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HomeMy WebLinkAboutPermit File BLD-2021-0367 3116 W2nd Street t Y a• City of Anacortes Invoice/Permit#: BLD-2021-0367 904 6th Street Applied date: 05/11/2021 P.O.Box 547 Anacortes, WA 98221-0547 Issue date: 05/11/2021 `- Expire date: 11/07/2022 '' (360) 293-1901 Job Address: 3116 W 2ND ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: ADU-NEW ADU IN BASEMENT OF A NEW SFR AT 3118 W 2ND ST. ADU FEE AND PLUMBING AND MECHANICAL FIXTURES WERE PAID UNDER BLD-2020-0390. NEW HOME ALREADY HAS C OF O. WILL NEED RECORDED ADU COVENANT PRIOR TO C OF 0 FOR THE ADU. SQ OF ADU IS 900,WHICH IS ON ORIGINAL BUILDING PERMIT OF NEW HOME. Owner: ALI AKBARI Contractor: STRANDBERG CONSTRUCTION Address: 7133 BOCAIRE DR Address: 2018 RAVE LAS VEGAS NV 89131 ANACORTES WA 98221 Phone: (702)436-0544 Phone: (360)293-7431 License#: General Information: Fees: ADU Y Flood plain development N Total Calculated: Deposits/Receipts: 0.00 Total Due: The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation, guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information,or in violation of any City ordinance, regulation or order,state or federal law, or any order, proclamation, guidance or decision of the Governor. This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED Y CITY OF ANACORTES . G � oeti BUUI DL1G DEPARTIIENT °' LISPECTION CARD (360) 293-1901 n (Card to be on job site at aril times) Job Address: 311$W 2ND ST APH: Permit tt BLD-2021.03e7 Issue date: 05/11r2021 Permit Type: Single Family Alteration/Repair Permit Expire date: 11/07/2022 Remarks: ADU - NEW ADU IN BASEMENT OF ANEW SFR AT 3118 W 2ND ST. ADU FEE AND PLUMBING AND MECHANICAL FIXTURES WERE PAID UNDER BLD-2020-0390. NEW HOMEALREADY HAS C OF O. WILL NEED RECORDED ADU COVENANT PRIOR TO C OF O FOR THE ADU- SO OF ROW IS 900, WHICH IS ON ORIGINAL BUILDING PERMIT OF NEW HOME. Ap pl leant: C ontracor: Owner: Lender. STRANDBERG CONSTRUCTION STRANDBERG CONSTRUCTION ALIAKBARI 2918RAVE 2018RAVE 7133BOCAIREDR ANACORTES, WA 98221 ANACORTES \ A. 9822' LAS VEGA5 NV 89131 {3136}292-7g- ,+ (BOO)293-7431 43t.1!44 LicensE &- Inspection Date Initials Comments Inspection Date Initials Comments Stormwater BMPs* Insulation*** Site,Soil& Footing** Drywall Foundation** Roofing Perimeter Drains*** Permeable soil depth ***Do not cover until signed off. Post Pads** Site Drainage ^^Soil Depth is a prerequisite for storm and building finals. Plumbing Ground Work** Stormwater Final ^Do not remove window labels until approved Slab Insulation** Backflow at boiler! *Do not clear,grade,or dig prior to stormwater inspection. Underfloor Framing*** Building Final**** **Do not pour concrete until signed off. Exterior Nailing*** Public Works !Verify backflow assembly and report at in floor heat installations prior to final. Rough Plumbing*** Sewer Connection Do not occupy building before Final Inspection is Gas Piping*** Storm Drain signed off and certificate of occupancy is issued. Connection _ Rough Ducts and Vents*** Curb Cut Fenestration U Factors^ Public Works Final Framing*** For Public Works inspections,call 360- 293-1920 G1zYo � Anacortes Planning, Community & Economic Development Department 904 6141 Street/P.O. Box 547,Anacortes, WA 98221 /00-13S. (360) 299-1984-Office Hours: Mon-Fri 8:00 AM—5:00 PM ADMINISTRATIVE DECISION: ACCESSORY DWELLING UNIT Date: May 11, 2021 File Number: Accessory Dwelling Unit Permit, BLD-2021-0390 Proposal: The applicant is requesting to permit the conversion of the existing crawl space to an 862.66 sq. ft. Accessory Dwelling Unit(ADU)within the Single Family Residence (SFR). FINDINGS OF FACT: 1. The subject property is located at 3118 W 2nd St., Anacortes, WA 98221, and identified by Assessor's Parcel Number: P58470. 1.1. The proposed ADU has been assigned the address of 3116 W 2nd St, Anacortes, WA 98221. 2. Statutory Warranty Deed recorded June 11, 2019, under AFN: 201906110066, identifies Ali Jaison Akbari as the legal owner. 3. The subject property is located within the Residential Low Density 2A(R2A)zoning district. 4. The subject property is currently developed with an SFR. 4.1. Pursuant to AMC Section 19.47.030(C)(1), an ADU may be established in any zone on a lot with an existing SFR. 5. ADUs must meet the required standards and criteria pursuant to AMC Section 19.47.030(C). 5.1. The proposed ADU is to be constructed as an attached living area. 5.2. The subject property does not currently include an existing ADU; therefore, the proposed ADU would be the only unit on the property. 5.3. The proposed ADU would not be able to be separated or subdivided from primary residence. 5.4. The proposed ADU is to be a total of 862.66 sq. ft. of gross floor area. 5.5. Height limits for ADUs enclosed within the principal building are subject to the height limits for the applicable zone. Building heights for the R2A zoning pursuant to AMC 19.42.020 is 35 ft. The proposed ADU is to be located within the primary residence which does not exceed the 35 ft. building height. 5.6. ADUs enclosed within the principal building are subject to the setback requirements for the applicable zone. The proposed setbacks exceed the required setbacks pursuant to AMC 19.42.020. 5.7. The proposed ADU would include a bathroom, kitchen, bedroom, laundry room, and living space. 5.8. The proposed ADU along with the existing residence can adequately provide the required (3) off-street parking spaces. Page 1 of 2 5.9. The proposed owner would be required to occupy either the primary residence or the ADU for (6) months or more in a calendar year. The owner/applicant must record a notice against the property title with the county auditor, describing this requirement. CONCLUSIONS OF LAW: 1. The proposed ADU has been reviewed for consistency with the regulations outlined in AMC Chapter 19.47 regulating Accessory Dwelling Units in the City of Anacortes. 2. The proposed ADU permit application was processed consistent with AMC Table 19.20.030-1 for Type 1, Administrative Ministerial Review. 3. Any Finding of Fact that is more correctly a Conclusion of Law is hereby incorporated as such by this reference. DETERMINATION: Pursuant to the above analysis, based on the file of record, the proposal, as conditioned, meets the requirements for an accessory dwelling unit per AMC Section 19.47.030. The Administrator hereby CONDITIONALLY APPROVES the applicant's request to construct an accessory dwelling unit on the subject property. S-i,- , Don Measamer, Director of Planning, Community, &Economic Development Date CONDITIONS OF APPROVAL: 1. Pursuant to AMC 19.47.030(C)(10), the owner/applicant must record a notice against the property title with the county auditor, on forms provided by the City of Anacortes Planning Department; a copy shall be provided to the City of Anacortes prior to the issuance of the certificate of occupancy for the proposed ADU. APPEALS: Pursuant to AMC Section 19.20.180, the applicant or any party of record may appeal this administrative decision to the Hearing Examiner by filing a notice of appeal delivered to the City Clerk within 14 calendar days after written notice of the decision is mailed and with the appropriate appeal fees. Page 2 of 2 hs= °•� Anacortes Planning, Community & Economic Development Department 9 � q 904 6TH Street/P.O. Box 547, Anacortes, WA 98221 4.1110111,4? (360) 299-1984-Office Hours: Mon-Fri 8:00 AM—5:00 PM BLD-2021-0236 — Read ADU Project REVISIONS NEEDED: 1. Please provide the floor plans for the 1st floor of the garage/accessory structure that demonstrates access into the ADU building; this is required to demonstrate compliance with AMC 19.47.030(C)(9), ADU entrance standards. 2. Please revise site plan to demonstrate the following: 2.1. Pursuant to AMC 19.47.030(C)(6)(c), detached ADUs must provide a minimum of 10% usable open space; please provide that calculation to satisfy this criteria. 2.2. Demonstrate that the existing garage/accessory structure meet the setbacks as outlined in AMC 19.47.030(C)(6)(a-b). Review Authority: Emily Morgan, Associate Planner Planning, Community & Economic Development Email: emilym©cityofanacortes.org Phone: 360-298-4350 Sincerely, 4roi 04/05/2021 Emily Morgan Date Page 1 of 1 DESIGNED BY PROJECT DESCRIPTION PROJECT INFORMATION J. STERLING DRAFTED BY: NEW SINGLE FAMILY RESIDENCE PROJECT ADDRESS: J. STERLING N 0 N ZONING TYPE: R-2 3118 W 2ND ST. , ANACORTES, WA 1/4" = 1' U.N.O. I 0 98221 2 DATE o w 06/16/2020 CODE COMPLIANCE PARCEL# P58470 O8/26/2O2O ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND 09/15/2020 ORDINANCES AND THE FOLLOWING: 04/05/2021 - 2015 INTERNATIONAL RESIDENTIAL CODE - - 2015 WASHINGTON STATE ENERGY CODE t - 2015 UNIFORM PLUMBING CODE 'is"u■ mmil .em.- Amin OM&, CD 1 immuthlinni am ��Ili:N rR��Sev� ■ et � till LJ 1 �lia. r�i ____ tin II la)�r��V u_ eeeee��= W / '\�� n��eeeeeeit�ili►. I ❑ DEFERRED SUBMITTALS .:::: . ,, . PLAN AREAS 1111 I11 I 1 : 11 : 111 . \ MAIN FLOOR 1 ,906 SQ.FT. N ma 1 . MECHANICAL HVAC SYSTEM DRAWINGS 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS aim IN i'i7'��''m'u� -- - TOTAL LIVING AREA: 1 ,906 SQ.FT. p 3. NATURAL GAS DISTRIBUTION DRAWINGS _ '= CCCGC: ���� —� - _ 4. PLUMBING DRAWINGS �elw�, • iii�i GARAGE 497 SQ.FT. C 5. ROOF TRUSS DRAWINGS / CALCULATIONS _ I �����= I I N 6. FLOOR JOIST DRAWINGS / CALCULATIONS i =��� i� � 7-] ���� co Mop �e� -s:= ��. ,� _ ENTRY 96 SQ.FT. 7. LANDSCAPE PLANS iii + ;i ' ' - ' ` - - ` �s.�'a A�ul� OPEN DECK 218 SQ.FT. L 8. LIGHTING PLANS - I untom I1 E 9. CABINET SHOP DRAWINGS ��mum I�MIN I � ° 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS v 1, - �� N 11 . FIRE SPRINKLER (IF APPLICABLE) - �me $ 1 w 12. SOLAR PANELS (IF APPLICABLE) 'NM ` �_ \ _ LI MEI [, L , -� 13. ELEVATOR PERMIT (IF APPLICABLE) ;'� . '..4 .�� ~�- - FIRE AREA: 2,499 sf E 0 U O _ • FIRE FLOW REQ. = 1 ,500 sf N 0 DESIGN INFORMATION _ .s Q0 NEAREST HYDRANT = 233.7' ° 6) 0 BUILDER: STRANDBERG CONSTRUCTION, INC. z o -,,, w co P.O. BOX 319 ANACORTES WA 98221 HYDRANT: #895 0 0 m 0 . 0. J z • Q N .. 