MANUFACTURED TRUSSES W/- R-49 INS. 06-30-2020 ®(B) 11 7/8 ROOF SYSTEM PER STRUCTURAL W/ R-38 HD INS. 5/8" SHEETROCK CEILING FINISH 07-08-2020 CONTINUOUS ALUMINUM GUTTERS, (B) SCUPPER TO COLLECTOR AND DOWNSPOUT 01-19-2021 2X12 METAL WRAPPED FASCIA, VENTED SOFFIT OR © (B) NO VENTING AT SPRAY FOAM INSULATION CONDITION. Z VERIFY SOFFIT FINISH, (B) R-38 INSULATION IN FLOORS cl) 7 WITH NO CRAWLSPACE CONDITION 0 W0 ❑ x c� 14 1/8" FLOOR SYSTEM PER STRUCTURAL ®RADIANT FLOOR o R-30 INSULATION OVER UNCONDITIONED SPACE 70 OPTIONAL OVER CONDITIONED SPACE 2 SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, C z 1/2" GWB INTERIOR FINISH 0 GLU-LAM BEAM PER PLAN AND STRUCTURAL. EXPOSED cz 1 O WITH NATURAL FINISH. (B) DRYWALL FINISH o 2X4 OR 2X6 INTERIOR WALL FRAMING, 112" GWB FINISH, 11 FUR OUT EXTERIOR BASEMENT WALLS PER 1/A3ico iLi J LL 2X12 P.T. DECK FRAMING PER STRUCTURAL, COMPOSITE 12 DECKING, 2X12 FASCIA, SKIP SHEATHING FINISH AT UNDERSIDE O U 36" CABLE RAILING 0 13 N � 00 � 0')� 4" SLAB- R-20 INSULATION AT CONDITIONED SPACE < O U 14 0 2) IL Lu m U Z 0 j Lu 15 w ( M L_ ❑ ° 0) mU N J J O Q O' m co2 �Q co [16] BUILDING SECTION 1 uw Uu Zw ILL L� z 0 O F__ _ U z or)Q w wz� J < N C) pC w o0 >rn Q w L (n O Z w O N W 00 PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. BUILDING SECTION 2 W000 v / OZUV z 0 w �.: Q 60 O � .H �a2gT 0 3:F,zaW�ow _ KZo gaQwO m Nw- QU' O U W Oa W.za z w)U_ N 1� no N~`W~ W �o��- W-W 0 ^ w3azz v / z¢0U0 C,^/) H00 002Up Ill V aW0'm¢ z zo=Z1- 300 z03zg <9 zWUQQ ND -azw7 a Wo 00VU wa0zz z�xD011 J ama0N0 rz UH oo0z �¢of0 0�m M �'ZQw W W Kp x r r N z OWNER APPROVAL INITIAL: PAGE #: A8 PAGE: 13of21 BUILDING SECTION DETAILS UPPER PLATE HT. @ TOP OF LIVING ROOM VAULT LOWER PLATE HT. @ BOT. OF LIVING ROOM VAULT GREAT ROOM N. UPPER WINDOW NOTE: VERIF HEIGHTS WI' GREAT RO iv LOWER WI Z9 �o 00 N 14 1/8" FLOOR SYSTEM PLATE HT. TYP. WINDOW HEA ao W o o OQLO Q 0 S 60 J LL H Z M C`7 Lu 2i M ~ Lu �O Q m L0 z O QO 0 D 00 Z J X W UPPER PLATE HT. @ TOP OF KITCHEN VAULT LOWER PLATE HT. @ BOT. OF LIVING ROOM VAULT v W 0 Q c� Z zo CD �a 00 U) 2 cl N � W S PLATE HT. co U W O 0 in O< Q /\ ry O O J LL H Z (� W 75 W r c/) lip Q CO ZO 0 Z_ O QO �0- ZO J U) X W KITCHEN UPPER WINDOW HE NOTE: VERIFY HEIGHTS WITF LAUNDRY WINDOW HEA TYP. iv LOWER (V � 0 W 14 1/8" FLOOR SYSTEM TYP. WINDOW HEADE �0 O ^ 12 12 17 I—, CHIMNEY WITH METAL CAP 1�1 METAL CAP AT PARAPET WALL, PROVIDE POSITIVE OVERLAP AT I-B WATERPROOF MEMBRANE ROOFING OVER ROOF STRUCTURE STANDING SEAM METAL ROOFING [3] ❑MANUFACTURED TRUSSES W/- R-49 INS. 4 (B) 11 7/8 ROOF SYSTEM PER STRUCTURAL W/ R-38 HD INS. 5/8" SHEETROCK CEILING FINISH CONTINUOUS ALUMINUM GUTTERS, [5] (B) SCUPPER TO COLLECTOR AND DOWNSPOUT 1�1 2X12 METAL WRAPPED FASCIA, VENTED SOFFIT OR (B) NO VENTING AT SPRAY FOAM INSULATION CONDITION. VERIFY SOFFIT FINISH, (B) R-38 INSULATION IN FLOORS [7] WITH NO CRAWLSPACE CONDITION ❑14 1/8" FLOOR SYSTEM PER STRUCTURAL 8 RADIANT FLOOR R-30 INSULATION OVER UNCONDITIONED SPACE 1�1 SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, 1/2" GWB INTERIOR FINISH GLU-LAM BEAM PER PLAN AND STRUCTURAL. EXPOSED 1 O WITH NATURAL FINISH. (B) DRYWALL FINISH 2X4 OR 2X6 INTERIOR WALL FRAMING, 1/2" GWB FINISH, 111 FUR OUT EXTERIOR BASEMENT WALLS PER 1/A3 2X12 P.T. DECK FRAMING PER STRUCTURAL, COMPOSITE 12 DECKING, 2X12 FASCIA, SKIP SHEATHING FINISH AT UNDERSIDE 36" CABLE RAILING 13 li4 4" SLAB- R-20 INSULATION AT CONDITIONED SPACE BUILDING SECTION 3 uuVCKCU ur—um of OQ.r 1. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. DESIGNED BY: J. STERLING DRAFTED BY: J. STERLING 1/4" = 1' U.N.O. DATE 05-14-2020 06-30-2020 07-08-2020 01-19-2021 U O 4- � N L 00 m Q O O > 2) LL Z W 0 m U) � Lu cy) N Q 0 E Lu O0 cM z m O N J J O Q O' N Oo 2 o_ Q 0. M Lu U u Z w� w z 0 O F-- z _ co U Q w J U Lu < N 00 uj w W VJ O Zv w O N W 00 N Z O CU Lu v / Z J D CID � z> Q QU WOOD OZ00 O�Q o.w< w2z'2 ,5zo, a: ZW� ��ZZ8ga'K¢w0 N�Um < w Oa Sza Zw )1 =��oo w�¢w� ,Z.Q �0�mx W�wwxO w3azz z¢oU0 xZ W80O ❑0z UO Q W C,' q !Q F2ZtpK 03300 zz�Qz vi Z W U Q Q _U'UZ77 o8z 0VU w ") Z zWDo0 a.w 0 0002 rzoH x¢z0 00mQ zazw x w 9O r r yz OWNER APPROVAL INITIAL: PAGE #: A9 PAGE: BUILDING SECTION 4 14 of 21 M JO M 0 �o Lu 0 co UPPER PLATE HT. @ TOP OF LIVING ROOM VAULT LOWER PLATE HT. @ BOT. OF LIVING ROOM VAULT w O O J LL Z m1ci) ULu O< Q ry 0 0 LL H- Z w n Z M ry,o Lu 'O m =Z J w > J a- 0 ofa0 w00 MAIN FL. PLATE HT. w ry v Z0 � w=� N PLATE HT LO oZ O QO L(� a,-0- cD � 00 Z J H X w I NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR KITCHEN & GREAT ROOM 4 UPPER WINDOW HEADERS TYP. LOWER WINDOW HEADERS z O bo 14 1/8" FLOOR SYSTEM TYP. WINDOW HEADERS O SP o NOTE: VERIFYALL H HEIGHTS WITH SUPE MASTER & LAUNDRY UPPER WINDOW HEADERS MASTER N LOWER WINDOW HEP bp 14 1/8" FLOOR SYSTEM TYP. WINDOW HEADERS 171 13 W57 3646 PIC W55 4046 PIC 9 W70 4060 CASE [W69 4060 CASE L4 W53 4046 PIC W52 3646 PIC 10 1 4366 P M WALL FINISH TO MATCH SOFFIT FINI191 SH THIS AREA 1 12 1 W40 4016 AWNENEW39 4016 FIX AWNIIIIIIIIIIIIIIIIIIW38 4016 AWN 4366 PICW49 4366 PIC�W48 4366 PIC W43 4066 PIC W42 4066 PIC W41 4066 PIC _ I I 6 110 W61 3016 PIC W60 4016 PIC W59 3016 PIC Eamon M IN pr 5060 PIC 65 5060 PIC W64 3049 CASE W63 4049 FIX CASE W62 3049 CASE 5 u MASTER BATH T. MASTER N.WALL TYP. PLATE H UPPER WINDOW HEADERS MASTER N.WALL LOWER WINDOW HEADERS cp _ � o w O LL Z a EXTERIOR DETAILS ❑CHIMNEY WITH METAL CAP 1 ❑METAL CAP AT PARAPET WALL, PROVIDE POSITIVE OVERLAP AT 2 WATERPROOF MEMBRANE ROOFING STANDING SEAM METAL ROOFING [3] ❑VERIFY SOFFIT FINISH, R-38 INSULATION IN FLOORS WITH 4 NO CRAWLSPACE CONDITION CONTINUOUS ALUMINUM GUTTER AT EAVE [5] (B) SCUPPER TO COLLECTOR AND DOWNSPOUT ❑FIBER CEMENT PANEL SIDING, INSTALL WITH ALUM. 6 TRANSITIONS, PRIMED SPRUCE @ INSIDE CORNERS, 'X' METAL @ OUTSIDE CORNERS FIBER CEMENT 7" HORIZONTAL LAP SIDING [7] ❑4" HORIZONTAL LAP CEDAR SIDING 8 ❑APPLIED STONE FINISH 9 GLU-LAM BEAM PER PLAN AND STRUCTURAL, EXPOSED 1 O WITH NATURAL FINISH. 