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HomeMy WebLinkAboutPermit File BLD-2021-0029 3708 Leeward Lane (2) BY: CODE & PROJECT DESCRIPTION PROJECT INFORMATION DE J. STTEERR LINLIN G N DRAFTED BY: o ZONING: R2A PROJECT ADDRESS: K. ROEDER 7,OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE CITY OF ANACORTES CONSTRUCTION TYPE: TYPE-V PLANNING AND BUILDING DEPT: ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND APPROVED PLANS 3708 LEEWARD LANE, ANACORTES, 1/4" = 1' U.N.O. 2 ORDINANCES AND THE FOLLOWING: REVIEWED FOR CODE COMPLIANCE WA 98221 DATE vi - 2015 INTERNATIONAL RESIDENTIAL CODE PERMIT#: BLD-2021-0029 z - 2015 WASHINGTON STATE ENERGY CODE ADDRESS: 3708 Lee and LN 1-5-21 0_ a - 2015 UNIFORM PLUMBING CODE: APPROVED BY: —72'4 PARCEL# P133206 02-02-2021 SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT BE ALTERED WITHOUT AUTHORIZA ON. 02-21-2021 DEFERRED SUBMITTALS ***iiik PLAN AREAS 1. MECHANICAL HVAC SYSTEM DRAWINGS OR) 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS MAIN FLOOR 1 ,897 SQ.FT. X 3. NATURAL GAS DISTRIBUTION DRAWINGS L. T) 4. PLUMBING DRAWINGS BASEMENT 1 ,624 SQ.FT. 111111 j°1141"....1111 rh 5. ROOF TRUSS DRAWINGS / CALCULATIONS ,,- Ho ip1 ' wo 2 6. FLOOR JOIST DRAWINGS / CALCULATIONS — V� + ' �__ TOTAL LIVING AREA: 3,521 SQ.FT. 7. LANDSCAPE PLANS -8. LIGHTING PLANSma I 9. CABINET SHOP DRAWINGS � _._ _ _-.. ...,�. STORAGE / UTILITY 71 SQ.FT. 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS c_' - � — " / , ..... ! GARAGE 739 SQ.FT.11. FIRE SPRINKLER (IF APPLICABLE) ii=x F I■11111e, ,12. SOLAR PANELS (IF APPLICABLE) — ENTRY PORCH 126 SQ.FT. C z ir 13. ELEVATOR PERMIT (IF APPLICABLE) \ �e 4, •„ rip W 1 \N,,,, -- „54 EN= J COVERED DECKS 180 SQ.FT. ai............+ I 141 Mu: 111111 - f OPEN DECK 506 SQ.FT. Sk ' - i _ .. �`i IIIINIOLI'aminm."-- -- - '''% . 1 _ ___ GARAGE PORCH 54 SQ.FT. �� - � , -- oe N..- *Milli. ,....„., _. _.... IIIIIII _ _ FIRE AREA: N/A 4637 s ft oo OWNER / DESIGN INFORMATION �� _ a DESIGNER INFO FIRE FLOW REQ. = N/A N 0 DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. co EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM - - Q o NEAREST HYDRANT = N/A LLI DRAFTSMAN: KANE ROEDER - STRANDBERG CONSTRUCTION INC. Z w W M -o EMAIL: KANE@STRANDBERGCONSTRUCTION.COM - E > 1— ti 2 HYDRANT: N/A Lu < < p z U • N BUILDER INFO FLOW TEST = N/A J J � Q � m W NAME: STRANDBERG CONSTRUCTION, INC. 5 N Q `CO ADDRESS: 2018 R AVE., ANACORTES WA 98221 TELEPHONE: 360-293-7431THE N[ OSNERAFREEDN[ANT EDEN CE Residential sprinkler system per NFPA >Q OWNER INFO 3708 LEEWARD LANE , ANACORTES, WA 98221 13D required. Installation to be verified z cri NAME: MOSNER ZACHARY, FRIEDMAN PATRICIA ELLEN prior to framing inspection. Q Lu ADDRESS & TELEPHONE AVAILABLE UPON REQUEST I- o 2 o _ _.„ L_ 0 W0 LAYOUT PAGE TABLEREVISIONz w TABLE 1- _ z z � zQ PG# TITLE COMMENTS CONTRACT DATE PG# DATE DESCRIPTION J I� L w N z COVER SHEET la EFFICIENT BUILDING ENVELOPE la: 0.5 C.) CD Prescriptive compliance is based on Table R402.1.1 with the following modifications: I— ' ' v J Cl SITE PLAN Vertical fenestration U = 0.28 0 Illw 0 Floor R-38 Slab on grade R-10 perimeter and under entire slab 0 Cl) L.L Q C 2 S TO R M WAT E R B M P S Below grade slab R-10 perimeter and under entire slab , O 11 w Lil C3 CURB , SIDEWALK, AND DRIVEWAY Compliance by 5% — om liance based on Section R402.1.4: Reduce the Total UA . 2 J 2a MR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.500 AO ARCHITECTURAL NOTES Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per 00 hour maximum cY) Al FOUNDATION PLAN and zY Q QO •A2 FOUNDATION DETAILS International Residential Code shall be met with a high 0� efficiency fan (maximum 0.35 °Z w0°s o° ) watts/cfm), not interlocked with the furnace fan. Ventilation systems using a furnace W z° A3 BSMNT. FLOOR FRAMING 2a�gNincluding an ECM motor are allowed, provided that they are controlled to operate at W w� =moo low speed in ventilation only mode. w �l A4 BASEMENT FLOOR PLAN To qualify to claim this credit, the building permit drawings shall specify the option w z W Hxza being selected and shall specify the maximum tested building air leakage and shall N N _ ��coo A5 FLOOR FRAMING PLAN show the qualifying ventilation system. U) W s z zI . 3 ab HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 3 ° w azz z�Qxw A6 MAIN FLOOR PLAN Gas, propane or oil-fired furnace whir minimum AFUE of 94%, or II a o �z��o �oZ Gas, propane or oiled-fired boiler with minimum AFUE of 92% w a N NOrq Toqualifyto claim this credit, the buildingpermit drawings shall specify the option o 0 0 A 7 ROOF FRAMING PLAN g p iZz�Zw being selected and shall specify the heating equipment type and the minimum Wag equipment efficiency. 0 o S o a a A8 BUILDING SECTIONS Sc EFFICIENT WATER HEATING 5c: 1.5 Na VOO U N LL am Z< Water heating system shall include one of the following: o 0 0 x rzoI- A9 BUILDING SECTIONS Gas, propane or oil water heater with a minimum EF of 0.91 o a m � F or w �o MI Solar water heating supplementing a minimum standard water heater. Solar water z A 1 0 EXTERIOR ELEVATIONS heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300 OWNER APPROVAL A 11 EXTERIOR ELEVATIONS Certified Solar Water Heating Systems Or INITIAL: SO STRUCTURAL NOTES PAGE#: Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters S 1 ENGINEERING INFO BASEMENT PLAN To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum S 2 ENGINEERING INFO MAIN PLAN equipment efficiency and, for solar water heating systems, the calculation of the PAGE: minimum energy savings. 1of1 VICINITY MAP— NO SCALE SLOPE OF LOT — NO SCALE DEBY: J. STERLING 118. 1 3' DRAFTED BY: o K. ROEDER T co2 14.68%SLOPE U- Er) I" = 10' U.N.O. CO o ti DATE o x— I- 1- I 1-5-21 Z 0 02-02-2021 02-21-2021 V ., CD g. ° m 6 a p - 4 ° ° b POTENTIAL RETAINING WALL / a (1) \ / a° \ °a a \\\ LL VERIFY W/FINAL GRADE P \ ,\/ n / I a 4 \ v / 89, \\ / n a\\ ° ° a 4 °4 a\ 90' 4 ° a e � ° °4 a9 n n -;7;--.---- \ —(11205 7 r 1 Y41, a ile- ' \ ' 8�/ 83'-' �\`� 11.1� �� �� I 9/7�(�� ° a a4 4 a a° ° 4 Ct9 Q�R ' I 95' n ° O a an\\ w 87, „a I �A ��� VAA� °a ° 4 Aa _ 80' / -/ LO,c 1 ZI II &� ss' ss'� / ° a a \\ ° / 79' � �i N I /�v 97' \ , / TRAIL ACCESS\ a v w v M a �g., �,, 98' E EWARD LAN E1.11 / / 777 48 �s�� po, . - A . 9 '` 3116� 0 v�v„ , L ° \ --4- ' GE F. 4i' w / � yJ ��� � (an ,,,, � I I 21�-31 ,0� ° „� � g / 1,371 SF v ak se- ��� ��► A \ELDVERIF ) v .. � oc5 CU 0,4 A C \ / - 70' =a - tI44 i m m /1''''''c sEM ��/A m - v — U- At#C41\ a \t";•"17111W • --- lc\--1-2,‘71,62, 1›\i,,,,.\,,924,41,4iN %\ \ n / . c� / �� ��/ �I ,. �( ��ON P�PN / E a 75 � 0�� ��i / - -0 LO .c-( 4 a ° ° a a NO 4 / \ ��� ��� �/ eo m �a c I 7std AO r ' / t �• —— — Q e ► 4t AAA �� J �.`� \ - v� -, i � ni r P d ■ ' n a n a 4 / \ - / NI /., ,/� p / �•", -\ \- _• \ \c- AREA BETWEEN TOP OF BANK AND . \\\� -i, ��� %�00/\� ,�s� ill � �� ■ ■ ■1 �1 n 4 a a a a /%� N _- I 200'OHWM SETBACK LINE=7,207 SF //`� ���i �/ �� ��cs �® 4 Q ■� p�' ■ ■ ■� aw °' ° ° 4 a / CV i \v �� 0110.000.0.01 a ° fn / O -- . - 14.68%SLOPE:30%COVERAGE 4910� v,4 / ��1� 95a n / m0 MAX IMPERVIOUS=2 162 SF 4� ►�� \�7_ / a , __, / a o a Q, °v PROPOSED IMPERVIOUS-2,162 SF / . .,:y1� �� ,fr�� 10,,,s........ ° ° / • • Q,i , 0 \ , ,\ CI, / ,,, Da I A Y / , \\ \ \libisONONONOVil \ 1 I L . t 1 Iy,� �� �4/A , 93 F . I e. :• • ■ a ° Z W W I \ I ).0.......# , ‹_,--,- ., , u_ In . co ..— (1) j,��� ,%�� ,����►,, / �•� •�l� �� ,' /a 4 a LOT INFORMATION — o -- ,-'- V A AA �I\ , ,1 I 1���I�,� IA���� I�� ° ° •7 V - , \ ■ r ° a 4 L ��ll/%� � ��7/ a�� -- w , 96 97 v a W (� 0 p,.,�i „ RESIDENCE F.F. 94 /� PARCEL# P133206 -_ t� y .�, z U N --_-- 1 17 7 8 SF ,/ / �,i�i a ° a J - _ / av n �A`�� (FIELD VERIFY) ��Al®�i � g a ° a ° — Q o w/ ,>� �� !� �� ''/ 4 LOT SIZE : 17,788 SQ.FT. 5 Q o Z SC2 �/� ��/ \ aam CV Q C D' AOG ' °iLl ° CLEARING LIMIT AREA: 10 468 SF 0.24 ACRES I �w�/ /vv m 0 \��� o � a >* / � >U RIFY LANDSCAPE SOILSTOCKPILEi m1a p� /00/7//$1: OBI AND GRADE r MAX BUILDING COVERAGE (35/0): 6,226 SQ.FT.� I \ \ \ / ILL �I / ���t`...c""/���y�11 `.\ A►1 �/ �e` / a ACTUAL BUILDING COVERAGE (19.31 /o) 3,434 SQ.FT.TA-- a Z CO 1 yN ° i St• I i"r ' a \ I, \ m ►, �� = , � I � / aW/ PROPOSED IMPERVIOUS 2 162 SF �� �� 4 IMPERVIOUS ROOF AREA W/OVERHANGS : 3431 S FT.ow,,so�. -I . ,ice1I�� A. 1, / Q , , �s .� �� � •����� a v v �� �\� � vI�%A •t"'', / a IMPERVIOUS DRIVEWAY& SIDEWALK AREAS . 1,293 SQ.FT. Q 2 Et v v�G� ©����� n O z�' T ®�,! �/ �',/���A s - 4 L.L. W mrt) \ �������� =s �i a4 TOTAL IMPERVIOUS AREA: 4,724 SQ.FT. 0 U g v B I v�v� , .+L%/ �� -/ < O 500 L TANK AND E C K �`�� �� '�► � J� v�� ,�� 28'-6" W \ �v ,.RINDER - MP UNDERD.CK (PE-vlous> �I10;,,,,,;;;•;(:.10,---401177:' � „ .ate Project tO conform th all requirel'1'lents OVERALL BUILDING HIGHT: I— _ Z I \T SS CON CTION-VERI / z ZQ a \ I Imo\ \ \ / �\ 2J� , 0 ;j /1- of PUD-2014-0001 a d SDP-2014-0001 MINIMUM REQUIREMENT #2 BMP'S W c\\m *. J'ie0., ,t1 gp8• W CV , \ /// / J °\ , 1 - / A BMP T5.13: POST-CONSTRUCTION (� Q Z CO °�\ \\\ \\\\\ , • ,svo • -i / C2 SOIL QUALITY AND DEPTH L.L \ m� �\ �-�� B =5' LANDSCAPE LEGEND Cn J GP cs \ �\ \ \ C2 BMP C233: SILT FENCE f \ z� N Ak (LAWN AREA OR ��Z Q \ 0 � EXISTING VEGETATION C BMP C105: STABILIZED CONSTRUCTION vJ ,I„ \\` j W \ -- lij C2 ENTRANCE / EXIT 11 0 W m �/ CONCRETE DRIVE2 _1 D STORM DRAIN INLET PROTECTION 00 \ \ C2 1-40.20-00 O '11 I A CO Ca \ MULCH - PLANTING BED / C2 BMP C235: WATTLES Z LL Z>. �\ \ ---- ---- \\\ MI 17,1 ■v- \ / / ( F ) BMP C123: PLASTIC COVERING z�w¢ G \ / / EXISTING BEDROCK C2 / SOIL STOCKPILE Wiz° / �a�5ui G ��°Z� / / o BMP C154: CONCRETE WASHOUT AREA(C2) z NW"¢m = ¢iW / DECIDUOUS TREE OH / /cC\ ik \------- MA g BMP C130: SURFACE ROUGHENING W°w v , w 3 a wo , ^ C2 o_ zz z = ao°o ,3 y CONIFER TREE CODE & PROJECT DESCRIPTION W 2 aoZ°= ❑°z°° wMt`)K 7 ZONING: R2A o��p o OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE ^ No� �JJ zw r ''' ' .,?' CONSTRUCTION TYPE: TYPE-V 1swlwoz PLAN AREAS SHRUBS / PLANTINGS !°°UU Na�zz ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND 3wPN° ORDINANCES AND THE FOLLOWING: _''_<° 0002 -2015 INTERNATIONAL RESIDENTIAL CODE a;1- n 4 MAIN FLOOR 1 ,897 SQ.FT. -2015 WASHINGTON STATE ENERGY CODE oo mQ REQUIRED LANDSCAPING -2015 UNIFORM PLUMBING CODE: VA ° n BASEMENT 1 ,624 SQ.FT. CALCULATIONS iT Nz a 4 SITE AREA 17,788 OWNER I DESIGN INFORMATION \ ° a ° TOTAL LIVING AREA: 3 521 SQ,FT, OWNER APPROVAL 5 %OF SITE AREA TO BE LANDSCAPED 20%-R2 ZONE DESIGNER INFO (PER AMC TABLES 19.42.020-.030) 3,558 SQ. FT. REQUIRED DESIGNER: JASON STERLING -STRANDBERG CONSTRUCTION INC. Li ° STORAGE / UTILITY 71 SQ.FT. 3,600SQ. FT. PROVIDED EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM INITIAL: \ a a TREE UNIT CREDITS REQUIRED: PAGE#: ° .FT. COMPLIANCE WITH AMC CH. 16.50 (EXISTING TREES MAY PROVIDE DRAFTSMAN: KANE ROEDER-STRANDBERG CONSTRUCTION INC. 4 4 ° TREE PRESERVATION CREDITS, BUT NEED TO BE VERIFIED) EMAIL: KANE@STRANDBERGCONSTRUCTION.COM 18 TREE UNITS REQUIRED ENTRY PORCH 126 SQ.FT. (SITE AREA/1,000SF) BUILDER INFO C 1 TREE UNIT CREDITS RETAINED: NAME: STRANDBERG CONSTRUCTION, INC. ° - 4 a COVERED DECKS 180 SQ.FT. -0 TREES 6"DBH =X TREE UNIT ADDRESS: 2018 R AVE.,ANACORTES WA 98221 ° 4CREDITS RETAINED TREE UNIT CREDITS PROVIDED: TELEPHONE: 360-293-7431 PAGE: - TREES ° a4 OPEN DECK 506 SQ.FT. (MIN 2"CALIPER @ 6' ABOVE GROUND) OWNER INFO 4 GARAGE PORCH 54 SQ.FT. (8'MIN. IN HEIGHT) ADDRESS &TELEPHONE AVAILABLE UPON REQUEST a - 12 NEW EVERGREEN TREES NAME: MOSNER ZACHARY, FRIEDMAN PATRICIA ELLEN 2 1 1 r' ° BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND DESIGNED BY: 0 BMP C154: CONCRETE WASHOUT AREA 0 BMP C235: WATTLES Q BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT 0 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` 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 DRAFTED BY: ENTRANCES AND EXITS FOR CONSTRUCTION SITES. NATURALLY OCCURRING(UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONScN ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES INCLUDING:WATER INFILTRATION; NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW TRENCHES CONDITIONS OF USE CONDITIONS OF USE AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE 11-4.2.14 WATTLES(P. CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION BIOFILTRATION; ARE LARGELY LOST WATER INOST WHEN DEVELOPMENT W STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS K. ROEDER Z STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL f6 CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: 378)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN 1-30.30-00 ALSO PROVIDES INFORMATION ON WATTLES SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION 2 PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLYAT THE MAIN SUBDIVISION TOPSOIL AND SOD. NOT ONLY ARE THESE IMPORTANTOUS SURFACES STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES a CONCRETE IS USED AS A CONSTRUCTION MATERIAL. (HTTP://WWW.WSDOT.WA.GOV/DESIGN/STANDARDS/PLANS.HTM#SECTIONI) THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, iL -IT IS NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF-SITE(READY MIX PLANT, ETC.). ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET WASTES, CONCRETE TRUCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-SITE. NOTE: IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITYAND DEPTH REGAINS GREATER 1/4" = 1' U.N.O. a 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASH WATER MAY BE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN IN STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF POLLUTANTS cci FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR -IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. THE INITIAL CONSTRUCTION SWPPP. IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR SOME LANDSCAPING GROUND WATER.THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM -ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. DATE d DRAINS,OPEN DITCHES,OR WATER BODIES, INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. CHEMICALS,CA THUS LIMITATIONSUCING POLLUTION THROUGH PREVENTION. I- -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY APPLICATIONSSG AND EFFECTIVE FOR ONE TO TWO SEASONS. ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL -5-21 E AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH WILL PROVIDE IMPROVED ON-SITE -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 02-02-2021 • RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITYAND DEPTH BMP BE APPROPRIATE _ _ DESIGN CRITERIA NOT TO SCALE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.THIS BMP CAN BE CONSIDERED -NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY SOILS INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. 02-2 1 1-2021 1 3th Minimum AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES n SIGN GUIDELINES o SHOULD BE DUG TO A DEPTH OF 5-TO 7-INCHES,OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. -SOIL RETENTION.RETAIN, IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT Lath and Ragging -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A 0 = 0 on 3 sides EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO _ Sandbars -CONSTRUCT TRENCHES AT INTERVALS OF 10 TO 25 FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE,AND OTHER PORTIONS OF THE SITE WHERE FEASIBLE. RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS -INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,ATci) 1 $ ....jr.:,.._//: Berm Sarrdlxag INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. O PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: ICI mil pla5lit lining -IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE { ` O 1.ATOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% Z i AND INTO THE SOIL. •\5 ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. ° cl WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ~ THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF cl Varies0 A0 ALSO BE USED FOR STAKES. E � • Cr) I 1� INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE0 i STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING L �i. SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, '--� 1 m ABOVE THE WATTLE. WHERE FEASIBLE. 12 0 e.•• 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. - F ./ )\,_ ` Berm MAINTENANCE STANDARDS ' 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS \_ r-i° -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, 000111fir, A.THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE o ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. * 100'min COMPOST SPECIFICATION FOR BMP T7.30:BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.959),WITH THE v + a Section y - - ,- EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN 4 10 pFastic lilting .ii '`, ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN ma :1' Plan Noyes: - RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND 1. Actual layout t. * LOWLANDS REGION. m determined in the field. B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR ° Install driveway OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT EXCEEDING Type "Below Grade" 2. a concrete washout culvert if there is w sign shall be installed THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS, IN WAC 173-350-220. roadside ditch preen[ _ THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. al we lk7ir,16 m of the4"-E'quarry' g 3rri Minimum temporary G[�ntxele spells +, L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE washout felinity. METHODS LISTED BELOW: ` '` ` • 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 8 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM CALCULATED Mod Frame ASAP fliff. 411141446/4RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. B B ifseburely fastened C,ecstexljle ` , ` 111 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST aro-uridntirrs �+' ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT"PRE- (ID N perimeter with ltix�o 3' _ APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. w 1! I stakes - (12rrr _1.4 `' 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. Varies 14 mik r MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE LI KAI I}Iasl c lance : ,_. `rt' DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. E 12I ce 7.e. I • �5,min MAINTENANCE 0 4 } Notes: { -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM Slake{typ•) *{ l `ti.x 1. Driveway shall meet 12'minimum thickness COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. 0 { lranw 1w�11s mull be ..g.. JP the requirements of the -PLANT VEGETATION AND MULCH THE AMENDED SOIL AREAAFTER INSTALLATION. - n Section BB 131abed along stblxn � t A rtl rolls j permitting agency. LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. N 5 barrio Ltt L Shall lighHy abut -REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER i 23 mil plastic lining N �, Two-stacked '~ 2_ It is recommended that Provide full width THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. ') 2x12 rough Plan the entrance be of ingresslegress o wood frame 1I1 Q O crawried so that runoff area U `I drains off the pad. 0 > 2) Type "Above Grade" wit#11�Yead Planks % r _• 4 L� . w ,- NOT 7O SCALEA - Z W -0 C 11 Figure II-4.1 . a , 4 FigureII- .1 . 9 J oo Q N Concrete Washout Area k Stabilized Construction Entrance 1 co M m Q N Q co s a.ri depends Revised June 2015 Q Revised June 2{l15 R P DEPARTMENT OF !DEPARTMENT OF on soil type and 'ECOLOGY ' slollo sipness Sedirrnt,organic matter. E L7 Please see k�ftpl�tvww•acy.w .gotdropyrighl.html far Copyright nc icy including per nlissidris' Please see htrplJwxw.ecy.wa.gov/copyrigghht.him,for copyright notice including permissions. I State of Washingkon Rmilatkon of liability.and disclaimer_ and native set}dx are • State of Washington limilation of liability,and disclaimer. __ `� d•ap'ured behind the rd`IIs. i w H � } • CI STORM DRAIN INLET PROTECTION 1-40.20-00 Q0 BMP C130. SURFACE ROUGHENING I- Purpose: SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE lO Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity,increases infiltration,and provides for sediment 0 BMP C233: SILT FENCE 0 trapping through the provision of a rough soil surface.Horizontal depressions are created by operating a tiller or other suitable equipment THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE Li_ Lil on the contour or by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such 3'-5'175-125riiro) USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A U as seeding, mulching,or sodding. 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE z W r , a • 8--IQ" Dia. 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 11-4.2.12 SILT FENCE(P.369)FOR DETAILS ON SILT FENCE CONSTRUCTION. I V Z CONDITIONS OF USE: \ 7 -All slopes steeper than 3H:1V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. • / x, 1 (Z -258rr1rr:) CONDITIONS OF USE z L a -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. W Slopes with a stable rock face do not require roughening. _ SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF - � W W N -Slopes where mowing is planned should not be excessively roughened. Live Stake L' THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. J � {y // '/ • SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS 0 I..I 121 Z CO // OF OVERLAND FLOW.CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. _ '� ! 1'x 1"Sty DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN J • • F5 x 2` ti ORNNAGE MATEp ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. l`-1/ Et { ORATE FRAME \`� .- v W 1 1 1 NOTE w W � i.- 1_ Straw roil irisiallaliorw requires the I•xlaternenl ar,d secure slaking IV-- 7 r al the roll in a haeaetk 3"-5"(75 125mm)deep,dug on torataur. �N O ` Q � ������ Runoff must C101 kz�a&�ved tb run undler Gr around roll. NDT TO SCALE as�r�NrArmr�s i 1 f11_ OVERFLOW BYPASS n� 1111114 0 ILI 4 �" � Fi Llr I I- '# Ate:w BELOWINLET ORATE rIEVCE Joints in filter fabric shall be spliced J ' q11.436. ' iblitil * + • at posts.Use staples,wire rings orCO- C co =,.. ,, ,.-1 s e uivalent to attach fabric to osLs C _ "�_ Wattles Rjpis .11% i f . ... ,..._.,.,...... ,=,- g f} Revised Nduembar 21115 2"x2'by 14 Ga.wire or equivalent. ./ir DEPARTMENT D F if standard strength fabric used ~ FF i * •• ECOLOGY 14 Please see ialtplJLrwM1x_dCy_w .6wt[ y+i9u4t.htrth for copyright elrSlit including permissions, I. ..*+*+ ** ■•••••••••m ' State of Washingso-n fimilalibnbffaS*.arxl mote_ a ►y" *e••eeeeem a° ° *MN 4444%"NW WiWeiltise4W***W i*+**+ * *+ **+*+*i*+*�i i i woo .,._.) with machinery U and dawn i • •, A a b •, *** * *******•.. Tracking 0 BMP C123: PLASTIC COVERING .. .. ... ;.- -1 �aa the slope p a.'id19 ra .ves Mat MI �� a a a * *Wig qql I.I r n S f o catch seed, rainfall_and reduce runoff. PURPOSE: * 0 '4. �� �� I I..fr o PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. *4:4::' *4 p $qp. ■ a a sec'noilrew NOT TO SCALE .*,+. ++*+yilLit, 41,9i1� r z z o CONDITIONS OF USE: -1 � mi. e/ / a w o Tracking PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, 17-- r 1- 1-f- -* a EXCEPT AS STATED BELOW. 1 1 1 I o a=W a PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY Minimum I I 6'max 0I I W�2N RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX 4"x4"trench l 1 I I o=>W z _�t°p MONTHS)APPLICATIONS. maw a LLI �,?xa -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE o i Posts c1 maybe increased w(2W w o elite` ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. 2"K2'v ,ad posts,steel w a z z 11. II• II' PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON SITE to 8'if wire backing is used c° =LL 1111=i1• fence posts,or equivalent z a a°o r=11-11-1r. MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY DRAINAGE GRATE < „z 11#11=11#1 CLEAN WATER AWAY FROM THESE AREAS. -rECTANGN`AR GRATE SHOWN RETRIEVAL SYSTEM(TOP.) a o =11=11. L °Zw° =11. L�=t -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. 11- -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL,AND _ !! L° C=11- 1f f=0=1. DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL, UP TO$1.50-2.00 PER SQUARE YARD. '�r` Z Z s°o Ij;1 + i�1=19:r 2"x2'by 14 Ga.wireor equivalent. °g = F1 ,,=11ff-II-11- -WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. Z° a a >� �` if standard strength fabric used e° z> 1-11-L-11-11-11= THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN RAINWATER AWAY r� fm __ woZ~� -'71' II 11 II II II 11- FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM APLASTIC COVERED SLOPE WITH DIRTY �'�� ! - I ... °a°zz 5a' Sim irlirM -II=11 1 RUNOFF FROM A PROJECT. m El a o0 j=.Ft=1d- 11-i1= 11=.11 11 (15rrr) 15t}nxT1) =11.=.11� f.,,- ; •,......, Fikerfabric I am o Iiill11=1i• -.III. g it O o 861 1=]I1111-11: -.II .11. 114h -.II -*/ •1 a z o,§ 11111 l- 3 -11: i`9 it :I 2'min o o 11=II--II=_ �/� Ali MI �1191�11 .. 1 �'� El "� 11 ,,E Contour Furrows I1=1111 :.. BEtOW INLET GRATE DEVICE I OVERFLOW BYPASS rrYP.} Ma Backfill trench with *r Il ilr=il�1r- Maximum native cdlIl soil or '+# OWNER APPROVAL •1-ii-11-li` •9 : 1.5'washed gravel 2 Nr,-..iff \ \ 11-11-II-11*1r. srATE� +12"ruin raves wig catch s�ed,fertilizer, 1i=11=1=II=lI� _ -�!