0.360-293-7431 FLOW TEST = N/A _ om m 2 � Q M � rinFilE � ES 2ND HYDRANT = 269.7' DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. AKBAiRl[ ][ ) ENciE JASONS@STRANDBERGCONSTRUCTION.COM HYDRANT: #414 Q 3118 W 2ND ST. , ANACORTES , WA 98221 FLOW TEST = N/A rw, DRAFTSMAN: JASON STERLING - STRANDBERG CONSTRUCTION INC. U) JASONS@STRANDBERGCONSTRUCTION.COM O Z Ill z wr LAYOUT PAGE TABLE REVISION TABLE 1- 0 ° CONTRACT DATE w z N PG# TITLE COMMENTS PG# DATE DESCRIPTION w Q N COVER SHEET 1J gi 1 _ u) Cl SITE PLAN w a Q N C2 STORMWATER BMP'S ct m 00 C3 CURB , SIDEWALK, AND DRIVEWAY Q � co AO ARCHITECTURAL NOTES Al FOUNDATION PLAN Q QU ZZ� A2 FOUNDATION DETAILS m§r„ NH A3 ADUBASEMENTLAYOUT H �z„Uu, W aFZZ. � amo Hal A4 FLOORFRAMING PLAN w ;lit z w�O N T = -op A5 MAIN FLOOR PLAN ,�aa � ��?x v♦1 w� ui� � KUU Pp! �ao�o A6 ROOFFRAMING PLAN UJ ih°° a rto�z W oozUo a��m'a Fx�wrt ZZ�Zo A7 BUILDING SECTIONS N°° - O Z W a s 7 U Z WH A8 BUILDING SECTIONS U ammo oo = FZU� A9 EXTERIOR ELEVATIONS °az FA AIO EXTERIOR ELEVATIONS OWNER APPROVAL SO STRUCTURAL NOTES INITIAL: S1 ENGINEERING INFO BASEMENT PLAN PAGE #: S2 ENGINEERING INFO MAIN PLAN PAGE: 1 of 18 NDESIGNED BY: J. STERLING (-- -...--- DRAFTED BY: o random fit; }' i J. STERLING N N ‘ ,' L _ ,� ;�_ . ..z�: v III �� s U.N.O. `� �_ ^, ti� e � filter fabric1�8" = 1' V ry - TwiY_°'.5?'.v�hl-_1 �4.ti; �'•a ..1 NW — . : NDSC E LEGEND LA AP4„peFfpiP s. 16' ALLEY O DATE o _ .� - t, --3a-washed rook SSMH ° s. Lu %AO (.0 L_ ] LAWN AREA OR 06/16/2020 z } '' �� EXISTING VEGETATION N # Ri. I o se SS STUB LOCATION ss UNKNOWN,VERIFY _ - _ 08/26/2020 ss - - - - - - - sE z " min. - I N 69°D43'05" E 89.99' - es - - se - - - - - - N 111 I ill 77-1 CONCRETE DRIVE 09/15/2020 Trench X-Section I ° N 11/441/4 _ HG�V=s — _ _ HIGH VIE 04/05/2021 N , E "' MI 'A �' SILT FENCE — — _ HIGH VIE SILT FENCECLEARINGLIMIT-STANDARD — — — - - — — — HGHVESILTFENE — — _ —N \\ - Q� HIGH VIZ.CONSTRUCTION FENCE - r MULCH PLANTING BED 'O = TO BE INSTALLED WHERE HIGH VIZ CY) SILT FENCE N/A Si Z dope 1 0 : .. �O 10 _ N L'Oa I EXISTING BEDROCK UJ `� ID . � toroad 1.:�\� .:: 6'•,O Co <0. y drainage sysEent ,� . \ ,,, , o D / , II .... .. .. ... ..: — .... ... .. B� Z �t /' \\ 1p 2 DECIDUOUS TREE °level trench wlperf pipe C O \ c W159 SF zo 10 iS I I z Plan Vier Of Roof > ii CONIFER TREE N Sii t40 TO SCALE I — 1 .:...... .......................... 1 2� cfl b/ \ I - 58.‘ i '-0" N - _ ' IMAM= co t.. In 0 F r I I- I I I 2962 SQ. FT. OF ROOF WILL TIE I `7 di t L INTO THE STORM WATER TIGHTLINE. C1 Perforated Stub-Out C In tin Q17 1 I I ,7 SHRUBS / PLANTINGS Revised December 2015 11:::: DEPARTMENT CF I I I :::: .... .... ....I:::: .... .... : t i' 11 - ECOLOGY Please see tariplA�l.mecy+.w.e.govicooyrrgh .htm for vo„yr,ght notice including permissi r.. 0 11 I LOT ( S F R I I O �U ;ate of Washington lirMataonof liability,and disclaimer. I k 1 o MINIMUM TREE DENSITY o 1: I I 1 . ANACORTES MUNICODE-16.50.070 r --• QSFF = 92 .00'� 1 N CO 2 8 9 9 9 F Calculation of the Total Tree Units Required.The total number of tree units required N ÷, _. .... r..:: .. I - to be provided b are ulated project or tree conservation permit approval listed in NOTE: b X rs v 0Lo Section 16.50.100 shall be calculated by dividinggross site area, minus any public - CLEARING LIMIT TO BE ENTIRE LOT — W IFR t n n3 J �(1 - \ i or private street rights-of-way, by one thousand Table 16.50.120(D).The result of OD — 0 O 1....:.: I \ `�'J - 0 the O o (..:: 11111111 [ I I 5 o calculation will be the total number of tree units re uired for the ro ect a royal LL 6) COT- N within the building site. Z q P l pP CO -0 - STANDARD HIGH VIZ. CONSTRUCTION ' 4 t / _ ' o Cr) p ► I I COV D E 7R o N FENCE TO BE INSTALLED WHERE HIGH VIZ. I J_J 0 -�' r41 Z LOT SIZE : 8999 SQ.FT. TREES REQUIRED: 9 x ti in i 4 \ I I0 SILT FENCE N/A. W O I 24'-5 1/2" I LOT INFORMATION 0211 Q - CUT AND FILL AREAS TO BE ANYWHERE HOUSE, U T r r , o i DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL - o ' tr I LOT SIZE : 8999 SQ.FT. m ¢ �' \ LLI N I t... .... .... .L. ....i w .... .... .... .... ...t a• I 0_ 1 APPROXMATE, DEPENDENT ON FINAL GRADING. \ . Z o �a -i CLEARING LIMIT AREA: 8999 SQ. FT. 1 J \ � X 22'-0•7200" W ' I \ ' MAX BUILDING COVERAGE: 3149.65 SQ.FT. Q - CONCRETE WASHOUT AREA LOCATED ON SITE OR I V , 11) -- --- W LOCATION OF PERFORATED N I I �I�� 2 CAR 8'-0" w AT ROCK RIDGE PH5 DEVELOPMENT WASHOUT LOCATION. STUB-OUT CONNECTION BMP T5.10C GARAGE ACTUAL BUILDING COVERAGE (27.81%) = 2503 SQ. FT. ' ` --� - v i ® ' I 5 IMPERVIOUS ROOF AREA W/ OVERHANGS : 2962 SQ.FT. - VERIFY UTILITIES EXACT STUB AND HOOKUP LOCATION L 40'-0" J w i �9: 1 - FF=92.00 O z W WITH SUPERVISOR. �.. �J.$ 1 I IMPERVIOUS DRIVEWAY& SIDEWALK AREAS :721 SQ.FT. t 1 W - 1 . MAX 20' WIDTH DRIVEWAY ENTRANCE @ STREETHit Y ' i a 01 I TOTAL IMPERVIOUS AREA: 3683 SQ.FT. z Q 0 (AMC 19.53.030 �� tl C2 gip I I _ 0 15 —6.6653 II I PARCEL# P58470 ZUJ < - 2. RUNOFF FROM DRIVE NOT ALLOWED TO SHEETFLOW t 56 SG - o- y I ADDRESS W Q N TO STREET (AMC 19.76.070 - CONVEYANCE) INSTALL I 00 �� ► y W_ — T . 3118 W 2ND s NACORTE , A98221 U ^— T. A S W STRIP DRIVE. OWNER AKBARI J kiIt f o -, H - 3. PROVIDE A DRIVE OVER METERE BOX, IF ONE DOES NOT EXIST. 4 �,�� 1/ MINIMUM REQUIREMENT #2 BMP'S 0 I m 'h :� DRIVEWAY w I: 121 1� a r r —� ;, A BMP T5.13: POST-CONSTRUCTION y 4, z 440 SF o 1 \C2J/ SOIL QUALITY AND DEPTH el- ,+*VAIL-'-'* --10' Ct CO rx NEAREST FIRE cn I I :\,� , ``� �' I� 0_z IN-I , I B HYDRANTS ' _ P J BMP C233: SILT FENCE CO x - AM_ _ SILTFWCE '^ cn V I/ (C2) < N- --I I #895FLORI DA AVE . — `o @ W W� ,I 0 i _ ,L J m o BMP C105: STABILIZED CONSTRUCTION AND W. 2 N D STREET p I ° A o ENTRANCE / EXIT #414G E O R G I A AVE. L1.1 I N 69 D43 05 E 89.99' Q. @ o D STORM DRAIN INLET PROTECTION a \ LLI z l�z / o� 40.20 00 d W AND SR20 I = o � - O�ODU Z d aU O�U O Q z . ' BMP C123: PLASTIC COVERING w°a� W Q / SOIL STOCKPILE az°= ���z� 7 ..amo Pal 92.94' ° DRIVEWAY 0 � � BMP C123: PLASTIC COVERING DRIVEWAY STRIP DRAIN N r 746 SF Q Q Cp lEr / SOIL STOCKPILE Q . W OR CATCH BASIN °` : ~awe PP m ° • - _ - ��_ � � TO TIE INTO SD TIGHTLINE ����'�`�"'�'�'-""�""'�'�'�' z�"'�'�� � � � � w��w \ METERS AM BMP C154: CONCRETE WASHOUT AREA =Qo�o STOP SIGN o �', W zoz�o t o z - Alk I ■ ■ ■ .° BMP C130: SURFACE ROUGHENING oga°o Zz�Zz SSMH C er a i ■ r zw�aa _ p 9 - 0 --_____ , , ••••••••- ,,r r, AL D o�o w . n° BMP T5 10C• PERFORATE aw�NLL Zw�00 W STUB-OUT CONNECTION 861 a : 000= 0 a . ■ ■ ' EX 5 S I D EWAL iaE°I / - ' Dora I1...d �Z GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS AS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS I GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS - GAS - GAS - GA I o OWNER APPROVAL PLAN AREAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS I GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS I INITIAL: I CB TYPE 1 MAIN FLOOR 1 ,906 SQ.FT. PAGE #• EX. SDMH #884 TYPE2 RIM = 95.04' TOTAL LIVING AREA: 1 ,906 SQ.FT. Cl 1 W RIM = 94.96' I . E. = 93. 14' 9s 2 N D ST R E ET GARAGE 497 SQ.FT. PAGE: • E. = 89.31 ' \ ENTRY 96 SQ.FT. I 1 2 of 18 w I w w w w w w OPEN DECK 218 SQ.FT. 1 I 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 WASHOUT OFF-SITE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT IS WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT NATURALLY OCCURRING UNDISTURBED SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS DRAFTED BY: ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. (UNDISTURBED) INCLUDING:WATER INFILTRATION; NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT c 1 ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW TRENCHES CONDITIONS OF USE BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS J. STERLING c,, CONDITIONS OF USE AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE 11-4.2.14 WATTLES(P. CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL Lri 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 TOPSOIL AND SOD. NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES -CONCRETE IS USED AS A CONSTRUCTION MATERIAL. (HTTP://WWW.WSDOT.WA.GOV/DESIGN/STANDARDS/PLANS.HTM#SECTIONI) PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLY AT THE MAIN SUBDIVISION THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, 0. -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, 5:CONCRETE TRUCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-SITE. NOTE: IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET WASTES, -. - AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITYAND DEPTH REGAINS GREATER 1/4" = 1 U.N.O. c 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASHWATER MAY BE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN IN o THE INITIAL CONSTRUCTION SWPPP. IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL AND SEDIME NTS STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF POLLUTANTS g FORMED AREAAWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. 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 o CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. w DRAINS,OPEN DITCHES,OR WATER BODIES, INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND LIMITATIONS I- -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL 06/1 6/2020 iY EFFECTIVE FOR ONE TO TWO SEASONS. AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH WILL PROVIDE IMPROVED ON-SITE a -PREVENT RILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH WATER FROM PASSING BETWEEN THEM. NUMEROUS MATERIALS SUCH AS COMPOST,COMPOSTED WOODY MATERIAL, BIOSOLIDS,AND FOREST PRODUCT 08/26/2020 • RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITYAND DEPTH BMP BE APPROPRIATE _ _ DESIGN CRITERIA NOT TO SCALE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND 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. 