'SACKED' FINISH AT EXPOSED CONCRETE 11 DECK FRAMING PER STRUCTURAL, 2X12 FASCIA, SKIP 1 2 SHEATHING FINISH AT UNDERSIDE 36" CABLE RAILING 13 ARCHITECTURAL ACCENT- VERIFY 14 GLAZED AWNING- VERIFY DESIGN 15 NORTH ELEVATION PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. DESIGNED BY: J. STERLING DRAFTED BY: J. STERLING 1/4" = 1' U.N.O. T DATE o 05-14-2020 H- a 06-30-2020 07-08-2020 01-19-2021 0) Z co S W Q X m 7 0 m 0 z 0 U Z N o U w � N L 00 O7 U) c: Q O 0 0 za LL 0') U) v-- W M N -0 M 0 W OO M L L- U O Z m Q 0. M L Uu Zw L0� LL z 0 O � z _ (n U Q L J U Lz� Q N LLj 00 \ � Q/ L L cn LLI O Z DO i a_ N W 00 N Z> Q Q U Z .00 � OzUU Oda O 0)S2 - w 2 z00 , .G 0 aWUa a zZUUK �Hp02 a�zz. ��amo a � Zawww O X=za ZWUU. U N =FZO� Mn� 0 L .0?xa W0,.� wM wx J �0 0 W Z�az 0' x w wo0 �ao �?-,°o oOZUO l. adm'a ZO2 Fw M g . = 0 0z z O ZKz oa- Z W �jaa 7 U Z � 7 N�-aa 0OODU ru FZZ z wU00 aK�UU ammNo L 000= F Z U z =QU "O OmQ X ❑ wT L OWNER APPROVAL INITIAL: PAGE #: A 10 PAGE: 15of21 WEST ELEVATION EXTERIOR DETAILS DESIGNED BY: J. STERLING UPPER PLATE HT. @ TOP. OF ENTRY ROOM VAULT MAIN FL. TYP. PLATE HT. w U'z z 0 ifl CO X LD co N � _ w=� o Of 0 0 J - O LL CO � PLATE HT. UPPER ENTRY WINDOW HEADERS NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR S. WALL UPPER WINDOW HEADERS S. WALL LOWER WINDOW HEADERS cp q 14 1/8" FLOOR SYSTEM TYP. WINDOW HEADERS U W o �0 a0 0 < c� Q IL 0 o °0 J V LL M F- M z zo Lu w In 0 z O a0 z0 H U) X w PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. ARAGE �P. PLATE HT. ADERS j OW HEADERS HEADER 'ERVISOR EADERS :RS N LO o� W 4 1/8" FLOOR SYSTEM IDOW HEADERS W I-CHIMNEY WITH METAL CAP , METAL CAP AT PARAPET WALL, PROVIDE POSITIVE OVERLAP AT [2] WATERPROOF MEMBRANE ROOFING STANDING SEAM METAL ROOFING [3] VERIFY SOFFIT FINISH, R-38 INSULATION IN FLOORS WITH [4] NO CRAWLSPACE CONDITION ❑CONTINUOUS ALUMINUM GUTTER AT EAVE 5 (B) SCUPPER TO COLLECTOR AND DOWNSPOUT FIBER CEMENT PANEL SIDING, INSTALL WITH ALUM. E6: TRANSITIONS, PRIMED SPRUCE @ INSIDE CORNERS, 'X' METAL @ OUTSIDE CORNERS FIBER CEMENT 7" HORIZONTAL LAP SIDING [7] 1�1 4" HORIZONTAL LAP CEDAR SIDING APPLIED STONE FINISH 1-91 GLU-LAM BEAM PER PLAN AND STRUCTURAL. EXPOSED 11-01 WITH NATURAL FINISH. 'SACKED' FINISH AT EXPOSED CONCRETE 11 DECK FRAMING PER STRUCTURAL, 2X12 FASCIA, SKIP 1 2 SHEATHING FINISH AT UNDERSIDE 36" CABLE RAILING [13] [14 ARCHITECTURAL ACCENT- VERIFY 9GLAZED AWNING- VERIFY DESIGN [16] DRAFTED BY: J. STERLING 1/4" = 1' U.N.O DATE 05-14-2020 06-30-2020 07-08-2020 01-19-2021 U O 4- � N L m Q O 0 za O') (o r-- LU M N -0 ch 0 W O cM � L L- � UO O/� Z C W I L M SOUTH ELEVATION Lu Uu Z Lu W 0� ch o 1 z 0 O om z U — Q (n UPPER PLATE HT. @ TOP w z W Q N OF KITCHEN VAULT fJ U N LOWER PLATE HT. @ BOT. OF LIVING ROOM VAULT LLI 00 > U 'Q V ) LLJ W Q �O w Q N c� z O 00 co ]cc6:' CO NW 2 I + 11-1 0 0 O LL PLATE HT. o U w Q 00 0 � �Q 0-1 0 0 LL z w 2 w U) Q m w�- oz <Le c� jL z0 H U) X w c/ / z > Q U ZLLZ0 Z w00D p ZUU O�Q O O 0 w.-zO �(yg QWUa a ZZUUK �HHpZU2 a0 am U2m a � Z Ox=za ZWUOD U &5N =FzpZ W �n�aw� .0?x2 w���Li� ::iw J � 00 z ��a z� =W W �aoUo �?-°o i. pOZUo zw-, I a�zm'a �OD2 z F g . = p oz z3=z O pQ- Z W U Q Q C7UZ�7 Nozmm wm(zz u a,zz Zw UoO QCL�UU ammNo W 000= Fc Z U 0 CQ0o 0�mQ X p wa�o w OWNER APPROVAL INITIAL: PAGE #: All PAGE: EAST ELEVATION 16of21 DESIGNED BY J. STERLING N DRAFTED BY: N J. STERLING m 1/4" = 1' U.N.O. DATE o 05-14-2020 06-30-2020 07-08-2020 01-19-2021 z ul 0 X m 0 0 m m 0 0 U z U ti U n w J 0 U c 0 N N rn � c Q o U O w rn � a) z or,w � w a 00 M E p z m ' N J J O Q 00 2 a < co �..�..� U� Zw W � z 0 O _ U Z Cn Q w wz� J N/ N U L.� W o0 > M Q W w (� O Z N W 00 N _ / a a U zLLz� wooer �ZUU W o a o�w� wiz° aw�a z Z U K O H U U arzz� m�amo Z zawwa zx=za z w U U � U U J 0M�op nMaw� ZMz a w Z '/fir, K 0 LLO 1..� w�azz O'er=LL �a000 OOZOO < r Oo Z oozUp adom'a �ozw= I ;E0 0 0 °ZOQZ U N Z W a a C7UZ» �OODU uia�zz Z u, U00 arL rLUU ammo 000= FZUz �a�o o"mQ wa�o �LL OWNER APPROVAL INITIAL: PAGE #: SO PAGE: 17of21 PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS /CONCRETE GENERAL NOTES Prefabricated Trusses. Where shown on the plans, all Manufacturer: Simpson brand is specified, however any 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 recommends BASIS OF DESIGN -APPLICABLE CODES: prefabricated structural roofing members shall be other nationally recognized brand may be used provided members per the Plans and applicable building code. Where Structural Plans do not specifically that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Code. The designs herein are prepared in accordance with the designed b a certified professional engineer. The y that the are equivalent in their ability to carry all applied y address a structural element, construct said element per minimum building code. Soils analysis and geotechnical engineering are not a specialty Of CCI. CCI depends On others for the 2015 IBC. Construction shall conform with the most recent prefabricated structural roofing designer shall provide to loads in all orientations. Framing Material. All sawn framing lumber, not including beams, posts, and columns, shall be provision of soils data, which includes but is not limited to: allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral pressures, internal friction angle, and cohesion. In the absence of a building code adopted by the approving jurisdiction. the Contractor stamped design drawings with appropriate Installation: The Contractor shall install all prefabricated Spruce Pine Fir, Hem Fir, or Douglas Fir -Larch, Number 2 or better, unless otherwise shown. All geotechnical report CCI will make assumptions regarding soil parameters, however, CCI takes no Calculations. The calculations included herein are only those notes showing member sizes forces, installation � items in strict accordance with the manufacturer's sawn wood shall have moisture content less than 25%. responsibility or liability for future settlement, Or damage Or injury due t0 earth movement Or failure of an y required to ensure compliance with code. We do not intend to procedures, blocking, bracing, etc. recommendations and requirements. The load carrying Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from kind. compute every structural element nor every load combination. Engineered Wood -General. These products must be capacity of the prefabricated item cannot be guaranteed if horizontal diaphragm to horizontal diaphragm (horizontal diaphragms are roofs and floors that Much of our analysis is "BI" (By Inspection.) provided, stored, and installed in accordance with this provision is not adhered to. Nails and