= �ldb/�' WATEIRIGTOR Minimum f =I I=1111=11:�r 11=11=11=1 rANp6CAPEARCF1TECr Man.rae'ilaft, am i de-crease runoff. =11=11=11=11- .I=II=11:11-1i A 4"x4"trench INITIAL: II11#11=11` rt-II-11#11=ff 111�1011-'H.111�11 11-11=11= MARK W.MAURER PAGE #: Y'-•;II. 11=11=II li IIRII ISOMETRIC VIEW CERTIFICATE NO.ooassa 2"x2"wood posts.steel NOT TO SCALE .s,. .. � fence pasts, or equivalent NOT TO SCALE 5 ' C2 Figure JI-y 1 • Surface Roughening byTracking and Contour Furrows .mow F6I(P1M 9PMww=aWwR-ILO-i.W040veRY! te.. STORM DRAIN INLET PROTECTION STANDARD PLAN 140.20-00 SHEEN of 7 SHEET 2 Fi uIr It FI I`4C .2 q PAGE: , DEPARTMENT O F Reui59dJvr 2D15 APPROVED FOR PUaUCATLON Revised Oc her 2Ui 4 DEPARTMENT OF Paco lf3al�alfc►r rl� a�so-or : ECOLOGY O L O 3 Please see p�vt+ww_ecy�wa.go,aeapyriguitthtrri car copyright rtoliee includirl9 omissions,omissions, °""°61'°"1` '"` E C O L G Y [SL2LE of Washing limitation of liability_arld disclaimer_ -''`'im Swim°ipo1nwn1lTiip"""" Please see hllp:(Amv.ecy.wa.govleopyright.htm/for copyright notice including permissions, o f . Slate of Washington Irmilation of liability.and disclaimer. STANDARD PLAN F- I 0 . 12-03 - CONCRETE CURBS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANCE ). STERLING MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS DRAFTED BY: o (71 I I K. ROEDER I I VARIES (SEE CONTRACT) co FACE OF CURB-� VARIES 12"TO 24" FACE OF CURB I - FACE OF CURB I - FACE OF CURB F a ____,_- I I BROOMED -_ (SEE NOTE 1) ow- VARIES(SEE CONTRACT) VARIES I 6 112" I 6 112" VARIES FROM 6"(IN)TO 0"(IN)- FINISH (TYP.) BROOMED �� f6 1" 10 TO 22' 1" MAINTAIN �`- CEMENT CONC. PEDESTRIAN CURB(TYP.) 318' ) DRIVEWAY 1/4 = 1 U.N.O. y I I MAINTAIN IH:6V SLOPE %"j ' f (IN) EXPANSION JOINT{TYP.)_ FINISH {TYP. 7R, (SEE CONTRACT) 1"(IN)R. I 5 1/2" 1" I VARIES 1• R"(IN) ON SIDE OF CURB %� (WHEN SPECIFIED IN CONTRACT] - SEE STANDARD PLAN F-30.10 [SEE NOTE 1J �} ENTRANCE rnMATCH ROADWAY MATCH ROADWAY 1"(IN)R. MATCH ROADWAY / � ) DATE o SLOPE � SLOPE7 SEE STANDARD PLAN F-10.12 CEMENT CONCRETE j w r SIDEWALK z _ ,�N (TYP. 1/2"(IN) R. MATCH ROADWAY I SLOPE 318"[1N} EXPANSION JOINT I- SLOPE 112"(IN) R. CEMENT CONC.SIDEWALK v • I ► I 3" (1N) R. (TYP) -SEE STANDARD - SIDEWALK 1-5-21cC 1f2"(IN)R. to ' n - in"(IN) R. •c 112"(IN) ROADWAY -'� 112"(IN) ROADWAY (TYP) �\ PLAN F-30,10 * * a ROADWAY c - ROADV4Y _ 4 •' - j� R I O 2.Q°Io'� R. - -I • L N MATCH SIDEWALK WIDTH 1 r V - o-• C . I - A - p • I Il Q n • y • o- b ..�r� 771,/ .��� ��A. 4I . �. IW F ff (SEE CONTRACT) \ti \1/4NA, lipi, • � �\\ 02-02-2021 • "---'-- ,„ _ 0 02-21-2021 ... \t‘-., N. :\ . _ D. _ (SEE CONTRACT) _. • • v • • •A • c . t, - uo I • ° n I d r o° - b o FLUSH WITH GUTTER PAN AT CURB * 7E' t\\ I 1'-6" 1...., I 1'-8" LIP AT DR€VEWAY E tNTRANCEERTICAL //11112" - .y 111TZ" I fff iii I - I I . DUAL-FACED CEMENT CONCRETE I CEMENT CONCRETE I DEPRESSED CURB SECTION I TRAFFIC CURB AND GUTTER I TRAFFIC CURB AND GUTTER I AT CURB RAMPS AND PLAN VIEW CEMENT CONCRETE CURB �r'� DRIVEWAY I I CEMENT CONCRETE ? CY) I TAPER(TYP.) I I DRIVEWAY ENTRANCES TYPE 1 ` CURB AND GUTTER S4' 2' 6" 0USE THIS DETAIL J ' NOTES AND GUTTER(SEE NOTE 3) �P) -(TYP) PLAN VIEW L DRIVEWAY DE SLOPE (TYP ENTRANCE (SEE NOTE 3) [J (1) 1. When the driveway width exceeds 15' (ft), construct a full depth TYPE w 15' MAX.(SEE NOTE 6) VARIES 15'MAX. (SEE NOTE 5} expansion joint with 3/8" (in)joint filler alongthe drivewaycenterline. LLI 8" - - p 1f2"(IN) LIP BETWEEN GRADE (TYP.) ' (SEE CONTRACT) {TYP.} See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER 1"(IN)R. n CEMENT CONCRETE NOTE BREAK '', GRADE GRADE BREAK with the centerline a5 required at 15' ft maximum s acin when AND CURB,OR SEE 1/2"(IN) R_ B - spacing {SEE CONTRACT} [SEE GONTFtAGT} CONTRACT PLANS �r CURB RAMP, LANDING, I BREAK NOT STEEPER THAN CEMENT CONCRETE OR 112"(IN) R. 41 7F * `a driveway widths exceed 30' (ft). - - - oo ASPHALT CONCRETE 1"(IN) OR DRIVEWAY 1. See Standard Plan F-30.10 for Curb Expansion and ROAD GRADE ___...,_---- SIDEWALK OR PATH R ENTRANCE _ • -"•i' •. • e 2. See Standard Plan F-30.10 for sidewalk details_ 1/2" (IN) R. (TYP.) i•" a VARIES FROM 1 Contraction Joint spacing and see Standard 1 i + 1. * 10. DEPRESSED CURB AND p a �� 6"(IN)TO 0"(IN) + Specification Sections 8-04 and 9-04 for 3. Curb and Gutter shown; see the Contract Plans for the - „I 7 GUTTER(SEE NOTE 3) P° p' NIIIIIIIII6"i11611.11111 additional requirements. PEDESTRIAN RAMP } 1 PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 for i._. rot \ 11:3 Curb Details. DRIVEWAY �� [ o 1 CEMENT CONCRETE 3!8"(IN) EXPANSION JOINT{TYP,} m 3/8"(IN) PREMOLDED JOINT FILLER SIDEWALX (TYP.) SECTION A `1, (WHEN ADJACENT TO CEMENT 318"(IN) PREMOLDED SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK L DRIVEWAY RAMP o CONCRETE SIDEWALK) JOINT FILLER or other obstructions in front of driveway entrances. 3/8" (IN)EXPANSION JOINT [TYP.] - -.) �� w 1/2"(IN) LIP BETWEEN 5. Where "GRADE BREAK" is called out, the entire length of the SEE STANDARD PLAN F-30,10 SECTION [ L: ] CZ CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURBROADWAY GUTTER 9 �J Z (SEE CONTRACT) (SEE CONTRACT) AND CURB [OR SEE line between the two adjacent surface planes shall be flush- CONTRACT] LEGEND 511 AT CURB RAMPS, LANDINGS, 1/2"(IN) R. 6. The Pedestrian Ramp length is not required to exceed15 feet AND DRIVEWAY ENTRANCES (TYP.) a DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying J �� SLOPE IN EITHER DIRECTION (SEE CONTRACT} AND GUTTER the 15-foot max. length (measured from back of sidewalk) the 7ir io [SEE NOTE 3J D 1.5%OR FLATTER RECOMMENDED FOR _ ___ .- running slope of the pedestrian ramp is allowed to exceed 8.3/o. * DESIGN/FORMWORK(2% MAX) Cri) N cii p�'I' ��, �� Use a single constant slope from bottom of ramp to top of DRIVEWAY RAMP ramp to match into the sidewalk over a horizontal distance * 7•S°�OR FLATTER RECOMMENDED FOR :::::..,:- WA& J4 fgAS f DESIGNIFDRMWaR€C8-3°JMAX.] ht La 9j of 15 feet. N�ct FACE OF CURB FACE OF CURB p� �' ` DRIVEWAY --- 318'•(IN) EXPANSION JOINT(TYP.) - (SEE NOTE B) 'la VARIES 12"TO 24" FACE OF CURB , c,`� • J {SEE NOTE 7] SEE STANDARD PLAN F-30.10 7. Beyond limits shown. Pay item does not include drivewa t5AFACE OF CURB YVARIES 711a" I" ❑ SECTION I B } See Contract Plans. _ o 1" 10"TO 22" 1" 6 1/2" ;¢-,. ❑ �� "CEMENT CONCRETE DRIVEWAYSEE CONTRACT} i� 2 I NTRANCE TYPE 2" PAY LIMITS ti5 112" 1" 1 1t2"(IN) R. O 343r;3 4 �+ 'CEMENT CONCRETE DRIVEWAY <> CONTRACTION JOINT(TYP.)-SEE STANDARD PLAN F-30.10 L.' 680 - O fa i"{IN}R. 1"(IN) R. '� $� $�' tip' u_ ENTRANCE TYPE 1"PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE ," TER C. x- o� CN � 112"(IN)R-I { 1"[IN) R. 1I2"(Il+f] R.1 d J,fUN�� CONTRACTION )DINT EQUALLY SPACED 4' - 0"MIN. OC- fiCO . r�s CN ROADWAYr . ,. ,„ . ROADWAY • P L +� - to n . " m ROADWAY ROADWAY O� DRIVEWAY _ � Zcllc.Suatt •a , o Barry.Ed ' (SEE NOTE 7) DRIVEWAY �! ,,lf 7u1122UIG4:28PM Q O o ' a - " ° • • e / - - May 6 2O14 3:31 PM a ~_r-.... O. o (SEE NOTE 7) :' �� CEMENT CONCRETE O _ �' ° - 5:�. i . a . . - CEMENT CONCRETE CURBS DRIVEWAY ENTRANCE z III w Cr) ID • ¢ . - - • CL.4000 CONCRETE TYPES 1, 2, 3, & 4 Q I- ti c V. c CL, 4000 CONCRETE PER STANDARD SPEC.8-06.3 j_ - ° I " . ° STANDARD PLAN F-'10.12-03 PER STANDARD SPEC.8-06.3 STANDARD PLAN F-80.10-04 0 SHEET 1 OF 1 SHEET SHEET 1 OF 2 SHEETS J co Q N 1 314" 1 31A" - 8 11d" 8 11d" - O .4* APPROVED FOR PUBLICATION ya•wat APPROVED FOR PUBLICATION0:1 O z (O M 1 Jun II 2014 1•25 PM eu•vdl$Y. Jul IS 201G227 PA9 STATE DESIGN ENGINEER STATE DESIGN EIVGINEES DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT ISOMETRIC VIEW ISOMETRIC VIEW 41.111. Q Washington Slate DeporhnentofTransportation ■ Washington State DoporlmantofTronsporlation CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB T TYPE 1 - PAY LIMITS TYPE 2 '- PAY LIMITS 5 Z CO < LLI STANDARD PLAN F.30 . 1 0 CONCRETE SIDEWALKS STANDARD PLAN F.80 . 1 0 CONCRETE DRIVEWAY ENTRANCEi: o 2 o MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARD z 0 W U 1'-Cr_8" SIDEWALK " 2 VARIES V ' FOR SIDE TREATMENT SIDEWALK 6 1/2" SEE 6 ill BROOMED 3/8"(IN) EXPANSION JOINT{TYP.)- (SEE CONTRACT) �- CONTRACTION I \ FINISH TYP. (SEE CONTRACT PLANS) H _1'-0" 1'-0'` SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) JOINT 5 1/2" 1" FACE OF CURB 1 �\ z ( ) SEE STANDARD PLAN F-30.10 CEMENT \�- ---- I � MATCH SIDEWALK WIDTH W ` ROUNDING 2 1f2"(IN) R. (TYP.) v 1 1 112 (IN} R. {TYP.) CURB NOT INCLUDED IN BID ITEM 1NCRETE 1 " ;'. - (SEE CONTRACT) W CN N 2.096 MAX.fJ€ v - \11 f , ____!_\___ '� 2 O% MAX. SEE STANDARD PLAN F 1Q.12 SIDEWALK V �� • u a + , MATCH SIDEWALK WIDTH Gfe��N ,.. '.`. . 'o- r . - s. a ,a' -. - r • '1:{lN}R., n • o° lir ROADWAY -IA (SEE CONTRACT) -�J • g _0 F y 6' 0" F VV v * o• VARIES 5 �`r+ '. ° • iv• (SEE CONTRACT) CK St'' SEE RAISED EDGE 318"(IN) PREMOLDED * SEE CURB FACE DETAIL ) o . ° rr V DETAIL-THIS SHEET JOINT FILLER e I \\,,. 1 • 3f8"[IN} ExPAN51DN JOINT[TYP.]- 0 w uj 0 • -l , �\\��� U, a • SEE STANDARD PLAN F-30.10 U ��� BROOMED s ¢ „, FINISH (TYP.) LLI Ct WITH RAISED EDGE ,, MONOLITHIC CEMENT CONCRETE `� 1 FINISHED GRADE 1 (IN) BELOW 8" B 112" " I O 2'-Q" SIDEWALK TOP OF CONCRETE SURFACE CURB AND SIDEWALK - 1,0 t �\ fy 1' 0" i'-Q" y MIN. (SEE CONTRACT) NOTE • a,, 1 w u• w LL CURB FACE DETAIL / w \ \ LLI !I , (IN) R. (TYP.) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible �" - , "' ,,,, , O LLB ROUNDING CURB NOT INCLUDED IN BID ITEM - route free of►ertical and horizontal obstructions. Gratings, Access Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION I \ - J J JOINTS TO INCLUDE CURB(FULL DEPTH) t Ls 12.o9ro 1 2 0%MAX_ SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the2 sidewalk must have slip resistant surfaces, be flush with surface, and match . \ \ k . 0 grade of the sidewalk. �� (SEE NOTE 1) 2, 6 2' 6" \ CEMENT CONCRETE DRIVEWAY ENTRANCE {5EE NOTE 1] CEMENT CONCRETE Q ',��1 kr "{��� . BUFFER STRIP (TYP.) IDf' CURB AND GUTTER SIDE SLOPE(TYP.) OD CURB AND GUTTER $-, rk� . PREMOLDED 1V' WALL OR BARRIER ‘ (SEE NOTE 3) (SEE NOTE 3) M 44.' JOINT FILLER ', PLAN VIEW PLAN VIEW -J ADJACENT TO CURB o , DRIVEWAY ENTRANCE TYPE 3 SIDE SLOPE(TYP.) TYPE 4* a aU (STEEP FILL SLOPES) SIDEWALK ❑ 41Z> BROOMED FINISH (TYP.) \ Z LL 3 ill"(IN) w 1� THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE °o a 1 - Z V w K ` / °'iZo s o 1 -0" SIDEWALK ( )R. I I i - 12 - PERIMETER w SLOPES MIN. (SEE CONTRACT} mismor tfl CEMENT CONCRETE CURB . ;Z 112"(IN)R(TYP.) 0 (CURB AND GUTTER SHOWN) Z 1E o o= Doi O Tr. CURB NOT INCLUDED IN BID ITEM- NOT INCLUDED IN BID ITEM ¢ Q LLQ,no SEE STANDARD PLAN F-10.12 SEE STANDARD PLAN F-10.12MATCH SIDEWALK WIDTH (SEE CONTRACT) (SEE CONTRACT) o r m ,v i ! 2AR6 MAX. 3f8"[IN} PREMOLDED Cr ❑ if2"[IN} R. (TYP.) (SEE CONTRACT] ` a w CICt • S JOINT FILLER J'� Z�wW Rik, .-0s.,• r �' . ' y •v DRIVEWAY 1!2"(IN) LIP BETWEEN ROADWAY 112" (IN) LIP BETWEEN ROADWAY ox=Z ,lY • q-M- F�,�/+`1 • Jay (SEE NOTE 7J �r} `� GUTTER AND CURB (OR SEE 1/2" (IN) R. (TYP.) - `� GUTTER AND CURB (OR SEE =F�oo 2a:a 3/8"(IN) PREMOLDED r r'' .� CONTRACT) CONTRACT) w N' w- JOINT FILLER f.� • ..•''r > Mg SIDEWALK ADJACENT TO WALL DETAIL B7 ='. : elm_L,�;:�:�' 1- / � ADJACENT TO CURB SIDEWALK J 1 zaago BRIDGE OR PEDESTRIAN , DRIVEWAY Z o o RAILING DRIVEWAY- (SEE NOTE 7) )DRIVEWAY CO ar<oHZO 318" (IN) EXPANSION JOINT(TYP.) - __- RAMP DEPRESSED RAMP j' DEPRESSE❑ED QBARRIER -5EE SIDEWALK IN SIDEWALK ONLY [SEE NOTE 3y CONTRACT PLANS _ �� (SEE NOTE 3) ��� (SEE CONTRACT} 6 _ SECTION [ E } ~_s ' r 03 Q COO o °Z °Z oa_ :::�7HH! LEVEL 112" �` �. E3fPANSION JOINT IN BOTH `' 7 w wJ3 112"(IN) R.(TYP.) 112 IN R. CURB AND SIDEWALK R *� at +' L UrCURB NOT INCLUDED IN BID ITEM "{ ) �S Q ' Wti'Elt 4v t{',IS ` ,./ 00 FLUSH I SEE STANDARD PLAN F-10.12 f Y 77fr ' ` coo2.D%MAX.- V V:- 4. x: F Z U 1 4 �a�o srq�'� ►., - ;r ID 1"(IN)R. 101111111111E ISOMETRIC VIEW "CEMENT CONCRETE DRIVEWAY " _ o o m a VERTICAL WALL- 3/8"(IN) PREMOLDED ' • 'd ��, ENTRANCE TYPE 3"PAY LIMIT "CEMENT CONCRETE DRIVEWAY -0 w a�o SEE DETAIL JOINT FILLER(TYP.) JOINT AND FINISH ,p DETAIL ��, 'P$CI STR��� ���'' DRIVEWAY r - 1W..digilliplle ENTRANCE TYPE 4" PAY LIMIT �',; -•, ��� Gf TES q \' �_ ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL 8`f/4NAf. % '10 (SEE NOTE 7} ��IO �� CL. 4000 CONCRETE i1' OWNER APPROVAL EXTEND SIDEWALK TRANSVERSE - DRIVEWAY IV.,EdPER STANDARD SPEC.8.06.3 �.. (SEE NOTE •1lcr,Scott 3'-0"MIN. JOINTS TO INCLUDE RAISED EDGE Barry,20 7) � � FOR SIDE TREATMENT SIDEWALK BUFFER STRIP f__ �� May h 2014 3:41 PM Iv- -- �% Jul 18 2D1fi 7 lJ7 AM INITIAL: SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACTS fig- z 118"TO 1/4" CEMENT CONCRETE SECTIONS CEMENT CONCRETE cL, 40C4 CONCRETE �- PAGE #: DRIVEWAY ENTRANCE 1 2 0%MAX1[1 I}}R. CURB NOT INCLUDED IN BID ITEM SIDEWALK PER STANDARD SPEC. 8-06-3 TYPES 1, 2, 3, 4 ' i _ SEE STANDARD PLAN F-1Q.12 P - . Aivt.v " • Q ar��, . ° e r, •' STANDARD PLAN F-30.10-03 STANDARD PLAN F-8D.'I0-D4C3 'vet''fir ° �;Plp P ° 'a ,Q�O p 8 SHEET 1 OF 1 SHEET Sir „.,s„ SHEET 2 OF 2 SHEETS FINISHED GRADE 1"(IN)BELOW TOP OF CONCRETE n APPROVED FOR PUBLICATION Snknlidl,P u. APPROVED FOR PUBLICATION SURFACE FOR PLANTING -.FLUSH IF PAVED Jun31207d'•7,s? S y Car(xmnr'JcR' PAGE: PREMOLDED Jul 18 201h 12 22 PM JOINT FILLER �STATEDESIGNENGINER ISOMETRIC VIEW ISOMETRIC VIEW �' ,)uur. Allik TYPE 3- PAY LIMITS TYPE 4 - PAY LIMITS STATE DESIGN ENGINEER ADJACENT TO BUFFER STRIP 0 EXPANSION JOINT 0 CONTRACTION JOINT TI Washington State Department of Transportation Washington stale Department of Transportation 4 of 1 WINDOW FLASHING INSTALLATION DOOR SCHEDULE NOTE: VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR FLOOR PLAN NOTES DESIGNED BY • # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION J. STERLING - STEP # 1 D01 1 1 5080 60" 96" EXT. HINGED-COMMERCIAL DOOR 2 NOTE: CONSTRUCTION AND APPLIANCES SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN N Structural Callouts -Copyright ConstructionCalc,Inc(CC]) D02 1 1 3080 36" 96" EXT. HINGED-DOOR E03 TO COMPLY WITH ENERGY CREDITS TAKEN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: . HeadersD03 1 1 3080 36" 96" HINGED-DOOR P01 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, Default f} 2 L. 0 PA Per Architect D04 _ 1 1 3080 36" 96" EXT. HINGED-1505 FRENCH ENERGY CREDIT 1 a REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE N • Default header material is Doug Fir No. or better Structural Item:This item and related connectors shall be per architect:designer_ DOS 1 1 8080 96" 96" GARAGE EFFICIENT BUILDING ENVELOPE BUILDING WIRING AND SHALL BE EQUIPPED WITHABATTERYBACKUP. SMOKE DETECTOR K. ROEDER Z' . SA SW Simpson Wood Shear Wall-tipper Level AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. co 2x headers must be in tall orientation with flat 2x nailed at bottom in "L"configuration D06 1 1 9080 108" 96" GARAGE -WINDOWS: U=0.28 15 [food Shear Wall:Lse lL'W1&. Width 18".Height,see below-. DO7 1 11 9080 108" 96" GARAGE °' • Height:Top plate of wall below to top plate of upper wall.Okay to order WSW long and cut to - - FLOOR: = R-38 INSULATION u_ Default Trimmer. use 1. 2x stud or Simpson LUC hanger- each end. height asneeessat . D08 1 1 3080 36" 96" HINGED-DOOR P01 2 SHELF AND HANGING ROD. co [L S[Y sits on WSW-DISK fat directly on top plate of wall below.Affected floor joists may hang on D09 _ 1 1 3080 36" 96" POCKET-DOOR P01 - SLAB ON GRADE - R-10 ENTIRE SLAB 1/4" = 1' U.N.O. ' Default King Stud, opening 6-feet wide and less use 1. full height stud each end (plate to plated - WSW D10 _ 1 1 3080 36" 96" _ HINGED-DOOR P01 Alignment If using trimmer,nail 2x trimmer to WSW for header support-Trimmer creases edge of D 11 1 1 2880 32" 96" HINGED-DOOR P01 • Default King Stud, opening wider than 6-feet. use 2. full height studs each end (plate to plate. - rough opening-14av use HLCin lieu oftrimmer,in this caseWSW creates edgeofroughopening- D12 1 1 3080 36" 96" D123O80 BUILT IN SHELVES. DATE co I ENERGY CREDIT 2a W -,, Remanderofcyallsectionmavbefillednwithstandad&among. D13 1 1 3080 36" 96" HINGED-DOOR P01 H Trimmer,each end King Stud, each Poston['SA'toalignwihout de(exteror}taceofstuds.Furr-out asnecessantoflushupwih AIR LEAKAGE CONTROL& EFFICIENT VENTILATIONz D14 1 1 3080 36" 96" HINGED-DOOR P01 1-5-21 • remainder of wall. E Calltxut Iin,use hilt 1 win. use hilt 2 min. use blasTk use default end ( blank use D15 1 1 3080 36" 96" HINGED DOOR P01 -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR a 7 TopCo¢¢ertion:ConnecttopofZVS[Vtodou6letopplatensth\k54['-IO[l'plateandangled above-) default above- SDS lags that come with the WSW- - WHOLE HOUSE FAN PER SECTION M1507.3 D16 1 0 3080 36" 96" EXT. HINGED-DOOR E03 4 CABINET-OWNER/CONTRACTORTOVERIFY. - Sheathing:Sheathe header,WSW.and walsimilar to2PW D17 1 I 3080 36" 96" EXT. HINGED-SLAB 02-02-2021 ' 20H 2x6- "L" config 4x6 - Bottom Connection:Connect to&B SW below with WSW-1ISKIdt. D18 1 0 3068 36" 80" HINGED-DOOR P01 8B SW Simpson Wood Shear Wall-LowerLevel D19 1 0 3068 36" 80" HINGED-DOOR P01 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 21H 2x10- "L" config 2-2x8 4x8 - Wood Shear Wall: WSW18 Width=18"-Height,see below D20 1 0 3068 36" 80" HINGED-DOOR P01 ENERGY CREDIT 3a 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" . _ Height: Foundation to middle wall top plate Okayto order WSW long and cut to height as D21 1 0 3068 36" 80" HINGED-DOOR P01 HIGH EFFICIENCY HVAC EQUIPMENT HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. 02-21-2021 - 22H Use 6x10 or 4x10 with HUC or HUCQ to 78P necessary.Note WSW sits directly on foundation wall and floor to frame around WSW. D22 1 1 3080 36" 96" HINGED-DOOR P01 - GAS FIRED, PROPANE, OR OIL FIRED BOILER Alignment:Ifusing trimmer:nail 2x trimmer to WSW for header support.Irimmer creates edge of D23 1 0 3068 36" 80" HINGED-DOOR P01 WITH MINIMUM AFUE OR 94%. 6 TEMPERED GLASS - rough opening.May use HLC in lieu of in this ease Ws[[creates edge of rough opening. D24 1 0 3068 36" 80" HINGED-DOOR P01 � .� �'011/1P 23H 6x8 2 p g p g Remainder of wall section maybe filled in with standard ftammg. STEP A- 7 f �y D25 1 1 30102 36" 122" HINGED-GLASS SLAB P 24H 6x10 4x122 Pitin to alith outide(xtr)face of studs-Furr-ut as necessary to flush up wth• INSTALL TYVEK APRON BELOW remanerowaD26 1 0 3068 36° So" HINGED DOOR P01 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE 25H 17x118 LVL- Use as Continuous rim overthse openings- TopConnection:ConnecttopofWSWtodoubletpplatewithWSW-TOW plate,and SDSD27 1 0 3068 36" 80" HINGED DOORP01 INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 4. ir .. WINDOW SILL _ angled lags that come withthe[[SW. D28 1 0 3068 36" 80" HINGED-DOOR P01 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, C:71) - Beams - Also use WSW-TOW plate on outside. D29 1 0 5068 60° 80" DOUBLE HINGED-DOOR P01 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE C Ikusisthe]ocve WSW n atvo-story.stacked on.The top of hs[L'S[L'isconnectedto the STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN STEP B - Default sawn material is Dou Fir No 2 or better- bottom¢f the WSW above ccithWSW-MSKkit EARTHQUAKE.MIN.EFFICIENCY OF 91% 6 X - Sheathing.Sheathe header,WSW,and wall similar to 2P[U- WINDOW SCHEDULE INSTALL VYCOR ACROSS WINDOW SILL .Default glulam, LVL, PSL materials - see Standard Structural Specs herein- Default LSL is 1.5E, 2,300 psi, min Fb. - Bottom Connection: NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. 0.) g P p Wet-Set:Anchor bolts:use all-thread:7 8"diameter,extended to footing bottom rebar and use EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL W01 1 1 2060 24" 72" PIC W - double nut and 3"x.25"washer on embedded end.Suggest using Strong Wall Anchor 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, " Default wall connection: 3" bearing in pocket or on plate with min.. 2 studs below- W02 1 1 2060 24" 72" PIC template.WSW. BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF STEP C - II RD Ro¢fDiaphragm WO3 1 1 2060 24" 72" PIC FURNACE. lti . Default end post connection: LCE.ACE. EPCZ- ECCO. or similar- shearcapariR:GoodforFh=23op�-sc ne_Ih-322pF-w a Maxaspect ratio o=31 W04 _ 1 1 3016 36" 18" PIC INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS Framing:Trusses or rafters-2xat24-OC,max. Wo5 1 1 3016 36" 18" PIC PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF Default corner post connection with mitered beams over: LCE4 LCE4Z. or RTC44- - FramingConnection at Support: WO6 1 1 3016 36" 18" PIC CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL - Where connected to shear wall:connect per shear wall callout-top of cs'all. WO7 1 1 2616 30" 18" PIC 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF Default mid-post connection: LPCZ. PCZ. CCQ. or similar- - Where trusses or rafters connect to beam.useH2.5,orA3.4cnth sae,s.orsirnitar.typ. W08 1 1 2616 30" 18" PIC THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 1:3 , _ At ledger connect per ledger callout W09 1 I 2616 30" 18" PIC EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF Default beam to beam connection: Hanger: HU HUC, HUCQ or similar- Bear on top.2. HGA10. - Sheathing:716"min-_OSB or CDX plywood_ - SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. - Sheathing Layout Case 1 per fBC 2306 2(1) W10 1 1 10080 120" 96" YES 4 PANEL PATIO DOOR Connector if'blank Nailing:Lse Sd at 6"edges:12"field. W11 _ 1 1 2666 30" 78" PIC MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE STEP # 2 aunat Mitt Alt 1 win.. use Alt min.,use !Cotes Blockng: otrequ edexceptatsupportsandatconnectionstoshea cvas6elocv. W12 1 1 4646 54" 54" PIC z use f1ault: above) Diaphragm W13 1 1 5046 60" 54" PIC PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 12 F➢ FloorC.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w - sheathing:With joists at 24"or 19.2''OC.use min..24 orater_APA Sturd-I-Floor:either 3 4" W14 1 1 4646 54" 54" PIC e • OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, S species group 1,or 7'S"species group 4-Maybe OSB or plywood-Good for 130 psf TT_d L'360 W15 1 1 4666 54" 78" PIC 1AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK Z Use min.. 5.5x16-5. 24F-V8 glulam- Min- backspan = 11`. This beam is the header for windows below it. If this deli 0 N ' ■ `� W16 1 1 5066 60" 78" PIC PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE 1 I1f11 Fllrit{i1M - Sheathing: joists at 16"OC:use min.:16 oc rated: APA Sturd-I-Floor:min.:19,32"thick 30B beam acts as wall top plate, connect studs and mullions to this beam with A3s and screws, typ- If beam bears e W17 1 1 4666 54" 78" PIC CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX • f^ May be OSB or plywood.Goad for 245 psf II..a L'360 deft. on Wall t0 late, connect With SDS 1/4 x 6 12" max U through t0 late into bottom of beam_ W18 1 1 4666 54" 78" PIC CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAYBE USED IN CONNECTION WITH z= P P P P P Sheathing Layout:Case 1 per IBC 2306.2 1(1) DOMESTIC DRYER EXHAUST. v - Orient sheets continuous over two or more spans.with the long dimension across supports. W 19 1 1 3966 45" 78" P I C Nailing:Glue.and connect with 8d ring shank nails or a9 screws,at fi"edges,12'field- W20 1 1 3966 45" 78" P I C .'' 31 B 5.5x15 glulam Block¢g:notrequ required except at supports beams}and connections to Shea walls below W21 1• 1 6080 72" 96" YES PATIO DOOR WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH ,- a 15 DX Deck%-Brace W22 1 1 3016 36" 18" AWN11 CoCrill) 32B 5.5x9glUlam or larger per Arch General:To be used with conaetepavason deck.Purpose istotansmt deck lateral loads to ASACLOCKTIMERWITHAZONERATINGOF1.5ORLESS. W23 1 1 3016 36" 18" FIX AWN ui f I • 7 p house S°that posts suppo ng deck may 6e assumed pin-pin connee was for tat�a anal- s. W24 1 1 3016 36" 18" AWN J 35B 5.5x15 gllllam 6-7x13-5 glulam - �laxhnum dimensions for one k-Brace=l4'x14'._l[ax lateral load per X-Brace=115016 W25 1 1 3016 36" 18" AWN 22"X30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. _ • horizontal FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. • 36B 1_+7 5x1 1.8 LVL Straps:Use CMSTC16 w^'gab-TECO nails in all holes over wand- W26 1 1 3016 36" 18" AWN I 12 L ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR HorizontaI Tension Tie:At house ends of Straps:connect deck joist to Bear joist with DTI2Z and W27 _ 1 1 5016 60" 18" PIC SEALED TIGHT. 37B 5.5x12 glulam Fv1BHU to conc 1!2'all-thread rod,horizontal. W28 1 1 2646 30" 54" CASE Ov - • ,,.- - Floa•'outs pralleltodeckjoists:Floor joists must be 2x,LVL:LSL:or I-Joist with web W29 1 1 3016 36" 18" PIC GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. ffene OSB bah sides min..24"long. - 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS O 38B 1-75x11-8 LVL 4x8W30 1 1 3016 36" 18" PIC - Floor"oisfi e� er7dMrlm to deck"outs-Connect STT2Z.to 2x-LSL-or LVL block-Use block at f THROUGH PER I.R.C.SECTION 312.2. P P W31 1 1 3016 36" 18" PIC +� . • , 40B 5-5x12 PT glulam 5-5x10-5 PT glulam or largerper Arch m:two joist bays at each tension tie - �'� Blockng:Athouse,usemn-, xPTcon'tbloddngbehveenjoists - W32 1 1 3016 36" 18" PIC PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR CN n ' 45B 6x12 3.5x9 glulam 5-5x 7-5 glulam W33 1 1 3016 36" 18" PIC 14 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N L ? M Mullion +� • i.....,.......""