09/15/2020 -- 3ed Minimum '- AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES n SIGN GUIDELINES SHOULD BE DUG TO A DEPTH OF 5-TO 7-INCHES,OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. b • la *- o SOIL RETENTION.RETAIN, IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT Lath and flagging -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 04/05/2021 0 4=1 = 1=1 Li on 3 sides EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO _ Sandbag -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE,AND OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 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,ATCiii) $ Berm Sandbag INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. O PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: I #i7 mil pla5lit lining IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE { 9, 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. \5g. ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. ° 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 Varies I0 A0 ALSO BE USED FOR STAKES. 4 INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE L[J i STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, l� i_ai 0 1 m ABOVE THE WATTLE. WHERE FEASIBLE. it e.• 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. o ` Berm MAINTENANCE STANDARDS # ;. 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, 0 OOP fir, A.THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE 0, - F ./ )\,_ 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 Dl \_ r-i° a $$Ct1 11 _ y EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN1a rrtll plic '` ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN Plan Noyes: - ie, RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND Q 1. Attuad iayGut #. * LOWLANDS REGION. 2 determined in the field. • ,. B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR ° Type "Below Grade" Z. 4 t4ntr a washout Install driveway -111i :-. - OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT EXCEEDING sign shall be insl2dletl culvert if there is a THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS, IN WAC 173-350-220. o wrilklirt i6 rb of the roadside ditch present _ _ THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. Z 4 quarry' L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THECO " 3rr•Minimum temporary cca,trate spells '` ' l METHODS LISTED BELOW: washout lad,�ly. ;` '` 51 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. o {. 2zio- kg. .AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM CALCULATED MIMEO ° Mod Frame• � r RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. B B securely fastened C,eatex!ile - r. T ` . ` .. 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST arvurn^Jntirrs +' ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT"PRE- (ID 0) perimeter with two 3' _A' APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. w 1! I stakes - (12rrr _1.4 a 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. Vacs 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}latic fang} ,_ `rt DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. 12i iU1 o� ' ' I • �5,min MAINTENANCE 0 4 } Notes: { -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM Slake Mal) *{ l `ti.x 1. Driveway shall m€et 12'minimum thickness COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. 0 lranw lolls mull be ..c.. f the requirements of the -PLANT VEGETATION AND MULCH THE AMENDED SOIL AREAAFTER INSTALLATION.Section BB placed along stalxo � t artt rddls j permitting agency. LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. N 5 colloLtt L elan tightly atuf -REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER i 23 mil plastic lining ti N �, Two-stacked '~ 2_ It is recommended that Provide full width THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. v) 2x12 rough Plan • the entrance be of ingresslegress 09 C wood frame 1 `.. • Q tJ crowned so that runoff area tJ `I drains off the pad. 0 > 2) Type "Above Grade" with Wood Planks ,�lr 4 x 4 L� C) w M NOT TO SCALEA �• - z 0 C7 �,• Q Xr: 1 fl'-P5 {3�m W O Q co L 1111 11 S Figure II-4.1 . a '•� Figure II- .1 . 9 00 Q N Concrete Washout Area • Stabilized Construction Entrance ° z m � Q co DEPARTMENT OF Revised June 2{115 Spahr depends "may on soil type and 'NO., DEPARTMENT-+OF Remised June 2015 ECOLOGY ' sk)p sie pness • Sediment,organic matter. E C L • - Pleasrxsee k�ftpl�tvww•acy.wa.gotdr�pyrighl.htmi For Copyright notice inGudinc permissions,' Please see htFplJwxw.eey.wa.gowtopyri�ghht.Frtmitfor copyright notice including permissions. I State of Washington limitation of liability.and disclaimer_ and naiiv seeds are • State of Washington" limitation of liability,and disclaimer. __ `� Captured behind the rd`lls. i W Q 49 0 BMP C130: SURFACE ROUGHENING } . CI STORM DRAIN INLET PROTECTION 1-40.20-00 0 Uj Purpose: SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE 0 BMP C233: SILT FENCE O Ill roughening aids in the establishment of vegetative cover, reduces runoff velocity,increases infiltration,and provides for sediment I- 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_ ' I' on the contour or by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such 3'-5'(75-125rtim) USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A I..L. LL z 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 Q O • 8--fQ" 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. CONDITIONS OF USE: ( ) mmm0 -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. • .i x, 1 (Z -25.Dmrri) CONDITIONS OF USE Z rn -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. "' ' z 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 - -Slopes where mowing is planned should not be excessively roughened. Live Stake THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. J W < j // •. • SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS `.J // • OF OVERLAND FLOW.CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TOASEDIMENT POND. Et CY) y,-1� lIk ! 1-x 1"Stake DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN • • F5 x 25 ti ORNMaiDE MIREp ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. I- { 0 � NOTE ORATE FRAME `� .. W Et Q t � �� 1_ Straw cop inslalaali rt re gaire5 t#re Ixle rttenl and s�tur$staking 1 V �� - 111 � Z � i ' of the rolI in a trae1oh,3"-5"(75-125mm)deep,dug on contour. < C\I �� . M Runoff must riot to mowed tb run under or around rag. NOT TO SCALE asDrr�NrANnr�Rrs 1"421 l f OVERFLOW BYPASS W sue. �. ■--�--■ ClilL 4 �' Figure I I-4. '# Ate:-w LCIV�INLET GRATE rIEVCE Joints in filter fabric shall be spliced CO <at . + posts.Use staples.wire rings or ' Wattles e uivalent to attach fabric to posts 11111; PlitN Allfti iti.. =a"..=iii. _1: 14.416.-.-1. =I.- Rr visad Nduemh-9r 2171E 2"x2"by 14 Ga.wire or equivalent. DEPARTMENT D F if standard strength fabric used '-'4'",..'-''''" -'',. .J.W1,R- ' 1- '•11-1L. FF * .• ECOLOGY 14 Pleas SEA f51Yp1JLrwtix_dCy_w .6rowt[ y+i9u4t.htrth For d pYeigkYt nrSlit>s antJ�d g permissions, .a..•+•+ •* ■ismeNa■■■m ' State of Washington 1.imilalbbrlbfhabilily.WWI a•'roc_ a ►yi;+ : ;I•••eeeeem .,._) • rrs s #s •sir •r, 1 • a .° • ° i•+••+ * •+ ••+•+'i•+'�i i i woo Trot rT with machinery u and dawn '' o a ••'• ' • '•«•••• ,• o o g0 BMP C123: PLASTIC COVERING � ', - •'❖: •' •❖: ❖.i*i ;:= � r - z�a¢ the slope pr4Mid195 grooves mat wi]I �� a a a .. 1 ;1~:*; q� n °D 0 o catch seed, rainfall_end reducerunoff. PURPOSE: * O c4*. �� I 1..� o s PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. ***** + p qp. ■ a s �g oi CONDITIONS OF USE: SCALENOT TO -1 � \ �4 / 3Qwo Tr acting PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, 17-1-- 1 1-f-r‘L -* EXCEPT AS STATED BELOW. 1 1 l I PIA W W a PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY Minimum I I .6'max omI I OM N RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX 4"x4"trench l i I MONTHS)APPLICATIONS. � ��aW� -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE `°_� �,. F Post spacing maybe increased w r,L W p 1 11=` ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. 2"x2"wood posts,steel H w 3 a z z 11 11• II' -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON-SITE to 8'if wire backing is used c°�°,=LL 11=�1=11• fence posts,or equivalent a a o o F=11 11 fir. MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY DRAINAGE GRATE < il Z W o 0 11#11=11#1 CLEAN WATER AWAY FROM THESE AREAS. -rECTANGN`AR GRATE SHOWN RETRIEVAL SYSTEMMP.) a o Z =11=11. L z°ZWo 11. CFI_ • -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. N W P m 11= -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL,AND _ !! iu$ � C=i1- 1f l': #=1• DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL, UP TO$1.50-2.00 PER SQUARE YARD. "r` ° f Z z Ij;1 + j�1=1q� 2"x2"by 14 Ga"wire or equivalent. v; oa- = F .i=11ff-II-11- -WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. z W a¢ >� ++ if standard strength fabric used Z» I-II-lR-11-11-11= • THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN RAINWATER AWAY ir� Im ____ woZaa y--'71' li 11 II II II 11 FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED SLOPE WITH DIRTY �'�� ! - l _cic°Ozz 5a' S"Min -II=11-9, RUNOFF FROM A PROJECT. �' Z a.W!coo o i=.Ft=la- 11=i1= 3 -r g 11=.11_ 11`_ (15M) (1 SarriTl) . .=I1.=.lh 11•2%, .•., Fiker fabric -1 a m V)i,o 1/ I111 11• -.III. iElt O 0002 1-]I1111-11- -11- 40 Hz., ii-ii-1F -11: -' o�m~ =ii#11 11=,. 3 -I ^ z a Z \J J 11 1 1 Contour Furrows MI" ,% I1=1111 .,. BE OW INLETGRATE IC LOW BYPASS MP.) -I Backfill trench with 11 11rW11=1r- Maximum native soil or " .+# OWNER APPROVAL or III11=11��,. ' 71; 1-11-11=11 9 : 1.5'washed gravel 2 Nb \ \ 11-11-II-11�1�. STATECf +12"min a;ra vas wig Catch seed,fertthier, 1i=11=1=II=lI� -�i.= L WAIDISIGTON Minimum /.# = = CAHTECr frial.relafr, and da runoff. INITIAL: h� _i=II=11:11=1� °xa"trench 11-11 1=R` i. 11-11�11-1T-1 _ 1 I 11 11' 11_i1=i1= MARK W.MAtJRER PAGE #: 't •;I. • !MI 7 ISO VIEW CERTIFICATE NO.coos a 2"x2"wood posts.steel n II NOT TO SCALE 1,N.,,,,,,,,,,,,,,,,....o,, M.4 fence posts, or equivalent -� •• a• .�1•� ••4 NOT TO SCALE ' C2 FigureJ I-y.1 • • Surface Roughening by Tracking and Contour Furrows 4 F6I(P1M9PMww=aWwR -YIA.-�W-N ve i.W040RY! te.. STORM DRAIN INLET PROTECTION STANDARD PLAN 140.20-00 SHEEN oFTsteer 2 Fi uIrIt FII`n.2 q PAGE: , DEPARTMENT OF APPROVED FOR PUBUCAT1ON Revised Oc ber 2014 Reuis9dJvr 2015 DEPARTMENT OF Paco sailroffc►r r!