screws which connect to exterior walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. Structural Fill: "Structural Fill" shall be granular material conforming t0 local Or state highway specifications manufacturer's recommendations. Failure to do this may will be exposed to weather shall be galvanized or stainless Stud size, material, and maximum length between diaphragms is shown in shear wall table. for imported road base or sub base; or use sand or other clean granular materials no larger than pea gravel. ABBREVIATIONS: void the warranty and diminish load carrying capacity. Any steel. If installation risks cracking of wood, contact Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 All structural fill must be compacted per the following section. A Area AC: Asphalt Concrete BI: By Inspection BRING Bearing (wall usually) E: Elastic modulus or Electrical (E): Existing nationally -recognized brand that meets the below engineer for alternate nailing and / or alternate connector. or better, except where exposed to weather and specified as PT (Pressure Treated) may be Hem com ap ction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical (vibratory Or CCI: ConstructionCalc, Inc. CIP: Cast in place concrete CMU: Concrete Masonry Unit DFO Doulglas FiCleanout Cone: ConcreHF Hem Fir HVACCHeal Heating, Ventilation, Air specifications is acceptable. Simpson SUB Wood Screws. Where specified, install Fir No. 2 or better. Glulams, PSLs, LVLs, etc. shall be per Prefabricated Wood Products section impact) methods. In paved areas and under structures use structural backfill compacted to 95% relative � and Con. GW Gypsum shear wall Gyp: Gypsum wall board GLB Glulam Beam -beam Composite Web /Flange Joist Products. The per manufacturer's recommendations. In general these do below. compaction. In non -paved or non -footing areas use structural backfill or native backfill minus rocks, lumps, I: Moment of Inertia IBC: International Building Code ICF: Insulated Concrete Form IEBC: International Existing Building Code IRC:International Residential Code K:Kip (1,000Ibs.) KSI: Kips per Square Inch LVL: Laminated Veneer Lumber LSL: Laminated Strand Lumber contractor shall install the I -Joist products complete with not need pilot holes. However, if wood is old and or very "common" Nails: Nails called out herein are sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, and organic matter, compacted to 92% relative compaction. Lt: Left NA: Not Applicable NB: Not Bearing NIC: Not Included OC On Center spacing OSB: Oriented Strand Board w n n web stiffeners a d other blocking / bracing as shown o i t holes m required dry of a be to avoid splitting. Use p Y o similar length nail gun nails may be substituted provided 50 o more nails are used. For example g Y p Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, etc.) use PCF: Pounds per cubic foot PLF: Pounds per Lineal Foot Ply: Plywood PSL: Parallel Strand Lumber PSF Pounds per Square Foot PSI: Pounds per Square Inch 9 the Plans and / or as recommended by the manufacturer. length as specified in Plans but never less than required to if 8 16d are called out the number of similar length .131 diameter nail gun nails required is structural fill around the structure. Carefully place and compact t0 95% relative compaction under and around PT: Pressure Treated with preservative PW: Plywood or OSB shear wall RC: Relative Compaction REF: Reference, not actual REQorRegd:Required ROW: Right Of Way PSL Parallel Strand Lumber and Versa -Lam. Use ) ensure full strength. 8*1.5 = 12. As another example if 16d nails are called out at 4" spacing, the spacing of similar all pipes. When roots, rocks, or other undesirable materials cause over -excavation, fill over -excavation and compact SD S19ormDrain SIP: Str�cturaldInsulated Panel SK:Sket Sketch SOG Slab On Grade SPF Spruce Pine Fir SS: Sanita DESIGNED BY: J. STERLING DRAFTED BY: J. STERLING U PA Per Architect Structural Item: This item and related connectors shall be per architect / designer- 8 SW Simpson Wood Shear Wall Detail Wood Shear Wall: Use WSW12_ Width = 12"_ Height, see below. D9 Height: Foundation to bottom of header beam_ Okay to order WSW long and cut to height as necessary - Alignment: If using trimmer, nail 2x trimmer to WSW for header support_ Trimmer creates edge of rough opening_ May use HUC in lieu of trimmer, in this case WSW creates edge of rough opening. Remainder of wall section may be frilled in with standard framing_ - Position to align -,I outside (exterior) face of studs. Furr-out as necessary to flush up with remairider of wail. Top Connection: Header beam to extend over entire WSW- Connect with portal straps WSW -PS. Also connect header beam to WSW with WSW-TOZV portal plate. Sheathing: Sheathe header, WSW, and wall similar to 2PW. Bottom Connection: Anchor bolts, use al -thread 7,18" diameter, extended to footing bottom rebar and use double nut and 3" x .25" washer on embedded end_ Suggest using Wood Strang Wail Anchor Bolt template, SSW. 11 RD Roof Diaphragm Shear Capacity: Good for Eh = 230 p1€ - seismic; Eh = 322 plf - wind_ -Max aspect ratio = 3-1. Framing: Trusses or rafters: 2x at 244- OC, max. Framing Connection at Support: Where connected to shear wall, connect per shear wall callout - top of wall. Where trusses or ratters connect to beam, use H2.5, or A34 with screws, or similar, typ. At ledger, connect per ledger callout. Sheathing: 7116' min_, OSB or CDX plywood - Sheathing Layout: Case 1 per IBC 2306.2-(1) Nailing: Use 8d. at 6" edges, 12"field_ Blocking: Not required except at supports and at connections to shear walls below. 12 FD Floor Diaphragm Sheathing: With joists at 24" or 14.2" OC, use min., 24 oc rated, APA Sturd-I-Floor; either 3.14" species group 1, or 718" species group 4. May be OSB or pI wood. Good for 130 psf TL @ L./350 dell. Sheathing: With joists at 16" OC, use train., 16 oc rated, APA Sturd-I-Floor, min_, 1932" thick. May be OSB or plywood_ Goodfor 245 psf 71 L/360 dell. Sheathing Layout. Case 1 per IBC 2306.2A(1) Orient sheets continuous over two or more spans, with the Iong dimension across supports - Nailing: Glue, and connect with 8d ring shank nails or :=4 screws- at 6" edges, 12" -Feld_ Boding: not required except at supports (beams) and connections to shear walls below. 