° General:These are specified inaptly to reist out-of--plane wind loads but may also be used.to resin ill- plane W34 _ 1 1 3016 36" 18" PIC MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE f/) r lataalloads$soindicatedurcalculations. W35 1 1 3016 36" 18" PIC SURROUND&HEARTH MATERIAL. C fr., 46B 3.5x9 glulam 5.5x 7-5 glulam 2. 1.7x11.8 LVLQ o • Mullion:Lse ssxss glulam rnhaan continuous bottom plate to top plate W36 1 1 3016 36" 18" PIC • U 47B 5.5x9 glulam 3.5x10.5 glulam 2, 1.7x11.8 LVL x Top and Bottom Connection:Connect at top plate and bottom plate with 2.A35 and screws- W37 1 1 3016 36" 18" PIC GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR 012) _f, j J Header Connection:Header(=_)may be supported with 2x trrmmer or hang on this mullion with• ., W38 1 1 2060 24" 72" PIC 15 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LL (0 a) , 48B 1.75x11.8 LVL 7 8 P PosL C:HtiC:HCCQ or similar. W39 _ 1 1 2060 24" 72" PIC Z W LLI co _o pp General:These are specified to support an awning and to resist wind loads. W40 1 1 2060 24" 72" PIC I- ti C 1,......:,.........„.....---"--..--------- 49B 6x10 4x12 1.7x11-U LVL • Post:Lse6x8 ors.2x6,continuous bottom plate to top plate. W41 1 0 2020 24" 24" YES CASE 6 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q Et • Top and Bottom Connection-Connect at top and bottom with 2.A35 and screws W42 1 0 4016 48" 18" AWN OBSC? Ct w Et 0 1 cy, co /� Posts - Header Connection:He ader(s)may be supported with 2x trimmer or hang on this with HUC. W43 1 0 3016 36" 18" AWN 0 0 N Default material is Doug Fir No 2 or better. ?s P PnsCQ orsnva. W44 _ 1 0 3016 36" 18" FIX AWN- J Q Opoi tW45 1 0 3016 36" 18" AWN GENERAL NOTES 0 O Z CO • General:Sim to 78P except bears on 22H. W46 1 0 4060 48" 72" PIC CO N Q c0 -41 STEP A- INSTALL WINDOW & 4" VYCOR TAPE Default bottom connection on plate:2. FC or 2.A34 with screws. or 4, 16d face nails. sa L Ledger-Roof Diaphragm W47 1 0 6080 72" 96" YES PATIO DOOR Ledger Connection:Where a ledger is called for below,if connecting to rim or header,use SDS- W48 1 0 2660 3O" 72" PIC Default bottom connection on beam: 2 FC or 2. A34 with screws. or PCZ- - orLedgerLOKat max 12"OC,staggered If connecting to studs,use 2.SDS orLedgerLOKpe ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. \\\ stud. W49 1 0 4060 48" 72" PIC - Default bottom connection on Concrete: PB- or AB. or ABU.. or AB . or GBSQ Length of SDS orLedgerLOK=fuII depth penetration into MI,or 2.5"min embedment into solid W50 1 0 6080 72" 96" YES PATIO DOOR ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. frig. W51 1 0 4060 48" 72" PIC Alternate bottom connection on concrete:#5 rebar or 5/8" all-thread, epoxy 6" min. into post butt. and 6" min.. embed in Min distance of connector to end of ledger or splice=2".Min edge distance to top or bottom of W52 1 0 4660 54" 72" PIC Z STEP # 3 conc. Conc embed may be set or epoxy. edge =2" W53 1 0 3060 36" 72" CASE VERIFY HEADER HEIGHTS WITH SUPER. 41,FlielFAIP Connector • Framing Connection to Wall,General:L;se any of the following,whichever is applicable W54 1 0 3060 36" 72" CASE LJJ i o nu a cto r ¢blank _._i_ Rafters Pe endic"lar:tine 2x or LVL ledger.min height to match rafters Apply ledges over wall t�lilIlli sheathing.L"rspe hangers to hang rafters on ledger. pp g W55 1 0 3016 36" 18" PIC ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED I- I: La., use hilt 1 win., use Alt min.,use y Notes Toptop W56 1 0 3016 36" 18" PIC OTHERWISE. C A' use default: above) Parallel Rafter or Truss Chord:Ledger may be chord of truss or last rafter or sinula. C ' Ledger to 6e places over wall sheathing. W57 _ 1 0 3016 36" 18" PIC O LOL TOP 2-2x4 4x4 Sinnn Truss Top Chord Perpendicular:Lse continuous 2xb10 blockingtrusses aavea W58 1 0 3016 36" 18" PIC ALL INTERIOR WALLS ARE 2x4 16"O.C. STUDS, UNLESS NOTED - through wall sheathing with 16d 2 6"OC to solid wood backvrg(continuous rim,plate,ledger,or W59 1 0 3050 36" 60" CASE Li_ Q w r , blocking OTHERWISE. z Q 71 P 3-2x4 2-2x6 4x6 W60 1 0 3050 36" 60" FIX CASE Mono Truss Bottom Chord Perpendicular: W61 1 0 3050 36" 60" YES YES CASE 72P 3 2x6 6x6 4 2x4 Alternate l:Hang bottom chord w hhangamountedovercvallsheahngtosoGdcvoadbackng W62 1 2 4016 48" 18" PIC PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER z (rim,plate,ledge.or blocking.} W63 1 2 4016 48" 18" P I C 73P 6x6 PT - Alternate2 Lsemu..2x4 ledger let into truss bottom chord.Ledger tobe placed over wall W64 1 2 4016 48" 18" PIC DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z Z Q it ft sheathing and connected with min-_3-l fid[2 24"max spacing- LOCATIONS. 77M 79P (see main Callout"a� " Roof➢iaphragm-Connect root diaphragm to ledger with 8d ring shank or screws at 3''OC W65 - 1 2 4016 48" 18" PIC LU I Ct 1 1 1 , N- 1 1 IYY�f f J 51 L Ledger g Deck emin.:tx:Rim. Tl g 1 . W67 1 2 4016 48" 18" PIC FRAMING NOTES J W Wz M e Ledger:tise min.:2x:PT ledger at least as tall as joists. W67 1 2 4016 48" 18" P I C a Ledger Conner ion:Connect to run with 2.SDS or Le erLOK at max..16"CC and within3"of W68 1 2 4016 48" 18" PIC U ' W STEP A- ends and splices. W69 1 1 3610 42" 12" SCREENED OPENING ........ T - SDS or LedgerLOK to be of length necessary for full penetration in rim- - N V J =� - INSTALL TYVEK HOUSE WRAP a Joist Connection:Connect joist to ledger with L7orLI=hanger(not LLs),all holes filedwith gah W70 1 1 3610 42" 12" SCREENED OPENING REFER TO SHEETA4 FOR FOUNDATION NOTES AND DETAILS. 1' ■i (n y. J scews:SmpsonSD9orsmda. W71 1 1 3610 42" 12" SCREENED OPENING �+♦ Q W72 - 1 1 3610 42" 12" SCREENED OPENING COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF �.J FOUNDATION/SLAB/JOISTS BLOCKOUTS. W Ct STEPB - Z Et QQ �}- �`�� - INSTALL TYVEK TAPE FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR O rn _ { SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT �+ / "�- ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL L� -� PRIOR TO THE FABRICATION AND INSTALLATION. O LLI 2 ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED 00 BY MANUFACTURER 0 • ti FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE Illit 01111 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 U OH PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. J U rn U o H84,,,,,zLL PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING -rz2,1 LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. L L`w o Hal OQ�f] ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ,ph ox=Za Zm VOA I- �m UUN O=}WZ =FrLOU INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE "'~Z w i U Vo�i, CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM w� w g CONNECTIONS. I- W�aZZ w aczio I- O mzz°o a eoHz �OZUp a��m'a z aOz Oii = Fx.1mrt 0 0 z3Szz vi oa_ O Z°w0aa C7UZ�7 N aa PLAN AREAS _,i1 Rzz FUU a ZwU00 Q,yRUU ammNo ZFZa Ooox FZUH MAIN FLOOR 1 ,897 SQ.FT. a oa} Z � mo � Q 0 w-aao BASEMENT 1 ,624 SQ.FT. z 1_ -a A � i TOTAL LIVING AREA: 3,521 SQ.FT. OWNER APPROVAL ‘ . re arcy .`' STORAGE / UTILITY 71 SQ.FT. INITIAL: 1 PAGE #: �' GARAGE 739 SQ.FT. ‘,44,7310ENTRY PORCH 126 SQ.FT. I. AO i„ , or* 2.. I COVERED DECKS 180 SQ.FT. PAGE: Em4asli % �n4r p rc OPEN DECK 506 SQ.FT. IrEfAl D4;'1 GARAGE PORCH 54 SQ.FT. 5 of GENERAL NOTES DESIGNED BY: 4 © J. STERLING A9 A9 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. e` DRAFTED BY: N ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. K. ROEDER VERIFY HEADER HEIGHTS WITH SUPER. u_ `}\ 6'-0" \ 16'-7" \ 13'-11" \ 4-5" \ -11'-5" \ 10.-10" \ T-0" \ 6'-10" \ 12'-0" ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 1/4" = 1' U.N.O. r 2'-4" `}, 4'7" \ a CO • I'U V V LU a •♦ ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED DATE o 1- w r iii ® o — — — — ~n OTHERWISE. z N I I l� 8 - "� _ _ — _ ° I Lr -�_ �_ PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER a A2 �� — /- I - � ct F / / DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 02-02-2021 5 \ / 5 / 5 0 LOCATIONS. 2$"x2$"x8" ► I A2 A2 1 1 A2 I � w 7 (3)#4 E.W. fy o- 1 L� - - w 2 FOUNDATION NOTES 02-21-2021 / -- 1 / 5 �5� °e A2 °' I— — 4 — I m A2 A2 ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH. N 10'7 1/2" \-2'-4"- -10'-11" \ 5-0" \ -6'-0 1/2" \ 11'-5 \ JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. -- — 8"X 28"X 8" ° (3)#4 E.W. - 5 FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. 011) : N ,�oQ - — — A2 z N ° o a a FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. Z X 2 0 / I I I o 2 A8 I -I- — 1 I ° a A$ FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. (1) w — — ° THIS WALL RETAINING DEPENDING 0 Jr r 5 I I I I ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. ec '-2 1/2„ 10 $ co' I , a ON FINAL GRADE o o, .., \-2'-0" 2'-4" \ \ 2'-4" 5'-0 1/2" `� iv I A2 A2 1 1I I I 1 28"X28"X8" MAIN LEVEL GARAGE SLAB N = _ (3)#4 W. / L— —-28"X 28"X 8" as — — J - — — — — J PER STRUCTURAL SLOPE N 0 '( r r �r a (3)#4 E.W. / I �! 1 G N 1 L_ I I m. ;(( C�� a L.to - — 4 — — -I ' 1 J / A2� N t-8-- 6'-0" \, I I I io Z 28"X 28"X 8" IXai ET3 U r A2�(3) 4 E.W. m OAQ' 0 N (�� I - a L_ N 1 I 1 :I ►E.� ►� � a s a / / 7 5 li 1- / — 8BSW � — — — — — — y 0'_10' — — A2 A2 14'-0 1/2" 3'-10 1/2" 6'-8 1/2" , `� 2'-2" `I\ 2'-3" `t 6'-1 1/2" a\ 7 7 � °$ 5 I I A2 A2 5 A2 A2 �A22� ai 4 "' ► 1 A2 r '. w 28"X 28"X 8" _ BUCKOUT FOR _ ,f __J 3 #4 E.W. q A1� I , 1 I L_ ( ) r 1 "' L GARAGE DOOR _1 i / o A o 4 N A1� / L,' aaL L ,J y y ° I N-1'-0" \2'-1 1/2"`J 9'_3" • \ 1'-9" `r- 9'-3" r `2'-1 1/2"\ 10 1/2" 8'-3" \1'-10 1/2" O 12'-9" `l, 2'-4" `l, 9'-1" 2'_4" 9'-6" \ 16'-6" N. 24'-6" \ 12'-0" \ U _�� / I— ; I a ° / / CRAWLSPACE VENTILATION 7 / — I A82 N I �� I 8 I I a ; `� CRAWLSPACE AREA: 1,735 SQ.FT. o / L — A2 I ® W 1,735/150=11.56 SQ.FT.OF VENT IS REQUIRED. 28"X28"X8" 28"X28"X8" L --1 USING 6 X 16 FOUNDATION VENTS(.67 SF), Z W W (3)#4 E.W. (3)#4 E.W. I a 18 VENTS ARE REQUIRED. ONE SUCH - > ti -0 v VENTILATING OPENING SHALL BE WITHIN 3 FEET Q M OF EACH CORNER OF THE BUILDING. W 0 1 cm \ 3'-0" \ 4'-3" � 2015 IRC R408.1 J J CO Q CV r... rc, FINAL LOCATIONS OF FOUNDATION VENTS TO - Q S z co 1 1 N § -' BE DETERMINED ON SITE. 1 m CV Q co 5 A8 ► LA2 A8 Q / r - - -1 _ _ _ _ _ n _ _ _ -- -� _ `y' F ( I (86sw I A - 4 inIimii _ it ame .�mrrA @meg°u ►_ u U N A2 (Z 1 N Z 1 'J I L — J A 6"X 16"CONCRETE FOOTING � J (3)#4 E.W. E 1 `� 1 / L — � / Q W 10'-0 1/2" \ 4'-7 1/2" 6'-9 1/2" 2'-10 1/2" \ \ . 8 4'-0" N 4 N O 5 0 A2; 7 Al 3/4" OSB T, Z G 36"X 36"X 10" I \ 4'-7 1/2" 2'-4" \ 11 7/8" BC! JOISTS z U (4)#4 E.W. 13'-5 1/2" `} 2'-4" `} T-3" `} 2'-4" `} 8'-7 1/2" ° \ — I ' I U z. r /oQ I Ir _ �I 1 CRAWLSPACE WALLS" FOUNDATION"AND RETAINING WALLS R-38 INSULATION z 1..1E ..1 z < g� -ALL EXT. CRAWLSPACE FRAMED WALLS ARE 2PW, TYP. N I 8 ~I Al - CONTINUOUS BLOCKING W w w N A2 N -ALL SLABS ARE 95S ---I o / L— -- A2 m — 2 X 4 STUDS 24" O.C. WITH / f , 121 z 28"X 28"X 8" 28"X 28" 8' ° ` U CO DOUBLE TOP PLATE. J 0) (3)#4 E.W. 3 (3)#4 E.W. 1 ° \ v/ © N © — —A1 — — — — Al I A42 1/4" X 3 1/2" DRIVE BAWL 48" U 0 A2 A2 J a SIM O.C. W • _ — _I - TREATED SOLE PLATE O Z Q N L— — 42 — — ° — — — I ° a II I 6" X 16" CONC. FOOTING (PER PLAN) a , a W `- I — — — — —t y / J INW/ (2) GRADE 40 #4 HORZ. REBAR a W O W $ w a a A9 6 MILL VAPOR BARK IOR 7 '/ % %%i 2 _1 A2 28'x 28'x s" `n 1- A UNDISTURBED SOIL �ii��i���i���i co / O (3)#4 E.W. A i,yi,,yi,,yi,,yi,,yi,,yi,,yi,,yi,,yi,,yi,,y/V/V/V/V/. \ 2'-4" 4'-7" 4'-0" `I• 12'-6" `\ 7'-3" `I\ 9'-0" \ 5-3" \ 14'-6" \ co I34'-0" I \ g zz , A� STRIP FOOTING & PONY WALL 4 Ng ��}F NO SCALE Z A9 Q wi)z° Hawoa a "j Ogg' a�zzH- ��amo ��U�m Q � Zawwa Z Ox=za w Vn-U' o >wZ BRACED RETAINING WALL WITH MID LEDGER 0 =H po CLIENTS OPTION T O UJ F a W F EXTEND FURRED WALL • '-SIDING MATERIAL N p Z=a TOCEIUNOORCAPAT4. 7/19OSB F-0�H� w� u� 6"PAIN_ Ihd A B C D E F G V W X Y Z QH.aELL �-._III-III-III- K d a U R-21INSULATI�N ::,,:r.,.,.",) '� � iii- �'iI=III=III=1! rc?<F- LENGTH ,. .:; -III- a rt o H z RETAINED WALL FOOTING FOOTING WALL ANCHOR HDLT BLOCK OF VEST MEP TCAL NORIZ. FOOTING FOOTING 1/2"SH EETRDCI< * I:-III--Ii -I =III-III-1 ZOZ W O HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING NESARI2 REBAR REBAR TRAM CT _�� '''111=11�1I=111E11I=111= < a L OU'm FL DOT LBENC ) ` :-III 11�111 111 111E 11 111=1I EI I=I I I=111=1I1= 0 '6 (0 2. Fx�mrt 0'-4' ENTERED 18" 6" 6" 72" @ [2]#4 1.11-11 111EI I IIII-11 0 a p o REGATED 6" #4 @ 24„ #4 24" N/A a' .--1_ TI f1-T T=IT1= Z Z Z Z t/ippa = 1-111-11- Z BOO V U 4'1"-6' 6" "� . �. ;Erna,II II I I " =1 I I-III-1 I - 24" $„ 6„ 56" 48„ 6„ @ 24„ @ 24" @ 24" (z) #4 ' I-I I�I I-III=III=III= ui a�z z _ _ -__-_-__ PLAN AREAS rogn NOT m SCALE :; `. III- III III-= a rc�o 0 R-2t INSULATION SIDING MATERIAL ALTERNATE FRAMING CONDITION-VERIFY ONSITE R-21 INSULATION SIDING MATERIAL 6'1"-8' 6" 32" 10" 8" 28" 28" 8" #4 @ 16" #4 @ 24" #4 @ 16" (3) #4 5 I. ' :III-11 11 III=III=III= a w N OVER 7'16 D^B 172'SHEETROCK - 1 OVER 7f1805B ' , ' ' -111-11 111E111111-11 mrnFO 1I2.91EETRDCK ' ❑ ° . - E= o 0 0$ 0 BRACED RETAINING WALL-TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM, BpT.PLATE NA9 NGPER _ BRACED RETAINING WALL-TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM 60.P ATENAILIHGP9i O Z U� LEDGER CRAWLSPACE s�ARWALLscHDL LEDGER CRAWLSPACE aNSUBFLDDR, @ O - III-II IIH11=11�11 a SHEARWALLSCHDL 8' ,' _,Q' s" 42' 10' s" 1s' 18" a' #5@,4' #4@24" #5@14" (4) #4 _ r MAIN FLOOR 1 897 SQ.FT. "'Z 3I4'SUEFLODR, �i I I- III-I 11-1 I I- ��W O NAILS DR SCREWS FLOOR MAF•M NAILS - F FLOOR DLAP,A NAILS Hoc.srccn DR SCREWS PER IxFB �j NAILS L"Klee 3i4"SUBFLOOR a n ' r opoa DR SCREWS PER 77FD '�� 8'1"-10' $" 42" 10" 8" 18" REq°IRED $" #5 @ 14" #5 @ 18" #5 14" 4 #4 - I I1=11 H LEDGER]— z Q A BCD E F G V W X Y Z OPTIONAL4•SLAB - A BCDE F G V W X Y Z LAN, y .r.�;- =11—' ISM p ..x11 w o )GARAGE.PATIO) Effammw nl�rm�ml-. ' ) I f`' p • , 1 111 'I I I 1 111 F .Z GENERAL NOTES: NOTE#1 FLOOR JOISTS : E111-11 11-1�1=111=11 BASEMENT 1 ,624 SQ.FT. RETAINED LENGTH 4 1.11 `COLUMNS C,D,E,W,X,Y,.Z,ARE MINIMUMS. MAY USE GREATER G • - I=III= LENGTH - HEIGHT ABOVE WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK °EVERT VERTICAL MOREL FOOTING FOOTING r ,,,,,j.ONLV FILL OVER FOOTING IN CRAWLSPACE PACE F - A' =III=11 1=111E111=11 �{ as RETAINED .,,,ALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK °EVERT VERTICAL RER12. FOOTING FOOTING F CENTER OF POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR. RERAN REBAR TRANSV CONT. � REO,F AC E' WHEN ND SLOB SNEEDED. V - - 111EIII-III-III= (2JAf HEIGHT ABOVE POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING REHAR2 REBAR REBAR TRANSV. CONT. - --'- LOWER "COLUMNS F G,ARE MAXIMIUMS- MAY USE LESS- _' - = = TIT = VCENTER OF BOT.LBENO SOT.L BENDOPTIONAL 4'SLA6 _ -III -III-III-II 3 521 SQ.FT. OWNER APPROVAL 6"MEN. - FLOOR w1t'ti GARAGE.PATIO) _ _TTi_ _ TOTAL LIVING AREA: LOWER FLOOR "p - �:� I "ASSUMED SOIL BEARING PRESSURE:USE 2,000 PSF •RET INED HT LA) FILL RE OMR ED SPOPSON RANGER �111 IIJ ' F I��� L >ll c c 1e slMPspNHAwGE Nor K4 Et 24'. NfA (2) #4 J0�^T'Pwx^LI�L `MAX LOAD-2 RESIDENTIAL STORES AND ROOF W125 PSF MAX SNOW o'-4- NONE € J. �. III— E'A III— � Q�� 0'-4' CENTERED 18" 6" 6" 72" REDDIRED 6" #d 24" ,' ., IB BAYS. III- = �� NDT _ CrQ'_4' CENTERED 18' 6" 6" 72 RENEE. 6 44 @ 24' INSTALL"G'BLOCKING �I, "' y'I°I4T5 PARAI Ft III II III 1 @ # @ NA (2) #4 E owe{s BAvs. c / E _ _ _ . . Nor �4 24, yasuBr3pOR, W µ 3"OC.THRIJsueFLOOR E , 6„MI�� ,� �REBARMINIMUMGRADE60. 7-e is I� w {�__„�,TwAii '11= =III= ' � .. {- _ INSEMT`G BLOCKING <7 4= cc ..tt�� n 1 FLDORnuP�nNAILB 4f�I A -s }� I• p CONCRETEMINIMUMfc2500psi _ _,IXT �111=11 • �- STORAGE / UTILITY 71 SQ.FT. INITIAL: 4 I 6 5 24 8 6 56 REDDIRED 6 4 24 d 24 #4 24 (/2) 4 4 ORSCREWSPER12FD .4'TIGHTLINE y I 6 5" 24' 8' 6 46" 6 i @ 24 4 24 H4�Q 24 (2) #4 y'4'S BFi°°R. N. -SCREWS ORNA0.S '� 1 , . EAT.WALLS DNCY FLOOR D/APM NAILS - s'-l a 24 f = - "ANCHOR BOLT SPACING-USE LESSER OF THIS S OR SHEAR WALL CALLOUT a^o.G THRU SUBELooR w 1-hi =1I I-11 11=111=111=11 + DR SCREWS PER 32FD 6' I"-8' 6" 32" 10' 6" 28" REQUIRED 8" 44 @ 16" #4 @ 18' 44 @ 16" (3) #4 =a 6'1•'-8' 6" 32" 10" 8" 28" 28" 8" #4 @ 16" #4 @ 18" #4 @ 16" (3) 4 • C7 =T? TAT=TT=TiI= ' ' i PAGE #: a n X alit-Mai GARAGE 739 SQ FT. o GHTIte, , = NOTE#2 Tif- - .. I ;(7=1T� 1TI= _ I 8'1"-10' 8" 42" 10" 8" 18" 18" 8" #5 @'14" #5 @ 18" M5 @ 14" (4) 4 4 ter LEDGER:USE MINIMUM 2 X PTLEDGERAT LEAST AS TALL AS JOISTS. CRAWLSPACE I�:I-III-I„ III III I �7� 8'1"-10' 8" 42" 10" 8" 18" REOURED 8" 45 @'14" 45 @ 18" 45 @ 14" (4) #4 Ec. No.- ni ' nNNva,ue =z4•I 1 I- z• ,� NOT MIN LAP ° CONNECTION:USE 518"DIAMETER X MIN 4"EMBEDMENT.TITER HD OR WET SET BOLT,@ 9"OC MAX STAGGERED,AND !=—III—I I—III—III- - — — — ENTRY PORCH 126 SQ.FT. A 1 Nor o F 1MTHIN 8"OF SPLICES AND ENDS,WITH 3"X.25"WASHER. MIN DISTANCE FROM CENTERLINE OF BOLT TOTOP OR BOTTOM Z Y -II III- -III- 8'1"-10' a" 42° 10° s" 1$" REauIRED a" #5 @ 14" #5 @ 18" #5 @ 14" (4) #4 Z Y "�" AH 8'1"-10' a" 42" 10" $ 1$" REouIRED s" #5 @ 14" #5 @ 18" #5 @ 14" (4) #4 saucE=za `a �y.-� spueE=sa Z Y - z- OF LEDGER .-A . $-_I 11=III=111=11 ' YAK CRAWLSPACE GENERAL NOTES. NOTE#1 o SLAB OR FILL-NEENOTEHI I - = GENERAL NOTES: NOTE#1 = B .j § B . \ - . .1I = I I I B MILLVB jI� "COLUMNS C,D,E,W,X,Y,Z,ARE MINIMUMS. MAY USE GREATER. LEDGER:USE MINIMUM 2X PT LEDGER _ ryry COVERED DECKS 180 SQ.FT. "COLUMNS C,D,E,W,X,Y,Z,ARE MINIMUMS. MAY USE GREATER. LEDGER:USE MINIMUM 2X PT LEDGER \� \� ti Ilirdrl, MI — " „�' 'L�' PAGE: R AT LEAST ASTALL E 518"JOISTS. ER X D - oRaiwRDCK- `COLUMNS F,G,ARE MAXIMUMS- MAY LESS- CONNECTION:USE 8"DIAMETER X D - DRAIN ROCK v -e-N71LLVB �IE PE 1=III- AST AS TALL AS JOISTS. �` COLUMN F SHOWS MAXIMUMS- MAY USE LESS- CONNECTION: MIN d EMBEDMENT,TITEN HD OR WET 1 MIN d'EMBEDMENT,TITEN HD OR WET 4 PELF. "ASSUMED SOIL BEARING PRESSURE:2,000 PSF �, F NO s AE_ V 4} `ASSUMED SOIL BEARING PRESSURE 2,000 PSF SET BOLT, 9"O C.MAX{16"D.C.MAX I P d l!- �I I-. 1=1 I1=1I—III— EAI 4a` P is SET BOLT,@ 9"O.C.MAX(15"O.C.MAX E,-" ,L"L, - .MAX LOAD-2 RESIDENTIAL STORIES AND ROOF W125 PSF MAX SNOW. WHEN JOISTS ARE P ARALLEL) v "MAX LOAD=2 RESIDENTIAL STORIES AND ROOF W125 PSF MAX SNOW. WHEN JOISTS ARE P ARALLEL) I1 I 11=III 1111J_11=1 I-C I I I—I I I- 1111111111 G PEN DECK 506 F STAGGERED,AND WITHIN 8"OF C STAGGERED,AND WITHIN 8"OF C 11 I I I-111=1IIT,,11 11 II1=III=1I1=11HE�i 1=1II1=1I1=111= , I JL�+ R10- REBAR MINIMUM GRADE 60. SPLICES AND ENDS,WITH 3"X.25" TOE HEEL 'REBAR MINIMUM GRADE 60. SPLICES AND ENDS,WITH 3"X 25" TOE HEEL I 111-111=111—III-1I 111-111—III-111=I =11.1 -111-11111 �-L��L, 6 of 19 "CONCRETE MINIMUM fc 2500 psi WASHER.MIN DISTANCE FROM ASSUMED SOIL BEARING PRESSURE:2,DOD PSF "CONCRETE MINIMUM fc 2500 psi CENTERLINE OF BOLT TO TOP OR 'ASSUMED SOIL BEARING PRESSURE:2,000 PSF No ToE=IIVASSUTv91ED1501IL BEARINGIPRE551�112 1-IIF ITT �-`'r~� ���� WASHER.MIN DISTANCE FROMGARAGE PORCH 54 SQ.FT. COTTOM OF E BOLT 2 7 ' OR "'ANCHOR BOLT SPACING-USE LESSER OF THIS OR SHEAR WALL CALLOUT. BOTTOM OF LEDGER=2.75" ° "'ANCHOR BOLT SPACING-USE LESSER OF THIS OR SHEAR WALL CALLOUT. BOTTOM OF LEDGER-2.75" NOT TO SCALE NOT TO SCALE DESIGNED BY J. STERLING N \ ° \ DRAFTED BY: o BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION °- SIDING MATERIAL ° SIDING MATERIAL 7/16 OSB BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION K. ROEDER T 7/16 OSB m 2 1/2" SHEETROCK 1/2" SHEETROCK NAILS OR SCREWS PER SHEARWALL A B C D E F G V W X Y Z 3/4" SUBFLOOR A B C D E F G V W X Y Z 3/4" SUBFLOOR 1/4" = 1' U.N.O. , TABLE . . . �,� NAILS •IN BLOCKING (GARAGE' PATIO DATE o LENGTH FLOOR JOISTS LENGTH / SIMPSON HANGER �� o -j-21 (JOISTS PARRALLEL ONLY) RETAINED WALL OF VERT. ° a \ a RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING / �j' FOOTING FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING / F • a HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING ** SPACING REBAR @ REBAR REBAR TRANSV. CONT. 1 'A35TYP.ONLY HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. FLOOR JOISTS, d BOT. LBEND REQIFA>4' / OPTIONAL 4"SLAB BOT. LBEND z I Cu- 7../ 02-02-2021 (GARAGE, PATIO) !— (.- .\ ` NOT SUB FLOOR TO MUD SILL TO / 00 0 - 4 CENTERED 1 8" 6" 6" 72" NOT REQUIIRED 6" #4 © 24" #4 © 24" N/A (2) # 4 IF JOISTS PARALLEL r a a4 a ° a a d a \ o 0' - 4' CENTERED 1 8" 6" 6" 72" NOT 6" #4 © 24" #4 © 24" N/A (2) # 4 O C STAGGERED.WITH 8D NAILS E / / 02-21-2021 INSTALL G'BLOCKING W Q, 1 H �� IN (2)BAYS. �I �I 1 "- �� 24" 8" NOT 6" 24" 24" © 24" (2) # 4 PLATE MATERIAL COVERING N-A PICTURE OR PRE O AILS ° a I I w 4' 1 "- 6' 5 24" 8" 6" 56" 48" 6" #4 © 24" #4 © 24" #4 © 24" (2) # 4 3CR C.THRU SUBFLOOR E •- • z_ = O 4' 6' 5 6" 56" REQUIRED #4 © #4 © #4 MAY BE MATREQERIAL DUE INO NAILSWLOOR • W CD - 6' 1 " - 8' 6" 10" 8" 28" 28" 8" #4 16" #4 18" #4 16" \ Eo -m 6' 1 " - 8' 8" 2 #4 16 #4 18 #4 16 18 a 32" $ @ @ (3) # 4 \ BELOW GRADE 0 6" 32" 1 0" $" REQUOIRED 8" " " " (3) # 4 �� \ BELOW GRADE J J X ' w-Z X—. a Q-o 1� z X 4"TIGHTLINE I-Q 4"TIGHTLINE >-Q n �� �� E° E° 0 J_� n �� NOT 8" 14" 18" 14" E° E° 0 -p 8' 1" - 10 8" 42" 10 8" 18 18 8" #5 © 14" #5 © 18" #5 © 14" (4) # 4 1 X 4 P.T. GUIDE / EXT.WALLS ONLY- -I Z 8' 1" - 10 8" 42" 10 8" 18" REQUIRED #5 © #5 © #5 © (4) # 4 1 X 4 P.T. GUIDE EXT.WALLS ONLY= z (1) W R10@: < p R10@: 0 0 -CONDITIONED AREA SLAB j=1= -CONDITIONED AREA SLAB -L ON GRADE p a MIN LAP SPLICE 24'I o 1 0.1 " 1 2' 1 2" 48" 1 0" 8" 1 6" NOT 8" #5 9" #5 1 8" #5 9" 5 # 4 ON GRADE wn 6 Z Y a' REQUIRED ( ) o, MIN LAP SPLICE=24" _,,!,, __,L 0 Z Y LL GENERAL NOTES: NOTE #1 /ALABORFILL-SEE OTE#1 / % • —B GENERAL NOTES: NOTE #1 /�SLABORo FILL-SEE OTE#1 °•; '•'•'B- * 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 ° 1 °I° �:':':':':':':':' ' R 10 FOAM R-10 FOAM a * NO SLAB IS NEEDED. * NO SLAB IS NEEDED. a :•• :':''• DRAIN ROCK = C ° G, ARE MAXIMUMS. MAY LESS. UNDER, MIN.MIL s° • •DRAINF.ROCK COLUMNS F, G ARE MAXIMUMS. MAY LESS. UNDER,MIL a s' COLUMNS F, , DD • •F' PERF . CI * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT. (A) FILL REQUIRED s MiLLv6 • _ * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED a = ali Ef3 o �►� ,•,•,(ExT.WALLS ONLY)- RETAINED HT. (A) FILL REQUIRED 6 MILL VB 1�� (EXT.WALLSI ONLY)- g * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 1F No SLAB- =V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 1F No SLAB- IV 0 -4 NONE 4e C I I = 0 -4 NONE 4e =C I I _ * REBAR MINIMUM GRADE 60. 5' - 6' 12" TOE -HEEL- * REBAR MINIMUM GRADE 60. 5' - 6' 12" M OE HEEL- a, * p ' - *ASSUMED SOIL BE F * p ' - „ *ASSUMED D SOIL BEARING PRESSURE: 2,000 PS CONCRETE MINIMUM fc 2500 psi 7 8 18 BEARING PRESSURE: 2,000 PS CONCRETE MINIMUM fc 2500 psi 7 8 18F- CD I **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" 1 1 1 **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" w NOT TO SCALE NOT TO SCALE L NO FLOOR ° SIDING MATERIAL E 4 RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" I SIDING MATERIAL 7/16 OSB 3 CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM 12 MIN. 7/16 OSB 0 a 0 1 X 4 P.T. GUIDE 2 X 6 WALL PONY WALL 0 A B C D E F G V W X Y Z R-10 @: A B C D E F G V W X Y Z 2 X 6 WALL N BASEMENT PERIMETER c ABOVE GRADE AREAS O -CONDITIONED AREA SLAB I >Q 0 ON GRADE ! ` c F li F o LENGTH 4"SLAB LENGTH LL_ w o) — N UNBALANCED WALL OF VERT. RETAINED WALL OF VERT. 6" MIN. FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. Q a a'■'ll FOOTING FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING Z_ 0 W W HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING** SPACING gREBL BEND REBAR REBAR TRANSV. FOOTINGCONT a a a 01 HEIGHT POSITION HEIGHT BOTBL BEND TRANSV. CONT. 0 > I- I` C a d Q WIDTH THICKNESS SPACING"* SPACING @ REBAR REBAR Q Q rY M 0••••••••••••••n•••••Mi p p W (0 O • 9 7 .■■■..■■■■■■■■■11■■■■■■■■I Q Z (� • N -c, J 00 § R-10 FOAM ME o ' p . Q S m, n n n SEE NOT n „ �� R-10 FOAM iJ' E U �� n n SEE NOT n „ „ p Q O Z CO O' - 4' CENTERED 1 $ 6 6 6 #4 @ 24 #4 @ 24 N/A (2) # 4 W/10 MILVB �r w 0 - 4 CENTERED 1 $ 6 6 6 #4 @ 24 #4 @ 24 N/A (2) # 4 m N Q co SHEARWALL REQUIRED SHEARWALL REQUIRED UNDER, MIN. 24" MIN. E. m W I— 0 n8" 6" NOT 6" ��a IN 0 A = �� N T 4"TIGHTLINE LU _=m SEE �� nSEE �� 41 "- 6 3Zw � 24" SHEARWALL REQUIRED #4 @ 18" #4 @ 24 #4 © 18" (3) # 4 W 1 4' 1 - 6' 5 24 8" 6" 6" #4 @ 18" #4 @ 24 #4 © 18" (3) # 4 I■■I e SHEARWALL REQUIRED5. 2 z Z u) 6' 1 " - 8' 6" 36" 10 8" 8" #5 @ 11 #4 @ 18" #5 © 11" (4) # 4 J 6' 1 " - 8' 7 36" 10 $ SEE REQUIRED 8" #5 @ 11 #4 @ 18" #5 © 11" (4) # 4 �', A= LJJ n SEE NOT „ J O n n NOT „ J SHEARWALL REQUIRED = Q SHEARWALL 1 1 I Q-z X < X �' 18"MIN. > H 7 BELOW GRADE- > Q n/ 8' 1" - 10' 8" 48" 10" 8" SEE NOT 8" #5 9" #5 18" #5 9" (4) # 5 0 8' 1" - 10' 8" 48" 1 0" 8" SEE NOT 8" #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5 1 X 4 P.T. GUIDE Z O 2 Et SHEARWALL REQUIRED @ @ @ 2"CLR. SHEARWALL REQUIRED SCREENED 2" PVC �� @: /T 2"CLR. 0 MIN LAP SPLICE=24" w R 10 p WEEP HOLES 6'O.C. -CONDITIONED AREA SLAB a / w Z U III I I II III _ ON GRADE 6 -MIN LAP SPLICE=24III III III I_ co U < •4TIGHTLINE Z Y ; H Z 18"MIN. Z a �,c a a Z GENERAL NOTES: Z Y • -24"MINI. FOR GENERAL NOTES: NOTE #1 J/SLABORFILLdT #1 B-.-... N— I •B•'•'• 10'WALL LU W N * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. 1 1 -� .... . . . . " " ' _ * COLUMNS C D E W X Y Z ARE MINIMUMS. MAY USE GREATER. �� . . . . . . J Z N FILL OVER FOOTING IN CRAWLSPACE WHEN : R-10 FOAM NO SLAB IS NEEDED. co U * COLUMNS F, D •`� , !„4 ' DRAIN ROCK D �� �� a .1 \ ''�''•'•DRAIN ROCK = G, ARE MAXIMUMS. MAY LESS. * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. w/10 MILVB _ Q O cK3 ••• P�� RETAINED HT. (A) FILL REQUIRED -UNDER,V6 [L N- 3 a o PERF. ♦/)L MIN.