� a�so or3 of 18 Please see pp virew_ecy_wa. o+ rigorthtrt for copyright rtolicee inekudin9 pee'nissievs, co Bet w. ECOLOGY State of '.M1/aahinglo-r3 limitation of lia6silily_and di dairtrar_ Pasco Solo°ipoi"'"'"elT"'p"""" Please see hllp'17ww4v.ecy.wa.govleopyright.him/for copyright notice including permissions, Slate of Washington Irmiiation of liability.and disclaimer. STANDARD PLAN F- 1O . 12-03 - CONCRETE CURBS STANDARD PLAN F-80 . 1O-04 - CONCRETE DRIVEWAY ENTRANCE J. STERLING MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS DRAFTED BY: I I VARIES (SEE CONTRACT) J. STERLING N FACE OF CURB VARIES 12"TO 24" C FACE OF CURB I FACE OF CURB i - FACE OF CURB Q BROOMED (SEE NOTE 1) VARIES(SEE CONTRACT) T VARIES I 6 112" I 6 112" VARIES FROM f3"(IN)TO 0"(IN)- FINISH (TYP.) �- _ BROOMED k� m 40 ._____, 1 (SEE CONTRACT) ~1MA I 5 1l2" 1" I VARIES 1"(IN) ONIS SIDE OF URB SLOPE ff� �-� CEMENT CONC. PEDESTRIAN CURB (TYP.) 3!8"(IN) EXPANSION JOINT{TYP.} (SEE NOTE 1) ---.. FINISH(TYP.] EDNTRA CEVEWAY 1/4" = 1' U.N.O. o ,,,,, .„, 1'[IN} R. 1"(IN)R. I I (WHEN SPECIFIED IN CONTRACT) SEE STANDARD PLAN F-30_10 MATCH ROADWAY MATCH ROADWAYR. RE, SIDEWALK 1"(IN}R. I MATCH ROADWAY I SEE STANDARD PLAN F-10-12 SLOPE SLOPE I 1!2"(IN) R. SLOPE ROADWAY I 1/2"(IN) R. SLOPE % 318"(IN) EXPANSION JOINT ° _.../: '. TYP. -SEE STANDARDA / {TYP.} DATE d 112"(IN) R. ➢ 112"(IN) R. 3' (IN) R. [ ] �� CEMENT CONC.SIDEWALK CEMENT SI EWALK 06/16/2020ce a 1/2"(IN) - ROADWAY 112"(IN) ROADWAY (TYR) �\ PLAN F-30.10 S * a ROADWAY a f C ROAD AY R. I v= • -. •'2.1**1 R. Li f / 41444, 08/26/2020 ° D i 1 a `° -MATCH SIDEWALK WIDTH ! y if -Y • .A•° ° ° v v I .n . I w N r Q a b /f /� ;:%/;/ f! (SEE CONTRACT) t �.�\CO ao o ti - o ° I f .k. II"I < - - FLUSH WITH GUTTER PAN AT CURB * f 7k` - I I RAMP ENTRANCE_112" (IN}VERTICAL Z C -- (SEE CONTRACT) 09/15/2020 I 1'-fi" I I 1._El" LIP AT DRIVEi+VAY ENTRANCE 11 112 11 1f2 1--- I I PPI"' 1 ORf f I I i X 04/05/2021 I I i I l I DUAL-FACED CEMENT CONCRETE I CEMENT CONCRETE I DEPRESSED CURB SECTION - II al TRAFFIC CURB AND GUTTER I TRAFFIC CURB AND GUTTER I AT CURB RAMPS AND PLAN VIEW0 CEMENT CONCRETE CURB J% I DRIVEWAY 5'-0" 2'-6" _ DRIVEWAY ENTRANCE I I DRIVEWAY ENTRANCES CEMENT CONCRETE 1' AND GUTTER(SEE NOTE 3] -I TAPER PLAN VIEW0 SIDE SLOPE TYP.} L J TYPE 'I CURB AND GUTTER NOTES - [TYP] "[TVP-] [ USE THIS DETAIL- (SEE NOTE 3)R TYPE 1. When the driveway width exceeds 15' (ft), construct a full depth W Q) I 15' MAX.{SEE NOTE 6} VARIES 15'MAX. {SEE NOTE 6} ex ansion with 318" in filler the centerline. 112" IN LIP BETWEEN L. S,. - .-. p joint ( )jointalong driveway { ) GRADE (TYP.) ~ (SEE CONTRACT) (TYP.) See Standard Plan F-30.10. Construct expansion joints parallel _ ROADWAY GUTTER 1"(IN)R. CEMENT CONCRETE BREAK `', GRADE - GRADE BREAK with the centerline as required at 15' (ft) maximum spacing when : AND CURB,OR SEE cK 112"(IN) R. 6" CEMENT 1 BREAK NOT STEEPER THAN �� (SEE CONTRACT) (SEE CONTRACT) CONTRACT PLANS �r CURB RAMP, LANDING, u CEMENT CONCRETE OR 111"(IN) R. r * * * v driveway widths exceed 30' (ft). io ASPHALT CONCRETE I 1"(IN) ENTRANCEOR EWAY 1. See Standard Plan F-3f].10 for Curb Ex nSIOn and -- ROAD GRADE �f " v SIDEWALK OR PATHContraction Joint spacingand see Standard "fi 2. See Standard Plan F 30.10 for sidewalk details. 112" (IN) R. (TYP.) * DEPRESSED CURB AND_ • " VARIES FROMa Q o s'(IN)TO 0'(IN) Specification Sections 8-04 and 9-04 for 3. Curb and Gutter shown; see the Contract Plans for the - b� ! V GUTTER(SEE NOTE 3) 1:3 r " D - additional requirements. PEDESTRIAN RAMP �. PEDESTRIAN RAMP o p M.= 6„ �° . so i- curb design specified. See Standard Plan F-1f}.12 for I.-- . 1 ., Curb Details. DRIVEWAY f ' C31$"(IN) PREMOLDED JOINT FILLER / CEMENTCONCRETE _ 318"[IN) EXPANSION JOINT[TYP.) lJ o (WHEN ADJACENT TO CEMENT we"(IN) PREMOLDED SIDEWAL}{ [TYP.) SECTION [ ►'� ] SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK ' Z �J �- DRIVEWAY RAMP �, CONCRETE SIDEWALK) JOINT FILLER or other obstructions in front of driveway entrances. 31$'• (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 [ C� J Crsi g CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB - ROADWAY GUTTER �� (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-) ai DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying SLOPE IN EITHER DIRECTION a, (SEE Cf ACT) * ,- AND GUTTER the 15-foot max. length (measured from back of sidewalk) the (SEE NOTE 3) runningslope of thepedestrian rampis allowed to exceed 8.3%. * 1.5%OR FLATTER RECOMMENDED FOR w _-..-..�• tDESIGN/FORMWORK(2%MAX) E �'I'R��,� Use a single constant slope from bottom of ramp to top of .0�T , CD N in V 7.5%OR PLATTER RECOMMENDED FOR J z 4 1�AS DRIVEWAY RAMP ramp to match into the sidewalk over a horizontal distance * * DESIGN/FORMWORK(8.3%MAX.) Gy ViSi/. � 4� RI'; - 3/8"(IN) EXPANSION JOINT TYP.] - of 15 feet. C' . ,, 4C ' 'l it w FACE OF CURB " FACE OF CURB FACE OF CURB �° �� ` DRIVEWAY { (SEE NOTE 6) �,. i , VARIES 12" fQd a 5 1: SEE STANDARD PLAN F-30.1U �; I FACE OF CURB 0 w (SEE NOTE 7) 7. Beyond limits shown. Pay item does not include driveway. ; E ' .�'= ~t. ' VARIES -• - 7 114" r� . a SECTION B See Contract Plans. O m 1" 10"TO 22" 1" B 112" ;�. ❑ "CEMENT CONCRETE DRIVEWAY U '� �:- ENTRANCE TYPE 2" PAY LIMITS u y{SEE CONTRACT} 5 112" 1" �3" `d ► 1 112"(IN) R. 'P ].:`Yp� �� 3A363 q �+ LU "CEMENT CONCRETE DRIVEWAY 0 CONTRACTION JOINT(TYP.)-SEE STANDARD PLAN F•30.10 0 ,P 28680��gw O 1"(IN)R. 1"(IN) R. 112„(I R 1"[IN} R G' 7 u_ ENTRANCE TYPE 1"PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE S 1 5T �� r- , �� J� 1f2"[IN] R. ��� ssl ea! } CONTRACTION JOINT EQUALLY SPACED 4 - 0"MIN.OC_ 8'1��. ZJ . N L ANAL m a ROADWAY ROADWi4Y . k z n o ijp a Bo ROADWAY ROADWAY DRIVEWAY Edit r,Su,u C) C v . f DRIVEWAY Q ° p . I Sorry.Ed 'b , - (SEE NOTE 7} ° �u f May 6 2014 3:3 t PM o ,,�/ Jul i 22016•�:?n Nan 0 if (SEE NOTE 7) �. � CEMENT CONCRETE p CEMENT CONCRETE CURBS f DRIVEWAY ENTRANCE 11 °' °' ° pe +° o- . f TYPES 7 2 3 A 4 z co H 2 CI a CL. 4000 CONCRETE ;! N. o� n a CL. 4000 CONCRETE PER STANDARD SPEC.$-D6.3 Ct X �;) I i ' STANDARD PLAN F- (�.12-Q3 PER STANDARD SPEC.8-06.3 STANDARD PLAN F-80.10-04 o 0 O ISHEET 1 OF 1 SHEET SHEET 1 OF 2 SHEETS U N 1 314" ! 1 3/4" 8 114" B 11d" J • Q p lIII I APPROVED FOR PUBLICATION u+ APPROVED FOR PUBLICATION z CO Rnkntich,PasCn ..------,1,,,f !J� Jii1 15 201,tfr m (L Q C,r] M 1 �- Jun 112014 1'25 PM [, lul li?O1G=27 PM STATE DESIGN ENGINEER �+ ISOMETRIC VIEW ISOMETRIC VIEW 5YAYEbE SIGN EiJGINEER DUAL-FACED CEIIAENT CEMENT CONCRETE MOUNTABLE CEMENT we ,irgton slate DeporhnentofTransporfation V Washington State Depnrlm•nlafTmnspoNolion CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB VP TYPE I - PAY LIMITS TYPE 2 - PAY LIMITS T Q W � STANDARD PLAN F_30 . 10_03 - CONCRETE SIDEWALKS STANDARD PLAN F.80 . 10_04 - CONCRETE DRIVEWAY ENTRANCE v ui o z w MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS U W o 1' 0" B" _ SIDEWALK SEE C 6 1/2" y BROOMED VARIES 3/8"(IN) EXPANSION JOINT(TYP.) a O FOR SIDE TREATMENT SIDEWALK S 112 (SEE CONTRACT) 1� CONTRACTION FINISH TYP.) [SEE CONTRACT PLANS] - H Co) 1'-Cr 1 -0 SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) FACE OF CURB [ SEE STANDARD PLAN F-30.10 Z Q . JOINT 5 1/2" 1" Ir n 2.0°Ya1T7"(IN)R.(TYP.) CEMENT I 1 �� MATCH SIDEWALK WIDTH UJ (/ ROUNDING 1 1/2"(IN) R.(TYP,) \ ...\.\� _ CURB NOT INCLUDED IN BID ITEM CONCRETE 1 �. (SEE CONTRACT] N 1 SEE STANDARD PLAN F-1d.12 1 2 OY6 1AAX p ig ! CONCRETE 1� J d \,.� 2 MAX.._ - °' j u a ROADWAY 1 Iii, * MATCH SIDEWALK WIDTH - ' ` Q0 h ` � .-. . • '1"(IN)R. 1 [SEE CONTRACT) B'-D" VARIES 6' 0" �'J H!, ' `c v'1' . ` l o - ° ER {SEE CONTRACT) SEE RAISED EDGE 3/8"(IN)PREMOLDED r\ '.: SEE CURB FACE DETAIL f v p "" H DETAIL^-THIS SHEET JOINT FILLER *1 \ n ����\ ". fl 318"[IN) EXPANSION JOINT[TYP.]- \�� \ BROOMED0 Q ��`� V ,,, SEE STANDARD PLAN F-30.10 VQ FINISi k [TYP.) LLI ..... 1 WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE 1`"- '� c z O. FINISHED GRADE 1"(IN)BELOW /� y 2 \k/ p.. 6 1/2" 1" Ji. 410 V c Si, NW - L I N TOP OF CONCRETE SURFACE CURB AND SIDEWALK V 1 Q 2'-Cr SIDEWALK 11 CO NOTE a. '„ '1- m, ' MIN. (SEE CONTRACT) w / lw 1'-0" 1'-o" CURB FACE DETAIL 1. Four feet of the sidewalk width shall be the minimum accessible w, - V- 1 v y, :/ �. `�. `�� 112"(IN) R. [TYP.) pedestrianEXTEND SIDEWALK TRANSVERSE EXPANSION r. ROUNDING CURB NOT INCLUDED IN BID ITEM route free of vertical and horizontal obstructions. Gratings, Access Covers, 2pg1 1 I 2.0%MAX SEE STANDARD PLAN F-10.12 Junction Boxes, appurtenancesJOINTS TO INCLUDE CURB(FULL DEPTH) Cable Vaults, Pull Boxes and other within the < ‘- ., sidewalk must have slip resistant surfaces, be flush with surface, and match L1 C'7 grade of the sidewalk. , CI(SEE NOTE 1) �' CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1) CEMENT CONCRETE 1'•, d I BUFFER STRIP{TYP.} 1 2'-6' 2 8' .N PREMOLDED r WALL OR BARRIER (TYP.) {11,P} CURB AND GUTTER SIDE SLOPE(TYP,) CO CURB AND GUTTER C,,A� JOINT FILLER % (SEE NOTE 3) (SEE NOTE 3) • PLAN VIEW PLAN VIEW l ADJACENT TO CURB i DRIVEWAY ENTRANCE (STEEP FILL SLOPES) SIDEWALK ❑ TYPE 3 SIDE SLOPE(TYP.) TYPE 4 4n BROOMED FINISH(TYP.) - �\ Z El: ��� = 11 THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE Ng et 1 0" SIDEWALK 1/2"(IN)R. 4"(IN)WIDE,SMOOTH-TROWELED W ! et 0 ALL CUT L I 1� " PERIMETER ` o SLOPES MIN. (SEE CONTRACT) Q� CEMENT CONCRETE CURB o7 ° S o= g 1/2"(IN)R. (TYP.) �j (CURB AND GUTTER SHOWN) z Z Z° CURB NOT INCLUDED IN BID ITEM- NOT INCLUDED IN BID ITEM Q g 2 a.)o • 1 4 2,o%MAX- SEE STANDARD PLAN F-1d.12 318"(IN) PREMOLDED SEE STANDARD PLAN F-10,12 0 112"(IN} R (TYP) MATCH SIDEWALK WIDTH (SEE CONTRACT) (SEE CONTRACT) < < o�W a m 1`I� . . JOINT FILLER (5EE CONTRACT) r Z Co< ° qA .DER DRIVEWAY 112"(IN) LIP BETWEEN ROADWAY 112" (IN) LIP BETWEEN ROADWAY °X=za (SEE NOTE 7] * `� - GUTTER AND CURB (OR SEE 112"(IN) R.{TYP_] -• e° GUTTER AND CURB(OR SEE3: o=> Z _ mot~ v I.. .............. W W rO�Hg 318 (IN) PREMOLDED f a r CONTRACT) CONTRACT) N Z 5 JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL •:; _ / - �' • j • > w W w ADJACENT TO CURB / .; ..