13 DD Deck Diaphragm Decking: Use wood or composite decking per Arch., min. actual dims: 3/4" x 3.5"_ Decking Attachment: Use decking screws, length to ensure 2" min., embedment into framing below. Use 2 screws per deck board per framing member. At decking splices, center splice over framing member and use 2 screws per spliced end - Blocking: not required except at support beams. 17 HD Alt 1- HoldoI - Embedded Strap Type. * lain. Capacity: Good for 2185 lb uplit. Holdown: Use LSTHD8 for no rim joist condition. For rim joist condition use LSTHDSR]_ Nails. Use 16: 16d to €ull-height stud as follows_ Stud: Use larger of king stud as speed elsewhere; or choice of 2- 2x, 3x, or 4x_ Alt 2 - HoldoTsm - Bolt Type Holdou-rL: Use HDU2. Lags: Use 6 SDS 1 /4 x 2.5 to fir)1-height stud per above Anchor Bolt: If wet set, use 5.1 - diameter SSTB 16, or 5.18" all -thread -,I nut and 3" washer on embedded end. -Vm' embedment = 12". If too long to fit in footing, bend 90-degrees at bottom of footing, maintain 3" coder at bottom of footing- - Ifrotohammer, use 518' Titers HD or all thread 8c epoxy, with 6" min concrete embedment, centered in stem wall. 73 P Post - Mullion _ Post: Use min., 5.5x5.5 gUam column This post is continuous from bottom plate to top plate at roof diaphragm. Top and Bottom Connection: Connect at top plate and bottom plate with 2, A34 and screws_ Tie Rod Connection: Connect steel tie rod plate with 2, 518" through bolts centered on post. tiro distance between bolts = 6". Us 2" washers on wood side of bohs. 77 M Mullion General: These are specified mainly to reist out -of --plane wind loads but may also be used to i esis in -plane lateral loads if so indicated in calculations. ;Bullion: Use mar., 2, 1.75x5.5 LVLs, continuous bottom plate to top plate_ Top and Bottom Connection: Connect at top plate and bottom plate with 2, A34 and screws. Header Connection: Headers) may be supported'.0th 2x trimmer or hang on this mullion with LUC, HUC, HUCQ or sinrilat-. 7S M hiullion Similar to 77M except mullion may be min., 2, 2x6 studs. 80 L Ledger - Roof Diaphragm Ledger Connection: Where a ledger is called for below, if connecting to rim or header, use SDS, or LedgerLOK at max 12" OC, staggered. Tconnecting to studs, use 2, SDS or Ledger-LOK per stud. Length of SDS or LedgerL OI4 = full depth penetration into rim, or 2.5" roar embedment into Solid framing - Min distance of connector to end of ledger or splice = 2". NEn edge distance to top or bottom of ledger =2" Framing Connection to Wall, General: Use any of the following, whichever is applicable. Ratters Perpendicular: Use 2x or LVL ledger, min height to match rafters_ Apply ledger over wail sheathing. Use hangers to hang rafters on ledger_ Parallel Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar. Ledger to be placed over wall sheathing. Alono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed through wall sheathing R'sth 16d .A 6" OC to soled wood backing (continuous rim- plate, ledger, or blocking-) Mono Truss Bottom Chord Perpendicular: Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing (rim, plate, ledger, or blocking.) Alternate 2: Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and connected with min., 3- 16d g 24" max spacing_ Roof Diaphragm: Connect ioo€diaphragm to ledger with 8d ring shank or screws at 3" OC. rip- W SHEAR WALL TYPE W MINIMUM LENGTH OF SHEAR PANEL. IF " W", CONSTRUCT ENTIRE WALL PER THIS CALLOUT. IF "NS" MEANS NOT ASHEAR WALL. BUILD PER CODE MINIMUM CALLOUT CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE STUD MATERIAL NAIL EDGE /FIELD TOP PLATE TOP PLATE SILL PLATE BLOCKING AT TOP OF WALL TO PARALLEL FRAMING TOP OF WALL CONNECTION AT BOTTOM PLATE TO FRAMING MAX MUDSILLANCHOR SILL ANCHOR WIND / SEISMIC MINIMUM SIDES OF WALL SCREW SIZE MAX. FT. MAX. INCHES MINIMUM (SEE STD STRUC. SPACING @ STUD MINIMUM SPLICE MINIMUM STUDS W/ EDGE UNSUPPORTED OR RIM OR RIM PERPENDICULAR SPACING IN TO CONCRETE MAX SPACING SPECS.) SPACING IN INCH NAILING EDGES BLKG. SEE: FRAMING INCHES MIN. EMBED 10' 24" 2 X 4 SAWN 6/6 @ 24" 7/16 OSB 6/12 @ 16" SEE DETAIL OD1SEE DETAIL D2 SEE DETAIL D3 "J-BOLT 15 „ 16 2 X 6 SAWN 6/12 @ 16" 1 PW N/ 168 / 120 OR PLYWOOD ONE SIDE. APPLY EITHER SIDE DIRECTLY TO STUDS 8d (2) 2X 4 48" LAP W/ (8) 16d NAILS 2X NA 5/8 OR 5/8" TITEN HD W/ 3" WASHER OR MASAOR 72" / 4" CONT. SHEATING CONT.SHEATHING CONT SHEATING 18' 12" 2 X 6 SAWN 6/12 @ 12" W/ BLOCKING OR OR A34 OR LTP4 H2.5 OR SDWC OR 16d @ 3" OR 4.5" MASAP 22 „ 12 1.75 X 5.5 LVL 6/12 @ 12" AT 36" MAX 15600 @ 24" MAX SIDS @ 9" 2PW 490 / 350 (same) (same) (same) (same) 16' (same) (same) 4/12 @ 16" (same) (same) (same) 2X (same) (same) W or 12" IT. SHEATING 16d@3"OR4.5" (Same) 36" / 4" 1@9e _ Model- 1,102-082 5 Anchor Diameter, iS Maxim im AIIIIWagI9 Ten Si9q 1165.E .�. dd75 7713 [HOUR SIEW d' Emhemeni oeBle, le Iln.l SIIiIy n Br,BP S"eclea erclNr SKeW r+r"ng-T Ie Aem.R'-C,I,enoe famerNe, M�Aar Menl _ T1�WIN uw.lr.cerner MSII W cm.u:core rveiN sal >Ks n rn a s s MclWr AT 9% 1I 110 5 9% 19 MrdMCA 'Re7Y 1a 11-1 1B ]B Ti 19 I.Amr ysA SBIbYd is tt lims 1S 76 _ SSR16 +24 12k Ito 17S � 17n 12% see ire: for aatnend eeul.':, n.s nunEe:u<• T,ce SA WII I I45u1 I erlDw. ,snE IMCROe YlTnLs r N11N1e.MMf: 1 Mry Etlp &7-1ti Geer T ee eaa IV Im.1%' PURIV1ee-Me".ror d.1111ee NII.111 IM Lli�lr iW1YYWf r €na9iwcn,leaer. N► a 1� I Hen 9ler-fieeve9 Fwnie� F�pFMydl Ap,Iy,GM r • fi _ e M1erlaµ 1 �ayn rler - Sa all Fnllnl�ll"I SNxo4len SlnnwAl ralneenm M-1 ApPIIeelior E e Er -Wale apyllrnlm �40 �q E 00 a �o m nO N C, rill I nrtSTC NNs � in Nor am ` oera wa. . WlI", nF4Rt eMi Nn. rrLar �'.-rHnaue�z.ta i5' Mtn. and distance i TRUSS HEEL • NO SHEATHING SF i.. Yo- ROOF EDGE NNT 'LC AILING .. o MirL 1" IaVth i5 TALL HEEL TRUE IFSHEATHINGs I.D HP, HERE, usE R25 oR sowmssm' sows Yi'Mu1. r r ZS�inIn Dr P4' and N3El+tL I I O,r= V3W ai �>A4 LY . PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. NOT TO SCAL \ v v / DD1 TYP. SHEAR WALL TOP CONNECTION FRAMING PARALLEL, RIM OR CON'T BLOCKING NO SHEATHING SPLICE SHEATHING SPLICE Simpson Strang -Tie WSW -PS TRUSS, RAFTER, straps TRUSS, RAFTER, JOIST, OR CON'T BLKG JOIST, OR CON'T BLKG � OPTION A ov ION ALT. II SHEATHING L� Header NO SHEATHING SPLICE SPLICE HERE - CEILING OR OTHER BLKG CEILING - TOP OF SHEAR WALL PER PLAN TYP. SHEARWALL BOTTOM CONNECTION Align arrows with :D3) ON FRAMED FLOOR botmm of header. JOIST JOIST W/ SHEATHING W/ SHEATHING SPLICE OVER RIM JOIST BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL PER PLAN PER PLAN r. WALL SHEATHING - NAIL OR SDS PER TABLE ALT. NO SHEATHING CODE MIN. NAILING STOPS OR IS __ SPLICED HERE - SPLICED HERE.