-i vJ *ASSUMED SOIL BEARING PRESSURE: 2,000 PSFIIIIIIIII .• )4"• • ASSUMED SOIL BEARING PRESSURE: 2,000 PSF s wIi 1., ••:•.•.•.•.' H d ' IF NO SLAB— C)* MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. C V I * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE C = LLJ W 0 * REBAR MINIMUM GRADE 60. * REBAR MINIMUM GRADE 60. 5' - 6' 12" I I 0 Q TOE HEEL = —TOE HEEL = 0 �^ * CONCRETE MINIMUM fc 2500 psi *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * CONCRETE MINIMUM fc 2500 psi 7' - 8' 18" *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF v! W **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 'ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" O W NOT TO SCALE I NOT TO SCAILIE 2 J co \ \ POST PER PLAN 00/ CASE 1 \ a SIDING MATERIAL CASE 2 \ a SIDING MATERIAL 1/4" X 3 1/2" DRIVE C— 12" SONG-TUBE \ RETAINING WALL - 4 MAX RETAINED - CENTERED REBAR NO FLOOR R-21 INSULATION48" U66 POST BASE 5 > > co 7/16 OSB 7/16 OSB RAWL O.C.O.C. WITHIN 12" 1/2" SHEETROCK a 2 X TREATED PLATE 2 X WALL o ; /�� AA /77- 1 x 4 P.T. GUIDE _ R-21 INSULATION Q `_�A/AA/AA%A (4) GRADE 40 R-10 @: a 2 X 6 WALL 3/4" SUBFLOOR ) (WHERE NEEDED) .�/VA/VA/` y w o BASEMENT PERIMETER -CO DITIONEDAREASLAB 1/2" SHEETROCK \/ /' Mg #4 REBAR J oA B C D E F G W XY ABOVE GRADE AREAS ) \ �j ��vv � v / VERT' HOOKS -CONDITIONED AREA SLAB _ ONGRADE / // // / ON GRADE F 'VA VA VA VA VA VA VA VA VA UNBALANCED WALL FOOTING OF VERT. 4"SLAB , W a zZiT LENGTH / FLOOR JOISTS A .. b J =(/\< / / /\ /\ /\ /\ /\ /\/' ;z`6g� 0,0 Z `6 el, FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING -\ w / -� aY a ° m /VA/VA/ VA�� GRADE 40 ��oox HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING** SPACING REBAR @ REBAR REBAR TRANSV. CONT. ° a / 0 a \/V/V//� 1'-0" ���Ym BOT. LBEND iii_07 a A I 1 A/V/� _ #4 REBAR E.W. MH as Q O Z>2 > � = vV �Va • R 10 FOAM/ /- PER PLAN \ o � ��// //v/A//A �4 w/10 MIL VB%/AA// Qom/ _/ _/ _/ %/ %// Q e w -0 / /� /\/\ A� /�A co -' I • /• • • A/\/\/\/\ O Y w z R-10 FOAM F R-10 FOAM//\/V/V/A \; i v \ /\/YN1/3 i IrN). / AA VA VA VA VA x 2 o o SEE NOT 6" „ �� R-10 FOAM a /UNDER, MIN. 01 - W/10 MILVB (@ BASEMENT = E / / 1�" / �. / maw� � ?xa 18 6" 6" #4 24 #4 24 (2) PERIMETER - w •- W/10 MIL VB�VAVA/VAVA/ \ 2 GRADE 40 w` _ A/VA/VA/VA/A Z °� � CENTEREDSHEARWALL REQUIRED @ @ N A # 4 UNDER, MIN. ABOVE ORAOE NA EAS) „ m UNDER, MIN./ / / / / / / \/\ \/ ( ) ��� a � \ \ \ \/ 2 24° NUN. W a W a /VA//VA//VA//VA// /VA//VA/VA/VA/VA VA #4 REBAR _ \ /vXA \ a °O • \ \ \ \ \ /\ _\/\ \ \ / / / / PER / / VA/A/A/AA/A U�.0� a� =LL :1 _ /i,/i,/— /i,/i / / / / / / (2z_�oo E ♦ ♦ z �!vv /vv/vv�vy vy vy!vv/�y�w/vv/vv/vv/v — O= O J a K O F Z i z CRAWLSPACE A l z r -- THICKENED FOOTING H 2ci �OZD� \ J p - Cfl 18"MIN. Q 6 POST FOOTING Q wxoNz H BELOW GRADE— Z Z a., X a a=o X 111 111 1 I I0 z SCALE: 1 " = 1 ' 8 SCALE: 1 " = 1 ' 0 Woz�w z II II O o°oo TIGHTLINE WuSaHzz 0 _ I I II = Q Z1 X4P.T. GUIDE E° E° 0 Zw8OO CENTER •-4" EXT.WALLS ONLY a m u~i F O / / —MIN LAP SPLICE=24" w R-10 @: 1 1 1 11 1 11 1 11 1 11 1 11 1 11 J D \ = E GARAGE DOOR D 6861 SCREENED 2" PVC A CONDITIONED AREA SLAB MIN LAP SPLICE=24"=Q = w o WEEP HOLES 6'O.C. = ON GRADE w = BUCK OUT FOR GARAGE DOOR II III HI III Y w / 4" CONC. SLAB OVER 6 '' ' 1 0 ozz1' 1 Z Y u) / WAS•4TIGHTL!NE MIL VAPOR BARRIER ON ` , r ��, Li- �_ GENERAL NOTES: Z = d� g LAB ORFILL-SEENOTE#1 I B=_ __ GRANULAR FILL * � a � OWNER APPROVAL COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. ,� ■■■tiu■■■■■■■■■e:■■■■e:■ •: /\/ /\/ �. i1 ' •a •� / // / a a .if t *ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF D_ 1 • • :•BRAIN ROCK WR10 FOAM • _ • : DRAW ROCK j/�o yzA �, a \ • ��/��/��/��/��// . INITIAL: * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 3„ / / 4 PERF. = UNDER, MIN. s° ° 4 PERF. 1 /VAi /VA/ \ (2) GRADE 40 Dr ' • .'O. / Nts.4411.406, ON PAGE #: r. I I 1 6 MILL VB 1 _ . . .:(EXT.WALLS ONLY)- \ VA VA� #4 REBAR -"^^ * REBAR MINIMUM GRADE 40. V . . - IF No SLAB- _ V= //�\// 2 '/ // // <//�/ '/,'/A C = -C bovine w*22: * CONCRETE MINIMUM fc 2500 psiIII = TYPICAL FOUNDATION WALL ,u �� TOE- HEEL -TOE HEEL A2 ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF- 11 III *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 7 @ GARAGE DOOR I ` � �� aAL, I 1 / SCALE: 1 " = 1 ' Etil DWI PAGE: NOT TO SCALEIII III III III III III III III III III III I II HI NOT TO SCAHI LE III III III III III III III III III III III II 7 of GENERAL NOTES DESIGNED BY: 4 © J. STERLING A9 A9 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. o DRAFTED BY: N ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. K. ROEDER 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. -0 \ 6'-0" 30'-6" \ 3'-111/2" \ r — ALL INTERIOR WALLS ARE 2 x 4 16"O.C. STUDS, UNLESS NOTED DATE co d / I 9 — I — — — ° ° a , OTHERWISE. -5-21 I r I L —I PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER a I — - �_� — — — — — — ° - - DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR - - I N LOCATIONS. 02-02-2021 ''I I 1 1 CAA5 I ° ° a 45B 49B I L — — — �, ° � FRAMING NOTES 02-21-2021 2-0 ` 4-0 \ 2-0 \ 4-0 I — I IWI • I °' I w, L� a REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. • m X I COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF x7 4-' 12'-0" 11'-11 1/2" 4'-10 1/2" \ 6'-1° a J FOUNDATION/SLAB/JOISTS BLOCKOUTS. Q SLAB PER STRUCTURAL 0')° 01) '5 I • I �oQ — — I ° ° FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR N a °a a SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMITgi a ° X 2 q A5 a 2 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL A8 I — -ELEVATOR I . ° ° A$ PRIOR TO THE FABRICATION AND INSTALLATION. W SHAFT a ° a A , (1) E f, .�oA_ I I a a ° ° a ° o a '4 ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED .� I 0 I I a ° a BY MANUFACTURER I I I I 1 I I__ I a FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE ID . r— �Q r �Q r I — \4` I J / I ° AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" p Z j► 2, — I OSB OR EQUAL. L — J 40B _i : 40B — — — — ! J J 4 — — — _ -- q I N 49B I I PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST - DN G LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO CtQ I j I )\ 4- 11'-10 1/2" \ FLOOR HOEDOWN LOCATIONS. , Ia Z r — 40B Q /'` — Q — Q Q — — — ' - - - — �o:� -� ,�o L �o® _ j y , I J PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING -L _ — I L_ — — L — — — — — — o > ' _ / _ LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. U -I I 47B I I ALL CONNECTIONS TO BE SIMPSON OR EQUAL. t7 B x J03 CO 81L I CO '49 ° ° INSTALL HURRICANE TIES ATALL TRUSS OR RAFTER TOP PLATE 40B I I I A5 :IIdi CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM tc, a r J CONNECTIONS. a c, L 14'-0 7/16" III 11'-5 1/16" *2'-1 7/8" '\ T-8 5/8" I I I o A a ° Lo 1 46BI I °° a ° a I 0 II J U ® 11 7/8"BCI 6000 1.8"I"JOISTS 12"O.C.FD FLOOR DIAPHRAGM 1 ; O D ,D , r II I , L- -, N 2 N I q I '10 oQ _ 47B I 1 / I c0 j EL I °O II I 1— I+ems-zc, (2)1.7 X 11.8 LVL I — ��� II • J o L A5 I 46B L — LL. (n a� L x • 46B I Q ~ (a O0 co IY I �® N N 48B d 1 _ ° 01 , O •Q RI' IL Li C I 6 N § < I I 1.7 X 11.8 LVL co 0- 79 : CO N Q co 1 (00 1 A8 O W 1 - 1 q A8 r — 1 �o I ■ I _ 1 (AS) Q ��Q I � � - - - �— 1 AQ, — __ - - - � - - I - I I L- - - 11— — — —- I -- I Z cn — � I I — --I W - I I 1[ 45B I "' H 2 i: \ 4'-0" —I 14'-10" 9'-7" 8'-11" I z-"' N OI - w 81L I 456I Q W O el 2 Z co co cp 40B I I I I I Im I — ru Vofil, Q �'�°1 I BASEMENT FLOOR FRAMING ... .,_ W AS �o L 'l I -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. w 1..1 Q Q L I I J ,�oQ~� I -ALL DECKS WITH PAVERS SHALL ADHERE TO 15DX J uJ N U I 0 Z Alb45B 145B A . 4::( 0) Mg II W I I J U-- - V, I m . � w w W a a — _ _ _ I _ L o Z Q ®i I 1 I W �►� a ] Ilk 0 W I L z 2 _1 \ 10'-0" , 34'-0" A9 00 N- CO vt 4V:'- - Z• WI 4 ' � K A9 wiz° aw°a a U ZZc6UK �'+� �HpU2 '�'f'tA.M 11 azz15 ��amo \43, ,),Um Q 2 i�Lry zawwa 11 O L2.' J oxxza { z w O N g�€i�u `� 5`"rAn,P is 11 =~i'oo nsaw P S �iTi 1- °o AS a141-1 O waoU O 0~°°FaE2 aoz5z pOZUp J gd Face cl <OzL ZZ (Zo 30 LB FELT OR SUITABLE BARRIER rlt LL ,w p Floor Joist Blocking per IRC 502.7 N w a gg TO BE USED BETWEEN HANGER AND Z ACQ-D&CA-B TREATED SILL hanger IIV 000�. (Seismic Design Categories D1 &D2) g / HARDI-PLANK SIDING "aFzz PLAN AREAS Zw°°° SILL SEAL BCI Joist / aw mLL 00 �(�� •/ TYVEK HOUSE WRAP m m o I �� Blocking CA• zZ8zaOOo,7/16OSBSHEATHING WI Z��� 1111 �i,/ 1poa1d _ MAIN FLOOR1 ,897 SQ.FT.�ft ADDED 2 X BLOCKING FOR DEPTH FLASHING ?a Oh. ' • X0. `5e � 2PA ER°CONCRETE BASEMENT 1 ,624 SQ.FT. 2 Ar ", ®� SIMPSON ZMAX LUS210CIO I �III'� 1 �'I001 es\4 Iy ) - TOTAL LIVING AREA: 3,521 SQ.FT. OWNER APPROVAL IA Al DTT2Z 2 X 12 PT.JOIST 16"O.C. Simpson Strong-Tie Intermediate Nail Boise SOLID 2X BLOCKING AT �,I k � STORAGE / UTILITY 71 SQ.FT. INITIAL: ITS11.88 R O LATERAL LOAD CONNECTION (3)ROWS OF 1/4"X 4 1/2"SDS BEND TAB AND Bearing Versa-Lam or Boise GLULAM to Bbi®joist with 8d SCREWS @ 16"o.c. PAGE #: FASTEN WITH 10dx1 h (WALL OR BEAM) Nailing per local GARAGE 739 SQ.FT. 1/2"NAILS WHEN r. tt§WW width shall nail into each C-- 2 X 10 TREATED DECK LEDGER WEB STIFFENERS - code provisions ARE NOT USED 2x specified hanger nail flange. ��\ ENTRY PORCH 126 SQ.FT. A3 length TOP PLATE HANGER CONTINUOUS BLOCKING rr, JOIST TO BEAM RIMBOARDr-p- COVERED DECKS 180 SQ.FT. DECK/HOUSE CONNECTIONPAGE: A NOT TO SCALE NOT TO SCALE NOT TO SCALE D NOT TO SCALE _ , OPEN DECK 506 SQ.FT.SCALE: 3/4" = 1 � _1—� 8 of � GARAGE PORCH 54 SQ.FT. FLOOR PLAN NOTES DESIGNED BY: 4 © J. STERLING A9 A9 SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN N EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: o 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE N BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR K. ROEDER @ AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 2 a) \c 95'-0" 2 w SHELF AND HANGING ROD. 1/4" = 1' U.N.O. -� \ 6'-0" \ 6'-0" `J 10'-5" 1'-6" 11'-8" \I 11'-4" \I 36'-1" 12'-0" D co 2'-0 1/2"\I\ 3'-0" \I\0'6" 3'-0" \I 4'-2 1/2" \I 3'-0" \I\Q'-6" 3'-0" \I '0'6" 3'-0" \I\ H 7'-9" \ 4'-5" \ 3 BUILT IN SHELVES. DATE d W57 3016 PIC W58 3016 PIC W59 3050 CASE W60 3050 FIX CASE W61 3050 CASE / / _ � ■ —/ DROPPED BEAM 5.5 X 12 GLB / / 1-5-21 L J L a N 25H @74" 25H @74" 20H @14" 20H @ 20H @14" 37B s\ 4 CABINET-OWNER/CONTRACTOR TO VERIFY. — — — — —— k 02-02-2021 N O 4'-0" \ 4 _ 5 v PORCH EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 r 11' 5" X 17' 10" 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" d D17 3080 HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. I I BUILT IN DESKS 2 240 SQ FT 02-21-2021 0 o I AND SHELVES o g / - o co 25H I@74 WITH PINBOARD/ _ 10'CEILING 4 rn 6 TEMPERED GLASS �- I ACOUSTIC BOARD o n o o I@ BACK u_ U I 7 UTILITY ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE • ® w 20H ° INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES OFFICE M BEDROOM #2 5'-1"X 9'-O" a 4'-3" \ 6'-10" RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, CD a o 25H I@14 11'-1"X 17'-6" o 11'-7" X 13'-2" •NO 0 8 71 SQ FT ° 7 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE ' ih-M- 10'CEILING STRAPPED WITHIN UPPER 1/3AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 3 �, 181 SQ FT ° J 153 SQ FT 2'-1" E " N joENJI m Q ¢ dEARTHQUAKE.MIN.EFFICIENCY OF 91/o Z z2 o N 10'CEILING o 9'CEILING — — — — — I o m ° KZ> p ' oo F.A.U.ON18"HIGHPLATFORM.TOPOFPLATFORMTOBE11/8"T&G PLYWOOD. gi A8 � QI I ° ° EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL (D W 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, co �� I °� I ELEVATOR I ° a ° / )r_ BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF _Q_ L A 4'-11"X4'-8" p ° �� 9 FURNACE. 6'0, o o 122H @"" - z I 23 SQ FT z I Q __ __ ID M_ I I 20H @ 1 INSTALL PER MFR w w ° ° a N PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF T 2 0 M o 1'9 1/2" s0 o m I m I ° \ ° CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL \ \ 4'-0" 2'-0"—\ --- 1- \ r N 11-11 1/2" 1'-11" 5'-0" w 6'-0 1/2" ° ° ° ° ° ° N (r) / ° 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF Z D21 3068 ICI = :068- 7 • I THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 1:5 / b� I 1- Aw > _ ° e ° •; •� ihi ° EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF J �J co -� 20H @ss^ I® I • ° A ° • ° SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. U @ 96" °° ° A N / �\ ° C __ ° 13 122H I rc9::: HALL 1120H I@96 o a ° ° ` •• / ° MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE�'roi' E -6, "� y ° \ ° PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 ZDN G cn 18' 7" X 4' 3" _� LL ° \ ° N C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW W (ggSW I 4'-6" A _�„ 75 SQ FT m > `� °° m° JJ OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, Q 9'CEILING I ° 1 0 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK Z —® . W52 4660 PIC 1 I ,,' BEARING WALL 20H @80" - A I i I A, q ° /° �? / / _ _ ° ° ° A PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE c . p' I . 6 © I_I®�_I-D2 3068- _ _a ° A ° ° ° , CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX W0 / 20H @96• BEARING WALL \ // CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH b I '^ DOMESTIC DRYER EXHAUST. �'-0" \ 10'-5" 8'-9" 2'-5 1/2" 3'-2 1/2" 4'-6" ` • 0'-8" °° / u U O BARI I �0 1 ° 11 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH GAS STOVE u 1 a INSTALL PER MFR w _ _ _ AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. c4 I - in ° w 14 ° ° v '" B TH ► / 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. w `n `" 7-2 6'-1" 10 0 I FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. o 1 2 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR22H @96" 61 S FT N E 4 9'CEILING / \ SEALED TIGHT. 0 L - a a G ° a 4 a ° ° n 0 13 I 16'6„ U \ / 5'-0 3/4"_ GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. o � I 35B 3'-3 3/4" �° DROP IN ° 2'-0" 14'-6" \ 24'-6" 12'-0" q 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS J 1 Z 0 0 c HALL �, 0 u) 0 uX 6' 4" X 17' 9" I SHOWER iv ° THROUGH PER I.R.C.RC SECTION 312.2. . � • iv ° U 0 a PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N k. iv p o 95 SQ FT I TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N Co 1 - o Q _ 22H @96' LIVING bo o I 9'CEILING , " ° ° / I / 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE cn o eL Co o 20'-5"X 17'-6" w ® ZZ SURROUND&HEARTH MATERIAL. O - 00 357 SQ FT a ¢ o 1 5 GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR 0 POSTS PER ill ,� 10'CEILING m MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. L.L o NOTE: HATCHED STRUCTURAL of AREA INDICATES ► e Z W SOFFIT FOR HVAC 18"X 18"FINISHED �j o 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. W Q O M CLAD PER ELEVATION o 0\ �) 18'-9" -\ 6'-5" \ 2'-8" \ 0 "` 0 cn FL U. — —I J J Q CV -�� 1 N � � 22H Im a N Z : . ; 1 GENERAL NOTESA8 -' BBSW N <Al'h>18 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Q C ■ • , - — — — LI ® 20H @"" 18'-9" o 6'-8 1/41I112-61 ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. //�� �®® I 3068 ® °° Z V J v W48 2660 PIC BEARING ,LL II 1--h VERIFY HEADER HEIGHTS WITH SUPER. LLI 0 9 _ 0 1 HAL9'-3"X 3L11" - ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED < I— I I ® 0'9„ I o ¢ @ 8° I 2'-6" v 21H @80" 36SQFT ¢ 21H N N OTHERWISE. C o I El 9'CEILING 9 0 C O 11 ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED Q w 0 _ 14'-9" 9'-7" 9'-8" 7 40B o L I DECK I 1 c „� ° OTHERWISE.I I — Q 9'0„ a a I-_ (Di. 0 0 9'-11"X 31'-1 I" Q o ° PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 0 w BEDROOM N 4 EXERCISE ROOM ° Z Z m N 242 SQ FT N. N DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR Y w o 5 s- 13'-11" X 13'-0" N m 21H @80" __ _ _ _ _ _ _ _ 2, 8'- "X 12'-3" _ LOCATIONS. �/ ° 169 SQ FT w o BATHROOM#1 103 SQ FT N w L.1� w p N coJ I ill°m 10'CEILING ��, C° 9'-3"x 8'-0" 10 10'CEILING FRAMING NOTES J Ill N �c� a-m I-� CEILING72 SQ - o 9- a N T ,�'L! I 9' m a ° U 00 w N x m x a, II 5'-9 1/2" \I\ 3'-9 1/2" m ° J 0 0 22H I@96 / C_OBEY _ _ REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. V J I a0 - "2'-0"X 3'-9" I EXACT DIM.DEPENDENT U W `/♦ Q o - ESQ FT ON TUB SELECTION ° COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF w W Ct o ¢ I �� - R C ° ° FOUNDATION/SLAB/JOISTS BLOCKOUTS. 7 2 HANDRAILS h� ` L Q I 20H @96„ b 20H @96„ Et I I FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR CO 20H @96" 20H @96" 20H @96" ��^z^z^z^^-^z:� �® II �_ — CIE ®_I= 1C� ° ° ° ° ° ° ° ° ° a ° a A SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT w —7/ / / a / / / / / / ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL a. W45 3016 AWN W44 3016 FIX AWN W43 3016 AWN W42 4016 AWN OBSC? W41 2020 CASE 3 PRIOR TO THE FABRICATION AND INSTALLATION. 0 w (A9/) J 1'-3" 3-0" 3'-0° 3'-0" 13'-7 1/2" 2'-0" T-1 1/2" \ ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED 200 BY MANUFACTURER O 6'-0" \ 4'-0" \ 12'-1" 2'-8" \ 5'-9 1/2" I 3'-9 1/2" 9'-8" \ 51'-0" FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE CO I\ 95'-0" I AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE I GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. Z Z, LL PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST < z 0� w 4 oZ°U SLABS LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO J a a °w� A9 FLOOR HOLDOWN LOCATIONS. °i)U° * SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE COMPACTION. IT IS STRONGLY ��°� aw°a RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BYAGEOTECHNICAL CONSULTANT. Zw° w PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING ��,2°� * UNDER SLAB INSULATION: MAY USE XPS OR EPS RIGID FOAM WITH MIN, 25 PSI COMPRESSIVE STRENGTH UNDER SLAB. LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. 11 LL`-w0 IF USED, PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. °U`m ~O waU� * SLAB THICKNESS: USE 4" MINIMUM. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. °X=Za * REINFORCEMENT: USE ANY OF THE FOLLOWING: O W��N ° >wZ =H U - MINIMUM #3 REBAR AT 24" O.C. EACH WAY CENTERED IN SLAB. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE 60 5 - WELDED WIRE FABRIC, MINIMUM W2.9 X, 6 X 6 (6 Ga.) CENTERED IN SLAB. SPLICES OVERLAY 8" MIN. CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM J w0Wwo - FIBERMESH PER MANUFACTURERS RECOMMENDATION. CONNECTIONS. WHaZZ QaUO - HELIX MICRO REBAR, MIN 5LBS PER CUBIC YARD. �Z;2°o * CONTROL JOINTS: MAXIMUM RECOMMENDED SPACE = 8' O.C. EACH WAY. THIS IS A NON STRUCTURAL ITEM AND art°HZQ MAY BE CHANGED OR OMITTED BY OWNER. Z °°��� oao2 * VAPOR BARRIER: USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY INTERIOR SLAB. NooQZ W U Q / / //� °=Za~ WINDOW FLASHING INSTALLATION \/\\\,\\;\ a C , oEo�- ' ' ' > PLAN AREAS 2 lis°° STEP # 3 STEP # 2 STEP # 1 w�/w��w�/� c > 1/2" SHEETROCK �J =�= ° \\//\\//\\//� • ,/ NOTE:VERIFY ALL HEADER °p°=F Z U j//j//j//j< Q C „ HEIGHTS WITH SUPERVISOR , MAIN FLOOR 1 897 SQ.FT. pEE �\\/\\\/\\i\ 8 CONCRETE WALL ,G� U� 6861 1"Minimum /VA%/VA%/i CES TO COMPLY WIITHNOTE: CENERGY CREDI STION AND N AKEN O���s /_ e< _5'1 R-21 INSULATION ENERGY CREDIT 1a i � 3. BASEMENT 1 ,624 SQ.FT. �V//��/�//� . EFFICIENT BUILDING ENVELOPE �` I - vvvv � / � / • � 2 X 4 WALL 6 FROM CONCRETE ,. �: CICI \\\/\\\/\\i\\ — WINDOWS: U=0.28 TOTAL LIVING AREA: ret, i // // //� C BUILT OUT ONLY IN FINISHED AREAS FLOOR: =R 38 INSULATION I�. 3,521 SQ.FT. OWNER APPROVAL %' '' SLAB ON GRADE R 10 ENTIRE SLAB J ; 0'-6" STORAGE / UTILITY 71 SQ.FT. INITIAL: �—STEPA �• \\//\\//\\//� > 1/2" WEDGE ANCHOR 48" O.C.INSTALL TYVEK HOUSE WRAP • j//\//\//� C ENERGY CREDIT 2a PAGE #: \\/\\\/\\j\\ C AIR LEAKAGE CONTROL&EFFICIENT VENTILATION ' /\\//\\//\\//< 2 X BORATE TREATED PLATE AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR CT- LIMN GARAGE 739 SQ.FT. //\//\//\' WHOLE HOUSE FAN PER SECTION M1507.3 22' J STEP B \/\/\/INSTALL TYVEK TAPE ,' I + ! 111" / STEPA /j /j /j� ENTRY PORCH 126 SQ.FT. A4 p9- r \ A A \ EA141+I14fZS D is �� � 1�c ��INSTALL TYVEK APRON BELOW %/�//�//�/ • I I ENERGY CREDIT 3a 3t � U �`l ��. ... l WINDOW SILL HIGH EFFICIENCY HVAC EQUIPMENT ' COVERED DECKS 180 SQ.FT. «f�, f TYPICAL FURRED OUT -GAS FIRED, PROPANE,OR OIL FIRED BOILER CMS al^� PAGE: ipoi ---------7----- . . : ...---- STEP B- WITH MINIMUM AFUE 0R 94%. INSTALL VYCOR ACROSS WINDOW SILL I WALL IN BASEMENT OPEN DECK 506 SQ.FT. ENERGY CREDIT 5c 9 of - STEP C SCALE: 3/4" = 1' EFFICIENT WATER HEATING GARAGE PORCH 54 SQ.FT. STEP A- INSTALL WINDOW&4"VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS -GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. GENERAL NOTES DESIGNED BY: 4 © J. STERLING A9 A9 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. o DRAFTED BY: N ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. K. ROEDER CO VERIFY HEADER HEIGHTS WITH SUPER. I I u_ 95'-0" \' ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED >' OTHERWISE. 1/4" = 1' U.N.O. -0 \ 6'-0" \ 6'-0" \ 11'-111/2" `I 11'-71/2" 6'-11" \ 15'-10" `I D ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED DATE d OTHERWISE. / _ __ s DROPPED BEAM 5.5 X 12 GLB _ Q ° ° A-5-21 Z ff — ° d PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 1 J a I � SOLID 2X BLOCKING AT pp��jI .-/ 37B ° ° a ��, ° d° _ p DIS(�PENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 1 LATERAL LOAD CONNECTION IoJ J (V // ' ° LQCATIQNS. 02-02-202 -1�.. tL J 11'-10" o 11'-10 11/16" v -I �4 6'-1 /16's-7 1/2"�\\ FRAMING NOTES 02-21-2021 II - 16"O.C. ° L 0 81L , a� / ////�/ 36J 36BJ h I I■ ®p OQ`�® a REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. Li i� 2- 6'-11" \ 4'-5" 1.75 X 11.8 LVL COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF 'v > I 01) i L36B I FOUNDATION/SLAB/JOISTS BLOCKOUTS. d Y 6191t1 0 a FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR D\I 5 w ' = s d SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Z / , 40] N °' I 4' 2 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL A8 X Q16: 11144 ' Bbo— A8 PRIOR TO THE FABRICATION AND INSTALLATION. = a A3 p N ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED (1)d z 1 BY MANUFACTURER -z,r-11 1/2" u I T " m a FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE o I I II ° AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE — GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" LL 016 ICIE38B 2_, ° '1,38B} OSB OR EQUAL. IL 1� 11'-10" ' o 11'-10 11/16" o 6'-1 5/16" \ II m PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST C m i— a a m X ° LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO CtQ NOIlO3NNOO Ot101 ltl5131tl1 I4 t` I . Z n n FLOOR HOLDOWN LOCATIONS. • n IV ONINOOl9 XZ OIIOS ce BEARING WALL N / _ — — — PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING "i I LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. 1- 1111 1.75X11.8LVL r I 9� r B = � . L L3 L U --.I IMIMILIMIIIIMINIM" . '— II U N ALL CONNECTIONS TO BE SIMPSON OR EQUAL. L36B I I g N ` INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE `i Q 17'-3" - h_, \ 16'-6" \ a d a ° ° ° _ CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM _1 Lice _' �, a CONNECTIONS. L` 4i) O = 5081L .. Q , 1 IEI I I - ° d e 0 V J. 35B o p z I a pp XI co 2 oU- LL ml o 0 CO A3 Q a I N 2 I CVw 00 40B� ® -- o oI W II Q O U 0) O LU 0 m � WI 36BB7 UP — —� e Z W W CO -0 a 3, d cf) , ce Qo U t Ow p roX N ° LIJ00 J `` Q 14% CV i� � E JJ O N � � 1 _J �./� 1 SOLID 2X BLOCKING AT I I I u 1 ^O1 Cr) O LATERAL LOAD CONNECTION W `\' < . A8 � o 61.) 18'-9" 6'-8 1/2" I 12'-6 1/2" ` A8 Q> Q CN —0 A I'I 7 I 1 f 55 X ° / — — l ® Z (0 POCKET THIS FLOOR ' \ II I JKC JOIST TO MITIGATE BOUNCE I— 'Ar' 1.. SOLID 2X BLOCKING AT CV O LATERAL LOAD CONNECTION B M N 81L ; A3 e 2 0 ,I :� �l III Li_Z 0 w 0 U I INSTALL HANGER I I POCKET THIS FLOOR I a L UPSIDEDOWN — — — JOISTTOE MITIGATE 1 W BOUNCE Q IT 7 L ` — — , — — Or_ 14'-10" N. 9'-61/2" 8'-111/2" Z Z � ' I I z A w Q "°° w " A3 J LLI uJ N Ir._. W C..to 1416I ill I n ` Q z O" ¢" I mv Q 00 a X In- w v SOLID 2X BLOCKING AT O LATERAL LOAD CONNECTION I I I 0 w w 0 I � 1 Ct 1 I Z Et < _9 a ' r POCKET THIS FLOOR A' JOIST TO MITIGATE 1..� CO BOUNCE / 6 — — 1 — A / — — U / v W 3 0 W A9 2 J 0 I\ 4'-8 1/2" I\ 10'-0" I\ 33'-4" F\ 51'-8" 1 N- M �r GA Z> , _,ooer Z1 oi (r ' w{ 4 4 1, ), Z oZC� O11 A9 wiz2 a W U a Aketts,444isir 11 H ZZ�UK t ~zz~ a�a� mo V zawwa 11 OM 22.. Z oX=za w ,)P =Hop — n 2 a W aEA/41440ZS 1114INP IC . AA ngu t41.1-4, w „00 IrD141� zo=LL U 11 artO'6z oOZUp aLem'a Face 'oZ.2. 0 0 ZZ�ZZ 30 LB FELT OR SUITABLE BARRIER Wittrlt ,figs.!,° Floor Joist Blocking per IRC 502.7 TO BE USED BETWEEN HANGER AND ACQ D&CA-B TREATED SILL (Seismic Design Categories D1 &D2) hanger ' HARDI-PLANK SIDING 0SILL SEAL BCI Joist C / PLAN AREA �(�� / TYVEK HOUSE WRAP a m -o — Blocking #7:!