-- 0 _ H a Z BRIDGE OR PEDESTRIAN SIDEWALK - DRIVEWAY / a o RAILING DRIVEWAY i (SEE NOTE 7) DRIVEWAY Cr) ^ a Z~ ° 3/8" (IN) EXPANSION JOINT(TYP.) RAMP DEPRESSED / DEPRESSED v J Z o°w o CONTRACTION JOINT SEE STANDARD PLAN F-30.1D CURE AND GUTTER - RAMP SECTION Y J CURB AND GUTTER Q aLema BARRIER-SEE • SIDEWALK IN SIDEWALK ONLY (SEE NOTE 3) �s (SEE NOTE 3) ° (E, CONTRACT PLANS 4 • SECTION ED /'�(SEE CONTRACT} B" 1 1 1 /, LEVEL _El1/2" r' � 1 EXPANSION JOINT IN BOTH ie x `ii jC x"�' Z "�°a Z W U Q Q N��HH IER - CURB AND SIDEWALK ra' ' z u aHZz ► • 1/2"(1N) R. (TYP.) C7 �' o 0 0 FLUSH I! CURB NOT INCLUDED IN BID ITEM- 1 "(IN)R. -SE rt,IV 1q fA fl� y�Wily, R, a 00 r 1 2.0%MAXI SEE STANDARD PLAN F-10.12 I' 'v �+° fit' �y 6861 1. ! C ! ,0 H 1 F Z U H ggwF fi 1"(IN)R. D • - n ISOMETRIC VIEW "CEMENT CONCRETE DRIVEWAYo o m a 3/8" ' e Z Z Z g VERTICAL WALL- (IN) PREMOLDED �.�,IIM n ENTRANCE TYPE 3"PAY LIMIT a SEE DETAIL JOINT FILLER(TYP.) JOINT AND FINISH X '>� 44 CEMENT CONCRETE DRIVEWAY r' : -' � F o DETAIL 0 'P 34363 1Q DRIVEWAY ENTRANCE TYPE d" PAY LIMIT g 28660 O ' Q15T � 1-/- -• R" '01 STS ti \E ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL �&` IONAL t,�'' (SEE NOTE 7) - )fU L C ._ Cti GL. 4000 CONCRETE ' DRIVEWAY OWNER APPROVAL EXTEND SIDEWALK TRANSVERSE PER STANDARD SPEC.8-06.3 cllcr,Sco1l FOR SIDE TREATMENT SIDEWALK BUFFER STRIP JOINTS TO INCLUDE RAISED EDGE /� Barry,Ed (SEE NOTE 7) ' hlay624143;41Yh1 Jul 18201h7:Q7Ah7 i. INITIAL: 5EE OTHER SIDEWALK ~ (SEE CONTRACT) - +(SEE CONTRACT) - R - 4 . ! CEMENT CONCRETE SECTIONS 318' 118"TO 1/4" CEMENT CONCRETE 112"(IN) R. CURB NOT INCLUDED IN BID ITEM f SI DEWALK CL, 4000 CONCRETE PAGE #: DRIVEWAY ENTRANCE PER STANDARD SPEC. &-06.3 TYPES 1 2, 3, & 4 Q 2A°/n MAX. [TYP.) SEE STANDARD PLAN F-10.12 ° v ' . . P. ' ° ° • STANDARD PLAN F-30.'ID-03 STANDARD PLAN F-80.'I 0-04 C3 fl ° a °�; a 4 ° ; �b > f SHHEET 1 OF 1 SHEET f' SHEET 2 OF 2 SHEETS FINISHED GRADE 1"(!N)BELOW TOP OF CONCRETE • APPROVED FOR PUBLICATION w ! APPROVED FOR PUBLICATION SURFACE FOR PLANTING^•FLUSH IF PAVED ��] r Car/miter.Joff Seko[ich•Pncoon 4111* PREMOLDED 1'd- -i � lull1120141:25PM �w-d PAGE: . a ISOMETRIC VIEW ISOMETRIC VIEW (i+i'i{�e iLL11R 201612-'22 PM JOINT FILLER STATE DESIGN ENGINEER i S7ATC CLSIGN CTiGkNCCFL ADJACENT TO BUFFER STRIP EXPANSION JOINT Q CONTRACTION JOINT �-�wo:hiryron Stare Oeportmenf of Trv�portelian i� TYPE 3 PAY LIMITS TYPE 4 PAY LIMITS . Washington stale Deportment of Transportation TI/ �% 4 of 18 WINDOW FLASHING INSTALLATION y, DOOR SCHEDULE _ _WINDOW SCHEDULE DESIGNED BY• TYPICAL HEADER FRAMING Structural (•allouts — Copyright ('on tiiictiouCaic, Inc W CI) # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION FLOOR PLAN NOTES DO1 1 1 3268 38" 80" EXT. HINGED W01 1 1 3050 36" 60" SH J. STERLING STEP # 1 D02 1 1 6068 72" 80" DBL. HINGE W02 1 1 5050 60" 60" PIC_ HEADER LESS THAN 5' (I PA Per Architect D03 1 1 2668 30" 80" HINGE W03 1 1 3050 36" 60" SH SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN D04 1 1 2868 32" 80" HINGE W04 1 1 2060 24" 72" CASE EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: J _1 _11 D05 1 1 2868 32" 80" HINGE W05 1 1 6660 78" 72" FIX CASE 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, ' * Structural Item: 1l115 item related connectors S shall be parchitect :' si i _ REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE o IL . L. PD06 1 1 6068 72" 80" BI-PASS W06 1 1 2060 24" 72" • CASE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. STERLING N „,.....,,..-""--7.< . D07 1 1 2868 32" 80" HINGE W07 1 1 10068 120" 80" YES PATIO DOOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. `n OF9 -crFratlliog - Roof D08 1 1 2668 30" 80" HINGE W08 1 1 400 48" 36" SL D09 1 1 2668 30" 80" HINGE W09 1 1 2050 24" 60" YES SH - Ridge: 5e min_, 2x6 supported with vertical kiCl ers at - max spacing. One end of ridge may D10 1 1 2868 32" 80" HINGE W10 . 1 1 2050 24" 60" .YES SH 2 SHELF AND HANGING ROD. 1/4" = 1' D.N.O. D11 1 1 2668 130" 80" HINGE W11 1 1 3050 36" 60" SH HEADER LESS THAN 5' J supported on valley boards_ D12 1 1 2868 32" 80" HINGE W12 . 1 1 3050 36" 60" .YES SH 0 �// D13 1 1 2668 30" 80" POCKET W13 . 1 .1 3050 36" 60" SH ,� Ridge Support Kickers: max spacing = 6 ft. If bearing on roof sheathing between trusses or rafters, D14 1 1 2868 32" 80" HINGE W14 1 1 3050 36" 60" SH 3 BUILT IN SHELVES. DATE o (1)KING STUD FROM D15 1 1 2868 32" 80" HINGE W15 1 1 4050 48" 60" YES SH F- TOP PLATE TO ' * I I z BOTTOM PLATE bear on YT"lin.: 2x4 block connected to at least t vo trusses or rafters_ L se. the follo ing size depending on D16 1 1 3068 36" 80" GARAGE MAN DOOR W16 1 1 .2030 .24" 36" SH 06/16/2020 E D17 1 1 18080 216" 96" GARAGE DOOR W17 1 •1 .2030 24" 36" SH a • (1) 4 CABINET-OWNER/CONTRACTOR TO VERIFY. TRIMMER kicker length: D18 1 0 3068 36" 80" EXT. HINGED W18 1 1 4050 48" 60" YES SH • D19 1 1 2868 32" 80" POCKET W19 1 2 •2020 •24" 24" PIC 08/26/2020 4); ,, STEP A- Length = 0 to 6 ft., use 2x4 D20 1 0 3068 136" 80" HINGED-DOOR P01 W20 1 1 2 •2020 •24" 24" 1 1 PIC �1G0 ' 4 ��INSTALL TYVEK APRON BELOW 1 1 D21 1 0 3068 36" 80" HINGED-DOOR P01 W21 . 1 0 8650 102" 60" DBL SL EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 f WINDOW SILL - Length = 6.1 to 12 ft. use 2- 2x4 or 4x4. D22 1 0 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" 3068 36" 80" HINGED-DOOR P01_ W22 1 0 6068 72" 80" YES PATIO DOOR HIGH SILL HEIGHT MAXIMUM 44"OFF FLOOR D23 1 0 5068 60" 80" SLIDER-DOOR P01 W23 1 0 80 102" 60" • DBL SL 09/15/2020 �„� STEP B ;� Rafters: Max spacing = 2 ft_ Connect to ridge with face nails, r A34clip, or hanger. Connect to t Mlle;, INSTALL VYCOR ACROSS WINDOW SILL board with A34 clip- Use the following size depending on true length rafter span: 6 TEMPERED GLASS 04/05/2021 STEP C- - pan = to use }Xl 'S ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES HEADER MORE THAN 5' Span = 7_1 to 10 ft, use 2x6_ Default header material is Doug Fir No. 2 or better 7 RESULTING FROM QF ESE LS. D OT, P , CY) >, END OF PIPE LESS THAN THE 2 UICK FEETABOVECLOSING O GROUNDTH ,POINTINGVAVE DOWN.RAIN U T ANKSNO SHALTRAPL BEING STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN - Span = 10.1 to 1 $, use ? c8_ 2x headers must be in tall orientation with flat 2x nailed at bottom in "L'r configuration EARTHQUAKE.MIN.EFFICIENCY OF 91% IL . L. STEP # 2Valle 5e min.. flat_ Connect to each truss or rafter min.. 16d. F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. X i Default Trimmer, use 2x stud or Simpson LUC hanger, each end. EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL W N ir x Roof Sheathing: Use 11RI _ 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, o f Default King Stud, opening 6-feet wide and less use 1 ; full height stud each end (plate to plate.) BATHRCE. OOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF Minimum 11 R Roof Hlal}k><raCn �# r3 HEADER MORE THAN 5' j C+ plf i Default Ching Stud; opening wider than 6-feet; use G; full height studs each end {plate to plate_ N x Shear C apa city : Good for Eh = 230 - seismic: Eh = 322 plf- wind. 'I aspect ratio = 3:1 . CONTROL VALVES&WASTEO AT WASHER. EXHAUST DUCTS SHALLO OT EXCEED A TOTAL El Framing: � {,, COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF ma (2)KING STUDS ` " 1,ra w it] : Trusses or rafters:5: }' at } � J - max Trimmer, each end King Stud, each 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 2' FROM TOP PLATE TO • /� r�I - EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF o BOTTOM PLATE * Callont Min, use Alt 1 min. use Alt 2 min. use (if blank use default end (if blank use SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. • (1) Fraa><in 'cnnectica at Suppcit: C ,1 TRIMMER - MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ° sere connected to shear wall, connect per shear wall callout - topof` va1l_ abo e' default above.) ''. r./...,,,,„ . PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 N rrri C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOWw- sere ttusses or rafters connecttoBeam, use H2_S, or 3 'ith screws, or sitilrltii, rvp. 0H x L config 4x OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS4INCHES. DRYER,KITCHEN, ,_T-I<I11°)".:-.7. -. 1 OAND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK- At ledger, connect Per ledger CallOut- 1H x10, "L" cenfi - x8 4x8 Use HUC to 77M at irdei tr€�ss abo e PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE Nplywood. g CONSTRUCTEDOFSMOOTHBORE,NONCOMBUSTIBLEMATERIALS. APPROVEDFLEX* Sheathing: a 1 x min..: or CDX CONNEC CORE NO EXHAUST.EXCEEDING 6 FEET IN LENGTH MAYBE USED IN CONNECTION WITH U 22H 5.5x9 glulam .I I Slieatbing Layout: Case 1 per IBC 2306-2-(1) H 6x1 5. x glulam .5x9 glulam WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH 0 Sk * Nailing-. Use 8d at 6" edges, 12" field- I 1 1 AS A CLOCK TIMER WITH AZONE RATING OF 1.5 OR LESS. ,) WINDOW W/ 6" POST di Blocking: N of required except at supports and at connections to shear 'alls belo r- 24Hx 1 2- 1 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LL T L it ALL C3 1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. STEP A INSTALL WINDOW&4"VYCOR TAPE 12 1i LIJFUrll}hranl ,5 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. E . L. * Sheathing: With joists at 24' or 1 _2" OC: use min 24OC rated, APB StLu d-I-Floor: either 3/4" Default sawn material is Doug Fir No or better. _Beam13 GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. O INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS E STEP # 3 species group 1, or 7.8" species group 4- May be OSB or plywood. Go-od for 130 psi-, TL L/360 Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1 .5E, , 00 psi, min Fb_ THROUGH PER I.R.C.SECTION 312.2. 0 o deft PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR (NI Default wall connection: 3" bearing in pocket or on plate with min., 2 studs below. TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N L x 16" 2„ _k { 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE Co U) Sheathing: �ithl joists at Off', use min 16 oC rated: A.P Sturd-I-Fluor, min 19/32 thick- `Ia4 SURROUND&HEARTH MATERIAL. O rn _ ��yy Default end post connection: LDE; ACE, EP EDQ; or similar. Q 0 TRIMMER 41) be GAB or pl ood. Good for 2 psfTL L. 0 dots- GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR O > 2) (2)KING STUDS xtT �y Default Corner post Connection with mitered beams over L E4, L E4 Or RT 44. 