- _ST WALL, BEAM OR WALL, BEAM OR FOUNDATION FOUNDATION TYP. SHEARWALL TOP CONNECTION - FRAMING PERPENDICULAR TRUSS OR RAFTER D2 TOP OF SHEAR WALL @ RAFTER OR JOIST NO SHEATHING SPLICE TRUSS OR RAFTER CON'T BLKG OR RAFTER RIM OR CON'T BLKG---,rPOER HI OR Hzs OPTION ALT., NO SHEATHING OR SPLICED HERE SMC156WOPTION SHEAR WALL AN TRUSS HEEL - TRUSS OR RAFTER - HOOF EDGE NAILING\ RUSs BL OTH TOP OF SHEAR WALL @ RAFTER OR JOIST SPLICED OR STOPS op H RIMO CON'TBLKGrPER OPTION SHEATHING oR sowctwoooanoNsTo"NG "TO"] s HERE oR sauwo HEREEAR WALL NSW. PORTAL APPLICATION I Strong -Wall' Wood Shearwall WSW -PS snaps W from edge 14 totafj Sim pson Srtong-Tre° WSW -PS straps Rough opening height. (16)1Dd x 2W min. IcI nails. WSW -TOW portal connection. Align notches with bottom of header Max W shim — as lormssary far tight lit See page 41 for header Connection. 1/4" = 1' U.N.O. DATE 05-14-2020 06-30-2020 07-08-2020 01-19-2021 E O U O _ N 4— � N � 00 IT to C: Q O U O > 2) LL Z W 0 M U) j N -a a I E w 0� z mLL N J J O Q C co L Q MN LU C U O Z w z W 0 0 z _ Cl) C Q z W J C w N 00 uj > d) LIJ w v ) 0 a 0 N W 00 N z> Q QU woo, 1ZUU 0 O�Q LL o F5 WWWZO IW�a S° Z Q ZW°°W �l-Zzo gaKQwO — � N0U m a -W Oa za V ZwNuN Z =.�oo AH¢Wo Z Z. . 0: w~ww0 w3azz zaoUO L�J W <Z~�° ❑ozwo W W a Z_'m¢ Fx° 03: °3 W z�3Zo zQz vi Z ZWLjQQ - C/) _U'UZ77 O�—aa ^ V < o 00V0 Aa�zz oo z���oo a m y N O Z 00 0002 rZUH i¢�O Ohm¢ W K<zw W go 2 r I OWNER APPROVAL INITIAL: PAGE #: Verify panel is pluffeb- I-Sernatirl shims 1Model N.D. S1 wsw_w-es 11 at the Lase It required. H See page 40 PAGE: curb n " for connection „ f oc to foundation. - o-P am pa 18 of 21 U PA Per Architect Structural Item: This item and related connectors shall be per architect / designer- 8 SW Simpson Wood Shear Wall Wood Shear Wall: Use WSW12_ Width= 12"_ Height, see below. Height: Foundation to bottom of header beam_ Okay to order WSW long and cut to height as necessary. Alignment: If using trimmer, nail 2x trimmer to WSW for header support_ Trimmer creates edge of rough opening_ May use Hli C in lieu WSW creates edge of rough opening. Remainder of wall section may be filled in with standard framing_ - Position to align with outside (exterior) face of studs. Fury -out as necessary to flush up with remainder of wail. Top Connection: Header beam to extend over entire WSW- Connect cxith portal straps WSW -PS. Also connect header beam to WSZ portal plate. Sheathing: Sheathe header, WSW, and wall similar to 2PW. Bottom Connection: Anchor bolts, use all -thread, 7,'V diameter, extended to footing bottom rehar and use double nut and 3" x .25" wa Suggest using Wood Strong Wail Anchor Bolt template, SSA'. 11 RD Roof Diaphragm Shear Capacity: Good for Eh = 230 pF - seismic; Eh = 322 plf - wind_ Max aspect ratio = 3-1. Framing: Trusses or rafters= 2x at 24- OC, max. Framing Connection at Support - Where connected to shear wall, connect per shear wall cancut - top of wall. Where trusses or rafters connect to beam, use H2.5, of A34 with screws, or sinailar, typ. At ledger, connect per ledger callout. Sheathing: 7116' min_, OSB or CDX plywood_ Sheathing Layout: Case 1 per IBC 2306.2.(f) Nailing: Use 8dat 6" edges, 12"field_ Blocking: Not required except at supports and at connections to shear walls below- 12 FD Floor Diaphragm Sheathing: With joists at 24" or 19.2" OC, use min., 24 oc rated, APA Sturd-I-Floor; either 3.14" species group 1, or 718" species groc plywood. Good for 130 psf- TL @ L.1360 deft. Sheathing: With joists at 16" OC, use min., 16 oc rated_ APA Sturd-I-Floor, min_, 19.32" thick. Nlay be OSB or plywood Goodfor deft. Sheathing Layout: Case 1 per IBC 2306.2.1(1) Orient sheets continuous over two or more spans, with the Iong dimension across supports - Nailing: Glue, and connect with 8d ring shank nails or a9 screws, at 6" edges, 12" -Feld_ Blocking: not required except at supports (beams) and connections to shear was below. 13 DD Deck Diaphragm Decking: Use wood or composite decking per Arch., min. actual dims: 3.+4" x 3.51r_ Decking Attachment: Use decking screws, length to ensure 2" min., embedment into framing below. Use 2 screws per deck board per framing member. At decking splices, center splice over framing member annduse 2 screws per spliced e Blocking: not required except at support beams. 17 HD Alt 1- Holdomm - Embedded Strap Type. *lain. Capacity: Goodfor 2185 lb uplift. Holdown: Use LSTHD8 for no rim joist condition. For rim joist condition use LSTi DSR]_ Nails: Use 16: 16d to fill -height stud as follows_ Stud: Use larger of king stud as speed elsewhere; or choice of 2- 2x, 3x, or 4x_ Alt 2 - Holdowu - Bolt Type Holdown: Use HDU2. Lags: Use 6 SDS 1 /4 x 2.5 to full -height stud per above Anchor Bolt: If wet set, use 5.1 - diameter SSTB 16, or 5.18" all -thread with nut and 3" washer on embedded end. Vin embedment = 12 footing, bend 90-degrees at bottom of footing, maintain 3" cover at bottom of footing- - If rotohamnaer, use 5/8' Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in stem wan. 73 P Post - Mullion Post: Use min., 5.5x5.5 glulam column This post is continuous from bottom plate to top plate at roof diaphragm. Top and Bottom Connection: Connect at top plate and bottom plate with 2, A34 and screws_ Tie Rod Connection: Connect steel tie rod plate pith 2, 5/8" through bobs centered on post. llirn distance b etween bolts = 6". Use 2" T of bolts. 77 If tlullion General: These are specified mainly to reist out -of --plane wind loads but may also be used to i esis in -plane lateral loads if so indicated in Mullion: Use man., 2, 1.75x5.5 LVLs, continuous bottom plate to top plate_ Top and Bottom Connection: Connect at top plate and bottom plate with 2, A34 and screws. Header Connection: Header(s) maybe supported with 2x trimmer or Jiang on this mullion with LUC, HUC, HLTCQ or similar- -8 NI hiullion Similar to 77M except mullion may be min., 2, 2x6 studs. 