‘ ( Z z Z1000x� � � 4 7/16 OSB SHEATHINGOa��Z�a ro ��10l poa _ MAIN FLOOR 1 ,897 SQ.FT. o��W 101 �ft� ADDED 2 X BLOCKING FOR DEPTH FLASHING J z z a ,' o`5e � 2PA ER°�KN�E BASEMENT 1 ,624 SQ.FT. LL ®� I SIMPSON ZMAX LUS210 / llll'� 1 1'Ies\4 Iy �-DTT2Z TOTAL LIVING AREA: 3,521 SQ.FT. OWNER APPROVAL A ► ,A,e -, 2 X 12 PT.JOIST 16"O.C. Simpson Strong-Tie Intermediate Nail Boise SOLID2XBLOCKINGAT STORAGE / UTILITY 71 SQ.FT. INITIAL: ITS11.88 R LATERAL LOAD CONNECTION (3)ROWS OF 1/4"X 4 1/2"SDS BEND TAB AND Bearing Versa-Lam or Boise GLULAM to BCI®joist with 8d SCREWS @ 1s"O.C. PAGE #: FASTEN WITH 10dx1 h (WALL OR BEAM) Nailing per local GARAGE 739 SQ.FT. 1/2"NAILS WHEN 0. tt§:width shall nail into each C-- 2 X 10 TREATED DECK LEDGER WEB STIFFENERS - code provisions ARE NOT USED 2x specified hanger nail flange. ��\ ENTRY PORCH 126 SQ.FT. A5 length TOP PLATE HANGER CONTINUOUS BLOCKING �� JOIST TO BEAM RIMBOARD COVERED DECKS 180 SQ.FT. �� DECK/HOUSE CONNECTION PAGE: A NOT TO SCALE NOT TO SCALE NOT TO SCALE D NOT TO SCALE3/4" = 1' OPEN DECK 506 SQ.FT. E SCALE: U —� 10 of 19 GARAGE PORCH 54 SQ.FT. FLOOR PLAN NOTES DESIGNED BY: 4 3 J. STERLING A9 A9 SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN N EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: o \ 100'-0" GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE N \ 5'-0" 6'-0" \ 6'-0" 15'-9" `I\ 7'-10" \ 7'-1" \I 8'-1" \I 7'-9" \ 24'-6" `I 12'-0" BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR K. ROEDER a,1' 11 1/2" AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 7 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-51/2" 3'-0" 3'-0" 5'-0" `I 12'-111/2" \ 2'-6" \2'-11/2"\ 3'-31/2" \ 3'-0" \ 4'-0" \ 3'-0" \ 4'-0" \ 3'-0" \ 3'-9" ' 7'-71/16" \ 4'-415/16" ` 5 co 1 5 1/2" 2 SHELF AND HANGING ROD. co 1/4" = 1' U.N.O. , 7 CO UP 1ig 3 BUILT IN SHELVES. DATE d W W22 3016 AWN W23 3016 FIX AWI9-1 W24 3016 AWN W25 3016 AWN W26 3016 AWN W27 5016 PIC I W28 2646 CASE W29 3016 PIC W30 3016 PIC W31 3016 PIC I- z / / 1 1 1 W69 3610 SCREFNEW71 3510 SCREENED OPENING 'f-5-21 Et -N I I I - I I I I ,Z T I I I I D04 3080 o�L o_ a 13 20H @714" 20H @114" 20H @114" = 20H HEADER TO SPAN BOTH WINDOWS 20H @114" I 20H @96" 20H @96" 20H @96" 20H @96" () 74= - 4 CABINET-OWNER/CONTRACTOR TO VERIFY. O TO COVER RECESSED MED CABINETS MASTERL fl - O I JJ 1��J N SHOWER a U 9 10 11 / 20H @96" 20H @96. VERIFY FENESTRATION 20H @96•— s-� 02-02-2021 U EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 M 6'-9"X 4'-3" o w MASTER CLOSET I. o Q = 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTIONTO BE 20"WIDE AND 24" O 4 28 SQ FT z oo CAT ENCLOSURE p v ¢ m 7'-7"X 9'-4" ` o PATIO DESIGN T.B.D. 19 - T HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. 1 I- o v 02-21-2021 — O �\ 6'_9' � 70 SQ FT WASHER TO HAVE Z m o 11'-4" 3'-10" m m DECK Q C) CURBLESS 10'CEILING PAN&DRAIN 0 1143 SQ FTO 20H @96 °' o / 30102 6 TEMPERED GLASS � 0 21H@96" 5- 1" X 18'-0' o `�' MASTER BATH °O / co - o� VERIFY HIDDEN SAFE � III 1 0 7'-10"X 8'-3" o AND MECH.CHASE I / _ 101 SQ FT 1 4ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE 1 MASTER B D RM o 10'CEILING 9 J i Q .77 N INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, 01) I 14'-11"X 17'-6" 10 3 -- m o J p END OF PIPE LESS THAN 2 FEETABOVE GROUND,POINTING DOWN. TANKS SHALL BE a —7Z ` 261 SQ FT10 I I a STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN w LINEN NICHE 9 `� a D14 3080 LAUNDRY/MUD_ ' 7.) _ EARTHQUAKE.MIN.EFFICIENCY OF 91% z2 o p �ND 10'CEILING o 1 = 20H @96" _ tJw a "' _ ¢ 2 -8"X 1T-C U - F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD.A8 �° I o — = o "' MASTERWC. uI 154 SQ FT 1 w _ n <1121> EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL as)3'-11"X4'-7" �!� U m �' N 18 SQ FT i_ ELEVATOR L POWDER I 00 r GARAGE GARAGE i 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, o I w 8'-0"X 3'-s" I I I Z I I , „ BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF I I 4'-11"X4'-7' 410 ATTIC 22H ©96" 26 SO FT 23' 8" X 23' 0" 11 -10 X 15'-6" FURNACE. m 23 SQ FT I I I �_ I ACCESS I / CLOSET (V 1 0� W INSTALL PER MFR °I® I -.10'CEILING CI -' 4 I I I VERIFY I 543 SQ FT 183 SQ FT o II] — ° oo �, PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF 7SQFT v ;�/' 5'-3 1/2" ` 1 VERIFY 1 I L- - J 10'CEILING 9'CEILING N CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED ATOTAL 9 15'-9" 3'-10" 4'-31/2" ih 1'-21/2" -r I p N I I 8'-4 1/2" T-9" \ U 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF I= o d 3 4'-3" - I THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR - I U11 2 0 D10�3080 D09 3080/ 15 20H @96 0 0 EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF °�rn�I 20H @96" N 1 I I ¢ 20H @�" I SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. CO /�� 14 o 0 20H @"" oC 2- C MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BEo PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 z �,� o v 0co o 1 \ O'9/p7 BARI8180 °' "' ¢ 1 22' 6" X 4' 3" v o ¢ 1 6 0 I C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w C$ASW 4,_6„ �, Ayr GAS STOVE VENTED EQUIP. 92 SQ FT p I _ OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, CZ S a 5111 T0,9„ 4666 PIC _ lk CABINET I 10'CEILING — — 20H @96" 20H @96" 20H @96" ®iI 20H @96' 20H '96" II 1 1 0 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK N _ PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE 'I — ~ — — — r _ _ _ I—I I�I I—I .1_ _1 -IN , I� J U CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX 13 @96 BEA-Ip� ALL I a CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH i ao 20H FIREPLACE ` — V — I TO 14'PLATE-VAULTED 32B 5.5 X 12 GLB-EXPOSED W40 2060 PIG W38 2060 P C W37 3016 PIC W36 3016 PI - � o 7-4"X 1'-8" 14 / I \ W39 2060 P C 20H @96" o DOMESTIC DRYER EXHAUST. / 12 SO FT _ o h U U L J o N. 2'-0" N.N. 2,0„ N.N. 2'-0" N. N. 3'-0" N.N. 3'-0" N. 0 24H @96„ I 11 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH N F. a 0'-6" 0'_6" 0'-6" 1'-10 1/2" 0'-6" io 0'- 2" ��l _ AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. co co r1 / l� ';) UIII) W 6'-2" 8'-0" 4'-0" N. 3'-3 1/2" 4'-0 1/ " N. o D05 8080LI :4 v v N. N. = o = I 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 7 `'' 1 2 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. 16'-6" 24H @96' 24H @96' . o 2 2 20H @162" w `n o` Co 0Q CbQ ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR 21 H 96" 0 PORCH �, — — — — — _ _ _ I — — — — ', N SEALED TIGHT. O 20H @9s 8'-0'X 1T-11" / D_07 9080 D0619080 J / 124 SQ FT I m° 4, Q ,/ / GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. U o I ., --m ., a a° ,a 2'-3" 9'-0" `1\ 2'-0" `1\ 9'-0" `1\ 2'-3" 2'-0"-- 8'-0" /-2'-0" 1 3 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS O Lc) tij ° , THROUGH PER I.R.C.SECTION 312.2. ._ b = ,a ° a _ - ' 0 U N. 10'-10" `\ 2'-0" 6'-0" \° a - a 8'-6" ° 24'-6" 12'-0" PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR CV U a a '2 'a a ° a Q/ COVERED AREA TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO CV i W �o GREAT ROOM 1 3 N �/ I q ° , ° ° _l� J MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE U) coEr, En �� / L — U V o o a a SURROUND&HEARTH MATERIAL. O 20H @162" 25-0 X15-9 � � � � ����— — �� o ° ° Q 0 515 SQ FT a ° A GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR 0 1 1 1 I I I 120H @162• S ��- a5 20H @96" 14'PLATE VAULTED 3' o x a ° 1 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. / I I I I I I 1 I 2oH @96" O N J I A ° ° A 1 A Z Lu w c . - 0'-3"X 8'-1" — a /o� x a ° 1 6 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. f: Q 0 pp 1 1 1 1 1 1 1 1 m U U) 0 0 / 83 SQ FT 20H @96" N N E , ° ° a a° ° a , a A 0 J CO Q CV N ' I A GENERAL NOTES P a zcp 20H @,62" I I I I U / A1 m C��I Q co DN a _ t — a A V A8 8ASW 20H @96' v 1 1 1 I 20H @96 o o Q a ° A A A8 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Q 20H 20H h80,� 16' 3"PLATE-VAULTED �Q N N ss x O2 GLB P u @ ss" °C 31B 1 1 1 I = �"o EXPOSED A/ / - - S.SXISGLB-EXPOSED — — — / BEARING WALL I I I � C TOPOSED I a ° aQ° a4 ° I a A Q ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. _ _ _ _ a Q I X X a A / w11 2666 f N / A VERIFY HEADER HEIGHTS WITH SUPER. N. \ 7'-2" 6'-0" Q 13 �, 5_g POST PER A Q w DECK o &WALMICROLOAVE VEN STRUCTURAL A Q ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED 14313�Q3FT0., g 2'6" �� 10'6" \ 10'o° N. 3'6° 2'6 1/� — / U 18"X 18"FINISHED A ?"� a N a a A OTHERWISE. Ld_ O 20H @96" w CLAD PER ELEVATION a A oO 2 o o PANTRY o M a °a a A a A ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED L.L w O o r 54"REF. 6'-8"X 13'-0"N ° ° ° A / A OTHERWISE. z U A a I I 86 SQ FT .,,- / � A A — W U a DINING I 4 1 10'CEILING I _ / b ° ° a Q A a / Q PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER H Z 10' 0" X12' 2" I — I " z Z Q N o Q I 23H @96 SINK 4 o N e DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR L Q- 121 SQ FT I I @"" _ _ W/WATER FILTER 2OH C9 ,cr0 - 10'CEILING I DW O O &INST.HOT WATER. 1 / I nc ° LOCATIONS. COVERED AREA. in �O i - LO ° °� ° A 1 ° ° 00 aFRAMING NOTES z - KITCHEN ° ° Q A a 16'-0"X 13'-3" CO /o a A U 1 1 210SQFT M p / ° Q A A A a A 0' `O N / oA A A - REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. EK r n J "' 10'CEILING o 20H @96" < o a V J w :�� v 10'-6° \ 16'-0 1/2" _] co in Q ' v A Q �/J A Q Q Q COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF 0 W W 0 / ° a ° ° A A A FOUNDATION/SLAB/JOISTS BLOCKOUTS. UJ Ct 0Cr A Et Q " 306 4 cooKroP 4 LED LIGHnNGAND usB cooLER 3 0 ° a ° ° ° A a FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR O CHARGERS UNDER UPPER — — J N ° a Q Qa SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Et CO / 0 �' / / I / a Q. ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL w 5.5X16.5GLB-EXPOSED ATCAN1W092616 PIC W082616 PIC W072616 PIC TOP OF BEAM IS TOP OF PLAI D a o- Q © PRIOR TO THE FABRICATION AND INSTALLATION. W PAD UP BEAM AT CANTILEVER+/3" I- I- O Q /�/1 9 UP p Q u) A ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED 2 00 -2� Co ( BY MANUFACTURER / ti 1'-3" 0'-6" 0'-6" FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE CYO \ \ 2'-6" 1\ 1\ 2'-6" 1\ 1\ 2'-6" 24'-3" \ AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE \ 11'-0" \ 4'-0" )\ 10'-6" \ 16'-4" \ 7'-2" \ GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. Z> N. 49'-0" N. 8'-5 1/2" 1\ a P z�PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST 4 C�LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TOza aw� A9 FLOOR HOLDOWN LOCATIONS. U U O wV cco� as Ua Z W O U w PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING J akz°� LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. o a` ALL CONNECTIONS TO BE SIMPSON OR EQUAL. zaw W oxza L'*'`) Oz = V INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE "~Z U`) 0 �o�5 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM w C W w o CONNECTIONS. W a z Z Ogaoczi0 J rt '6z p oOZU aLem'a LL Fx�mrt 0 0 ZZKZZ oa_ zw �� WINDOW FLASHING INSTALLATION Z PLAN AREAS _,a~zz ZLL U00 a,yRUU STEP # 3 STEP # 2 STEP # 1 am�No ilzb zaox 6 NOTE:VERIFY ALL HEADERC �ZHEIGHTS WITH SUPERVISOR MAIN FLOOR 1 897 SQ.FT. G wII NOTE:CONSTRUCTION AND APPLIANCES maa� 1"Minimum TO COMPLY WITH ENERGY CREDITS TAKEN . GA/Z BASEMENT 1 ,624 SQ.FT. ~� ENERGY CREDIT 1 a a'��►�9 [�i ' ...7 I / EFFICIENT BUILDING ENVELOPE I + ► t . } �� 'Ifi'S : /: ` WINDOWS: U=0.28 iv-�; TOTAL LIVING AREA: 3,521 SQ.FT. OWNER APPROVAL r (lir . 1 r FLOOR:=R 38 INSULATION SLAB ON GRADE R 10 ENTIRE SLAB I 1 --"--INSTALL �,. J f STORAGE / UTILITY 71 SQ.FT. INITIAL: INSTALL TYVEK HOUSE WRAP ENERGY CREDIT 2a , PAGE #: AIR LEAKAGE CONTROL&EFFICIENT VENTILATION 2/11731, �� GARAGE 739 SQ.FT. i"r AIR LEAKAGE:3.0 AIR CHANGES PER HOURSTEP B `' 1►. WHOLE HOUSE FAN PER SECTION M1507.3 INSTALL TYVEK TAPE ! �/ STEP A,,: .- �Go�. „�„�, ,��. ENTRY PORCH 126 SQ.FT. A J INSTALL TYVEK APRON BELOW ENERGY CREDIT 3a ` �• � �-WINDOW SILL HIGH EFFICIENCY HVAC EQUIPMENT Jll 66 t+l] �� VA `� Ls COVERED DECKS 180 SQ.FT. «� GAS FIRED, PROPANE, OR OIL FIRED BOILER FA li2ucTh1#U PAGE: WITH MINIMUM AFUE OR 94%. . � - - • _ STEP B- ��►S a►i�-� INSTALL VYCOR WINDOW SILL OPEN DECK 506 SQ.FT. ENERGY CREDIT 5c 11 of 19 STEP C EFFICIENT WATER HEATING GARAGE PORCH 54 SQ.FT. STEP A- INSTALL WINDOW&4"VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS -GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. GENERAL NOTES BY: © J. STERLING A94 _A9 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. N DRAFTED BY: o ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. K. ROEDER T m VERIFY HEADER HEIGHTS WITH SUPER. 2 4 0 \ ii 46'-6" 9 2 p 3 2a'-6" \�2'-0" 12'-0" 2'-0"�' ALL EXTERIOR WALLS ARE 2 x 6 16" O.C. STUDS, UNLESS NOTED 1/4" = 1' m NO VENTILATION AT FLAT ROOF- MINIMUM 2" FOAM BUILDUP A7� OTHERWISE. U.N.O. OVER SHEATHING, FIBERGLASS BATS AT TRUSS BAYS, NO AIR GAP. A7 f co - q / ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED DATE o 12"HEEL 36"HEEL `� rT OTHERWISE. z X 1- - I__ II_I-I IN — —I - - — ii — 1-5-21 • E PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER E / \ / \ , I d,,,,e�jjjjjj�jjjjj DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR / \ / V I // '/iiiiii ii i/ i////// //// LOCATIONS. 0 2-0 2-20 21 rr —, I / \ + 1/4:12 / \� FRAMING NOTES 02-21-2021 1/4:12 / 1/4:12 / + 1/4:12 Z // \\ / 'A / " A\ <i I I REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. o I // \ // \\ 4' I I I COORDINATE W/ MECH. & ELEC. FOR LOCATIONS &SIZES OF / \ / \ ,: 01) ?, a I FOUNDATION/SLAB/JOISTS BLOCKOUTS. 0 / \ / \ <,i m I 71 g. I ,,,,,,,,,, FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR i; 0 1 / \ / \ " I SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 6 8 2 Q / II \ / 4: ( 4 I j 2 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL Qy A 11 A8 r° n / ' \ I u / / / A8 PRIOR TO THE FABRICATION AND INSTALLATION.I I - Alk Ali \ 80L MFR'D. MONO ROOF TRUSSES ' JI ATTIC 24"O.C.-STANDING SEAM ROOF o / w ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED 80L N IACCESS \ MFR'D. MONO ROOF TRUSSESA w BY MANUFACTURER 11 RD ROOF DIAPHRAGM TYP. b I _ ;�, II II \ I VERIFY R38 HD INSULATION / 24"O.C. STANDING SEAM ROOF "' MFRD. MONO ROOF TRUSSES I L - `" I j 11 RD RO OFHF DIAPHRAGM TYP. //II FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE A -® 24"O.C.-TPO ROOF FINISH I A CCi Ij /� AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE 11 RD ROOF DIAPHRAGM TYP. \ GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 11 R38 HD INSULATION lit \ 180E OSB OR EQUAL. A7 v I fAl C 05 I II I I L _1 \ PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST ° . 2 4 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO CtO f � j1.5:12� 3 FLOOR HOEDOWN LOCATIONS. ai U Z = 80L �,�Q _ �Q — =_ — I�I�!� / I I1 / -I= I / �- A7 PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING BEAR NGWALL 5.5x1zcLe-EXPOSED I - I j I LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. U M 32B ® j ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Ad (110 2 Lii - - - - - I INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE I I - .-- CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM L_ CONNECTIONS. H 80L A4 1� ��Q 13 nl I MFR'D. MONO ROOF TRUSSES — I '�-- — — —.`— + T� V A ® . ` 24"O.C.-STANDING SEAM ROOF o 80L o 2 0 A] L-5 I 11 RD ROOF DIAPHRAGM TYP. N o N N .0 I R38 HD INSULATION y V M I A7� J N N o L — — — — u IL II — I PLAN AREAS N 11 7/8"BCI 6000 1.8"I"JOISTS RAFTERS I 0 I I o 00 C � a I I � C r° 24"O.C.-STANDING SEAM ROOF w50 ► SUSPENDED CANOPY PER DETAIL / Q Q o ► 11 RDRO OFF DIAPHRAGMSULATI TYP. a = — 2'-0"� MAIN FLOOR 1 ,897 SQ.FT. O U ET in \-2'-0" 1 10 24.-6" \ 12'-0" ' 2'-0"-. 0Li_ W (n N 2X10 OUTLOOKERS I 1 .5:12 m I I A7 A7 BASEMENT 1 ,624 SQ.FT. Z o LU W ID 4 �, I N � Q > � � � 8oL TOTAL LIVING AREA: 3,521 SQ.FT. o z 0 • I _ Q o Eo § w 1 I I I INDICATES 144"PLATE HT:VAULTED PER PLAN STORAGE / UTILITY 71 SQ.FT. m CV < c9 1 - - - - - - - VENTILATION NOTCH AIR BAFFLE Q A8 ♦ = I _ t STANDING SEAM METAL ROOF BCI RAFTER A8 , GARAGE 739 SQ.FT. Q =thil_H_____ I 31B ,�Q II 55XI2GD I I INDICATES121.125"CEILINGHT. I 7/16"SHEATHING R-38HDINSULATION SSXISGLB-EXPOSED I BEARING WALL 11�-_._ iV TOP@108" Zfl . ENTRY PORCH 126 SQ.FT.____r_ f________ _ z ,y„ ���_�.�_� — — — —� —� — dZI ,I,/ X 10 \uln 3/4"WEB n CO I,h 0 80L INDICATES 109.125°CEILING HT. 2 X 12 FASCIA OUTLOOKER STIFFNER COVERED DECKS 180 SQ.FT. W 2XNAILER <-' H II II II I II II I Et \ 6'-0" \1'-6"\ PROVIDE VENTING AT EAVES AND ROOF TO WALL CONDITIONS STRIP VENT OPEN DECK 506 SQ.FT. O ENCLOSED SOFFIT -_D VENTED BLOCK 1222� 2'-01, - 19 5/8"SHEETROCK ' GARAGE PORCH 54 SQ.FT. z U A7_ — 2X10 TAILS AT OVERHANG CONDITIONS (TRIM AT 8" HEEL) I BUILT UP 3 1/2"SHEETROCK _ Q Q 2X10 OUTLOOKERS AT EAVESRAKE WALL 2 X 6 WALL ' z MFR'D. MONO ROOF TRUSSES io 24"O.C. R 21 INSULATION z Q STANDING SEAM ROOF io N ► 11 RD ROOF DIAPHRAGM TYP. M 2' OVERHANGS UNO w LI- R38 HD INSULATION — I I I _1LL z N • 2X12 FASCIA 0 I 0 Q CO c\ J ROOF FRAMING NOTE Lii 2 - ROOF DIAPHRAGM IS 11 RD ROOF EAVE DETAIL @ "I" JOIST RAFTER 0 W I I I N0 ► 13 SCALE: 1/2=1' w �+-+ Iy ♦ A7 - EXTERIOR PONY WALLS AT ROOF POP-UPS ARE 1 PW, TYP. z w' Q — 7 L — I I I I i 11 — - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. O (^ (� — — ]� — 11 7/8"BCI 6000 1.8 RAFTER 24"O.C. v, w 5.5X16.5GLB-EXPOSED AT CANTILEVER 12"HEEL 40 12 3 STANDING SEAM METAL ROOF\ O W TOP OF BEAM IS TOP OF PLATE _ PAD UP BEAM AT CANTILEVER II I I X STANDING SEAM METE. A9 J /I •1 1/2 7/16"SHEATHING 7/16"SHEATHING X 12 . 2 3 AIR BAFFLE W/1"GAP AIR BAFFLE W/1"GAP 1 1/2 0 2'-0" \ 38'-0" \ 1'-6"\ VENTED BLOCK O A7 11 7/8"BCI 6000 1.8 VENTED BLOCK\ N- -- RAFTER 24"O.C. • - ALUM. DRIP EDGE . àiiISk I 2X12FASCIA I 2X10TAIL ®�"'-- - I GUTTER TAIL �'I • ' 2X12FASCIA I 2X10 " ZLLZa ® � �4, — wooer 4 STRIP VENT h •— Z U — 5/8"SHEETROCK OmwI-- z�a A9 ENCLOSED SOFFIT STRIP VENT�j 3/4"WEB STIFFNER / w�o� I 5/8"SHEETROCK ENCLOSED SOFFITS �� ( accg"; I 2'-0" R-38 HD INSULATION' zwOow I < 2-0 �./ �k'gZ1 3/4"WEB STIFFNER -�-� 1/2"SHEETROCK oaw° UYm I R38HDINSULATION _� 2 X 6 WALL (n =W¢§W 1/2"SHEETROCK v ZXwwa R-21 INSULATION 1 -- R-21 INSULATION 3WNNN 2 X 6 WALL �� Z W42,2 NE- a �3� zx�zz� �0 w a 12 ROOF EAVE DETAIL @ "I" JOIST RAFTER ROOF EAVE DETAIL @ "I" JOIST RAFTER Mort �z W SCALE: 1/2=1' SCALE: 1/2=1' o o i cHi 0 aWr?m¢ II F=z N i zz� z --U'UV77 MEMBRANE TO CONTINUE WT 6X11 W(2)5/8"DIA wolaa STANDING SEAM METAL ROOF WATERPROOF OVER TOP OF PARAPET BOLTS THROUGH LL 000�° . 12 X MEMBRANE ROOF STUDS PER STRCTRL z W moo 12 7/16"SHEATHING STANDING SEAM METAL ROOF 1/4 METAL CAP 0 ��No PARAPET WALL TOP 5/8"DIA ROD WITH a m ~o 7/16"SHEATHING zwzQ X MANUF.TRUSS HEEL VARIES AIR BAFFLE W/1"GAP\ VENTILATION NOTCH24"ABOVE 132 PLATE R. 000z ►- 7/16"SHEATHING • 000x AIR BAFFLE W/1"GAP TURNBUCKLE,CLEVIS 1 .5 12 AIR BAFFLE W/1"GAP I @ W/7/8 PIN.PROVIDE0MANU.TRUSS STANDING SEAM METAL ROOF ► FOAM BUILDUP FOR DRAIN SLOPE MANUF.TRUSS WHERE NEEDED PIPE SHEATHTOR-49INSULATION 7/16"SHEATHING 1 •5 X - RESIST WIND UPLIFT =o�° OUTLOOKER —II 2 X 12 FASCIA \ • R-49 INSULATION �Z � � ��������������������._— �, PER STRUCTURAL W A I� I ,x, ► HEEL VARIES ��������������. lR II'i STRIP VENT VENTED 2 X 9U ALUM. DRIP EDGE ,�„�IL 12"HEEL / a�WAS, ' ��itr. OWNER APPROVAL VENTED BLOCK BLrrrOCK OUTLOOKER I • 5/4 X 12 FASCIA ! WT 6X11 W(2)5/8"DIA. +�$ ENCLOSED SOFFIT GUTTER I 2'-O" n 2XNAILER 2 X 10 TAIL ' '�� 11 MANUFACTURED TRUSSES BOLT THROUGH BEAMIPM11211X18111FIRIIA:1-N-G ►.t i• ,i ,A \ \ I Ii : / 1► ------ COUNTER BORE •I • STRIP VENT 2 X 12 PRIMED FASCIA u --ice @ 24"O.C. �'� W/HANGERSIl " " 111�,® , INITIAL: ���� 5/8"SHEETROCK , l'► PAGE#: �l� ��� ENCLOSED SOFFIT STRIP VENT UNDERSIDE �i!� I _ VENTED BLOCK 2X12 FASCIA,6X10 DF#2 �� , 5/8"SHEETROCK R 49 INSULATION l' �- „44,14.4:0„ ►� 5/8"SHEETROCK BUILT UP R-49 INSULATION ENCLOSED SOFFIT R 21 INSULATION 1/2"SHEETROCK RAKE WALL 21_DI, ; 1/2"SHEETROCK 5/8"SHEETROCK 2 X 6 WALL1/2"SHEETROCK NEXT. SIDING 1X6 T&G FINISH EQ Y PROVIDE STRIP VENTS A7 1/2"SHEETROCK R-21 INSULATION 2'-0" - OVERHANGSEE PLAN FOR DIM. c—,/ R-21 INSULATION 2 X 6 WALL I I HIGH AND LOW t PER PLAN ; 2X6 WALL 2 X 6 WALL A/ I gAJ€Igu fZ% 5'T�n,P Es PAGE: 2 X 10 TRUSS TAIL DETAIL ROOF EAVE DETAIL @ TRUSS RAKE i \ TYPICAL EAVE DETAIL TRUSS @ PARAPET DETAIL SUSPENDED CANOPY a 3t/P.L+�T+'i-' 1 SCALE: 1/2= 1' SCALE: 1/2"=1' 3 SCALE: 1/2"= 1' 9 SCALE: 1/2= 1' 1 0 SCALE: 1/2= 1' Ics a141-1 12 of 19 - ASSEMBLIES AND FINISHES DESIGNED BY 117.375" NOTE: MATERIALS, FINISHES AND COLORS INDICATED IN ELEVATIONS TO J. STERLING 35'MAX COMPLY WITH LEEWARD LANDING HOA STANDARDS,SUBJECT TO APPROVAL N BUILDING HT. o DRAFTED BY: N METAL ROOF, VENTED EAVES, ROOF SHEATHING PER 1 STRUCTURAL, MFR.TRUSSES 24" O.C. HEELS AND TAILS K. ROEDER 111 .62' PER STRCTRL., 2X12 FASCIA, R-49 INSULATION AT ca NOTE:VERIFY ALL HEADER CONDITIONED SPACE, 5/8" GWB CEILING. c, OVERALL HEIGHTS WITH SUPERVISOR w BUILDING HT. TPO WATERPROOF MEMBRANE OVER 2" MIN FOAM Aca r N / - - - - 2 BUILDUP, PARAPET AND ROOF SHEATHING PER 1/4" = 1' U.N.O. -. STRUCTURAL, MFR.TRUSSES 24" O.C. HEELS PER v ����Y co / PLATE �;' ;' ;' &' �';' �';' 0 - STRCTRL., R-49 INSULATION, 5/8" GWB CEILING. DATE d UPPER PLATE HT. a a w @ TOP OF GREAT MITI — CONTINUOUS ALUMINUM GUTTER AT EAVES, 2X12 TK z CEDAR FASCIA. COLLECTORS AT PARAPET 1-5-21 ROOM VAULT N = 3 E PLATE _- INTERRUPTIONS. DOWNSPOUTS PER ELEVATION FEED LOWER PLATE HT. / / / 'u _ _ - INTO ©TOP OF GREAT HDR. 12 1X6 T&G WITH CONTINUOUS STRIP VENTAT EAVES, (B) 02-02-2�21 ROOM VAULT I 12 4 FIBER CEMENT, 2X12 TK CEDAR FASCIA.AT LOW 1.5 CLEARANCE CONDITION BOX OUT SOFFIT TO ROOF PLANE 02-21-202,� 1 1.5 BELOW, METAL CLAD. �+-"" HORIZ. LAP SIDING, FIBER CEMENT SMOOTH @ 7" I =MEIII illiiiiimiLF____- ._ AL -,- 5 EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE ■ INSIDE CORNERS AND VERIFY FENESTRATION TRIM / - _ - -- TYP.WINDOW HEADERS I \ ' ENGINEERED WOOD PANEL SIDING. PRIMED SPRUCE o \ _ W373� W363016 PI• 6 INSIDE CORNERS AND VERIFY FENESTRATION TRIM, X 01) >. \ MINI METAL OUTSIDE CORNERS Z M _ — rR X GREAT ROOM W392060 PICV382060 PIC PANEL SIDING, SMOOTH FIBER CEMENT. X METAL OUTSIDE O 184666 PI 7CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY - -- FENESTRATION TRIM. N O ti 2 N I BUILT OUT COLUMN PER STRUCTURAL. MASONRY VENEER o - MI i 8 AT COVERED ENTRY, SMOOTH FIBER CEMENT PANEL -0 E ,. 11 [r SIDING AT BACK DECK. 94.0' MAIN FLOOR Ar =I 1 I I �- ' ° a GLASS PANEL DECK RAILING, 24 X 24 PAVER DECKING OVER N 12 5/8"FLOOR SYSTEM 1,I ;y- % 9 FRAMING PER STRUCTURAL. FIBER CEMENT DECK FASCIA C ° - PLATE HT. — INSTALL WITH SPACERS TO FINISH PROUD OF WRAPPED N COLUMN SKIP SHEATH UNDERSIDE. 6ag ICIO TYP.WINDOW HEADERS = BEAM PER PLAN- NATURAL FINISH IF EXPOSED N 9 10 E U co i° SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 q 524660 PI = 11 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, UM) f° N o LIVING o c a 1/2" GWB INTERIOR FINISH w L_ FLOOR FRAMING PER STRUCTURAL. R-30 INSULATION 82.85' 12 OVER CRAWLSPACE. E BASEMENT FLOOR U SUSPENDED AWNING PER STRUCTURAL. METAL ROOF 0 -7z - - - - - / _1_= ° 1 3 FINISH, 2X12 TK CEDAR FASCIA. 1X6 T&G FINISH AT N u / / UNDERSIDE WITH HIGH AND LOW STRIP VENTING. N 2 Z12 5/8"FLOOR SYSTEM 1, j 82.375' + I M �II�I _�_ ��I�I —. _ TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING OR SOFFIT, Q OV AVG. ORG. ° 1 4 1/2" GWB FINISH, VERIFY STRUCTURAL PER PLAN. • O e GRADE °° LL W (/) N 1 Z 0 LU J 'SACKED' FINISH AT EXPOSED CONCRETE 0 ~ ~ c IY Q Q � M E 1 5 VERIFY WALKWAY AT PERIMETER LIJJ z IY 0 , rn J cO Q O' 00 in. METAL CHIMNEY CAP 00 2 N < M 16 Q BUILDING SECTION 1 z co Q �H/A, LL 117.375" 0 2 o 35'MAX IL BUILDING HT. U Zw0Q F _ z Z 111 .62' NOTE:VERIFY ALL HEADER Z OVERALL HEIGHTS WITH SUPERVISOR w W W CN BUILDING HT. A 0 ' Q Z CO - - - - V/ / PLATE \ N CD UPPER PLATE HT. f , Il�fi � Q @ TOP OF GREAT r, Vw N ROOM VAULT N LL PLATE LOWER PLATE HT. / / Q ©TOP OF GREAT HDR. - I _ p p 0 0 0 0 0 H H 1] Q ROOM VAULT TOP OF PARAPET(VERIFY) - _ -9. - - , -. _ Et - 12 ., I . 12 0 W "eN 1.51 —1= 1 1 —.1= 1 1 0 1 1 1111�11 PLATE A 1 1 1 1 1 1 1 e 1 1— 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A2 M BEAM @SUS.CANOPYW W223 W23301 WIN W243� 016AWN iWELI W253l :--------______T_T________________1.5 O ir TYP.WINDOW HEADERS �I o 9' 1 i4 W29 3 W30 3016W31 3 o I 1I co CO W28 2646 CASE a ¢o co 01 LL � wooer N DECK MASTER BEDROOM MASTER BATH ELEVATOR MASTER LAUNDRY GARAGE o GARAGE °° oowa M \ CLOSET I Z awe p a - � a rn N W ii e zwOUw — I K ¢m O ii'Ea_ ¢ 0 94.0' �' \ 0 °w��� -�, o >WZ MAIN FLOOR Ar 12 5/8" FLOOR SYSTEM yV I ° ° LIJ - - ., (" -'`I'; PLATE HT. A, A - ' I' f n �3aao W ,�=LL aao0o 573016P1 W583016P1C �Z�F- TYP.WINDOW HEADERS V o o 2 o zwcn 'F 22Z,. Z zZ�Zo (' 1 PLAN AREAS °QOQa . 7UU«� /\ , I M Q N5� a 0 0 / W593050CASEWii 60305SEW613050CASE MAIN FLOOR 1 ,897 SQ.FT. aao OFFICE BEDROOM #2 UTLTY PORCH ° J aw��LL m��o l � \ ° BASEMENT 1 ,624 SQ.FT. a»z FZU� �¢L0 ODmQ 82.85' TOTAL LIVING AREA: 3,521 SQ.FT. m L,` ° BASEMENT FLOOR ! rl STORAGE / UTILITY 71 SQ.FT. / / ° a / OWNER APPROVAL 12 5/8"FLOOR SYSTEM GARAGE 739 SQ.FT. 82.375' INITIAL: AVG.ORG. CRAWLSPACE I ENTRY PORCH 126 SQ.FT. PAGE #: GRADE COVERED DECKS 180 SQ.FT. A8 OPEN DECK 506 SQ.FT. r ° PAGE: ___----- GARAGE PORCH 54 SQ.FT. 1 ° I BUILDING SECTION 2 13 of 19 ASSEMBLIES AND FINISHES DESIGNED BY: NOTE: MATERIALS, FINISHES AND COLORS INDICATED IN ELEVATIONS TO J. STERLING COMPLY WITH LEEWARD LANDING HOA STANDARDS,SUBJECT TO APPROVAL N A DRAFTED BY: r - METAL ROOF, VENTED EAVES, ROOF SHEATHING PER 117.375" 1 STRUCTURAL, MFR.TRUSSES 24" O.C. HEELS AND TAILS K. ROEDER , 35'MAX PER STRCTRL., 2X12 FASCIA, R-49 INSULATION AT ca BUILDING HT. CONDITIONED SPACE, 5/8" GWB CEILING. c, U- TPO WATERPROOF MEMBRANE OVER 2" MIN FOAM ;, 2 BUILDUP, PARAPET AND ROOF SHEATHING PER 1/4" = 1' U.N.O. 111 .62' NOTE:VERIFY ALL HEADER STRUCTURAL, MFR.TRUSSES 24" O.C. HEELS PER STRCTRL., R-49 INSULATION, 5/8" GWB CEILING. DATE o OVERALL HEIGHTS WITH SUPERVISOR BUILDING HT. CONTINUOUS ALUMINUM GUTTER AT EAVES, 2X12 TK z r N 3 CEDAR FASCIA. COLLECTORS AT PARAPET 1-5-21 E INTERRUPTIONS. DOWNSPOUTS PER ELEVATION FEED a UPPER PLATE HT. INTO @ TOP OF GREAT I y ` __ _�____ 4 12 02-02-2021 1X6 T&G WITH CONTINUOUS STRIP VENTAT EAVES, (B) ROOM VAULT `-----____ 1 'S 4 FIBER CEMENT, 2X12 TK CEDAR FASCIA.AT LOW LOWER PLATE HT. 12 __ __ CLEARANCE CONDITION BOX OUT SOFFIT TO ROOF PLANE � 1.5 —� _ BELOW, METAL CLAD. �2-21-2�21 @ TOP OF GREAT W644016 PIC W634 HORIZ. LAP SIDING, FIBER CEMENT SMOOTH @ 7" 12 iiin ROOM VAULT TOP OF PARAPET(VERIFY) i 5 EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE 1.5 INSIDE CORNERS AND VERIFY FENESTRATION TRIM CV PLATE II" _ - ENGINEERED WOOD PANEL SIDING. PRIMED SPRUCE01) 1 6 INSIDE CORNERS AND VERIFY FENESTRATION TRIM, X g. OE METAL OUTSIDE CORNERS 6 — EN 0 X M ii LJ N _ z.., s TYP.WINDOW HEADERS II - II — 1 11 PANEL SIDING, SMOOTH FIBER CEMENT. X METAL OUTSIDE W o W06 3 W05 3 W04 3 I III7CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY10 °' M io — L ,� FENESTRATION TRIM. bo W02 2060 Plc GARAGE :,_ BUILT OUT COLUMN PER STRUCTURAL. MASONRY VENEERma ft) IT �' 8 AT COVERED ENTRY, SMOOTH FIBER CEMENT PANEL N b o ..... SIDING AT BACK DECK. 73 ..! -- —■ I� N N _ GLASS PANEL DECK RAILING, 24 X 24 PAVER DECKING OVER N ___ 9 FRAMING PER STRUCTURAL. FIBER CEMENT DECK FASCIA 94.0' 11= ___ ....... .... ........ ... - INSTALL WITH SPACERS TO FINISH PROUD OF WRAPPED0 COLUMN-SKIP SHEATH UNDERSIDE. g, MAIN FLOOR Ar - „ a .= a ° Q a ° a BEAM PER PLAN- NATURAL FINISH IF EXPOSED 12 5/8"FLOOR SYSTEM IM PLATE HT. Ar 1 0 t ------------------------------------------------------------------------- U TYP.WINDOW HEADERS a SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 / 11 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, CO 1 1/2" GWB INTERIOR FINISH w J_ L_ ' FLOOR FRAMING PER STRUCTURAL. R-30 INSULATION 1 2 OVER CRAWLSPACE. E o U z SUSPENDED AWNING PER STRUCTURAL. METAL ROOF 0 82 85' 13 FINISH, 2X12 TK CEDAR FASCIA. 1X6 T&G FINISH AT ( U UNDERSIDE WITH HIGH AND LOW STRIP VENTING. N 2 BASEMENT FLOOR op O) TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING OR SOFFIT, Q O 14 1/2" GWB FINISH, VERIFY STRUCTURAL PER PLAN. O Vi Z12 5/8"FLOOR SYSTEM Li_ w co .- N 82.375' z Q Q i_ 1` 0 'SACKED' FINISH AT EXPOSED CONCRETE M AVG.ORG. 5 VERIFY WALKWAY AT PERIMETER LU (3 � 0 � GRADE _ - 00 U Q 0 m 5 METAL CHIMNEY CAP CO N < c'") 16 Q 5 BUILDING SECTION 3 z u; / w 117.375" I- 35'MAX Et BUILDING HT. 0 0 Li- 0W0 111 .62' z W U Q NOTE:VERIFYALL HEADER H Z OVERALL HEIGHTS WITH SUPERVISOR Z fli7 ' 'Z Q BUILDING HT. Ar N / 4,- 12 w LI— W ., N— � / I -- i15. U L.L z cv CO UPPER PLATE HT. �� J CD @TOP OF GREAT r, — ROOM VAULT c" -- -- � I I I LOWER PLATE HT. / / / 12 .- -_ — 4 1 2 w �++ w N @TOP OF GREAT 1 .5 _ III .25 Z L�L ROOM VAULT TOP OF PARAPET(VERIFY) 0 12 4646 PI 13 5046 PI 0Ct W / PLATE — / == ILLI J co M I 0 E? TYP.WINDOW HEADERS _ / i I . / \ N. o / z- - / En z? - - co i - PANTRY 154666 PI ENTRY HALL MASTER BATH _, „ (fl , O Tr: I O /I� :::: VJ■0 165066PI co 7:2 \ Z ,ceo2 �a�5, � ril . I O o ?W�Uw O Zx Q H 1 ��� �3UYm 94.0' = = ¢ W z�wwa MAIN FLOOR Ar - r 4 4 4 4 4 '7 --- -/ U Z xi�� 12 5/8"FLOOR SYSTEM I V _ ELEVATOR MO PLATE HT. AI jzxa w�¢w- HVAC SOFFIT • _g UJ ~o, .cc cc zx� - � w�ww0 TYP.WINDOW HEADERS z a ao p / f �,^\� � V Oa'SUZ O O Z W2ZtUK !\\s‘ 'l �— PLAN AREAS N33�Z z z�a Z EXERCISE ROOM CLOSET i o BATH HALL • _ �UZ» m�-�� r \ 000ww r / ip! = MAIN FLOOR 1 ,897 SQ.FT. J 941) L N LL / 82 85' BASEMENT 1 ,624 SQ.FT. D ,2, 000x �w BASEMENT FLOOR TOTAL LIVING AREA: 3,521 SQ.FT m i 7 , yz / / STORAGE / UTILITY 71 SQ.FT. / / 12 5/8"FLOOR SYSTEM _. ~� OWNER APPROVAL 82.375' . � GARAGE 739 SQ.FT. AVG. ORG. a ° GRADE INITIAL: ENTRY PORCH 126 SQFT. PAGE#: COVERED DECKS 180 SQ.FT. OPEN DECK 506 SQ.FT. A9 GARAGE PORCH 54 SQ.FT. PAGE: BUILDING SECTION 4 14 of 19 A PLAN AREAS ASSEMBLIES AND FINISHES DESIGNED BY 117.375" NOTE: MATERIALS, FINISHES AND COLORS INDICATED IN ELEVATIONS TO J. STERLING 35'MAX COMPLY WITH LEEWARD LANDING HOA STANDARDS,SUBJECT TO APPROVAL BUILDING HT. MAIN FLOOR 1 ,897 SQ.FT. DRAFTED BY: o METAL ROOF, VENTED EAVES, ROOF SHEATHING PER BASEMENT 1 ,624 SQ.FT. 1 STRUCTURAL, MFR.TRUSSES 24" O.C. HEELS AND TAILS K. ROEDER 111 .62' PER STRCTRL., 2X12 FASCIA, R-49 INSULATION AT NOTE:VERIFY ALL HEADER T CONDITIONED SPACE, 5/8" GWB CEILING. c, OVERALL HEIGHTS WITH SUPERVISOR TOTAL LIVING AREA: 31 ,521 SQ.FT. TPO WATERPROOF MEMBRANE OVER 2" MIN FOAM BUILDING HT. Ar N - 16- _ 2 BUILDUP, PARAPET AND ROOF SHEATHING PER 1/4" = 1' U.N.O. -. STRUCTURAL, MFR.TRUSSES 24" O.C. HEELS PER co STORAGE / UTILITY 71 SQ.FT. STRCTRL., R-49 INSULATION, 5/8" GWB CEILING. -:�- - DATE o UPPER PLATE HT. + 4B CONTINUOUS ALUMINUM GUTTER AT EAVES, 2X12 TK z @ TOP OF GREAT - GARAGE 739 SQ.FT. 3 CEDAR FASCIA. COLLECTORS AT PARAPET 1-5-21 z ROOM VAULT 3 INTERRUPTIONS. DOWNSPOUTS PER ELEVATION FEED a LOWER PLATE HT. / .� W14 4646 PIC W13 5046 PIC W12 4646 PIC ENTRY PORCH 126 SQ.FT. INTO @ TOP OF GREAT / 7 — 1X6 T&G WITH CONTINUOUS STRIP VENT AT EAVES, (B) 02-02-2021 ROOM VAULT TOP OF PARAPET(VERIFY) 3 _�I 2 COVERED DECKS 180 SQ.FT. 4 FIBER CEMENT, 2X12 TK CEDAR FASCIA.AT LOW '(' 6 �_— CLEARANCE CONDITION BOX OUT SOFFIT TO ROOF PLANE 02-21-202,� __ BELOW, METAL CLAD. PLATE 3 13 �10 OPEN DECK 506 SQ.FT. HORIZ. LAP SIDING, FIBER CEMENT SMOOTH @ 7" 5A EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE 3 . 1 1 , 5 10 i, GARAGE PORCH 54 SQ.FT. INSIDE CORNERS AND VERIFY FENESTRATION TRIM < M _ w19 3966 Plc ENGINEERED WOOD PANEL SIDING. PRIMED SPRUCE TYP.WINDOW HEADERS o ( 6 INSIDE CORNERS AND VERIFY FENESTRATION TRIM, X CY) E• M METAL OUTSIDE CORNERS X -' gi PANEL SIDING, SMOOTH FIBER CEMENT. X METAL OUTSIDE (1) W 7 CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY 0 7 o FENESTRATION TRIM. N - N - rj `• II BUILT OUT COLUMN PER STRUCTURAL. MASONRY VENEER o I 8 AT COVERED ENTRY, SMOOTH FIBER CEMENT PANEL - SIDING AT BACK DECK. 94.0' li MAIN FLOOR - - { 9 ,- 1 GLASS PANEL DECK RAILING, 24 X 24 PAVER DECKING OVER N r 12 5/8"FLOOR SYSTEM 1��T �I. 9 FRAMING PER STRUCTURAL. FIBER CEMENT DECK FASCIA- C g PLATE HT. Ar INSTALL WITH SPACERS TO FINISH PROUD OF WRAPPED N I COLUMN-SKIP SHEATH UNDERSIDE. e TYP.WINDOW HEADERS11 BEAM PER PLAN- NATURAL FINISH IF EXPOSEDIM 0 IN 54 3060 CASES W49 4060 PIC W46� 4060 PIC N 1 O• W56 3016 PIC W55 3016 PIC \ 1 1 1 U 15� 6 -115 SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 \ \ 1 1 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, N o / / 1/2" GWB INTERIOR FINISH iL II UM) _1 L_ 8 / • 8 I 8 8 FLOOR FRAMING PER STRUCTURAL. R-30 INSULATION - 12 OVER CRAWLSPACE. E 82.85' o I i BASEMENT FLOOR • SUSPENDED AWNING PER STRUCTURAL. METAL ROOF 0 / / - - - _ _ _ _ 1; 1 p; t —1 9 „ Q 13 FINISH, 2X12 TK CEDAR FASCIA. 1X6 T&G FINISH AT N U UNDERSIDE WITH HIGH AND LOW STRIP VENTING. c\l 2 12 5/8" FLOOR SYSTEM CO O) 82.375' 17 II TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING OR SOFFIT, Q AVG. ORG. L 1 4 1/2" GWB FINISH, VERIFY STRUCTURAL PER PLAN. O u GRADE - f Z E W LU M -o 'SACKED' FINISH AT EXPOSED CONCRETE - Q Q ~ VERIFY WALKWAY AT PERIMETER W , 0 r0 /� � __ 15 _, z coQ § _i, . J METAL CHIMNEY CAP 00 2 N Q '� 16 Q 5 NORTH ELEVATION z co A Q w H 117.375" rEt 35' MAX O I I I O BUILDING HT. Li- Q Lll U z U Q L1J H _ Z 111 .62' z ^/ Z Q NOTE:VERIFY ALL HEADER I� OVERALL HEIGHTS WITH SUPERVISOR BUILDING HT. A 1 w w N r - CN N 1 U z i oor CO UPPER PLATE HT. + 4B J @ TOP OF GREAT 6 0 ROOM VAULT - `.J I ' I fl LOWER PLATE HT. / / _ L - _ 1 4 Z Q @ TOP OF GREAT W68 4016 PIC W67 4016 PIC W66 4016 PIC W65 4016 PIC I T 2 L 7 O ROOM VAULT TOP OF PARAPET(VERIFY) 1111 ill /__ _ _ _ _ _ PLATE _ _ 3 I 1 13 I I ' 0 LLI 3 10 j . 5 ?� 3 �O M W11 2666 PIC r 1 0 I L ti io TYP.WINDOW HEADERS [ 11 11 1 _ 4 � I � q � � CO Co0 5 `'' -' ,W07 2616 PI 8 , W37 3016 PIC W36 3016 PI U) I r Z U> 7(',_ Q ZLLZ� Emma. Ng L - NM O - I l W Z LLO N O - '48a El I b Co 5 aZ°U§ N - r o 0= zZ� n ; I ! - K K a m O W40 2060 PICA W38 2060 PIC I • o M4tityZDI:I1]JCO — 0 w w — 80 94.0 x=Za Zw0 MAIN FLOOR Ar 9 L — �_' - - =�-oo ' wF 12 5/8" FLOOR SYSTEM 1 5 W m,c x a PLATE HT. Ar dEML - I J w=Wwo T°O ��aaz w z�a LL aa°°o TYP.WINDOW HEADERS _p I 61 _ I ECL~ ° CZ I . , a0o8Z "I LII _I 1 �_ �oz�� l `ti ...._ / .._.= i6 ,.. =zsaz W45 3016 AWN W44 3016 FIX AWN W4+16 AWN I W42 4016 AWN OBSC?_ r� O_ `Z W°U I7 ,vi W41 2020 CASEo o 0 0 w w O Z CoZF00 W HZ amu~jF0 0002 FZU, g Q 82.85' ° om . > ° wago BASEMENT FLOOR W 7,Z / ..w. 9- / / OWNER APPROVAL 12 5/8" FLOOR SYSTEM 82.375' INITIAL: AVG.ORG. PAGE #: GRADE '\ 1 0 PAGE: WEST ELEVATION 15 of 19 PLAN AREAS ASSEMBLIES AND FINISHES DESIGNED BY: NOTE:MATERIALS,FINISHES AND COLORS INDICATED IN ELEVATIONS TO J. STERLING COMPLY WITH LEEWARD LANDING HOA STANDARDS,SUBJECT TO APPROVAL MAIN FLOOR 1 ,897 SQ.FT. DRAFTED BY: o METAL ROOF,VENTED EAVES, ROOF SHEATHING PER 117.375" BASEMENT 1 ,624 SQ.FT. I STRUCTURAL, MFR.TRUSSES 24"O.C. HEELS AND TAILS K. ROEDER s PER STRCTRL., 2X12 FASCIA, R-49 INSULATION AT 35'MAX T CONDITIONED SPACE, 5/8" GWB CEILING. s BUILDING HT. TOTAL LIVING AREA: 3,521 SQ.F 1. TPO WATERPROOF MEMBRANE OVER 2" MIN FOAM LL 9) 2 BUILDUP, PARAPET AND ROOF SHEATHING PER 1/4" = 1' U.N.O. -0 STORAGE / UTILITY 71 SQ.FT. STRUCTURAL, MFR.TRUSSES 24"O.C. HEELS PER �, 111 .62' NOTE:VERIFYALLHEADER STRCTRL., R 49 INSULATION, 5/8" GWB CEILING. DATE d OVERALL HEIGHTS WITH SUPERVISORII CONTINUOUS ALUMINUM GUTTER AT EAVES, 2X12 TK z BUILDING HT. A _ _ GARAGE 739 SQ.FT. 3 CEDAR FASCIA. COLLECTORS AT PARAPET 1-5-21 E N / INTERRUPTIONS. DOWNSPOUTS PER ELEVATION FEED a / _ r ENTRY PORCH 126 SQ.FT. INTO 02-02-2021 UPPER PLATE HT. + 4B 1X6 T&G WITH CONTINUOUS STRIP VENT AT EAVES, (B) @ TOP OF GREAT COVERED DECKS 180 SQ.FT. 4 FIBER CEMENT, 2X12 TK CEDAR FASCIA.AT LOW ROOM VAULT CLEARANCE CONDITION BOX OUT SOFFIT TO ROOF PLANE 02-21-2021 LOWER PLATE HT. / / _ - _ _ OPEN DECK 506 SQ.FT. BELOW, METAL CLAD. HORIZ. LAP SIDING, FIBER CEMENT SMOOTH @ 7" @ TOP OF GREAT ll� ROOM VAULT TOP OF PARAPET(VERIFY) I II ,. 7 3 5 EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE GARAGE PORCH 54 SQ.FT. INSIDE CORNERS AND VERIFY FENESTRATION TRIM - 644016PIC W634016 IC/ 4 N PLATE 3 �_` IIIIII © ENGINEERED WOOD PANEL SIDING. PRIMED SPRUCECY) ¢ - - 6 INSIDE CORNERS AND VERIFY FENESTRATION TRIM, X r4 3 4 , METAL OUTSIDE CORNERS 6 X _ _ c' _� _ 4 _ 10 \�� .- 4 PANEL SIDING, SMOOTH FIBER CEMENT. X METAL OUTSIDE 10 W `� TYP.WINDOW HEADERS -7 - t 7 CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY o 1.1 �� FENESTRATION TRIM. `'' �� W06 3016 PIC�W05 3016 PIC�W04 3016 PIC L 6 -W35 3016 PIC W34 3016 PIC W33 3016 PIC W32 3016 PIC i BUILT OUT COLUMN PER STRUCTURAL. MASONRY VENEER o 8 AT COVERED ENTRY, SMOOTH FIBER CEMENT PANEL 7_ ,- 8 SIDING AT BACK DECK. 17•3 ,,, N _ O , •I N °° �' GLASS PANEL DECK RAILING, 24 X 24 PAVER DECKING OVER 4.1 9 FRAMING PER STRUCTURAL. FIBER CEMENT DECK FASCIA C ° - W032060 PI 01 2060 PI INSTALL WITH SPACERS TO FINISH PROUD OF WRAPPED N• 94.0' 02 2060 PI COLUMN-SKIP SHEATH UNDERSIDE. z - BEAM PER PLAN- NATURAL FINISH IF EXPOSEDIM N MAIN FLOOR—: 12 5/8" /FLOG/' / / / — — — — it _ J\ 1 O _ PLATE HT. / SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 TYP.WINDOW HEADERS _ 11 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, CO vi - / 1/2" GWB INTERIOR FINISH di L_ FLOOR FRAMING PER STRUCTURAL. R-30 INSULATION 1 2 OVER CRAWLSPACE. E b o o O SUSPENDED AWNING PER STRUCTURAL. METAL ROOF 0 13 FINISH, 2X12 TK CEDAR FASCIA. 1X6 T&G FINISH AT 82.85' UNDERSIDE WITH HIGH AND LOW STRIP VENTING. co 2 op BASEMENT FLOOR TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING OR SOFFIT, Q O o _ 14 1/2" GWB FINISH,VERIFY STRUCTURAL PER PLAN. o En / / /12 5/8"FLOOR SYSTEM z ; I .g 2 82.375' 'SACKED' FINISH AT EXPOSED CONCRETE L r` � AVG. ORG. 0 U 15 VERIFY WALKWAY AT PERIMETER W r 0 , a7 GRADE J ; Q O' METAL CHIMNEY CAP m Q N < co 16 Q 5 SOUTH ELEVATION z u; w / 117.375" / F- 35'MAX 0 2 BUILDING HT. z0w0 Q 111.62' NOTE:VERIFY ALL HEADER 1 HEIGHTS WITH SUPERVISOR OVERALL Z BUILDING HT. w aj N 1 - J U I 0 zz CO UPPER PLATE HT. 0) @ TOP OF GREAT r n J 3 ROOM VAULT I— V an. N. L . / / LOWER PLATE HT. LLJ W W Ct 4B @TOP OF GREAT �I� 2 TOP OF PARAPET(VERIFY) ROOM VAULT 1 4ct El3 6 0 W — :N. E iii _______ I" PLATE N O W 2 fl Mr ' / \ %, 0 4 5 111 \` 27 5016 PIC 26 3016 AWN 25 3016 AWN 24 3016 AWN 23 3016 FIX AWN 22 3016 AWN TYP.WINDOW HEADERS/ io - N. J 0 W71 3610 SCREENED OPENING — ifl q up 18 4666 PIC m ♦^ vJZ> 5 _ - W69 3610 SCREENED OPENING `fl Z LL Z J/f wooer J z Mg ._ 7 - - 7 pOWK W28 2646 CASE _ °D ZD N O H8,64 W70 3610 SCREENED OPENING / ~zZ~ L Lamo � UYi- 72 3610SCREENEDOPENING940' zaww _ — — — — — • —- 9 — — A MAIN FLOOR > W r"N, 12 5/8" FLOOR SYSTEM �H�oo „ �� PLATE HT. w -�z=a 10 COS F2 w�W z= t wvO TYP.WINDOW HEADERS w a o x o 6 N. _ _ / ,00 \\\\\\ 583016 PIC W57 arto Hzo 1 OZUU a��m'a �Ozb 15 1x!!! � o� 1 O z UzW_ C7UIII Q N� dp � � � ` 'c :L6- ''' . '/ 1111!1_1:11 60 3050 FIX CASE , 82.85 �LLI o Hot Tub / BASEMENT FLOOR X6 wI'l 1- 12 5/8"FLOOR SYSTEM / /1 OWNER APPROV 82.375' I AVG.ORG. INITIAL: GRADE I- PAGE #:' L II III III III III III- III III III III II ' A 1 1 PAGE: EAST ELEVATION 16 of 19 PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES J. STERLING N DRAFTED BY: o PREFABRICATED WOOD PRODUCTS: PRE-FABRICATED FRAMING CONNECTORS: CONVENTIONAL WOOD FRAMING: FOOTINGS, FOUNDATIONS, SLABS ON GRADE: BASIS OF DESIGN —APPLICABLE CODES: K. ROEDER Prefabricated Trusses. Where shown on the plans, all prefabricated Manufacturer: Simpson brand is specified, however any other nationally S;eneral Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members per the Plans Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends that a r,ode. The designs herein are prepared in accordance with the 2018 IBC. co L structural roofing members shall be designed by a certified professional recognized brand may be used provided that they are equivalent in their and applicable building code. Where Structural Plans do not specifically address a structural element, construct said geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Soils analysis and Construction shall conform with the most recent building code adopted by 15 engineer. The prefabricated structural roofing designer shall provide to ability to carry all applied loads in all orientations. element per minimum building code. geotechnical engineering are not a specialty of CCI. CCI depends on others for the provision of soils data, which includes the approving jurisdiction. T the Contractor stamped design drawings with appropriate notes showingInstallation: The Contractor shall install allprefabricated items in strict Framing Material.All sawn framing lumber, not including beams, posts, and columns, shall be Spruce Pine Fir, Hem Fir, or but is not limited to: allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral pressures, r,alculations. The calculations included herein are only those required to1/4" = 1' p g g U.N.O. C member sizes, forces, installation procedures, blocking, bracing, etc. accordance with the manufacturer's recommendations and requirements. Douglas Fir- Larch, Number 2 or better, unless otherwise shown.All sawn wood shall have moisture content less than internal friction angle, and cohesion. In the absence of a geotechnical report CCI will make assumptions regarding soil ensure compliance with code. We do not intend to compute everyco Fngineered Wood—General. These products must be provided, stored, The load carrying capacity of the prefabricated item cannot be guaranteed 25%. parameters, however, CCI takes no responsibility or liability for future settlement, or damage or injury due to earth structural element nor every load combination. Much of our analysis is "BI" DATE o and installed in accordance with manufacturer's recommendations. if this provision is not adhered to. Nails and screws which will be exposed S rids. Studs in exterior walls shall be a single member(not spliced nor discontinuous)from horizontal diaphragm to movement or failure of any kind. (By Inspection.) F- Failure to do this may void the warranty and diminish load carrying to weather shall be galvanized or stainless steel. If installation risks horizontal diaphragm (horizontal diaphragms are roofs and floors that connect to exterior walls.) Use balloon framing at Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway specifications for imported ABBREVIATIONS: 1-5-21 Z capacity.Any nationally-recognized brand that meets the below cracking of wood, contact engineer for alternate nailing and /or alternate stairwells, openings in floor diaphragms, etc. Stud size, material, and maximum length between diaphragms is shown in road base or sub base; or use sand or other clean granular materials no larger than pea gravel.All structural fill must be a shear wall table. compactedper the followingsection. A:Area specifications is acceptable. connector. p AC:Asphalt Concrete I-beam Composite Web/ Flange Joist Products. The contractor shall Simpson SDS Wood Screw.. Where specified, install per manufacturer's Beams and Posts.All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 or better, except where Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical (vibratory or impact) BI:By Inspection 02-02-2021 usually)install the I-Joist products complete with web stiffeners and other blocking recommendations. In general these do not need pilot holes. However, if exposed to weather and specified as PT (Pressure Treated) may be Hem Fir No. 2 or better. Glulams, PSLs, LVLs, etc. methods. In paved areas and under structures, use structural backfill compacted to 95% relative compaction. In non- E:EI Elastic modG:BgulusaolrElectrical /bracingas shown on the Plans and/or as recommended bythe wood is old and or verydrypilot holes maybe required to avoid splitting. shall be per Prefabricated Wood Products section below. paved or non-footing areas use structural backfill or native backfill minus rocks, lumps, and organic matter, compacted to (E):Existing q p g CCI:ConstructionCalc,Inc. 02-21-2021 manufacturer. Use length as specified in Plans but never less than required to ensure Nails: Nails called out herein are "common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, similar length nail gun nails 92% relative compaction. CIP:Cast in place concrete PSL(Parallel Strand Lumber) and Versa-Lam. Useini 2.0E, 2,900 full strength. may be substituted provided 50% more nails are used. For example if 8, 16d are called out, the number of similar length . Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, etc.) use structural fill CMU:Concrete Masonry Unit minimum ren g CO:Callout or Cleanout psi minimum allowable bending stress. Simpson SD Wood Screws. With most Simpson connectors, Contractor 131 diameter nail gun nails required is 8*1.5 = 12.As another example if 16d nails are called out at 4" spacing, the around the structure. Carefully place and compact to 95% relative compaction under and around all pipes. Conc:Concrete spacing of similar length, narrower nailgun nails shall be 4/1.5 = 2.7". When roots, rocks, or other undesirable materials cause over-excavation, fill over-excavation and compactper the above. Cont:ouglasu°us LVL(Laminated Veneer Lumber). Use minimum 1.9E, 2,600 psi minimum may use SD9 in lieu of 10d nails, and /or SD10 in lieu of 16d nails. These P 9 9 p DF:Douglas Fir allowable bending stress. are provided in 1-1/2" and 2-1/2" lengths. Use the length necessary for full Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall Table herein Foundations. Footings on Soil:All footings and foundations to bear on undisturbed existing soil or structural fill.All HF:Hem Fir usingHVAmaterials designated for lateral load resistance bynationally-approved manufacturers.All shear walls must be organic and deleterious material beneath footings and foundations to be removed and replaced with structural fill. Bottom GW: Heating,Ventilation,rw and Air Conditioning I01) (I aminated Strand Lumber). Members indicated as 1.5E shall have penetration into the members) connected. gg g p GW:Gypsum shear wall min., 1.5E modulus of elasticityand 2,300psi allowable bendingstress. positively connected at top and bottom to diaphragms. Walls not specifically called out, or labled "NS" are not intended as of footings to be below locally prescribed frost zone, not less than 12". Gyp:Gypsum wall board GLB:Glulam Beam Members indicated as 1.3E shall have min., 1.3E modulus of elasticity shear walls and shall be built per minimum code. Foundations. Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, dirt, moss, debris, or I:Moment of Inertia Z and 1,700 psi min. allowable bending stress. Sheathing. "PW"walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall Table, oriented other deleterious substances. Pressure wash as necessary. Use bonding agent prior to pouring concrete on rock. Where IBC:International ICC:Insulated ConBcrettenFoCrode 0 gi f;ltle-I aminated Timbers. Unless otherwise noted, all glulam beams shall either direction. "GW"walls are drywall shear walls, use per Shear Wall Table. rock is sloped less than 4:1 (14-degrees), no dowels into rock are necessary. IEBC:International Existing Building Code Cf] IBC:International Residential Code SheathingJoints. Use blockingbehind joints if indicated in the Shear Wall Table. With "PW" and "GW"walls, no sheathingWh r r k issloped4:1 (14-degrees) or greater 4 - r max), 4 x 1 " long dowels r h mm r min. W be 24F-V4 DF/DF.Any that span continuously over one or more interior Where rock ( deg ees) g eate (up to 5 deg ees a ), use# 8 o g do e s oto a e ed K:Kip(1,000 lbs.) supports or are cantilevered, use 24F-V8 DF/DF. Use industrial joints are allowed within 2-feet in any direction of a door or window corner. 8" into solid rock. Rotohammered holes to be 1/2" diameter, perpendicular to face of rock. No epoxy is necessary. Dowels KSI:Kips per Square Inch ❑ pp LVL:Laminated Veneer Lumber d appearance grade, unless visually exposed to interior living space use Multiple Ply Members. to be located as follows: LSL:Laminated Strand Lumber Trimmers, KingStuds, Headers. Where more than one 2x isplaced against another and used as a multiple plykingstud, o For continuous footings, use dowel within 6" of ends, corners, and intersections and at 36" OC max spacing. Dowels Lt:Left architectural appearance grade. g p g p g' NA:Not Applicable Pressure Treated (PT)glulams shall be not less than 10% weaker than trimmer, or header, connect all plies with 16d at 4" OC, staggered. to be centered on stemwall. NB:Not Bearing o Beams, Columns. Where more than one 2x, or LVL, or LSL isplaced against another and used as a multiple plybeam or o Forpad footings larger than 12" square or round, use three dowels spaced 8" apart, centered on footing. If dowel is NIC:Not Included the above in bending, shear, and modulus of elasticity, using suitable g p g g q p p OC:On Center spacing woods species forpressure treatin column, connect all plies with glue and 2, 16d at 4" spacing. too longto fit in footing, bend as necessarytoprovide 2" cover at topand /or side S . OSB:Oriented Strand Board p g' ( ) PCF:Pounds per cubic foot 1:3 Z Allglulams shall be manufactured byan AITC approved fabricator. Store Sltae, Fpoxy. Where specified, wood glue shall be commercial grade with minimum shear strength of 450 psi at 28 days. o Forpad footings equal or smaller than 12" square or round, use two dowels spaced 6" apart, centered on footing. If PLF:Pounds per Lineal Foot pp g q q p p Use Liquid Nails LN-940 or similar. Prepand apply per manufacturer's recommendations. Ply:Plywood N and install in accordance with manufacturer's recommendations. q pp Y dowel is too long to fit in footing, bend as necessary to provide 2" cover at top and /or side(s). m Epoxy used with wood dowels or driftpins shall be Simpson ET-HP, or other brand intended for wood use. Wood and PSL:Parallel Strand Lumber o P Y p Slabs on Grade. Subgrade below slabs shall be similar to the above.A layer of free draining material and a suitable vapor PSF:Pounds per Square FootC z dowel shall be clean and dryprior to epoxy Installation. PSI:Pounds per Square Inch N p Y barrier(designed by others)are recommended for all interior slabs. PT:Pressure Treated with preservative Window and Door Openings. Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be PW:Plywood or OSB shear wall Z RC:Relative Compaction o Header. Use minimum size as called out on Plans.All headers shall be installed with their tall dimension vertical. If header provided at the base of all footings and retaining walls which will have earth placed against them. Footing drains shall be REF:Reference,not actual N is less than 3 inches wide (I.E. a single 2x or single LVL) use a flat 2x nailed to the bottom of header in an "L" configuration 4" perforated pipe routed down gradient to daylight, unless otherwise specified. REQ or Reqd:Required with 16d at 4" max spacing. If no header is specified, the wall is assumed non-load bearingand wall topplate mayserve p p g p ROW:hRtghtOf Way 2 p 9 p STANDARD CONCRETE: Rt:Right as the header. Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 daystrength of fc= 2,500 psi S:Section modulus 9 9 P SC:See Callout Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers for each opening shall be unless otherwise noted on Plans. Minimum cement content= 5 sacks per cubic yard. Maximum water/cement ratio shall SD:Storm Drain individual members with full-height kingstuds between them. Each header shall use the number of kingstuds specified SIP:Structural Insulated Panel CO 1 N 9 p be 0.45.All materials shall be in accordance with ACI 318, latest edition. Mixing and placing of all concrete to be in SK:Sketch Co below or in the Structural Callouts. accordance with IBC and ACI 304, latest edition. SOG:Slab On Grade di Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger of similar bearinglengthIndustry g approvedaffecting flowability, may SS Spruce PineFir L g ) g g g Admixtures. recognized and admixtures set time, flowabilit , and /or waterproofingbe SS:Sanitary Sewer and capacity may be substituted for trimmer. usedprovided the strength and durabilityof the concrete is not adverselyaffected. STAO:Shear Transfer Around Opening g SP:SIPs shear wall King Studs. Unless otherwise shown on Plans use the following. These must be full-height, bottom plate to top plate, IE Air Fntrainment. Provide 5% air entraining in all concrete exposed to the earth or weather. TYP:Typical E diaphragm to diaphragm. UNO:Unless Otherwise specified elsewhere 0 Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a corresponding V or v:Shear(Ibs)or unit shear(plf)respectively (.) •* Opening less than 6'wide—use min., one king stud each end of header. reduction in cement content.Any such concrete shall obtain at least the strength and durability characteristics as W:Wall,full length •* Opening 6.1'wide to 9'wide— use min., two king studs each end of header. Standard Concrete listed above. WWF:Welded Wire Fabric o •* Opening 9.1'wide to 16'wide, use min., three king studs each end of header. CONCRETE REINFORCING: .— 0 Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the end of the Strength: Standard Footings. Stem walls. Slabs on Grade. Reinforcing bars (rebar)for standard footings, stem walls, and LIMITED SCOPE OF CONSULTANT'S WORK: N L header shall be connected to the remainingtopplate beyond with a horizontal CS18 strapwith minimum 12" length on the Consultant. The consultant in responsible charge of the work indicated i Y 9 slabs on grade shall be grade 40 (Fy= 40 ksi)or better, unless otherwise specified in the Plans. rn c herein is Tim K. Garrison, P.E., doingbusiness as ConstructionCalc, Inc., header and 12" length on the top plate beyond. Strap may be on top, inside, or outside of wall. Strength: Retaining Walls and other Structural Elements. Reinforcing bars (rebar)for retaining walls retaining more than Q o Anchor Bolt. hereafter indicated as "CCI." 4-feet of soil and their footings, and for structural beams, structural columns and the like shall be grade 60 (Fy= 60 ksi) Shear wall anchor bolts connectingmud sills, use 5/8" diameter x 8" min embedment at the spacing shown in the Plans Scope of Consultant's Work. The scope of work of CCI is limited to O p g unless otherwise specified in the Plans. LL r� but never greater than 60" OC and within 12" of ends and corners, with 3"x 3"x .229" steel washers, wrench tight. Wet structural analysis of a new single-family residence. CCI takes j _0 9 9 Splicing. Bending.All reinforcing shall be spliced, detailed, bent, and supported in accordance with the most recent ACI Z u1 W d' -0 set anchor bolts shall have a hook or head on the embedded end. Rotohammered anchor bolts at the same spacing may code adopted by the jurisdiction. responsibility only for items specifically addressed in our drawings and - c be used in lieu of wet set-see specifications inprevious section.An alternate to wet-set anchor bolts and washers maybe calculations. Constructed items not specifically addressed herein shall be Q P Welded Wire Fabric. Unless otherwise specified, welded wire fabric (WWF)shall be W2.9, 6"x6" (6 Ga.),ASTM A-185. W p }, Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. built per minimum code. 0 - al p p g p Splice by lapping one mesh +2" all sides. Ur Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and corners and shall Cover. Provide the following minimum cover: LOADS = Q m § be fitted with 2"steel plate washers. Use either 1/2" diameter x 8" min embedment wet-set, or 1/2"Titen HD with 4" min Footings and other unformed surfaces, distance from the bar to earth face...3" Following are the loads used for the subject design /analysis: D No ZZ embedment. Formed surfaces in direct contact with earth 2" f. Non-shear wall anchors maybe 0.145" diameter powder-actuated pins with 1-1/2" min concrete embedment, at 16" OC, 0 Roof+ve:2npde Surfaces exposed to weather 1-1/2'° o Roof+ceiling dead:15 psf Q unless otherwise shown . For slabs on grade, center the reinforcement in the slab unless otherwise specified. 0 Roof snow:25 psf p 0 Floor live:40 psf Decks: Joist hangers used at decks shall be connected to all wood members with corrosion-resistant screws, Simpson BOLTS AND DOWELS IN CURED CONCRETE: 0 Floor dead:15 psf SD9 or similar. Hangers shall be U or LU only(not LUS.) Ledgers shall be attached with screws or lag bolts per Callouts. General. This section shall apply to bolts and dowels installed in cured concrete usingrotohammer techniques. Minimum o Stairs and exits,residential,live:40 psf pp Y q o Deck live:60 psf Z '^ All hardware and connectors shall be at least medium-duty corrosion-resistant with galvanizing or similar. concrete embedment= 4-inches unless otherwise specified. Minimum distance to any edge or end of concrete = 3"from 0 Deck dead,2"concrete pavers:32 psf. �JJ Pressure Treated I umber. Usepressure treated lumber in contact with concrete and/or soil, and when directlyexposed o Exterior wall dead:10 psf p hole centerline unless otherwise specified. o Interior wall dead:7 psf < LLJ to weather. Pressure treating chemicals shall be inert, or otherwise non-reactive with metal connectors (including nails, Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of o Seismic Factors:Ss=1.141,S1=0.405 (— bolts, framing connectors, etc.)or structural steel members. existing reinforcing bars may be by non-destructive methods (pachometer, radar, or similar). 0 Seismic Des Category:"D" 0 Wind Exposure'D',3-sec gust:110 mph. 0 2 In certain cases non-pressure treated lumber may butt against concrete. In these cases use a layer of heavy, asphaltic- Washers. Use 3"x3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted, with plate washer o Assumed allowable soil bearing pressure: 2,000 psf. 0 treated construction paper between wood and concrete. under the nut as allowed by the IBC.At non-mud sill locations, smaller washers may be used. Use a steel plate or U— Q W 0 Blocking/ Bridging. Provide continuous blocking at all bearing locations. Provide full depth bridging or blocking at 8' OC malleable iron washer under nuts and the heads of all bolts that connect wood. Z max. in joist or rafters without continuous plywood diaphragm connection on the top . Non-Epoxy Systems. Use Simpson Titen HD where shown in the Plans. These anchors may be used to resist tension SINGLE PROJECT: — Ill I U Q Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer post, column, or loads and shear loads. Install per manufacturer's recommendations. The calculations, drawings, notes, specifications, and/or tables prepared H Z other concentrated loads through the floor to the supports beneath. ox S stem.'. For bolts, use Simpson epoxy-tie bolt s stem with ET-HP or SET high strength epoxy, with zinc plated, by CCI are valid only for the project indicated herein. These documents z Z Fpoxy Y pY g g Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug wrench tight condition; use A307 'all-thread' bolts as shown in the sketches. For dowels, use ET-HP or SET high strength epoxy and rebar as are not valid, are not applicable to, and shall not be used for any other w W N- standard A307 bolts; for bolts in wood, drill the same diameter hole as the bolt; for bolts in steel drill holes 1/16" larger specified on the Plans and Callouts. Drilling of holes and installation shall be in strict accordance with epoxy project at any other location. _I L w CV than the bolt diameter. Provide the following minimum edge distances between centerline of bolt and all edges of bolted manufacturer's recommendation. COMPETENT CONSTRUCTION PERSONNEL/SAFETY: 0 ' z 121 CO wood, and between centerline of multiple bolts: Only competent personnel familiar with construction and safety practices J 5/8 inch diameter bolts 3 inches germane to the project shown herein should be employed to assemble 3/4 inch diameter bolts 3.75 inches and construct the work. H Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, webs, etc.)shall be one Contractor shall be responsible to comply with all OSHA and State Labor 0 w ' ' I 0 inch. and Industries Standards. Contractor assumes full responsibility as to LJJ W Ct Engineer shall specifically approve any bolted connection using less edge distance than shown above. construction methods used, safety provisions employed, and the finished ) Z Et Q I ag Bolts.All lag bolts greater in diameter than 1/4" shall have pilot holes pre-drilled. Size of pilot hole in threaded portion as-built condition of the structure and related systems. O L•` shall be 70% of the unthreaded shank diameter(or alternatively, 90% of the root diameter of the threaded portion). Pilot MATERIALS AND METHODS: V J hole diameter of unthreaded portion shall be the same diameter as the unthreaded shank. Provide and install all materials in accordance with manufacturer's w O w requirements and recommendations. It is the contractor's responsibility to w ensure all field personnel understand and adhere to this. TEMPORARY SUPPORT AND BRACING: 2 CD S;eneral. Provide adequate temporary support to all walls, roofs, beams, O columns, and floors during construction. Design of same is not included N- herein. Contractor or owner should check all temporary-supporting CO devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. Retaining Wall.. Do not backfill against retaining walls until concrete has �/� Z> cured to at least 2,500 psi (okay to use high early strength admixtures or u J woo additional cement in the mix to achieve this). For retaining walls that are to Zoaa UJ w� be connected at their top to horizontal floor diaphragms, do not backfill oo S z O against the retaining wall until such horizontal diaphragms are in place H °a� V Z�U K and properly connected to the retaining wall. O Oz°� KKQg ' z 4Ql'❑ Z FW CoVU1 U N = ❑0 ini_awO L❑z a w ui� a U Q.ZZ Z��=LL o o zz0 D a toHz ❑OZUO a,em'a F LOz❑� Fx�mrt ❑ 0 zz�zW U N ❑a- Z U Q Q C7UZ�7 u❑Z D o_OODU uia�zz Zw000 I QCLKUU ammNo 000= FZU, �QiYO O�mQ 4.{}{Y pa ❑ VI'f U) wa<0 ti ~Z pf WAS �'i yiiir�, OWNER APPROVAL if It''. °)1411 I INITIAL: PAGE #: �ONA1. banes yip 22.. 1 S 0 mdi4 02 TrithtiP Lt m, 1zaGThU PAGE: 2rtiv5 D14'1 17of19 PLAN AREAS DESIGNED BY: J. STERLING MAIN FLOOR 1 ,897 SQ.FT. DRAFTED BY: o (71 BASEMENT 1 ,624 SQ.FT. K. ROEDERCO D 28 TOTAL LIVING AREA: 3,521 SQ.FT. 2PW 1/4" = 1' U.N.O. w D I u I I ❑ ❑ L- _ STORAGE / UTILITY 71 SQ.FT. DATE co 1 z GARAGE 739 SQ.FT. 1-5-21 ct D_ ENTRY PORCH 126 SQ.FT. 02-02-2021 L COVERED DECKS 180 SQ.FT. 02-21-2021 [:I OPEN DECK 506 SQ.FT. 1 GARAGE PORCH 54 SQ.FT. Mrgi • 1 (------- (111) ?,31) >,61 1-7 1 1 1-7 [1 _ r Ivic _ n p z LI 8BSW eta5GW W , Cm ‘VP il 0 z c� — I I I I IV J ai�l w 0 U a U w Ili • (111) U N N 1.11 di ‘1, - E O U _ O N I CRAWLSPACE WALLS. BASEMENT FLOOR FRAMING Q p -ALL EXTERIOR CRAWLSPACE FRAMED WALLS ARE 2PW, TYP. ❑ -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. -ALL DECKS WITH PAVERS SHALL ADHERE TO 15DX Z W W cr) ID -ALL SLABS ARE 95S > ti C w O A }, 0 rn J O�OQ (:),Cl ® D Q o z 8BSW CO �' m CON Q Cr) Al—Mil — — —F11 OM v 'TZ U) Q F- o o I U- 0 w 0 z w 0 Q 7 z 2PW Z a v � r w �_ Z wwN 0 � � zo � - nL — J a) W I Uwwo [ 1 ji Iq p 1 11 w Ct Oz Et Q❑ n 2W r/ ( ) W 0 LLI HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP SHEARWALL TOP CONNECTIONS C 00 'NOT TO SCALE' Model:yoll2-SISS2.s 1+ `-` TYP.SHEAR WALL TOP CONNECTION STRONG WALL SB ON UPPER mr�n.p `V (Dl) LEVEL FRAMED FLOOR m 1�' 1 I,c FRAMING PARALLEL, RIM OR CON'T BLOCKING Ana hnrUlamsiEr. 5'' 11 a li• Maximum Allowable f NO SHEATHING SPLICE SHEATHING SPLICE 7I16OSBSHEATHING SIMPSON CO '�, S d d STRONG-WALL Sc Tension(lbs.) �❑ SIMPSON STRONG-WALL CAL LOUT TYVEK HOUSE WRAP PER CALLOU7 ad R ,p 3078 1 UMW 0 0 TRUSS,RAFTER, 2 X E WALL SIDING MATERIAL z j JOIST,OR CON'T BLKG 1/2"SHEETROCK I� HGA10 F F r. TRUSS,RAFTER, qj JOIST,OR CON'T BLKG 1 1/2"GYPCRETE FOR ANCHOR BOLTS • 'I Ng 3075 2215 00 HLTP4OPTION A34 OPTION RADIANT FLOOR HEATING HGA10 w PER CALLOUT 3I OSB SUBFLOOR o'a o ALT. SHEATHING L GOUGERIMASO p Co r NO SHEATHING SPLICE n n n NECESSARY w g z a H0115 Installation rFN SPLICE HERE CEILING OR Zt W O g (HOW Similar) J IVI f 1 I FOR ANCHOR BOLT EXTRA RIM BLOCK o J _ o o N CEILING OTHER BLKG STUD STUD z_z O O Co 5 STUD Z w w • 6_!_ d' U.S.Paleoes 6112%495 - eG 5:-:ir- �=o rU TOP OF SHEAR WALL L Q ozo> r• 11 7/8"BC!FLOOR JOIST ANCHOR BOLTS a_z PER PLAN m 0 - } 0 0 _ PER CALLOUT o a w } ' '• 0 0 V FwipE :,•'- 0 (SIDE VIEW IFRONT VIEW J m0_a EXTRA RIM BLOCK U Y-o $T�MwRI.L INSTALLATION r ='~ 0 0 (D3) TYP.SHEARWALL BOTTOM CONNECTION SHEAR WALL TYPE n V ox za _ 2 0 o zw��ai = wz Empedman10ap1h.la(in,y - X� ON FRAMED FLOOR N F w— Slmdsun OFISP Species SetfHF Spacial. 1 P W o ee 0 O Strung-Tie Anchor - 2><le 0, 0 Anchor MadeI co•d111e• Gandhian ball�gth JOIST JOIST W/SHEATHING Type En". EndSift• 1,111n-rC O �0?=a M„"nit Well p`'d `tlComer Will "'Co0c W/SHEATHING SPLICE OVER RIM JOIST ‘1. MINIMUM LENGTH OF SHEAR PANEL. =��LL �•�a w�ulwp SET 9% 12 10 5 5 5 �I R+� BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL IF " W" , CONSTRUCT ENTIRE WALL PER THIS CA L L O U T. cK Z Q o AT 9% 12 10 5 9P4 16 y IiEV 1 Y+ I. PER PLAN PER PLAN ALT.WALL SHEATHING C a Machardcal t4'47 M� IM Ina I STOPS OR IS NAIL OR SDS PER TABLE ALT.NO SHEATHING CODE MIN.NAILING I F 11 N V 1' MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM= z�o0 1d 19 10 1p 1n 10 SPLICED HERE w O O O Anchor THE SPLICED HERE 88�4 18 18 18 18 18 18 _Al� �� Call-In-Plata Neilsen Anchor not required anOm'a �oz0� sS1B1e 1rn 12% 12% 12% 12% 12% 9 :,,het, �� In TOP OF WALL TOP OF WALL BOTTOM PLATE w= _ CALLOU STUD MATERIAL NAIL EDGE/FIELD TOP PLATE SILL PLATE& BLOCKING AT MUDSILL ANCHOR SILL ANCHOR z z ce z o 1.3re paw 9 for adai anel Maas lad Ma foundation tppa. e°am uea. CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE CONNECTION AT CONNECTION AT TO FRAMING MAX o a WIND/SEISMIC MINIMUM SIDES OF WALL (SEE STD STRUC. SPACING @STUD SPLICE STUDS W/EDGE UNSUPPORTED TO CONCRETE MAX SPACING Z Z° a a s>E•x�udrsrauArmeamrsnrrfteek.oseeard T SCREW SIZE MAX"FT. MAX" INCHES MINIMUM MINIMUM PARALLEL PERPENDICULAR SPACING IN �� g""""Q`"�"*^k""n"° '""" "'"""'"°"" 2 OE• I�'' WALL,BEAM OR WALL,BEAM OR SPECS.) SPACING IN INCH MINIMUM NAILING EDGES MIN. EMBED r'nw FRAMING FRAMING INCHES v♦ "PH FOUNDATION FOUNDATION r r,a When WIln7 ! Q 0 r me s1 ap me• 6/6 @ 24" 0 < m LL ■Inwaliaasu; �" 0sE:+psAloon TYP.SHEARWALL TOP CONNECTION 10 24 2 X 4 SAWN CONT.SHEATHING awF- MIn Edge{CI-a16' usea2E'Irynq 6/12 @ CONT.SHEATING 6861 z III cue•r e o - aa11 mineaam. -FRAMING PERPENDICULAR 11 1 11 W/BLOCKING OR 5/8"J-BOLT OR A•aher: T HI.-Eepe - 7/16 OSB M1 tot=,ts K ONE SIDE. 16" OR A34 OR LTP4Z F z U 1 rs:" 11 APPLY EITHER 12 16 2 X SAWN 6/12 @AT 36"MAX SEE H2.5 OR SDWC a> a F 5/8"TITEN HD �a r�o ` ( �?' ' Min.raaharTRUSS OR RAFTER TOP OF SHEAR WALL @ 1 PW OR 7/16 48" LAP W/ DETAIL 15600 @ 24"MAX W/3"WASHER t1 4" w o 0 o a MA W. N Pa' 5- _ KD \ 1 11 16" Z z Z 1-1 n 2( RAFTER OR JOIST 168 / SIDE DIRECTLY 8 (2) 2X 2 NA SEE DETAIL 16d OR MASA OR 72 / a ao�` wn c pr la D do r';- Qenglhis2xEe NO SHEATHING SPLICE PLYWOOD TO STUDS 16 12 9 X SAWN 6/12 @ 4 (8) 16d X 6" @ MASAP ' L z= Nan Ye.-Siemwall Faundal6nn stop © 120 d12" NAILS WAS 4en Vie -Comern Fo ndolfe 4r jI `Sheen TRUSS OR RAFTER 1 11Oi 22 12 1 .ft X LV 6/12@ (Di) (D2) (D3) , AS,gr- ,-` . �A 1 -1/2-Min.end distance CON'T BLKG ® 1 8 RIM OR CON'T BLKG JOIST 1 n 12' A. 1 •d-0t-w0111•1Aar, F-1•e OR RAFTER .,�II OWNER APPROVAL Min.Edge IC)-,ae• 10 16 5.52 X 4 SHWN CONT.SHEATING i• CONT.SHEATING H1 OR H2.5 OPTION ALT.,NO SHEATHING '� 1 11 OR A34 OR LTP4 W/BLOCKING OR 5/8"J-BOLT OR I Tppmalee[sIIrIlhStrop SPLICED HERE 7/16" OSB ONE SIDE. H2.5 OR SDWC ! a' Installed Over Sheathing OR 12 16 2 X SAWN 5/8"TITENHD e ' INITIAL: APPLY EITHER rr AT 36"MAX SEE �. �"^ sowc15600 OPTION TOP OF SHEAR WALL48 LAP W/ 15600 @ 24"MAX W/3"WASHER n } !' I PER PLAN 2PW 490 / OR 7/16" SIDE DIRECTLY 8 1 11 4/12 @ (2) 2X (8) LA 2 2 DETAIL SEE DETAIL 16d @ OR MASA OR 36 / 4" \ceegigspo, PAGE #: c elan View-airmail Folrnealmn 350 PLYWOOD TO STUDS d 16 12 9 X SAWN 16" 4 NAILS X X 4" MASAPiONAL End-UFWallAoplicetlon TRUSS HEEL TOP OF SHEAR WALL @ "a` _ .a NO SHEATHING SPLICE 2 TRUSS HEEL RAFTER OR JOIST 22 1 2 1 . X LV D3)S (Di) (D2) ( / - - - ROOF EDGE NAILING ' ROOF EDGE NAILING SPLICED OR STOP) y 2.2 c - 1 11 �, iv*,Ca 4' / S 1 �7, tan w 5.5 L E - I" _ CONT BLOCKI G '.II `` / 1 0 24X 4SAWN CONT.SHEATING CONT.SHEATING }re C /� ImLI_'.::, TRUSS SLe CKOR 2 V� �� •• •�� �� �I� ORA34 OR LTP4 W/BLOCKING OR 5/8"J-BOLT OR P o 1/2" OR AT 36"MAX SEE H2.5 OR SDWC 5/8"TITEN HD Irg� + �' PAGE: I I I +'•�, F- � OTHERF LHT — 7�r1; "� 1 11 :..,_III"1 ,,. a LL CON'T BLO K JOIST y_�-may• > OR RAFTER - ~• II: t • . ;_ •.N J - RIM O CON'T BLKG 1/2" 4/4 24" 48" DETAIL15600 W/3"WASHER " " F?A(L1 l "�a' I �� �h- ® 220 / OR 5/8" BOTH 5d FOR 14 16 2 X 4 SAWN 4/4 @ 16" (2) 2X LAP W/ 2 NA SEE DEAILt MAX 611n.dEdr f? ".q arc Hz.s OPTIONI� Hz.s OPTION n : .1 length is 4 r ALLHEEL TRUSS ,�e�- �� SHEATHING DRSIDES 6d FOR 5/8 @ (8) 16d 16d OR MASA OR 72 / 4 1 2�1e �I tir' � H250PTION\ STOPS HERE SDWC156000PTION SHESPLICEDHERE OR © 220 ' " 4 NAILS X 6�� MASAP 7 OR SPLICED HERE DRYWALL 18 of 19 IILL y IF SHEATHING SPLICED OR SDWC156000PTION D3 HP: H•, HrHF.:' ..q1.r HERE,USE H2.5 OR sedtan alma- - SDWC1560o SDWC156o0 OPTION TOP OF SHEAR WALL \) \)51arn.oll Fo•ndelren Section View-sleolwalr Foundaltoe DI a4' / PER PLAN 16 16 2 X 6 SAWN (D1/ (D2) ( / MIdwel Apelitalion End-TAW II appncelmn 11/2'MM.." aim end distance �a-2%h 1 ti PLAN AREAS DESIGNED BY: J. STERLING MAIN FLOOR 1 ,897 SQ.FT. DRAFTED BY: o BASEMENT 1 ,624 SQ.FT. K. ROEDERCO D 28 TOTAL LIVING AREA: 3,521 SQ.FT. 1Pw 1/4" = 1' U.N.O. W STORAGE / UTILITY 71 SQ.FT. `D MP d I v z �I u 1 GARAGE 739 SQ.FT. 1-5-21 Et _ a ENTRY PORCH 126 SQ.FT. 02-02-2021 COVERED DECKS 180 SQ.FT. - — 02-21-2021 rt OPEN DECK 506 SQ.FT. Lc GARAGE PORCH 54 SQ.FT. (31) 2PW Z x gir 5GW W I I 2PW as)w W - -,:— I--- —I n . ,,, ,.._ __[,2\i- , _ - - _ D E ----- 8ASW Ch r'l F 7 C MP _,_ ,,,, z ai w . jE 5W ® 2W i I MPI� 2PW 77, Wvi di — o o I 2PW 2PW J p w Wt ❑ ® eh E ® v MPoo MP _ I I UPPER LEVEL WALLS AND ROOF FRAMING N n -ROOF DIAPHRAGM IS 11 RD TYP. CV rn U) -EXTERIOR PONY WALLS AT ROOF POP-UPS ARE 1 PW, TYP. Q o ❑ -LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. O 0 II LL ! z uJ w f Q tiii w O . M II rn J Q CD 5. 8ASW D Q o z co 5GW COCV < CO %9 W � I I Q debMr � v Z U) Q H o 2 11 0 W o wo < v z — ZQ u W Lil W N v LL cE 0 z o � W � o w W a El El -3 Z Et Q • Et 1W Et ( ) W 0 W HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP SHEARWALL TOP CONNECTIONS C/ J INOT TO SCALE( Model:Holl2-SISS2.5 1+ `-` TYP.SHEAR WALL TOP CONNECTION STRONG WALL SB ON UPPER mr�n.p `V (Dl) LEVEL FRAMED FLOOR m 1�' 1 Iv,c FRAMING PARALLEL, RIM OR CON'T BLOCKING Anchor UlamolEr. 5'' 11 a ii• Maximum Allowable f NO SHEATHING SPLICE SHEATHING SPLICE 7I16OSBSHEATHING SIMPSON CO '�, 3" d CO STRONG-WALL Sc `. Tension(lbs.) �❑ SIMPSON STRONG-WALL CALLOUT TYVEK HOUSE WRAP PER CALLOUT ad R ,p 2075 1 i221& q q TRUSS,RAFTER, 2 X E WALL SIDING MATERIAL z j JOIST,OR CON'T BLKG 1/2"SHEETROCK l� HGA10 F F¢ 0 . r. TRUSS,RAFTER, qj JOIST,OR CON'T BLKG 1 1l2"GYPCRETE FOR ANCHOR BOLTS • 'I Ng 3075 2215 00 HLTP4 OPTION A34 OPTION RADIANT FLOOR HEATING HGA10 w PER CALLOUT 3l4. FL SUBFLOTI T a'a o ALT. SHEATHING L GOUGE RIMASI� p N r NO SHEATHING SPLICE NECESSARY LTA z a H11115 Installation 0111111511 I. SPLICE HERE CEILING OR LL H (il�ti2 51m11A,} FOR ANCHOR BOLT EXTRA RIM BLOCKJ_ oo NCEILING OTHER BLKG STUD STUD O_O STUD7w• 6S_ 11' U.3.Patents 8.112,895 - `-G-I .,-: - � orNTOP OF SHEAR WALLZ ozo.•r--- 11 7/8"BCI FLOOR JOIST ANCHOR BOLTS zPER PLAN ¢�Jo • p p PER CALLOUT o w } ' '• q q " Fwa�� :,.- 0 (SIDE VIEW (FRONT VIEW m0_¢ EXTRA RIM BLOCK U Y m STEM WAL INSTALLATION La-." t o o (D3) TYP.SHEARWALL BOTTOM CONNECTION z�w w Ox za zwOn0 = wz Emeedmenl Oeplh.le[in,y - X� ON FRAMED FLOORSHEAR WALL TYPE N~ w a qq 1PW Q P Simpson OFISPSpeeies SPFnIFSpeeieL. Strong-Tie Anchor - 2)<16 CO q Anchor Mallet Coodllloo Gandhian barIW h JOIST JOIST W/SHEATHING Type EndAl• End-ifl• 1,111n-rC o q Z o o M„"„Ig„"� W111 'aid• e'IC91Bf Will c0c W/SHEATHING SPLICE OVER RIM JOIST 41. MINIMUM LENGTH OF SHEAR PANEL. =��LL Ac1B&V6 SET 9% 12 10 5 5 5 �, O a- CL w�Wup AnrAror '.,'L'`III MSTC BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL IF " W" , CONSTRUCT ENTIRE WALL P E R THIS CALLOUT. CK w a U o AT 9% 12 10 5 905 16 I. PER PLAN PER PLAN • "NS" zrL =LL ALT.WALL SHEATHING NAIL OR SDS PER TABLE ALT. SHEATHING CODE MIN.NAILING IF MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM �?��O Macharica! t4'x1Y 10 1L 10 1p 1n 10 IM Ina � STOPS OR IS I ' I Z octO8zAndlpr THO SPLICED HERE 1••1••1 O z O o SPLICED HERE __4 � Call-In-Place 58�4 18 18 15 18 18 18 Nails are ¢��m'a W Oz�� Anchor ss>ede 1255 t2% 124Y 12K 125f1 12% 9 ors required �� �� TOP OF WALL TOP OF WALL BOTTOM PLATE o a o 0 _ CALLOU STUD MATERIAL NAIL EDGE/FIELD TOP PLATE SILL PLATE& BLOCKING AT MUDSILL ANCHOR SILL ANCHOR Q z z z 1.Saapaw9foraddnwneldetaeslmmislauldroant,pe. n°°b CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE CONNECTION AT CONNECTION AT TO FRAMING MAX o a? WIND/SEISMIC MINIMUM SIDES OF WALL (SEE STD STRUC. SPACING @STUD SPLICE STUDS W/EDGE UNSUPPORTED TO CONCRETE MAX SPACING Z Z° a a se x9LLU51BL awsardsnrWal,cx•frae•DETAIL, TSCREW SIZE MAX.FT. MAX. INCHES MINIMUM MINIMUM PARALLEL PERPENDICULAR SPACING IN 2zsc>» �""""Q`"�"*^k""n"° "'"" """""'"°"" � ��' WALL,BEAM OR WALL,BEAM OR SPECS.) SPACING IN INCH MINIMUM NAILING EDGES MIN. EMBED FRAMING FRAMING INCHES o 0 o w w ` FOUNDATION FOUNDATION ui a z z u o When nail ie5 ! Q�E o o r me War me• 6/6 @ 24" Iv m LL ■Idwallaaeu; �" 0511/p+newn TYP.SHEARWALL TOP CONNECTION 10 24 2 X 4 SAWN CONT.SHEATHING aw MIn Edpe{CI-a16' uSea2Y:•IDnB 6/12 @ CONT.SHEATING 6861 z III Larear e o - se 21Tirm. -FRAMING PERPENDICULAR 11 , oo W/BLOCKING OR 5/8"J-BOLT OR °ter 7/16 OSBZ T MIn Ee,e - M1 1el=1ts K ONE SIDE. 16" OR A34 OR LTP4 1-z O H T 11 APPLY EITHER 1 2 16 2 X SAWN 6/12 @AT 36"MAX SEE H2.5 OR SDWC a>ca F 5/8"TITEN HD �a r�o r ( k?' ' Min.reamTRUSS OR RAFTER TOP OF SHEAR WALL @ 1 PW OR 7/16 48" LAP W/ DETAIL 15600 @ 24"MAX W/3"WASHER 11 11 w o o a rm ady ae xr s _ KD2) , „ 16" zz1I— —1 n RAFTER OR JOIST 168 / SIDE DIRECTLY $ (2) 2X ( ) 2 NA SEE DETAIL 16d n OR MASA OR 72 / 4 w¢aoL wn c er u D un r';- Qenglhis2xEe NO SHEATHING SPLICE PLYWOOD TO STUDS 8 16d v = ` LL INen Yew-Siemwall Fnundal6en STK © 120 d 16 12 9 X SAWN 6/12 @ 4 NAILS X 6" MASAP Mldrall and Comer ApplIra,lairs �' ' Shown TRUSS OR RAFTER " 12" D3 � �22 12 1 . X LV 6/12 @ (D1) (D2) ( ) + ��� � I 1 —1�MIn.a nd distance CON'T BLKG ® A �! RIM OR CON'T BLKG 1 11 12' Qi 8• JOIST Sid-CI-Will Anglia OR RAFTER II-- I,� 10 16 5•� X 4 SRWN �� f� OWNER APPROVAL Mln.Edge[c)=lV CONT.SHEATING ALT.,NO SHEATHING '� n , oo CONT.SHEATING W/BLOCKING OR4. r:fOR A34 OR LTP4 5/8"J-BOLT OR h • Typtpal eeMulwhlir Strap "'oR Hzs oftn°" 1 7/16 OSB ONE SIDE. H2.5 OR SDWC ' INITIAL: Installed Leer Sheathing OR SPLICED HERE 12 16 2 X SAWN rr AT 36"MAX SEE 5/8"TITEN HD 1 a' �- o sowci6s000anoN TOP OF SHEAR WALL �� APPLY EITHER 48 LAP W/ 15600 @ 24"MAX W/3"WASHER n •}�^• # ' !' PER PLAN 2PW 490 / OR 7/16 SIDE DIRECTLY 8 �' 4/12 @ 2 2X 2 2 DETAIL SEE DETAIL 16d 36 / 4" PAGE #: c OR 010, Pion View Sinn/all Fonndalmn PLYWOOD TO STUDS 16 12 9 X SAWN 16" 4 ) (8) 16d X X 11 MASAP i 1 © 350 d NAILS 4 ���EA-el-Well npplicetldn TRUSS HEEL TOP OF SHEAR WALL @ , 1, "a` _ a° NO SHEATHING SPLICE 2 TRUSS HEEL RAFTER OR JOIST 22 1 2 1 . X LV (Dl) (D2) D3 �'+� +s Li ROOF EDGE NAILING - ROOF EDGE NAILING SPLICED OR STOPS '�'d�J'1J.. - 2 —\+ 1 11 S 2 �� 1� 5.5 L L coNTBLocKI c 2< CONT.SHEATING Om2� 10 24 2 X 4 SAWN PAGE: =; ' / �I'1 TRUSSSL°CK°R — — CONT.SHEATING W/BLOCKING OR OR A34 OR LTP4 5/8"J-BOLT OR P ^" °THERE LHT 1/2" OR AT 36"MAX SEE H2.5 OR SDWC 5/8"TITEN HD Al ]�1f�+E� lyrp ES CON'T BLO K JOIST > _ OR RAFTER -F~ !li -s •1L�I :I -I - 62 RIM O CON'T BLKG 5/8" rr rr 1560L 2IN MAX 4/4 24" DETAIL W/3"WASHER 11 4" y, •• "'a+ I i- ! ® OR BOTH 5d FOR 1/2 @ 48 LAP W/ @ 11I AIIn.*bar f ap H2.5°PTI°" i H2.6°PTION 220 / rr 14 16 2 X 4 SAWN 2 2x 2 NA SEE DETAIL 16d n 72 / 5-ri�eRi .-'I length 4 er :r TALL HEEL TRUSS rg,go- .� SHEATHING OR SIDES 6d FOR 5/8 4/4 @ 16 ( ) (8) 16d �% OR MASA OR 1 H250PTION\ STOPS HERE SHEATHING STOPS OR © 220 4 NAILS X 6" MASAP D1 L.� IL 7 OR SPLICED HERE DRYWALL19 o f 19 "' - �...;I 2xe } F IF SHEATHING SPLICED �� OR SDWC166000PTION SDWC156000PTION ' 11 (D3)161, HrHF.:' .q 1.r HERE,USE H2.5 ORSedren Ylew- s°wclssoo sowcissoo oPnoN TOP OF SHEAR WALL (/ \) (/ \)&emwel!Founde,rnn Section View-Stemwol0 Foundaliod nrair / PER PLAN 16 16 2 X 6 SAWN \D1/ \D2/ Nlldra l Apelicalieh End-W-wae lrppncalm° '1•Min.. min- end distance �r2%h 1 ,, LEEWA RD LANDING PUD AUDITORS CE ' TI .E.1,+CATE REPLAT O F BLOCKS O C K S 12 01 8c 13 01 O F THE RECORD OF SURVEY AT THE REQUEST�``OF: rDALE K. HERRIGSTAD A i011111111101111.01iiirk.NORTHERN PACIFIC ADDITION IN SEC . 