15 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN.FROM TOP PLATE TO Sheathing Lavuutr Case per IBC � 41 _�-1 1 z — W C') -BOTTOM PLATE f Default mid-post connection: LP CZ, P , DQ, or similar. Cr) ~ 2 - Orient sheets Contltlllu5 over two or more spans, the long dimension across supports. 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. CO L- W O O STEP A- * Nailing: &ihue, and connect with Sd ring shank nails or a9 screws, at 6" edges, 12" field_ Default beam to beam connection: HU; HUG, HU Q or similar. o m o N v -"I—INSTALL TYVEK HOUSE WRAP J O Q B to c king: not required except at supports (beams) and connections to shear walls below_ GENERAL NOTES 't . I STEP B 1 Deck Ala bra aYConnector if blank COm Q M 1 Csllvi<lt Min., use Alt 1 min. use Alt min., use Notes cs, M § — INSTALL TYVEK TAPE ;� „ „ use default, above) ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. �; decking: Use wood or composite decking per Arch_, min_ actual dims: ''4 3-5 - �' L Use decking screws, len to ensure 2" min embedment into fraing below. ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. WINDOW W/ 3" POST - r Decking Attachment: 40B 5.5x15 PT glulam � Q VERIFY HEADER HEIGHTS WITH SUPER. Joists andRafters U- 5e scre s per deck board per ft atl]itl member_ t decl ti splices, center Splice over framitl ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED IL . L. JO [ menber and use 2 5cre 'S Per spliced end_ Default rafter or deck joist to beam connection is can't or skip blocking and H2.5, or H1 ; or A34 with screws. OTHERWISE. 7 w Default sawn material is Doug Fir No or better. ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED O L Blocking: not required except at support beams- w OTHERWISE. z 17 HD hilt 1 - Holdc ru - Embedded Strap Type. Default sawn face mount hanger is U; LU; or LUS. Use sloped I skewed where appropriate. — Q 0 CONCEAL FLANGE v PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER A. � U HANGEREsIDE 4 = Min. Capacity: Good for 2185 lb uplift_ Default deck joist hanger is U or LU (not LUS) with gale screws (no nails.) DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z LOCATIONS. (2)KING STUDS " Holdo�3-n: Use LST S for no rinl joist condition_ Default sawn top flange hanger is JBA, LB; BA, or B {welded app, use LB: BA: or B) J < N FROM TOP PLATE TO • FRAMING NOTES BOTTOM PLATE - For rim joist condition USELT�O _ J Any national I-joist brand: equal or stronger may be substituted U n/ Nails: Use 16: 16d to full-height stud as follows_ Et CD Default I-joist face mount hanger is IUS or ECU REFER TO SHEETA4 FOR FOUNDATION NOTES AND DETAILS. I— — (� Stud: Use larger of: king stud as spec'd elsewhere; or choice of 2- 2 , 3x: or 4x- �IL Tr— J t. .ADefault I joist top flange hanger is ITS; HIT; or MITCOORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF 0 fl o it - Hcldo - Bolt Type Huldo��n: L se HDL-2_ FOUNDATION/SLAB/JOISTS BLOCKOUTS. z Q CV Connector (if blank FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0 I, �S• Use 6 1+' x _ t full-height stud per above Callow Iiil,, use Alt' mill., use Alt min., use Hates SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Et CO NOTE:VERIFY ALL HEADER use default, above) ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL IZ HEIGHTS WITH SUPERVISOR Anchor Bolt: If vet set- use 5:'S' diameter SSTB 16- or 5/'8" all-thread with nut and 3" washer on PRIOR TO THE FABRICATION AND INSTALLATION. CO NOTE: TO COMPLY WITH CAND APPLIANCES ENOERGY CREDITS TAKEN embedded end- Min embedment = 12"- Etoo long to Et in footitl , bend 90-degrees at bottom of footing, (all Joists and rafters are 0PA) ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED Q N— ENERGY CREDIT 1a BY MANUFACTURER EFFICIENT BUILDING ENVELOPE maintain 3" cover at bottom of footing_ Posts -FLOOR:R-38 INSULATION - Ifrotoharnnler, use 5.S" Titen RD or all thread & epoxy_ with 6}- min concrete embedment_ centered in FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE SLAB ON GRADE R 10 ENTIRE SLAB Default material is Doug Fir No or better. AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE stem Wall_ GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" Default bottom connection on plate: , FCor 2: A34 with screws: or 4; 15d face nails. OSB OR EQUAL. ENERGY CREDIT 2a 77 L LulliunFI F, AIR LEAKAGE CONTROL&EFFICIENT VENTILATIONZ O Z g Dfault bottom connection on beam: , FCOr , A34 with Screws, Or PZ. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST w° -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR Mullion: Use min-, 2, 2x6, continuous bottomplate to toplate_ °aa p LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO °°w -WHOLE HOUSE FAN PER SECTION M1507.3 °NCO x Header Connection: Header(s) may be. supported with 2x trimmer or hang on this mullion with HLC, Default bottom connection on concrete: PB; or AB: or ABU: or ABW; or CBSQ FLOOR HOLDOWN LOCATIONS. °��J° ¢a°a ZZ°UK ENERGY CREDIT3a HUCQ or similar. Atternate bottom connection on concrete: #5 rebar or 5/8" all-threw; epoxy 6" min. Into post butt; and 6" min.; embed ill PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING N a,Tz°T HIGH EFFICIENCY HVAC EQUIPMENT LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. I..L g W)15 -GAS FIRED, PROPANE,OR OIL FIRED BOILERconc. Oonc embed maybe wet set or epoxy. �� Q �d TSTall Stenl��all at Narrow Shear Eanel. P � =�, o �w��w WITH MINIMUM AFUE OR 94%. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. D °,i - Footing: Per 5 2, see Arch- �W��N Connector' (if blank 2--E6 ENERGY CREDIT 5c x , INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE u s_l° EFFICIENT WATER HEATING Stenl��'all: Stem all per 5'A2 (Arch) except that it must extend 1_" min above top of adjacent Slab_ Calloi<lt Min. use hilt I min. use hilt min. use l Totes Z°��� -GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. use default, above) CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM U W ho CONNECTIONS. W H L ag Pa_ao 95 S Slab 70P 2- 2x4 4x4 I— 0 Z°,o P 2 0 f S ubgra de: Use e structural fill or native material, compacted to °a relati 'e compaction- It is strongly 71 P 3- 2x4 2- 2x6 4x I Z aw�m'ao .102. zEs.iz recommended that all structural fill be checked by a geotechnical consultant. g° .J f� U Zw°aa 72P - x6 6x6 4- x4 "°Z» wooaa La - l�.nde rs lab Insulation: May use S or EPS rigid foam with min-, 25 psi compressive strength under z° z 000 ammo slab. If used, provide and install per insulation manufacturer's recommendations. Z I-Z 0°Ox FZOH Slab Thickness: Use 4" min_ DV OCDm< MI� Reinforcement: Use any of the following: GAR - Min., 3 rebar at 24" OC, each v 'a , ce ntered in slab_ 'I on• w�sy� 0 - Welded re fabric, min., W2.9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8 min. F� ,.r : -.. at I OWNER APPROVAL - Fibermesh per manufacturer's recommendation. et: ,,Y .., INITIAL: - Helix micro rebar, min 5 lbs. per cubic yard- 41., 044itts. 284etzgoes, PAGE #: * Control Joints: Maximum recommended spacing = 8' OC, each way- This is a non-structural item and may be changed or omitted by Owner or architectural designer. ,,A,, AO * Vapor Barrier: Suggest a nun., 6 mil-, plastic vapor barrier under ulterior slabs. This is a non-structural [WORN O13141 item and may be changed or omitted by Owner or architectural designer_ A- i4+ 1 'S -5 ,41-, PAGE: 1. Feet aTa.4.1.4-7'1.-. a-T1GA.4.5 biL•IL • 5 of 18 - 17 HD hilt 1 - Holdown-Embedded Strap Type. GENERAL NOTES DESIGNED BY: Min. Capacity-: Goad for 2185 lb uplift. 3 4 J. STERLING A8 A8 Holdow-n: Use LSTI-TD8 for no rim joist condition. 6X6 P.T. POST ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: - For rim joist condition use LST 1D R _ 8 - 24_0 8 ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. A2 — 6X6 P.T. POST A2 J. STERLING " ails: Use 16, 16d to full-height stud as follows. I �1 I I ( �� VERIFY HEADER HEIGHTS WITH SUPER. Y1L '- _1 W/ x"S x 8"FOOTING AT FROST DEPTH �/ 24"x 24"x 8"FOOTING AT FROST DEPTH I - I fl x Stud: Uselarger of king stud as St elsewhere r ; or at - G, , or 4x. 6X6 P.T. POST J W/12"SONOTUBE TO GRADE. L_ W/12"SONOTUBE TO GRADE. L _ J ' Alt -Holdo � - dolt T F` 8'-0" '0 -I _ ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED 1/4" - 1' U.N.O. co co 'jl OTHERWISE. o - - ---= Holdo��-n: Use HILL 2. - 58'-0" - 16'-0" - 18'-0" 24'-0" — ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED DATE d Lags: L se 1 to full-height stud per aba 'e 9 OTHERWISE. w Anchor Bolt: If wet set, use 5/8' diameter SSTE 16, or 5/8" all-thread with nut and 3" ,r rasher on 06/16/2020 a — — — -- PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER embedded end_ ''din embedment= 12"_ If too long to fit in footing, bend 90-degrees at bottom of footing, A A r , DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR I J f LOCATIONS. 08/26/2020 maintain 3" cover at bottom of footing. N o j 1- - — ♦ o Ifratahamme , use :sx riten xl or thread epoxy, 6-min concrete embedment: centeredin A i A [ u U ; A2 A2 FOUNDATION NOTES 09/15/2020 stem P — —E--- - — — JI .= u U - — — — — — — ®� — o A ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH. 04/05/2021 91) T Tall Stemwall at Narrow Shear Panel I A2/ 5 —A JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. Footing: Per :. see Arch. I 1 FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. CY) >. CRAWLSPACE VENTILATION I 4- Stemwall: Stemwall per 5.A2 (Arch) except that it must extend 12" min above top of adjacent slab_ 1 (53_ FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. 6A7 CA---25 � CRAWLSPACE AREA: 1,907 SQ.FT. r A7 `° N u AFOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. W CONCRETE SLAB FLOOR AREA 1,907/150= 12.71 SQ. FT. OF VENT IS REQUIRED. as) 95 S S lab _ 921 SF USING 6 X 16 FOUNDATION VENTS,20 VENTS ARE ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. �, REQUIRED. ONE SUCH VENTILATING OPENING Subgrade: Use structural fill or native material: compacted to 95' relative compaction. It is strongly SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE I N BUILDING. 