80 L Ledger - Roof Diaphragm Ledger Connection: Where a ledger is called -For below, ifconnecting to rim or header, use SDS, or LedgerLOK at max 12" OC, staggered. Ifconnecting to stnd5, use 2, SDS or LedgerLOK per stud. Length of SDS or LedgerLOK =full depth penetration into rim, or 2.5" min embedment into solid framing - Min distance of connector to end of ledger or splice = 2". NIin edge distance to top or bottom of ledger =2" Framing Connection to Wall, General: Use any of the following, whichever is applicable. Rafters Perpendicular: Use 2x or LVL ledger, min height to match rafters_ Apply ledger over wall sheathing. Use hangers to hang rafters on ledger_ Parallel Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar- Ledger to be placed over wall sheathing. Alono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed through wall sheathing with 16d 'a 6" OC to solid wood backing {continuous rim- plate, ledger, or blocking.) Mono Truss Bottom Chord Perpendicular: Akernate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing (rim, plate, ledger, or blocking.) Alternate 2: Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and connected with min., 3- f 6d g 24" max spacing_ Roof Diauhraon: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. EXT. 1 PW W 0 rip- W SHEAR WALL TYPE W MINIMUM LENGTH OF SHEAR PANEL. IF " W", CONSTRUCT ENTIRE WALL PER THIS CALLOUT. IF "NS" MEANS NOT ASHEAR WALL. BUILD PER CODE MINIMUM CALLOUT CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE STUD MATERIAL NAIL EDGE /FIELD TOP PLATE TOP PLATE SILL PLATE BLOCKING AT TOP OF WALL TO PARALLEL FRAMING TOP OF WALL CONNECTION AT BOTTOM PLATE TO FRAMING MAX MUDSILLANCHOR SILL ANCHOR WIND / SEISMIC MINIMUM SIDES OF WALL SCREW SIZE MAX. FT. MAX. INCHES MINIMUM (SEE STD STRUC. SPACING @ STUD MINIMUM SPLICE MINIMUM STUDS W/ EDGE UNSUPPORTED OR RIM OR RIM PERPENDICULAR SPACING IN TO CONCRETE MAX SPACING SPECS.) SPACING IN INCH NAILING EDGES BLKG. SEE: FRAMING INCHES MIN. EMBED 10' 24" 2 X 4 SAWN 6/6 @ 24" 7/16 OSB 6/12 @ 16" SEE DETAIL OD1SEE DETAIL D2 SEE DETAIL D3 "J-BOLT 15 „ 16 2 X 6 SAWN 6/12 @ 16" 1 PW N/ 168 / 120 OR PLYWOOD ONE SIDE. APPLY EITHER SIDE DIRECTLY TO STUDS 8d (2) 2X 4 48" LAP W/ (8) 16d NAILS 2X NA 5/8 OR 5/8" TITEN HD W/ 3" WASHER OR MASAOR 72" / 4" CONT. SHEATING CONT.SHEATHING CONT SHEATING 18' 12" 2 X 6 SAWN 6/12 @ 12" W/ BLOCKING OR OR A34 OR LTP4 H2.5 OR SDWC OR 16d @ 3" OR 4.5" MASAP 22 „ 12 1.75 X 5.5 LVL 6/12 @ 12" AT 36" MAX 15600 @ 24" MAX SIDS @ 9" 2PW 490 / 350 (same) (same) (same) (same) 16' (same) (same) 4/12 @ 16" (same) (same) (same) 2X (same) (same) W or 12" IT. SHEATING 16d@3"OR4.5" (Same) 36" / 4" 1@9n UPPER LEVEL WAILS AND ROOF FRAMING - ROOF DIAPHRAGM 11 RD, TYP. - TRUSSES, RAFTERS AND LAYOUT ARE OPA, TYP. - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. - ALL EXTERIOR WALLS AT THIS LEVEL ARE 2PW EXCEPT AS SHOWN ON THIS PLAN. HDU2 HOLD DOWN _ mDde1 HDuzsusz s Anchor Diameter, iS Maximum Allwarole Twi0B 1165.E . '�F DrlSP iPFRIF �,,;� �, eDusl..trsnNbDN [HOUR Slnl�rj d' EmWmenl Deple, le lln.j Sllily n BF,BPS" I" SFF.HFS tin Soong-T le Anc r—ml,enoe LraHe• A,n. ' _ I.wFll.cerner W-11 neFAl:Core r WIN sal >Ks rn a MclWr AT 9% 1I 1 10 5 4% , N mid —A 'Re15' 1q 10 1D 10 19 1P ,Vann THD ysA DBIbYd 16 is 16 13 16 so _ SSR16 +24 12k It% 12% 1Y% 12% see ire A for aatnend eeul.':, n.s nunW.. T. SA WII I IYSuI I r,D. nRiI ANCOR YlTnLs r NIIMI AMu: 1 ury Etlp &7-1,i Geer } Ae[fee T IV 1m.1%' � .�N� raevlx.-r,e�..0 France e NIl.ell IM refer AeWYYkex r €naoiwcn Aeaer. r► a 1� I Hen 9ler—Erevml F..A— F wool A"Im"" Ir• fi _ e M1enaµ �ayn rlrr - Sr all Frinlrinl SNxo4lee Slnewell lalneenm MWrall ApPlleelior EeEr-Wale apyll,rlm STHD HOLD DOWN I MSTC STRAP �40 �q E 00 a 00 N C. Oo nrtSTC in n�lr nm ` mra wa. .. _ 1r�•[I.x•Illy ` a=^' oN _ e.i W_ Nn. rrLar e '. --math is xy i5' Mtn. and dinnce i TRUSS HEEL • NO SHEATHING SF i.. Yo- ROOF EDGE NAILING .. o NT BLOC Min. ,+Im" ,q IBHb1i1 i5 TALL HEEL TRUS 2%� IF SHEATHING SPLICED HP, HERE, usE R25 oR s-1— sows Yi•Mux r r 2akmpT Dr P4' Bled N3El+tL I I O,r= I r4 L8SW PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. SHEARWALL TOP CONNECTIONS D8 NOT TO SCAL DD1 TYP. SHEAR WALL TOP CONNECTION FRAMING PARALLEL, RIM OR CON'T BLOCKING NO SHEATHING SPLICE SHEATHING SPLICE Simpson $trang`Tie WSW -PS TRUSS,RAFTER, Straps TRUSS, RAFTER, JOIST, OR CON'T BLKG JOIST, OR CON'T BLKG OPTION A— L ov ION ALT. SHEATHING � Header NO SHEATHING SPLICE SPLICE HERE r310EIP1 CEILING OR OTHER BLKG CEILINGSHEAR WALL AN TYP. SHEARWALL BOTTOM CONNECTION Align arrows with :D3) ON FRAMED FLOOR boLNm of header. JOIST JOIST W/ SHEATHING W/ SHEATHING SPLICE OVER RIM JOIST BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL PER PLAN PER PLAN r. WALL SHEATHING - NAIL OR SDS PER TABLE ALT. NO SHEATHING STOPS OR ICODE MIN. NAILING S SPLICED HERE — SPLICED HERE.— WALL, BEAM OR WALL, BEAM OR FOUNDATION FOUNDATION TYP. SHEARWALL TOP CONNECTION - FRAMING PERPENDICULAR TRUSS OR RAFTER D2 TOP OF SHEAR WALL @ RAFTER OR JOIST NO SHEATHING SPLICE TRUSS OR RAFTER CON'T BLKG RIM OR CON'T BLKG---,,rPER HI OR Hz.S OP,IGN ALT., NO SHEATHING SPLICED HERE SMC156WOPTION SHEAR WALL AN TRUSS HEEL — TRUSS OR RAFTER - NOOF EDGE NAILING\ u`5 u R— "L KOI CONCONCONC CON ON TOP OF SHEAR WALL @ RAFTER OR JOIST SPLICED OR STOPS op H RIMO CON'TBLKGr s OPTION oR RR sowctwoo oanoNsexyoRrl_ sTo"s HERE oR sauwo HEREEARWALL WSW. PORTAL APPLICATION I Strong -Wall' Wood Shearwall WSW -PS snaps W from edge 14 totafj Simpson Strong -Tie° WSW -PS straps Rough opening height. (16) lDd x 2W min. IengH, nails. WSW -TOW portal connection. Align notches with bottom of header Max_ W shim — as rrecessary far tight lit See page 41 for header connection. DESIGNED BY: J. STERLING DRAFTED BY: J. STERLING 1/4" = 1' U.N.O. DATE 05-14-2020 06-30-2020 07-08-2020 01-19-2021 E O U O N � N � OD IT to C: Q O U O > 2) LL Z W 0 M U) j LU C0 N � a I E w 0� z fn LL N J J O Q m co 2 Q 0. in LU C U) O Zw z W 0 0 F__ z _ (n C Q z W J C w < N 00 uj > d) LIJ w v ) 0 a 0 N W 00 N z> Q QU WOOD zZUU 0 O�Q OW1 LL W"Zo c- � zW00 �kZ Z 0W gaKQZwO N�Ufwm Z a -W aOwHOSz ZN- NV JN =�o0Z i¢r W'W:Ww — a_ w3zOzaa� ZQOUO 7 00'?ZOIO W L ❑ O 2 U p aW�m� W D2 = z N o o33Z_ zz�Qz Z 5 N Q UZ_UWZUv~ Q7N2 rnD 7a0 Wo 00 U zoVz-W oo .