23 , 2o1bo5;r ° ,,02 $ : r,.k :r_ Skagit County Auditor '� $173`.�_� '`= TWP . 35 N , RNG 1 E . , W. M . ; / 5/12/2016 Page tn:of 411:07AMUl'=;:, WASHINGTON PRK — : =�- r;.� ANACORTES , W � .r: Rp\NPRi u' v' a �, �-'� M1 °',ITOR-r;t 'rJ EPUTY AUDITOR i— ' , 1�pRM N� , 1�0�, �, i :NAL`���.�.NIF''R.M'ATION:;.; ;_ / '' 29 a 6000 0�N CJ�ER �\ ''' `" G� `" 4' 1. A4se8.,soef.g Acc unf�:rNo.s r='50... 3-0-004-0007, P31716; / 5�51 \C - cCEN��R \PE N1 �� 4, , 3501241.-C :;,0O ,-01( 6, P: 71i7;: �3809-201-010-0108, P58264; N 69 p0 pEp��GN M S\pRM p 1 = SF =: . 09- 01 .10'`:010 ;;r4 P582 : ��- / i 60 `0 pC� FR g0 1 g�0 ,% \•� w\OE 2..-'��.,„Des ,ripti a a .dl excv a3on information is from the Subdivision G\AP M / .F..Q OF (3 \Op O1‘1F / w E SM-1:- ' ,jaran .e F�'aIic NO; SG 080021 15, dated February 10, 2016. �� 15 SRO 4p�g0 0 \�"� -• �P\\ s;"=:This' ro ertj;.i =SUBJECT TO and T' G �RTi \.\OF 0. / 5 \p' `'� �pS�MEN 45' '_ ' �- 'G 1 14.5 \s`•/;\ '., 6 =•: pR�\ERL" 2 OR N\ER 0�E � Ad* Is\ 10' 0 ie :t recorded under Auditors File Number AF #201510070026 (PSE 60 03 S-\4 ---- -- . gPC \ \ C..'"'!: r aserr� nt over newly installed utilities). MPRK i � 0�6 �,_.Gr 5 \�G S� f Zoning: (R2) Residential Low Density District. �\GN WO / 424" 60p3' e ' ' 'i :�\0 \ o`P � A = _ . .'S. Water Supply: City of Anacortes. \NPRA N 10 5 ;,s,,\ �� \ \ \ u, ; - a N .� :r:,.. PCity R� / n�\rli \ N �, 0 6. Sewer Disposal: of Anacortes. 0 N\CP \, �/ LO C ,� o, Q = 7. Storm Sewer: City of Anacortes. / 6p� EO�EO�pM ; `: �' '� \ \ \ cn rn �; ° qi G'AL 8. • Set Rebar and Cap #27807. Gp.OR F 4 p pF g`'N\k, c' ~'�` 45-- , ' / \ \ \- 1201 . rr ' _'_ _�'� \ C`1- 9. 0 Found Rebar and Cap as noted 2-29-2016. 60�3 SO 0 pF 6 (0 \�; % ! \ N ., _r„ =.t; -( .t 1 ._\ ‘,, �` = °off 0 10. Basis of bearing: Center lin of Oakes Avenue ROS #200408120020. -(0p \ /- se / \ \ No, rn :;; J ti\ ``:;. '` •: r z° `a- i J Epp- S.\pRM MEND / �P� 5 \ \ �, .f S \ � . �'. F ,_\,: . �`�°o 1p \N fps R , �p Pao N w Q - 20 \ 0 ° NiER E / so,. \ \ S \ PGA ; ., CA' \ ao �0 \ -�� -,; 0 CE M p\P s \N0 S \ SE -� \ �O 41 F 4 C cn , - - 45' i \ \ �, -� ' SF \ co.:, {'' �'`':.: 'k: '"-' A... .FRp\\- \ Cr% ,\ :5\ ........&'1130 ..i.c.'.:.051.'-- •''.1., ..,_, '•.....,. --""(!7„:._.__ ••.'.'' ..k:.:......: A ., , ,,,,c, ,,,,,,,,R. ,c,,e, s ..„ 04 w v`C;��i Q ° / .� ��OC '�\ Np� �_ � '` \ _ y; 4i 1 �C� sF 06 6 rn oG i \ \ N • -� \ �^O \ SF \ - S�\gP� _� -� GJ, 9 �p w ,,o N -- SF �_ F�oM _ '. ` T<J• '� \\0P CO"S �,�i� ��9a I '\%, - o_ := \ \A ENS 45' .. w 1,\ SF ". 8 \� ENE `-; '\� RD \ �� PR �� ; ��a�00 \\ \ � 'EM�N� r,: -�. PRE SpN\-PR \ \� S\o�g c,, __ �- 6pop o> 5 s �„ F • , N� ��M0-1 N :� . --45'• N� N 26� S \ 81 P�� \ �\,\� FAS -\-\.�15 R 0'`\�S� ' / �`0 • Cpp xS 2�59 1 / \ -� 2 ' \ a' i S° P\\\: 0� 54,1.'...': ;'r \\_:;.A04..ENS , p\A P\, cn \ g\0 S ,; CP : 1 :' � �tM \\NES 6p Op 98 �N �- \ 0� N �� CGES 2 :� p../ `:,. . ...1.„ �s`\_,<' P 39 W j \ No �,- 26 SF \ ' P pR\�1P°, =-:n_, �„.. \ts ._.��pOM '3 �0 �,� i P ''/ � - O.::::' , 1 lUll11A1A11111111111111p1111AU1)U111JAAl \ '� \ 1� \ 4� p \ % 'i N� " :.:. •,•` � \ 62•0 \, HER/y/ cr, \ 01 \ w ��. \ : 1 :; ; .. \ C.• of WAsy ..s -' \ '\9' • -"Z N ...‹c S - \" . S\tip: `250 ON : rifI. T\A41, �� ; a2 �\ ,� - ``▪ ;�E Ps ` S -_ \ Y �� � �; 6 �Op'• NaAA . `I ADDRESSES ^�i° ,rn °° rn\ 44' :A:':'''`\ ` 6 :. 04 gpR 4N OG Cj SHOWN IN BOX ON LOTS FS/F�lSTER,,.SJ\ \ i i \ / i .F� �p\cj / 0��� i �/AL LAND \\ A.. \ \ ACCESS TO , = �` EpR �� c'- \ LOT 1 \ j �, ?:` ▪_ + ?� PROPERTY LINE TABLE ��rcrraruurruarrcaurrrarnruaumrrau<<�`` /, .- \ %o° . ' . `�-_ :: r\b) N0. BEARING DISTANCE\ 13.0r... �� 0 HOA .•r�A,� : � = `; 96� �/ " SURVEYORS CERTIFICATE \ ,.. /Y _ O - „4.Q 5g, rn 1 N 18'23 35 E 23.97 \ LANDSCAPING . �� 1 __ =' 8 -` 2 S 20'17'36" E 99.36' herebycertify so, EASEMENT �j, "�39' ' _ :;,__'' "Z� I that the LEEWARD LANDING PLANNED UNIT c» \ % Or2 •'a 3 S 41'40 57 W 33.98' DEVELOPMENT is based upon an actual survey and subdivision \ \ '4�0 PK~11L T N 6�9 \-17 " ' performed by me or under my supervision of Section 23, \ ;:> " 1 :::, / 4 S 20'17 36 E 71.94 \ G ;;�= ,: - �`'f2.00 f��l. OCR=;;. � 5 N 69'42'24" E 30.00' Township 35 North, Range 1 East, W.M.; that the courses and 0..`: s''''' :: ;: PL .:'.,. distances are shown correctly on the ground; and that I have rt'� 0 �2 ':: j�� _ SEE SECTION TIE ON SHEET 2. ``` Ar : ;-," complied with the provisions of the statutes and platting '�: liA regulations and that permanent control monuments have been \ 6,6 - ..;r'=F.`f _ :„.„;� \ established at each and ever ntrolling c rner of t e parcel of land being subdivided. :: . 6i �r' � /� DALE K. HERRIGSTAD, P.L.S. .� =:, rtificate No. 27807 - '� Date _AA Y I 0,_ / .:'.ii:„.„---"T?, '.7.:.... '%'ri.._...._. ..0 ? PW # 14-013—DEV . SHEET � OF 4 A @ \ J' PLANNED UNIT DEVELOPMENT OWNER: LEEWARD LANDING, LLC P.O. BOX 319 :r - - .J .`�'.J. ...,-.,t. .r� . _ ANACORTES, WA 98221 DWN BY: DKH ,.-4 GRAPHIC SCALE =, ,. \ SURVEY IN THE NW 1/4 OF SECTION 23, - 30} : ,'- 0 15 30 60 120 CHECK BY: DH ,{: TOWNSHIP 35 N., RNG. 1 EAST, W.M. kl SKAGIT COUNTY, WASHINGTON DATE: March 2016 r_ _ ( IN FEET ) - 1 inch = 30 ft. SCALE: 1"=30' HERRIGSTAD ENGINEERING Sc SURVEYING SECTION 23, TOWNSHIP 35 N, RNG 1 EAST 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 Job2012=83 LEEWARD LANDING PUD , — 11111111;,11111111111111111111 A REPLAT OF BLOCKS 1201 & 1301 OF THE 20 .,_6 i51. :002 $ Skagit Courl�i#•'��udi#��:_. $173.00 5/12/2Q16 .R.,§ . =.2 . 411:07AM NORTHERN PACIFIC ADDITION IN SEC . 23 , : I _ 6��� cn � rr J;. TWP . 35 N , RNG 1 E . , W. M . ibi98 w 15 14 a = ANACORTES , WASHINGTON _ ';- `` 22 23 655�'So w = _ 60 \E SM —C � 15FR 440 a 0$0 :r-GC RPE \\%•%At p,\\. 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NOTES------\------ -- --- �` RpCj ,21" = �•,._A .^ ,P�27807 9`A2 L,. _ ryl FSS .'C/STEEC)..'A4'' 6 " 1l':'; his \~ ,oN... o AL LAN r' !p(lllf(f((((((1(11(l((((UI(((I(((ll(l(((((((Illll� Q PW # 14-013— DEV.r -k '�.ti - _ i -:. ± PUD-2014-0001 , SDP-2014-0001 -_mow,.. . i8_ .k . C; :NCRE1E��M UMENT SHEET 2 OF 4 n. n• `� ,,IN 'CASE VISITED �, ;: : PLANNED UNIT DEVELOPMENT OWNER: LEEWARD LANDING, LLC ": o a::,..r 2-19 09 P.O. BOX 319 = . `� ° GRAPHIC SCALE ANACORTES, WA 98221 DWN BY: DKH - Z ;r ,Y).'. 50 0 25 50 oo 200 SURVEY IN THE NW 1 4 OF SECTION 23, -M1 CHECK BY: DH + 2 23 TOWNSHIP 35 N., RNG. 1 EAST, W.M. ( IN FEET ) SKAGIT COUNTY, WASHINGTON DATE: March 2016 ' 1 inch = 50 ft. SCALE: 1"=50' - " HERRIGSTAD ENGINEERING & SURVEYING 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 Job2012-83 LEEWARD LANDING PUD illUllil III IIIII II ;I ` , 2.01 6 0 5;. ,.. 0 ?r 8 A R E P LAT OF BLOCKS 1201 & 1301 OF THE SF agit County Audit .6!;: `-._. $173.00 5/12/2016 P.p •';,. .,,:=-•3- f '`=i411:07AM NORTHERN PACIFIC ADDITION IN SEC . 23 , TWP . 35 N , RNG 1 E . , W. M . - ANACORTES , WASHINGTON , - - -= - '- - `k` CONDITIONS OF APPROVAL SIGNED JULY 6, 2015. LEGAL DESCR4 TIO :. .._..-. 'kl- r 1. Sanitation, recycling, and compost collection shall be picked—up from the 13. Development shall comply with the issued SEPA Mitigated Determination of PARCEL "A". r�.,. - ,. ' :k; _ ,i. 'M1S r internal private road serving the subject replat/PUD —not placed on Oakes NonSignificance (MDNS) mitigation measures as follows: �: n. ` ='s' Lots 3 tliaugh 1(' : irrlsi , Block '20.1 �' NORTHERN PACIFIC ADDITION TO Avenue. A. Development shall comply with all of the recommendations of the ANACO TES,"`os,. peg plat,:_re• cta rded'`an., olume 2 of Plats, pages 9 through 11, Geotechnical Evaluation prepared by Geotest dated November 4, 2014, listed 2. There shall be no parking permitted on any portion of either Oakes Avenue therein (MDNS Condition #1). in.clusiv #_ rocord ; of Sk4gi :.C anty, Ilashington. or the one—way street located within the development. No parking signage shall B. Pursuant to City of Anacortes' Shoreline Master Program (SMP) Appendix = • u "` • be demarcated onsite. ituae in : .he`'.; it+; of Antcortes, County of Skagit, State of Washington. A-3.9.4, unless otherwise provided or as part of an approved alteration, removal .3.. of vegetation from an erosion or landslide hazard area or related buffer shall be. :: ``'j."" 3. The proposed storm—water conveyance to the public outfall and easement prohibited. The applicant however has submitted a report, PA .EL`.;,/B . p pp geotechnical tree shall be considered private and maintained by the property owners of which it preservation plan, and landscape plan addressing proposed vegetation removal. .. f serves. Any vegetation removal shall be consistent with the submitted geotechnic..q.L•,:,;:.;:.; _ = All that):potion cif-'the right—of—way of the former railway of the Great Northern report, treepreservationplan, and landscapeplan (MDNS Condition :r$' - ,:! Railway + or pany in Section 23, Township 35 North, Range 1 East, W.M., 4. The proposed 10—foot storm drain easement and collector system near top p p # '`prescribed cue follows: of bank shall be private and maintained by the property owners of which it A'` ` '+ 14. The Homeowner's Association shall be responsible for the mabite-:ance of '.'.= serves. P -ri:;BeginnS. ri at the Northeast corner of Block 1201 in Northern Pacific Addition to all landscaping provided along the sidewalk fronting the subject property that ._.;''%-_: Anacortes, as per plat recorded in Volume 2 of Plats, pages 9 through 11 , 5. Proposed 15—foot sanitarysewer easement for pumplines and collector side runs parallel to Oakes Avenue. The height of any trees planted the.rein:;;,shall be -`: inclusive, records of Skagit County, Washington; p similar to the landscaping in the San Juan Passage dgvei. . t. PUD ontin '` g Y g service pipe on the north side of the proposed manhole will be in a private p g g P = g thence Northwesterly along the Northeasterly line of said Block 1201 extended, Oakes Avenue. This shall also be reflected in the CC c1 s..,.;Additi64911-._the'n:;,_. to a point 15 feet distant Southeasterly, measured at right angles, from the easement and maintained by the property owners of which it serves. , :'i maximum permitted height of the fence proposed ,tcatd wit1 tf� ;.. front yai�a"' center line of the former railway of said Great Northern Railway Company, as 6. The project shall comply with all applicable Shoreline Master Program setback shall be five (5) feet from grade. `'`_ located and constructed on March 6, 1940; regulations, including but not limited to, Chapter 5, Shoreline Environments & '. ;. thence Southwesterly parallel with said center line and 15 feet distant there Associated Policies and Regulations, Chapter 6, Environmental Protection General 15. Before final PUD/ replat submittal or .approv l i-; `;< given, the pplgicant/ from, to the Southwesterly line of said Block 1201 extended Northeasterly; 66:8 . Regulations, and Chapter 8, Specific Use Policies and Development Regulations. landowner shall submit a 5—year main ae'e:.:,and oRkitoring pla. to: the city thence Southeasterly along said extended line to the Northwest corner of Block for approval for all planting along tlie pubk: tr m ai!� jvat ,,.trails;.; ide walk located 1201 in said Northern Pacific Addition to Anacortes; 7. The following are the minimum building setbacks from the respective within the right—of—way, and pla, ngi'within''''th e `N.ati .4..Growl:h P_ tection thence Northeasterly along the Southerly boundary of said Northern Pacific �.property lines: Easement (NGPE) located onsite . .i, = ''`:.4.°,,,r.. Addition to Anacortes, to the point of beginning. A) Front: 20—feet -' f+:. B) Rear: 20—Feet C) Side: 5—feet 16. As modified since the SEPA MQNS vas issued, III structures shall be Situate in the City of Anacortes, County of Skagit, State of Washington. setback forty—five (45) feet from the_._top°,;,of the{` benk of the geologically 8. Both Tracts A & B shall be owned and maintained by the property owner, hazardous/ steep slope. "�..;:; - PARCEL "C": property owner's association, successors or assigns. ,'r'= , JJ 17. The tws ty eight (28) foot high deta d accessory structures (which may Lots 1 to 10, inclusive, Block 1301, "NORTHERN PACIFIC ADDITION TO 9. Private utilities shall be owned and maintained by the property owner, include ADUs)`'`shaii;, not exceed sixteen (16) feet in height (maximum) as ANACORTES," as per plat recorded in Volume 2 of Plats, page 9, records of property owner's association, successors or assigns in a manner to ensure their measured above,,Oci s. Skagit County, Washington. functioning consistent with applicable regulations. _ _ Situate in the City of Anacortes, County of Skagit, State of Washington. 10. The lots in this subdivision = -- - - +are subject to applicable water, sewer, and r;k stormwater general facility and hookup fees and transportation, fire, and park :, PARCEL "D". impact fees. These fees are payable at levels in effect at the time of buildi .E, 4...M1+ Thatportion of Government Lot 4, in Section 23, Township35 North, Range 1 permit issuance and may differ from those fee levels currently in effect; seer - . 9 and water latecomer charges may be payable. <. " East, W.M., described as follows: 11. Unless otherwise outlined within a vegetation management pun tka. a. ..:h_a 'c Beginning at the Northwest corner of Block 1201, "NORTHERN PACIFIC ADDITION been approved by the City of Anacortes, within the NGPE, veget 9tio:nr'or tree •- TO ANACORTES," as per plat recorded in Volume 2 of Plats, page 9, records of removal, topping, or trimming is prohibited unless approved by j)ithee City. The - Skagit County, Washington; applicant would need to submit an ISA certified report that states to tree is r',;. - thence Northwesterly along the Southwesterly line of said Block 1201 extended, dead, diseased, or dying and hazardous to surroundingruss, along; with a = = to a point 15 feet distant Southeasterly, measured at right angles, from the geological hazardous area critical area report to the-;City; of ,:Ana:,ort ' Plannir centerline of the railway of said Great Northern Railway Company, as located and Department and Parks and Recreation Department =revii ew . nd `A.pprov9.a.e.,_.:.:i.='' constructed on March 6, 1940; Notwithstanding, vegetation tree removal from;;_eln erosion at; lari slid „hazard :.;;;;;r'`J thence Southwesterly parallel with said centerline and 15 feet distant therefrom, '- ....... ' to the Southwesterlyline of Block 1301 in said Plat extended Northwesterly;area and its associated buffer is prohibited.==`per-:=��MC §.<;;17.7-f��,26�14). -- � Y� = • ., ;.. �ti, thence Southeasterly along said extended line to the Northwest corner of said 12. One twenty—eight (28) foot hi h j� eta:u-bed,;2 O0_i,square foot . �' naximum Block 1301; accessory building is permitted on.;-eacj ' lot r•ovicle ¢ it is in corri' i'i'ance with all thence Northeasterly along the Northerly boundary of said "NORTHERN PACIFIC other bulk and dimensional star arci for the ' ne'::except where modified ADDITION TO ANACORTES", to the point of beginning. through these conditions of •, pprg'al. Whiei=4, an 'i cce sory dwelling unit (ADU) is proposed within said building, =t.he' ;livirfe ppe'e sha not exceed 1,200 square Situate in the City of Anacortes, County of Skagit, State of Washington. feet. Impact fees & GFC shall lap p Siata at the time,irof building permit issuance for both .t 'ryAt'U end .pima ' residence. The 2,000 square foot (maximum) pert tited,-,.,sec.essa` baildiri6,,size and 28 foot high (maximum) height limit var4anae/deviar1-e ;ly a pliec�. to lots 3 through 9. Accessory structures onot 1o'1, 2, & ' stall ri^ et` :current zoning code standards including:; but Oot `;;limited to rrrxirmum permitted building size and height. ' _ ==k i. PW # 14-013— DEV c,„ _ = _ .,.,, PUD-2014-0001 , SDP-2014-0001 . :_t: SHEET 3 OF 4 A. LI �'` PLANNED UNIT DEVELOPMENT OWNER: LEEWARD LANDING, LLC ' ,::,..r.., ��lll1)1)11111111)1111111/)))lIA)1))!1/)I))111111)ll�l P.O. BOX 319 �, HERRI ANACORTES, WA 98221 c. .i wAsy ' DWN BY: DKH ` v %c; _ ► SURVEY IN THE NW 1/4 OF SECTION 23, -: c�i %z"' ' if 1 TOWNSHIP 35 N,, RNG, 1 EAST, W.M. CHECK BY: DH - ► 0 .9 _ i SKAGIT COUNTY, WASHINGTON off..• �F27807 to—I, DATE: March 2016 ,'. SSA-OVAL LAND�'� SCALE: n v llk HERRIGSTAD ENGINEERING & SURVEYING oted 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 Job2012-83 LEEWARD LANDING PUD H I I II I I I I II I I I I I I IIlIi t 2016051 ,Z0024 A REPLAT OF BLOCKS 1201 8c 1301 OF THE Skagit County Audito ,A :.>s.dr,'. 7:?,.. $173.00 NORTHERN 5112/20'I6 Page,. =,;' of 4 �"-:_07,4M PACIFIC ADDITION IN SEC . 23 , r±' TWP . 35 N RNG 1 E . , W. M . DEDICATION Know All Men by these Present that SKAGIT`' .ANK}, Md'r t 9ge.:. H ers and l' ANAC 0 RTE S WAS HIN GT 0 N LEEWARD LANDING LLC, owner of the : fj ; hereby `g1 r i, 'd1 ar ;this plat and dedicate to the use of the public,,;fei-exec, streets lead avn.lues sh wn hereon and the use thereof for all pubt a ..p oses consioter .. with the,_, se thereof for public highway purposes toget9Frer wfth the,;.r�r ht to`i;-na all necessary slope for cuts and fills upon the lots e ad `:blocks_-nhQ. ;n; hereog irr_,the original reasonable EASEMENTS PROPERTY NOTES: grading of all such stre:ot k and ave es.r iown hgreoi tiiii "he Owners and their 1. An easement is hereby reserved for and conveyed to the PUGET SOUND 1• Tract A is to be granted to the Leeward Landing Homeowners assigns hereby waiver ?'all cigims'',fpr ctpttinages iia st which may be occasioned ENERGY INC.(A.F. NO. 200807140094), FRONTIER COMMUNICATIONS TELEPHONE to the •. .cent proprtiJ b ,+the`�. ontruct{9ro; drainage and maintenance of said Association for the purposes of aedestrian trail stormdiand COMPANY, CASCADE NATURAL GAS COMPANY, AND COMCAST CABLE TELEVISION p , drainage road a d o area. COMPANY and their respective successors and assigns under and upon a 44 landscaping with the construction and maintenance being the responsibility ;;:._.,. ; ; '" foot wide private access and utility easement across lots 2 through 10 as of the Leeward Landing Homeowners Association. r;: shown on the face of the plat and extended to the Oakes Avenue right—of—way . +' :;. ,; - -: - 2. Tract B is to be granted to the Leeward Landing, LLC. The 15 foot :i'r � _through a 30 foot wide easement on Lot 10 and 44 foot wide easement on Lot --- - -' wide trail easement shown across Tract B is granted to the Leeward LEE AR.`... -R1NG'�_ C ' 1 ...:d. - 2 being the full width of the lots at Oakes Avenue, as shown on the plat, in LandingHomeowners Association for the i i which to construct, operate, maintain, repair, replace and enlarge underground purposes of a pedestrian trail ; is with the construction and maintenance being the responsibility of the ,"`-" ,_M1'+.' ;., pipes, conduits. cables and wires all necessary or convenient underground or ���=:;, Leeward Landing Homeowners Association. _ ___ _ ___ . M1' ground mounted appurtenances thereto for the purpose of serving this " SKAGIT B '`.,rK subdivision and other property with electric, gas, telephone and other utility ., service, together with the right to enter upon the streets, lots, tracts and ;;;;:•:: A = ~"r ', spaces at all times for the purposes herein stated. F ;;.Stilt of Walin ton t9urA of .5ka.gt 2. The private road within the 44 foot wide access and utility easement will be I rrtify'` 'ha#a i know of have satisfactory evidence that si r& :,- hi A'instrument, on oath stated that he she was are authorized to execute the the responsibility of the Leeward Landing Homeowners Association for the �r=_.r 9 (he/she/)/) (was/are)) purposes of a access road with maintenance being the responsibility of the . instrument and acknowledged it as the Nles'bt er of Leeward Landing Homeowners Association. -`.':! . LEEWARD LANDING LLC to be the free and ``=° '`- ;,!..voluntary act of such party for the uses and purposes mentioned in the instrument. 3. A Native Growth Protection Easement (NGPE) is hereby reserved over the -. D r 20—�—tO— k; _ Given under my hand and official seal this _�____ dayof area on the subject property located within 100 foot landward of the Ordinary Notary Public in and for the State of Washington High Water Mark. The NGPE shall remain undisturbed except as authorized by `: ` the City of Anacortes after review and approval of a plan for the activities as _ =- ',I.< '.° ±I Name printed eF i hVl I L Wet u ✓� described in the NGPE agreement recorded under AFN 2.(Z1Sob%L2 QD_ ___ - '''Ni. III �� : 111111// I - Residing at WBUX j l Cra.3 ,\\`\,`NELL4,4,/'% 4. A 15 foot wide sanitarysewer easement, side of k' _ 4I— 1. E ',1. �����N�XP�9 •• e t, 7.5 feet either the My commissions expires .�12' F property line between lots 6 and 7 is hereby granted to the Leeward Landing ;k. __ 'a?•a .°PRv •z� Homeowners Association for the purposes of sanitary sewer force lines to each =;; :0= PVC v o\ individual lot. The maintenance of each line is the responsibility of the lots for = = �o \ , which they serve. _. ' i,(PJ;• gPRIL o' ' \- . .:'" qj�. wPg 5. A private landscaping easement adjacent to the private access road across `-' Lots 2 and 10 as shown on the plat is hereby granted to the Leeward Landing - fr' Homeowners Association for the purposes of landscaping and maintenance. State of Washin tQ -�:. County of SV�c�r 6. A 10 foot wide storm drainage easement on and across the northern I certify that I know of have satisfactory evidence that I�•a•��0„, portions of Lots 2 through 10 as well as Tracts A & B, centered over the _ signed this instrument, on oath stated that (he/she/) (was/are) authorized to execute the storm drainage system as constructed is hereby granted to the Leeward Landing _ '- _ ---_ -Y' 1:f=-' ' ` ' Homeowners Association for the purposes of storm drainage and maintenance. instrument and acknowledged it as the _Vitt- l4Pvd- of = CITY :._ AN -CORTES APPROVALS -, ::: SKAGIT BANK to be the free and TI7 Pib ring` ` omrri of e City of Anacortes meeting in voluntaryact of such partyfor the uses and 7. A 5 foot wide storm drainage easement on and across the eastern p i4. =:1.. ;. LQ�' �• p rposes mentioned in the instrument. of Lot 10 adjacent to Tract A, as shown on the face of the plat, is here.. - eVI9 ses .on .4 . _--.. 1'__ 1,t ___ did find that the teefard<�:.tand1a"- PUD serves theGiven under myhand and official seal thisV\A granted to the Leeward Landing Homeowners Association for the purposes off::,. :, public use & interest & has L____ day of 20�� storm drainage and maintenance. ' z�thor zed the Subdivision Administrator to execute its written Notary Public in and for the State of Washington �" EL ��,, / .... a _ Name printed ny1 D L WQ Cane" ,����s�........'Q 8. A 15 foot wide Private Trail Easement on and across Trc t a- over .. r`': 'PbeOX CIS y2 C�,e% •• Fs'• _ ---- Residing at 1_ _CC 4 1P"" the existing trail location is hereby granted to the Leeward lend€n Homeowner _ o :z= 9 > i nature of PlanningDirector =W•0 a -- Association for the purposes of a pedestrian path wit{ .:_the rain enance bei i ry gn My commissions expires 4-Al2-Olt _0 --'\\c ;o_ the responsibility of the Leeward Landing Homeowner ``A.:;�ocicition _ _ 'Aporov I by the Council of the City of Anacortes, WA, this a'�,•• 0 20_:�\ �� �-� dayof � 201 q ,. ‘z.. ' - :..._ ATTEST ,,�9TF OF �; \‹. City Clerk , NOTES ��i,,rrlll�ll�� 1. Subject to Declaration of Covenants- J T t f .- +.' - Examin approved this 11__ day of _MaV 20 _ T SKAGIT COUNTY TREASURERS CERTIFICATE ,` orrition .., erictins, ' :,. _ — (CC&R's), Geohazard Covenant and,MF—?tE fOpin''t 4tinc, 'Agreemef ;t., re corded I certifythat all taxes heretofore levied and which have become a lien upon the together under; _ - :;.,=` �/ p '.':_rt: City Engineer ,,� lands herein described have been fully paid and discharged according to the , ?�! : ��. :,: records of my office, up to and including the year of 20_L�_. AFN . .~ • Skagit `"" `' "' ;l ' -' r CITY TREASURERS CERTIFICATE I � �` Co ry Certified this l Or day of _L"l__ __ , 20 -1Q__. y�� OFFICIAL Ce, 2. The PUD refer. -te�'•; M nbet SPUD-i1O14-0001 and Jdate of approval — �, I hereby certify that there are no delinquent special assessments / ��r shall be included in Q.11_. deer any_ c tracts. and all special assessments on any of the property herein contained , dedicated as streets, alleys, or for other public use, are paid in Skagi County Trea urer IIIIII ;:=1 =, full. • `.: N 111....1111 S c , This __-___ dayof ,N 20 t_ � o --------- - PW 1 — — °�.��Was ;., k, - _ - _ Treasurer, City of Anacortes PUD—2 014—0001 ,,.;' IP -"A ke---P SDP—2 014—0 0 01 �: _ SHEET 4 OF 9 OWNER: LEEWARD LANDING, LLC PLANNED UNIT DEVELOPMENT x ,:_ -• ,,,, w,m)»»»»�»»»»»»»»»»»»m,,�� P.O. BOX 319 �, HERnlC ANACGRTES, WA 98221 ti `i. . - c...•of WA4 J' DWN BY: DKH 1 •v SURVEY IN THE NW 1/4 OF SECTIGN 23, -`,. ► 1 1 ty' - " f, �C' ` TOWNSHIP 35 N RNG 1 EAST, W,M, CHECK BY: DH - _ �l0 o .. 2 eo7 a :" II SKAGIT COUNTY, WASHINGTON DATE: FSS''FC/STERE .q. -kr)A b March 2016 ,.- �'NAL LAND�� HERRIGSTAD ENGINEERING & SURVEYINGwawa au amagmaamami 00-' SCALE: None 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 Job2012-83