2012 IRC-R408.1 - recommended that all structural fill be checked by a geotechnical consultant I o p 2 FINAL LOCATIONS OF FOUNDATION VENTS TO BE * Lnderslab Insulation: May use S or EPS rigid foam with min., 25 psi compressive strengths under DETERMINED ON SITE. I slab_ [fused, provide and install per insulation manufacturer's recommendations_ V V VC I r o * Slab Thickness: Use 4" min. — C1C5 2 " Reinforcement: Use anyff' of the following: I 6"X 18"CONCRETE FOOTING �Q 7 6"X 18"CONCRETE FOOTING - I I r A - Min., 3 rebar at 24" O , each way, centered in slab. I 1 �J 1 1 - Welded wire fabric: min_, IN-2.9, 6"x6" (6 Ga_), centered in slab_ Splices overlap 8" min_ Al Al Al •1I - Fibermesh per manufacturer's recommendation. °° U.) I ._,5o ,, - Helix micro rebar, min_, 5 lbs_ per cubic yard_ I A 1 * Control Joints: Maximum recommended spacing= 8' OC, each way. This is a non-structural item and I ♦ - I- A2 — — 7 may be changed or omitted by Owner or architectural designer_ ZN- -I- :-. -I = fi —I E Vapor Barrier: Suggest a t7litl., 6 mil., plastic vapor barrier under interior slabs. This is non-structural N �� J 6"X 18"CONCRETE FOOTING ° 4 a ° 6"X 18"CONCRETE FOOTING r S v , 18'6 1/2" A 8'5 1/2" a 1 a a e °12 4 ° ° A 0 item and may be changed or omitted by Owner or architectural designer_ �` ° ° d'a° }, 1 a a A' ° a Al N 2 Al ° L co A a a a TT (n A ° ° ° °° 4 d VJ C d ° „ O s ° a° ° H 4 a a / a O ° < U ° ° 4"CONCRETE SLAB °4 a 0o C a '. O O LC) - d ZO ° /° _ d° 00 00 A° °aA / 105 sq ft ° °�° z Cr) w a 4 ° a r o ° tea ° ° ° d ° ' ° a4 ' 1 1 ° ; X � I . M L A2 A2 0 m A a a U cn a ° a a ° / — J • Q V I a AI ., r 5 Oz CEO ° r I O I 1-- -- u G_ °Q— a d A 4� .1" A A a A V 6"X 18"CONCRETE FOOTING I o d I l 4 ° a a a A A A A A A —r H I N I A ° 1a A a 4 AQ I I I A a d A a ., Al — A A Q a ° A ° LLJ I —I 9'-0" A 4 4 a O a A 4 A A —2'6" Y 4'0" 2'6" _ 22'-0" 4 A A<94 V '^ 4 a a Q 4 A A — a a I 2 © O A A A A A7 �� 4 — r A21) 4 A Q d i A d a A d d A ° A7 �r� a ° a O I J 4 t ,.J I 4 a 4 4 a ° /44A rAA Q d 4 A I— I a A A 4" CONCRETE SLAB A z — Q �� 1 \ / 1 I " 9 A m _ a 462 sq ft A ° a 4 4 a w z �I A a 4�— U I ' p A v a . " 4� Q 4 4a 4 ° a A a s A d cv I _ W < CV r r T I 6X6 P.T. POST\A2 I �o r 4 w a a s d da d 4a 4 5 Et ca U `ryN1 A II" A a a °a A2 4 d7 24"x 24"x 8"FOOTING AT FROST DEPTH J - 5 a ° d a a I— W/12"SONOTUBE TO GRADE. A U , A ° A a A a f , — 11'-9" 1'-3" 0'-9" A A2 A ° A 4 a a v g A4 Qa a 4 4,,,, a A O d a a —, 4, A Q /\1 d a ` V ,„ A 4 a SLOPE GARAGE FLOOR da 0 A 4 Et CO OA Q A A A a /1�1 b 1 A A A 1..� A M - A A � Q A ° O d ° a w 4 4 A a Q a� a Q 4 A a < N- 1 4 Z] Cr) Q A 7 A a ' 4 a 4 A2 a BUCKOUT FOR GARAGE DOOR a ° I 4 p 4 <J A A 4 Q A a r r ed I-." 1Y t. , _111r_ a I r r A Q Q U A W 00� L7 A - O O F U 3/4" 4'-0" 2.6 o \ Z 0 OSBzr UVZO -- — `6'-6" A 17HD 17HD H84,, Q Oaf K AI / J ZZ°U 11 7/8" BCI JOISTS �'°_ 90 TS 90 TS 1� w° 11 Hal R-38 INSULATION - 14-0 -- 13-0 - - 9-o I 18-3 zawwa — 58'-0" 1'-101/2" 1'-101/2"Y GAR Z °wn'') O >WQ W V A'5-xa z � i 3 4 � ,� ��awF CONTINUOUS BLOCKING A8 A8 ,� ,�:,of �t � Q O ° ALL z=- c e. w�aaz Fy Z tUxLL 2 X 6 STUDS 16" O.C. WITH / °° ao0Hz DOUBLE TOP PLATE. FOUNDATION AND RETAINING WALLS Q ?oz�, aw)m'a -ALL SLABS ARE 95S 21141142Zr, 0 o= °° 1/4" X 3 1/2" DRIVE RAWL 48" - FOUNDATIONS ARE OPA EXCEPT AS NOTED z zw aa ioNtO.C. AAL Ua_ Ue as °uiaFzzOODU +#�M�iG WA' 1 ammNo 0 TREATED SOLE PLATE L z O O~z`_ -- i F Z U H 6" X 18" CONC. FOOTING (PER PLAN) • a i.5 Fe& aT 7'L.. °a o W/ (2) GRADE 40 # 4 HORZ. REBAR G a a 1 \ V " \ \ \ N \ \ \ \ \ \ \ \ \ ° / / / // // // // //�//�//�//�//�//�//�//�//�//A OWNER APPROVAL 6 MILL VAPOR BARRI OR / %��%r�%r�%i�%�%�%r�%��%�%r�%i�%�%�%��%�%� / , UNDISTURBED SOIL i,iii� PLAN AREAS INITIAL: // / // '/ '/ '/ '/ '/ '/ '/ '/ '/ '/ '/ // // // // PAGE #. MAIN FLOOR 1 ,906 SQ.FT. TOTAL LIVING AREA: 1 ,906 SQ.FT. Al GARAGE 497 SQ.FT. PAGE 1 STRIP FOOTING & PONY WALL SCALE: 1 " 1 ENTRY 96 SQ.FT. 6 Of 18 OPEN DECK 218 SQ.FT. DESIGNED BY J. STERLING \\ \ DRAFTED BY: ° SIDING MATERIAL \ ° SIDING MATERIAL N BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 7/16 OSB BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 7/16 OSB J. STERLING In NAILS OR SCREWS 1/2" SHEETROCK 1/2" SHEETROCK / 2" OC. STGGD T 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" SUIBFLOOR OPTIONAL4°SLAB 1/4° = 1' U.N.O. _ NAILS IN BLOCKING _' PATIO) DATE o - (GARAGE, \ \ LENGTH FLOOR JOISTS 7 , ' LENGTH FLOOR JOISTS l:- 06/16/2020 z RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. i (JOISTS PARRALLEL ONLY) RETAINED WALL FOOTING OF VERT. / • a FOOTING FOOTING i �'j FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING • ." HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING *` SPACING REBAR @ REBAR REBAR TRANSV. CONT. A35 TYP.ONLY HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. F ,., , ° BOT. L BEND REQ IF A>4' / OPTIONAL 4"SLAB e (GARAGE, PATIO) BOT. L BEND m w 08/26/2020 NOT F ` ` NOT SIMPSON HANGER 0 09/1 5/2020 0' -• 4 CENTERED 1 8" 6" 6" 72" NOT 6" #4 © 24" #4 © 24" N/A (2) # 4 IF JOISTS PARALLEL r4' 8" 6" 6" 72" NOT 6" © 24" © 24" ° °° Q• -INSTALL"G"BLOCKING - W O _ 04/05/2021 IN (2)BAYS. 3CR C.THRU SUBFLOOR • 4 1 "- 6' 5" 24" 8" 6" 56" 48" 6" #4 © 24" #4 © 24" #4 © 24" (2) # 4 3co c.THQRu suBFLooR E , ' ♦ ZI o 4' 1 "- 6' 5', 24" 8" 611 56" 48" 611 #4 © 24" #4 © 24" #4 © 24" (2) # 4 W I 0 18"MIN. 2 , „ , _ CD I 6' 1 - 8' 611 32" 10" 8" 28" 28" 8" #4 © 16" #4 © 18" #4 © 16" (3) # 4 BELOW GRADE: C� 6 1 - 8 6" 32" 10" 8" 28" 28" 8" #4 © 16" #4 © 18" #4 © 16" (3) # 4 BELOW GRADE- J a X I II II I II III w=Z X 1111 111 11 Q=6 4"TIGHTLINE- _1 Q 4"TIGHTLINE > Q (-f} 8' 1" 10' 11 „ 11 11 �� �� 11 14" 18" 14" EQ. EQ III 1 J 8' 1" 10' 11 „ 11 11 �� �� 11 14" 18" 14" EQ. EQ III 1 Q X - $ 42 10 8 18 18 $ #5 © #5 © #5 © (4) # 4 1 X 4 P.T. EXPANSION JNT. / EXT.WALLS ONLY_ -I Z - $ 42 10 8 18 18 $ #5 © #5 © #5 © (4) # 4 1 X 4 P.T. EXPANSION JNT. / / 0EXT.WALLS ONLY: z (1) W R 10 @: < p R 10 @: O O -CONDITIONED AREA SLAB =1= -CONDITIONED AREA SLAB Q q a MIN LAP SPLICE=24" � ON GRADE ON GRADEo Z Y a' III III III III D o� MIN LAP SPLICE=24" 0__,L Z Y ,., <„, _a GENERAL NOTES: NOTE #1 l/SLABORFILL-SEE oTE#1 % '•'''B _w GENERAL NOTES: NOTE #1 r SLAB OR OTE#1 °'; B•••••••••••••••••••••. p o * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN a * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN °I° A.:::::••••• ••• : * NO SLAB IS NEEDED. R 10 FOAM = R 10 FOAM a = COLUMNS F, G, ARE MAXIMUMS. MAY LESS. w/10 MILVB �! ;°,I!^ :°RAIry RocK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. NO SLAB IS NEEDED. w/10 MILVB , ,b, , 4! , , , ,, . 1 DRAIN ROCK - C UNDER, MIN. D+ �I 3" L • :4' PERF. * RETAINED HT. A FILL REQUIRED UNDER,6 MI VBNI ++ a 3" 4"PERF. w * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT. (A) FILL REQUIRED _ 6 MILLVB ‘i • -. . . .(EXT.WALLS ONLY) ASSUMED SOIL BEARING PRESSURE: 2,000 PSF O II \ �. .(EXT.WALLS ONLY)- z * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IF No SLAB- =V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IF No SLAB- =V N 0 -4 NONE 4e =C II = 0 -4 NONE 4e C II 4 * REBAR MINIMUM GRADE 60. 5' - 6' 12" TOE -HEEL- * REBAR MINIMUM GRADE 60. 5' - 6' 12" _ .11 E M OE HEEL- * 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 (an <Y2' **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" III III **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" w NOT TO SCALE NOT TO SCALE L NO FLOOR I \ ° SIDING MATERIAL E SIDING MATERIAL 4 RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" 7/16 OSB 2 CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM 12" MIN. 7/16 OSB 0 ° O 1 X 4 P.T. EXPANSION JNT. 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 0 -CONDITIONED AREA SLAB I ® Q ON GRADE F ! ` li L O LENGTH Q FOOTING WALL ANCHOR BOLT BLOCK LENGTH VERTICAL HORIZ. IN LL uJ CO � (I) UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING �" w RETAINED WALL FOOTING ** OF VERT. FOOTING FOOTING Z 0 j W - 4"SLAB II 6" M HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING** SPACING REBAR @ REBAR REBAR TRANSV. CONT. / ° , a a a :;II a HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. - 0 H I— C Ct O I BOT. L BEND , a a m Q BOT. L BEND w W a O ca IMMEM■■■■■■■■■II■■■■■ENE Q 0 Z CO CV mi Ce J1 R-10 FOAM MCI o 1-0 J 0 < O m n SEE NOT 11 11 R-10 FOAM pi E U „ 6" 6" SEE NOT 6" 11 11 —E p Q 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 $ #4 @ 24 #4 @ 24 N/A (2) # 4 1- m 2 Q co SHEARWALL REQUIRED SHEARWALL REQUIRED UNDER, MIN. 24" MIN. •� m W 4' 1 11 6' 11 SEE NOT 11 :•41, SEE NOT 18" 11 18" m 3 24" 8" 6" 6" #4 @ 18" #4 @ 24 #4 © 18" (3) # 4 W 11. �_ Z 4' 1 "- 6' 5 24 8" 6" 6" #4 @ #4 @ 24 #4 © (3) # 4 O 4°TIGHTLINE _� SHEARWALL REQUIRED 1 .. J SHEARWALL REQUIRED \ W 1 W a ==Q zW 6' 1 " 8' 6" 36" 10" 8" 8" #5@11 18"#4@ #5 © 11 (4) # 4 6' 1 " - 8 7 36" 10" g SEE 8" #5@11 #4@ #5@ (4) # 4 �, A- SEE NOT 11 1 O 1 n NOT 11 18" 11" J SHEARWALL REQUIRED _ J SHEARWALL REQUIRED X �� 11 III- >-6 U c X < 18"MIN. BELOW GRADE- Q W 8' 1" - 10' 8" 48" 10" 8" SEE NOT 8" #5 9" #5 18" #5 9" (4) # 5 ° 8' 1" - 10' 8" 48" 10" $" SEE NOT 8" #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5 1 X 4 P.T. EXPANSION JNT. Z O SHEARWALL REQUIRED @ @ @ 2"CLR. SHEARWALL REQUIRED SCREENED 2" PVC /� @: /T I CLR. O MIN LAP SPLICE=24" w R-10 O ' ' I -CONDITIONED AREA SLAB a / III III III II w Z L.L.1 L�L WEEP HOLES 6'O.C. III ON GRADE 6 -MIN LAP SPLICE=24"- co Q � I Z Y H _ (� •4I1GHLI1NE 18"MIN. a - o a Q i _ _ z GENERAL NOTES: Z Y ' _ _ -24"MINI. FOR GENERAL NOTES: NOTE #1 J/SLABORFILL-SEOTE#1 B-.-. . 7 N— HI II �.'B' . . . . 10'WALL w z N * COLUMNS C D E W X Y Z ARE MINIMUMS. MAY USE GREATER. \_ _ _� : ' " " ' * COLUMNS C D E W X Y Z ARE MINIMUMS. MAY USE GREATER. ` 1 \ \ . . . . . . J FILL OVER FOOTING IN CRAWLSPACE WHEN : W Q N R-10 FOAM NO SLAB IS NEEDED. 0 " 00 COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D , !„a . DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. w/10 MILVB , \,_, , , , , , , •, •a cy,''�'' :�RAIN'RocK * / / )4 PERF.