�21 m 000ZrZUH 0¢�O O<m¢W zwKW go 2 r I OWNER APPROVAL INITIAL: PAGE #: Verify panel is plumb. shims UseSl lModel N.D. S2 wsw_w-es r1 at the Lase if required. H See page 40 PAGE: curb n " for connection n en to foundation. - o-P Dm pa 19 of 21 'I • TREES TO RETAIN: LANDSCAPE LEGEND DESIGNED BY: TREE SIZE CATEGORY OF TREE UNIT CREDITS QUANTITIES TOTAL J. STERLING N 85°D15'14" E 114.40 — ,, ' N EXISTING TREES D.B.H. PER TREE RETAINED CREDITS LAWN AREA OR o EVA IF In — - G — ---- 97.98' ' AND PROTECTED DRAFTED BY. N ■ _ _ m — ^� v (�nP�� � :IL EXISTING/REPLACED J. STERLING z - 2- 5 1 CREDIT 2 2CID - �, � — � VEGETATION G� r 1 DO - P�✓ - ` J. - 5 16.,2 �Nco CID N c � � 5.1" - 10" 2 CREDIT 4 8 '`� � 1 'ti ' T 1 , 10.1" - 25" 5 CREDIT 11 55 CONCRETE DRIVE 1/16" = 1' U.N.O.In - _ . F O • QO` ` 25.1 OR LARGER 8 CREDIT 2 16 DATE W 05-14-2020 z •■ — ' •'� GX` ' EXISTING TREES NOTED IN RED ON PLAN MULCH - PLANTING BED D fi r � —� � #t r TREE CREDITS REQUIRED = 35 _ - _ 06-30-2020 \' _ ' 'I — *_ � ' �' 1 ■' � + — ' __ M � EXISTING TREE CREDITS PROVIDED = 81 (MORE THAN DOUBLE THE CODE REQUIREMENT) ' ■ - 0 in EXISTING TREE SIZE MAY BE BEST ESTIMATE DUE TO INABILITY TO REACH EXISTING BEDROCK 07-08-2020 _-- _ Ir - - - WALDER ME owwr' ■ ALDER s% R �� \ �I L �I TREE BECAUSE OF INVASIVE BLACKBERRY AND ENGLISH IVY PLANTS 01-19-2021 - --NEW INVASIVE SPECIES OF PLANTS TO REMOVE/MULCH: — - -� � ■ - -- - -In �% 1.) ENGLISH IVY �� 6"ALDER / ` �'�,• _ - _ Z "ALDER 20/ -- --25 i i ■ ■��. DECIDUOUS TREE ` � ----- — In - L 2.) MORNING GLORY z 1 1 �j _ /� 1 0 11 In L PROPERTY -� — -1-3. HIMALAYAN BLACK BERRY C 1 w , r �1 ALDER--- -' F ) w r Nor■ CORNER 4 VINEMAPLE I Gz IFARRLICABLE �� 1 4.) HORSE TAIL 0 x T ~ REBAR & CAP 6"ALDER + U, 19 ` 1 ■. 1 1 PICAL 25 I 6 ALDE '' ■ C2 IF APPLICABLE " if R� _ Q IL z N. _} - — y CONIFER TREE ' -- _ _ rrI11_ ■ ■■ _ _ / -LINE In 1 6AlDLR to � �� 4Z r �� ■J Z r6 ■J' o ,F 1 � , ,i M per' 7 70 '2>o ` - J % REMOVE YARD • ■ ■ ❑ In _ , 9 L ---EP i \ DEBRIS 8 TRASH .� , • C2 IF APPLICABLE ' U _- y —_ _ - -__ 91 ■ 1 ■ _ ' o ��%— ` " _ SHRUBS / PLANTINGS w 63 ' ■ ■ Cz IF APPLICABLE / _ /-'/ - \ - • ■ ' U ■ J 1111111 In • °"VINE MAPLE �� FINAL LANDSCAPE DESIGN T.B.D.o _ 1 - _ _O ; - — P�K� OP OF STEEP SLOPE �� .2 ■ SE�g e EXCEEDING 40% ' .Z ■1. r_ cz E MINE i _ r I� - •- - ON�M- _ ■ Illnoo /. '' / - -N� — MINIMUM TREE DENSITY 6 • • ■ En M� _ Cz -IF APPL -,ABLE /-� j `� - Z ANACORTES MUNICODE - 16.50.070 J ILL J LINE TABLE •�' Calculation of the Total Tree Units Required. The total number of tree units required 7.i 4 04 E O. BEARING I N G DISTANCE •� to be provided by a regulated project or tree conservation permit approval listed in IF APPLICABLE ■ + � Cz �_ � j �� 5 R _ Section 16.50.100 shall be calculated by dividing gross site area, minus any public � ■ ■ 1 c _ N 31 °27'27" E 1 0.00' or private street rights -of -way, by one thousand Table 16.50.120(D). The result of the 00 i ■ _ cmnRTo / ' ■ _ i BE RLI,1,,LD � 1 o � �� ' � calculation will be the total number of tree units required for the project approval � 2 N 57 47 33 W 13.54 1 I �� _ 0. within the building site. TREE CREDITS MET BY EXISTING TREES. VERIFY. .0 ZJ : 1 �■ \ ! (FINAL DESIGNTBD 5)' ' i - LOT SIZE ' 34,068.6 SQ.FT. TREE CREDITS REQUIRED: 35 U ■ _ice 4'ROCK OR ALLEN BLOCK WAL / _ ■ _ C2 A 30' SETBACK TO ., N 1 J ■ R�, 2 1 STEEP SLOPE o0 U) M � • ■ T - YPN6 pSN� i r O - b �- ti &N\M8z -, o LOT INFORMATION O — — � ' J � B � ti ■ G�\SN\�\iNPpPpRVev R�pDFi 1 / 1 %_ `v` - 1I ■ MOVE ��p�PNO��G�tJAC In �LL W 07 (� N _ � S R N& GE / 1 LOT SIZE: 34,069 SQ.FT. � � co • ' J 7 & — ' ■ ` �\ MU�C�ES pER _ ■ �r O6 O z 0 C 7 ■ _ p C, C0 CLEARING LIMIT AREA: ENTIRE SITE IY Q X 1------- ~ _ COL Z 1 �Q N �\LL • � C2 o ��/ SHORELINE AREA BETWEEN TOP OF SLOPE AND 200' LINE: 8,161.9 SQ.FT. Z m Q , m L 0 L ■ 7 �p 9� =� � Q Z (gyp W 3: o o 0 _ MAX IMPERV. ON SHORELINE AREA (30%) = 2,448.6 SQ.FT. co 2 11 Q c ) Ls ■ W SFR �N N _ • ■ - �■ _� ■ ss - FF = 63' % �O �� - ACT. IMPERV. ON SHORELINE AREA (29.9%) = 2,447.2 SQ.FT. �~ L ■ 40 In �j �• ; BF = 51.73' i�% C°co� ■ MAX BUILDING COVERAGE (35%): 11,924.0 SQ.FT. Q •,' ■'� °' ACTUAL BUILDING COVERAGE 10.06% - 3,429.0 SQ.FT. - - w Cn �r 0 # - i I•� - 2 i "' m� i �, _1> IMPERVIOUS ROOF AREA W/ OVERHANGS: 3,541.19 SQ.FT. 7 W le � _ L ■ 1 . - it r� w� � .r '0 � - J � _ + ■ ■ ` Q /� r 1 N u� IMPERVIOUS DRIVEWAY &SIDEWALK AREAS: 2,575.81 SQ.F w Me IIIG �2Al- � . ■■ 1 `� � � ^2 oo,gwp�""N 2 � LL TOTAL IMPERVIOUS AREA: 6,117 SQ.FT. z Q 0 In RN Zyc lJ N U EL In NONE04 ti IF ■ ' , r • ■ � m� PARCEL# P134590 Q J ■ _ t Indr i ■_1 PAVEt r 1 � J . ._ 56 _ T Z IL 0 In Illi � 1 1�0 or ■ �1 ' r •— r Mr i . L In Inr L■ �06N re L 1 In InOL i r 7 _ _ I In NO F dEn '' In i Dr O In In J � ti• 2 ENE& VICE IN _ 1 ■ ■ O ■ r O L _ - 1 L 116 O IN • �_ 6' • J i IIII J ■ 1 go f � • No J_ _ -� 06 JAF2016081800p - ROS . • � 1 S AF2013062000 31■RO"Ir6' ' _ ' O 0 4 3 . 7_, LP I �' on lk(.0 PIP N mpg 0. •011111INIn In N O 7 V 7 Incm� W L L W UJ Q N ADDRESS: 2802 OAKES AVE., ANACORTES, WA 98221 J z AJ Y F�wN���\����e Wpm TREETO 1 �,OWNER: BRUNER � 00 ��� � rn j - Er L.L 2 . N�� �o ON1�jM S 3 CAR GARAGENV�, o- NOTE: Q 200 FF = 63'e U V % _ � \NPGPSO\G\HSO 65 cz � -CLEARING LIMIT TO BE ENTIRE LOT W W � - ■ A2 oRvIE vNo°�, O 'Cp' smy PGHSI\N 1.—■ '�� W �. G - STANDARD HIGH VIZ. CONSTRUCTION 0 Z ■ m TREETO `� FENCE TO BE INSTALLED WHERE HIGH VIZ. Q P \\■ I ° BE REMOVED 1 SILT FENCE N/A. O ?N$ TREE TO \\ CD F � ym BE REMOVED � N °r 22 SF DRIVEWAY — % J _ - CUT AND FILL AREAS TO BE ANYWHERE HOUSE, 00 2 C2 DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL N ' - APPROXMATE, DEPENDENT ON FINAL GRADING. VERIFY UTILITIES EXACT STUB AND HOOKUP LOCATION WITH SUPERVISOR. Z' Q QU �J Z �� . 2 L Woo= II- ,Do ` OZU V - LLN �;, SDAF - �` 4�- MAX 20' WIDTH DRIVEWAY ENTRANCE @ STREET Q z MC 19 53 03 ........... I IN In K U 5 .. 13"CEDAR Z O w F O cz I SOIL STOCKPILE y I ❑ .W r 18 - I •CEDAR - _ RUNOFF FROM DRIVE NOT ALLOWED TO fn - U to YQ m G Q W F W � IY - _ G2 _ Z W W J W a a SHEETFLOW TO STREET O xz a x U i6" SITKA SPRUCE Z w U'❑ ■ 1 to - \ ■ w rn ,n 3 11"PINE - w - 2Y Z AMC 19.76.070 CONVEYANCE O .2 B 1 W o S ,W- 4 , Z 2 F P MINIMUM REQUIREMENT #2 BMP S z x HA W W 36" DF A y _w o V E - D 3 D R w a zz z z ✓V Q � a UO q A - w ■ z BMP T5.13: POST -CONSTRUCTION a 0 _ Q r C2 SOIL QUALITY AND DEPTH z< W2! o=Zoo Z Z cx _ z z _❑Qz i B BMP C233: SILT FENCE --U'UZ77 N❑—dam ww ■ - C2 ❑0000 ZWU00 �I ,z"DF F -_• r�1 g�UU aw0z 0 L �_ V� C BMP C105: STABILIZED CONSTRUCTION — QY�zO 11"HEMLOCK O O O x r ZUH LLJ_ z CJ P p�O C2 ENTRANCE / EXIT X LLom° pZwF go W Zazo r ' LU _ F Pc��o2 �GJ�� I D STORM DRAIN INLET PROTECTION Z IIIIIIIIIII�� 1. ` o sE�g z$ Q 13 C2 1-40.20-00 ` OWNER APPROVAL F pOF'�N - ' E BMP C123: PLASTIC COVERING _ ZI /SOIL STOCKPILE INITIAL: r' V� PAGE #: `I U _ i 5A6vF BMP C123: PLASTIC COVERING 1 � J.II 9 n ■ — 316�� �S P C2 SOIL STOCKPILE r III.I 6a°d2 P� N L 1 — -� ,I r1 IIE■ - - � ■ C2 BMP C154: CONCRETE WASHOUT AREA PAGE: J 1!* 1 F 1 EXACT LOCATION OF .I � _ — SS STUB UNKNOWN. • - J F In 9h (VERIFY EXACT LOCATION) H BMP C130: SURFACE ROUGHENING 20 of 21 � C2 1 O 1 6"ALDER 1,F �6 �O LANDSCAPE LEGEND SYMBOL COMMON NAME SCIENTIFIC NAME QTY. ooe�%a�1 SALAL - 5FT. O.C. MIN. GAULTHERIA SHALLON 270 e, e SERVICEBERRY AMELANCHIERALNIFOLIA 10 OREGON GRAPE MAHONIA SPP. 50 .QQ 1S` WILD NORTH ROSE ROSE SPP. 25 •,,. ,=ems A d� RED HUCKLEBERRY VACCINIUM PARVIFOLIUM 7 EVERGREEN HUCKLEBERRY VACCINIUM OVATUM 10 VINE MAPLE ACER CRICINATUM 5 O PACIFIC MADRONE ARBUTUS MENZIESII 5 I FULL LIST PER GEOTECHNICAL REPORT Owes Ave CIO Faasibilwv Sthid-%- Dec-2mbu 11} _�019 _Niater .111 TeAing& com lain& Inc. 19333- Vine 343pJe Azer z:Lc1tm%m Dedduc)L} a--a-.zupray -cladis u} discalw Derid-mu :C— Willo-n- Sib% spp. Deddu)yi: a1i�53 I'_'r SympbanCaFRD5 a11T. } Deciduous RosLL RiDse app. Devi us SOZOOa.ber-�: Rxubus spscCabilis Deddaau Ie L .SaaaL C-rau6thma =h~I Evemzeau . 0 - OzEpn grape '-%Aab,ania �P'p. a-Lugreen r Fad baaoebmT:�• az:dmium pamfiallhim Deciduous Io : _ Evergreea V aCCiuinm Matum E=reen 71, S-Emcebern- Amelamhiar sJuifaLL--_— Eizlea: maple Acer macr philhim Decidxu4us 6i: Pac:=ic m&Iko Lie -%r.ns meaziesii E-L ff z L-ee : ROS AF201608180006 ROS AF201306200031 3 4" VINE 8 0 -'- 14"ALDER � i6"ALDER � 0 .p m p X m — �25* m �, . gyp, .rjp��• � (n 12"ALDER, � p µ=T�� C D 12"ALDER r U) O lJ @ ! 26"ALDER 'x• O L�.. � 8'ALDER 25 @ °Q " 6ALDER O !E ilf � MMQ tiF *•J•J REMOVEYARD DEBRIS 8 TRASH .� O 3 %4 \ # O CEDAR TO_,— 'B_ E JREMOVED @ M SE(� ONE -- 10 &N\MPRo\J .1ZNE LNG �pN1 V \cNN CP�R�pO & -o 8 O 20q TREES TO RETAIN: TREE SIZE CATEGORY OF EXISTING TREES D.B.H. TREE UNIT CREDITS PER TREE RETAINED AND PROTECTED QUANTITIES TOTAL CREDITS 2" - 5" 1 CREDIT 2 2 5.1" - 10" 2 CREDIT 4 8 10.1" - 25" 5 CREDIT 11 55 25.1" OR LARGER 8 CREDIT 2 16 EXISTING TREES NOTED IN RED ON PLAN TREE CREDITS REQUIRED = 35 EXISTING TREE CREDITS PROVIDED = 81 (MORE THAN DOUBLE THE CODE REQUIREMENT) EXISTING TREE SIZE MAY BE BEST ESTIMATE DUE TO INABILITY TO REACH TREE BECAUSE OF INVASIVE BLACKBERRY AND ENGLISH IVY PLANTS INVASIVE SPECIES OF PLANTS TO REMOVE/MULCH: 1.) ENGLISH IVY 2.) MORNING GLORY 3.) HIMALAYAN BLACK BERRY 4.) HORSE TAIL TOP OF STEEP SLOPE EXCEEDING 40% LINE TABLE 50� O. BEARING DISTANCE - - N 31 027'27" E 10.00' 2 N 57047'33" W 13.54' 30' SETBACK TO STEEP SLOPE o A O Gca di �� °a -- -A 0 o Obi / � NS O o ., 0,C N CD GAO ; c0 N� 0 n� .. �• co �3ao- 600 �J rod' °rn o• tJ ' '�6, 'Q 74.6 SF E fl 1P Q PERVIOUS PAVERS 0 Q y�O / ING TREE TO \ BE REMOVED-6 � o 65 W I TREE TO \ / > a BE REMOVED - -\ ~ \ X W1.322 TREE TO BE REMOVED-- De SF DRIVEWAY\ \\ \\ ,- �— 1,264 0 z A 36" DE s� OF R1�E�q, O � 80 IN IN G PSI 2 0 2$� P 13� Nv� `I 95 A6 6 � S P IF_N 6So dZ31 LANDSCAPE LEGEND DESIGNED BY: J. STERLING LAWN AREA OR DRAFTED BY: EXISTING/REPLACED VEGETATION J. STERLING CONCRETE DRIVE 1/16" = 1' U.N.O. DATE 05-14-2020 MULCH - PLANTING BED 06-30-2020 EXISTING BEDROCK 07-08-2020 01-19-2021 DECIDUOUS TREE �z co uJ ) 0 W CONIFER TREE 70 C SHRUBS / PLANTINGS FINAL LANDSCAPE DESIGN T.B.D. JA�=A MINIMUM TREE DENSITY ANACORTES MUNICODE - 16.50.070 Calculation of the Total Tree Units Required. The total number of tree units required to be provided by a regulated project or tree conservation permit approval listed in E Section 16.50.100 shall be calculated by dividing gross site area, minus any public or private street rights -of -way, by one thousand Table 16.50.120(D). The result of the 0 calculation will be the total number of tree units required for the project approval C: within the building site. TREE CREDITS MET BY EXISTING TREES. VERIFY. 0 � U LOT SIZE: 34,068.6 SQ.FT. TREE CREDITS REQUIRED: 35 N 00 rn (n LOT INFORMATION >Q 0 0 2) LOT SIZE : 34,069 SQ.FT. O � ol- W j -0 0 C7 -a CLEARING LIMITAREA: ENTIRE SITE W Q O O p z pp () N SHORELINE AREA BETWEEN TOP OF SLOPE AND 200' LINE: 8,161.9 SQ.FT. LL Q Z coEm MAX IMPERV. ON SHORELINE AREA (30%) = 2,448.6 SQ.FT. oD 2 Q 0. c) ACT. IMPERV. ON SHORELINE AREA (29.9%) = 2,447.2 SQ.FT. MAX BUILDING COVERAGE (35%): 11,924.0 SQ.FT. a ACTUAL BUILDING COVERAGE (10.06%) = 3,429.0 SQ.FT. Vr 1 (n IMPERVIOUS ROOF AREA W/ OVERHANGS: 3,541.19 SQ.FT. 7 w IMPERVIOUS DRIVEWAY & SIDEWALK AREAS: 2,575.81 SQ.F 0 W TOTAL IMPERVIOUS AREA: 6,117 SQ.FT. Z Q 0 PARCEL# P134590 z Q LIJ z ADDRESS: 2802 OAKES AVE., ANACORTES, WA 98221 — W Q N OWNER: BRUNER C) w /0T�0� VJ NOTE: U Q - CLEARING LIMIT TO BE ENTIRE LOT w �'�"� LLI - STANDARD HIGH VIZ. CONSTRUCTION Q Z �e FENCE TO BE INSTALLED WHERE HIGH VIZ. 0 O SILT FENCE N/A. N - CUT AND FILL AREAS TO BE ANYWHERE HOUSE, CD DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL N APPROXMATE, DEPENDENT ON FINAL GRADING. - VERIFY UTILITIES EXACT STUB AND HOOKUP LOCATION WITH SUPERVISOR. a Woo= OZOV - MAX 20' WIDTH DRIVEWAY ENTRANCE @ STREET °Dw0 w,=° (AMC 19.53.030) a W �� ' ^ Zazou i V zwo�w 7 �FZz,x �3¢w0 - RUNOFF FROM DRIVE NOT ALLOWED TO NN"¢m SHEETFLOW TO STREET UJ zawwa oxxza zwOU'-D (AMC 19.76.070 - CONVEYANCE) o=>w== ��oo MINIMUM REQUIREMENT #2 BMP'S O �Z=Q w��w� Uw3azz 4aW- A BMP T5.13: POST -CONSTRUCTION � �=W�o 0 ❑O8,O C2 SOIL QUALITY AND DEPTH Q aw zz�z° B z z�oQz C2 BMP C233: SILT FENCE '�Z'� 0 00,OzVw ox-zz J Qw,00 Z' aZi o OOM C BMP C105: STABILIZED CONSTRUCTION O o aYOz C2 ENTRANCE / EXIT 0a�° ozmQ zazw D STORM DRAIN INLET PROTECTION z C2 1-40.20-00 OWNER APPROVAL EPLASTIC C2 / SOIL STOCKPILE INITIAL: PAGE #: F BMP C123: PLASTIC COVERING C2 / SOIL STOCKPILE L 2 G BMP C154: CONCRETE WASHOUT AREA PAGE: C2 H BMP C130: SURFACE ROUGHENING 21 of 21 C2