- * UNDER, MIN._ID 3" / /a PERF. �1 1 III ♦I I III I I III +. .i•� = RETAINED HT. (A) FILL REQUIRED 1 11 6 MI ' ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 3 ASSUMED SOIL BEARING PRESSURE: 2,000 PSF _ _ fi IL �I�I 1 1� I I I �I I III I I�' III I I I * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. _ IF NO SLAB- - U �/ C = 0' 4' NONE C = LLI fl z * REBAR MINIMUM GRADE 60. TOE I I HI EEL = * REBAR MINIMUM GRADE 60. 5' - 6' 12" TOIE -HE E- = Q N * 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 = Ct CO **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" II III III III III III III III III III III III III III 1 ap NOT TO SCALE I NOT TO SCALE < r \ - - CASE 1 \\ a SIDING MATERIAL CASE 2 \\ a SIDING MATERIAL 1/4" X 3 1/2" DRIVE C-------) 12" SONG-TUBE 6 X 6 P.T. POST ABU66 POST BASE CO 5 RETAINING WALL 4' MAX RETAINED CENTERED REBAR NO FLOOR R-21 INSULATION D � 7/16 OSB RAWL 48" O.C. wo WITHIN 1211 7/16 OSB 2 X WALL 1 x4 P.T. EXPANSION JNT. 1/2" SHEETROCK °� 2 X TREATED PLATE < ��AA/��,�V - //` /� /� /� /' 'Iv R-21 INSULATION y/A//A// (4) GRADE 40 / zj R-10 @: a 2 X 6 WALL 3/4" SUBFLOOR 1 ) (WHERE NEEDED) CD \/\\/\\/ (n A B C D E F G V W X Y Z -BASEMENT PERIMETER R-10 @: /\//\/ #4 REBAR g3 �;' LLz�ABOVE GRADE AREAS „ i i i i / / -CONDITIONEDAREASLAB 1/2 SHEETROCK V��/V/V/ ooCONDITIONED AREA SLAB - VERT. HOOKS JOaaON GRADE ) O / / / ///,/,/,/,/,/ _o 0�w0ON GRADE 1 V"r/ �0�LENGTH 4"SLAB / k- m /\/\/\/ /\/ w oF FLOOR JOISTS _ b L" / \//\// \/ / /i/i/i/i/, z g O°wUNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING ° -\ a a / ° V (4 GRADE 4O ��_�9W 4r / / / 1 1, / \ ) �amoHEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING** SPACING REBAR @ REBAR REBAR TRANSV. CONT. ° a ° N 0 a z \/\/\/ 1 -O "/ ��YmA Q o \\/\\/ / #4 REBAR E.W. LL) Ill �-a_ < ,� � /\ ���BOT. L BEND �~a ..a A i /'/ \/iVr VA \., • \ R-10FOAM\VA� - - X=za�wwao. , /// j //v% // / W/10 MIL VB// / CO /ice// // // // // a w 1R-10 FOAM R-10 FOAM d F ♦ \ \ \ „ \ \ \ \ \R 10 FOAM%\/ /\/\/ \ \\/i U NDER, MIN\/i. <ff \ \ \ \ \/ �a w�G SEENOT �� ° 11 ( ) UNDER, MIN. ABO(@B ♦ E U / / / 16 / / / ��=aO� -• 4� CENTERED 1 $" 6�� V11 SHEARWALL REQUIRED 6 #4 @ 24 #4 @ 24 N/A 2 # 4 W/10MILVB (@sasETENTMETER w • w/10 MILVB�VA/VA/VA/VA/ \ \ V 2 GRADE 40 �V� /A/A/A/A/A Z °���RAOEAREAS) I I m W UNDER, MIN.� // // // / // A/AA/ ( ) ' �;�%/ ,� a �j // //�//�// / Q Z o azz ♦ MIN.* / / / / / /, z 24° NUN. W a - �VA/V/iA/iAA/iAA/- /XA�VAA/AA/V j�A/AA #4 REBAR j�A/VA/VA/�� ������� �A/VAjVAjVAjVAjVAjVj 0 cl a,o° 1 Q E / / Z V�/VA//VA//V�M���VARY P�����V/V/V/V/V/A <o°F z _ Wa - A — H a OOU'm'a =-Z CRAWLSPACE _ 1 2 r -- THICKENED FOOTING o2o� oz � J p _ 18"MIN. H Q 6POST FOOTING Q w= BELOW GRADE 8 „,,,,z w X a ¢-a X �_ z SCALE: 1 " = 1 ' SCALE: 1 " = 1 ' 0 woz w Z o °°° 4"TIGHTLINE- W < a z z O = Q Z OP,§ Zw000 w 1 X 4 P.T. EXPANSION JNT. E°. E°. -EXT.WALLS ONLY E m H o CENTER/ / w /' J Z z z a a —MIN LAP SPLICE=24" w R-10@: J \ = E GARAGE DOOR D 0001 SCREENED 2" PVCA CONDITIONED AREA SLAB H MIN LAP SPLICE=24"-Q =2 WEEP HOLES 6'O.C. ON GRADE BUCK OUT FOR GARAGE DOOR ggwo _ _II III HI III Y 4" NE Z Y / 4" CONC. SLAB OVER 6 0 mg TIGHTLI -a O"I MIL VAPOR BARRIER ON GAR L- �_ GENERAL NOTES: Z = B --- .• - //SLAB OR FILL-SEE NOTE#1 I • B=Mow /[_ GRANULAR FILL ,� o�w �►t4, �'ala . * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. - �: ': /\/ r �. '�% ' OWNER APPROVAL //\�\//// a 4 yo *ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF D_ '— _ 1 • • : DRAIN ROCK = wR10 FOAM • _ • :'DRAW ROCK jA/o/ A. "� Dr V a / A. • /ice/iceice/ice// . INITIAL: 3" : 4"PERF. UNDER, MIN. 3" a : 4"PERF. * / / / /, /\/ /\/ (2) GRADE 40 \ 1 MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. I I I II_ ♦ L. 6 MILL � ��� �..(EXT.wALLsoNLY)- VA/ /VA/ #4 REBAR PAGE #: * V IF No SLAB- V= //� y / / _//j /j // // ,/ / // // ' 7s- REBAR MINIMUM GRADE 40. C =C * _ "� A2 CONCRETE MINIMUM fc 2500 psi TOE- HEEL TOE HEEL TYPICAL FOUNDATION WALL ** 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 @ GARAGE DOOR [WIRES w = II NOT TO SCALE III III III III III III III III III III III I II: HI SCALE: 1 " = 1 ' ,� ��, tS 5 �4�. PAGE: NOT TO SCALE III III III III III III III III III III III II 15 Feet a' c-7'1... a-TE.AA.s bp-4 LA ' 7 of 18 TYPICAL HEADER FRAMING WINDOW FLASHING INSTALLATION © 4 DESIGNED BY: FLOOR PLAN NOTES J. STERLING HEADER LESS THAN 5' STEP # 1 A8 A8 6X6 P.T. POST SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE ASMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, )-L , • ^ �j��4J� r - -12'5 1/2" - - - 12'-0- - REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE N 6X6 P.T. POST BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. STERLING 'I��I I I�er AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 1D 05/11/2021 II — — - - - - - - 6X6 P.T. POST L — J 6x12 PT DF#2 DROPPED DECK BEAM 6x12 PT DF#2 DROPPED DECK BEAM L - J 2 SHELF AND HANGING ROD. m HEADER LESS THAN 5' f Y 1/4" = 1' U.N.O. o '58-0„ o /� (1)KING STUD FROM BUILT IN SHELVES. DATE d TOP PLATE TO • 16'-O" j 18'-O" H BOTTOM PLATE E 06/16/2020 ,W22 6068 PATIO DOOR- 4 CABINET-OWNER/CONTRACTOR TO VERIFY. • r TRIMMER - - r • / r STEP A- T I ' 08/26/2020 �1G0 � —INSTALL TYVEK APRON BELOW 3'-9" YID 8'-6" �1 3'-9" EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 WINDOW SILL •W21 8650 DBL SL `�� 24H I 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" �� f 0 U A I I I 3'-0" 8'-6" TIC 8'-6" �� 4'-0" HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. 09/15/2020 Lm W23 8650 DBL SL - - — r - - \1` STEP B- �— - -- INSTALL VYCOR ACROSS WINDOW SILL 23H [ -I L— u - 23HI - - u - — - ���- 6 TEMPERED GLASS 04/05/2021 STEP C- I I I I ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS I I I I A INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES HEADER MORE THAN 5' I-F -1- , I co 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, 01) "5 BEDROOM N ao IA LIVING I I KITCHEN I I HALL 20H o N END OF PIPE LESSTHAN2FEETABOVEGROUND,POINTINGDOWN. TANKS SHALL BE cfl C7 co ih STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 168 SQ FT ¢ o 279 SQ FT 139 SQ FT 57 SQ FT ( I p EARTHQUAKE.MIN.EFFICIENCY OF 91% 0 _ __ _ _ I r - 0 STEP # 2 (E] A F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. X I A7 0o NOTE: PROPOSED FUTURE LAYOUT OF WALLS, FT A 3080 A7 EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL (10) W CABINETS, PLUMBING AND APPLIANCES. I <1'-11" 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, p SUBJECT TO CHANGE. BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF 1 Minimum o w I FURNACE. c,„ 2 N HEADER MORE THAN 5' c, n i I I N ¢ LAUNDRY PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF N 0° U ! CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL `° 2'-4 1/2"� I I q 67 SQ FT o COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF z (2)KING STUDS I '— ^ L 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR FROM TOP PLATE TO • BOTTOM PLATE I I ® q p EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF o o I L _ - t _ _ i 2'-8 1/2" SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. • (1) o? r� �� o C -. TRIMMER Q 21 H 4X8 DROPPED HDR FOR OPENING -- -- _ iv o MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE Q 41411 ice- L _ - - - _Mil PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 Z i / I 'r - L i l A C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW z I r - - - II - r OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, • I 0► — BEABJN�pigLL - - Q -1!- 4' — B zING V g J I I A 1 0 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK a — — PRIOR TO INSULATION FOR FRAMING INSPECTION. EX C1C5 HAUST FANS TO BE N 1611 j BATH CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX - N w - N CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH E (V 81 SQ FT - M I DOMESTIC DRYER EXHAUST. to CRAWLSPACE I �� ° _ - `_ 886 SQ FT `° I WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH CD `') C0 3068 _ AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. WINDOW W/ 6" POST 0 - N ¢ I `� Lii 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. L I oo LINEN u� CLOSET r 7 I FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. STEP A- INSTALL WINDOW&4"VYCOR TAPE - olo - N - _N, iv -9 SQ FT N_ - } 1 2 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR I- SEALED TIGHT. E A ° I BEARIN�c WALL ° BEARING WALL GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. 2'-7 1/2" T-4" 3'-5 1/2" 4'-5 1/2" - T-9 1/2" °13'-4" ° 17-$" ° o o 1 3 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS ° I ° a THROUGH PER I.R.C.SECTION 312.2. 0 STEP # 3 - 17'-10 1/2" a ° ° ° a ° ° ° ° PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N M a ° ° a A TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N L° 4 ° a ° ° ° ° a ° ° 4 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 00 V) / ° ° 8 ° ° ° °° ° ° ° ° SURROUND&HEARTH MATERIAL. 6) C / ,r H a ° ° ° N O (1) ° ° ° ° ° ° s— GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR O �j I� TRIMMER o 4 ° ° ° ° °° ° ° a° ° ' o0 1 5 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. L (2)KING STUDS o a, ,°d a °a° ° °O LL (n FROM TOP PLATE TOV) CO —CD BOTTOM PLATE ° ° a A ° a Z C7 � ° ° d ° 1 6 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. X ~ a ll I O O Cr) m 1 L STEPA- °d ° ° ° ° ° ° ° ° ° a b p m U N 'E—INSTALL TYVEK HOUSE WRAP aA ° ° I J Q �iL � _ ° � — � a GENERAL NOTES m STEP B r 4 �I N -N -N 1-- -N 1- - L � H � H $ll INSTALL TYVEK TAPE — T BEARING WALL _ ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. r I ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. WINDOW W/ 3" POST ° I Q VERIFY HEADER HEIGHTS WITH SUPER. W czi.c.>„/„........„..„.„... IL — © °° I © ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED OTHERWISE v I - . N W A7 N J A7 ALL INTERIOR WALLS ARE 2 x 4 16" O.C. STUDS, UNLESS NOTED L.L Ct - OTHERWISE. z W Headers I a aa _ — 00 CONCEAL FLANGE I PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER HANGER EA.SIDE Default header material is Doug Fir No. 2 or better a I r J a 0 DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z 4 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration I I a LOCATIONS. WCf.J. Q a (2)KING STUDS Default Trimmer; use 1; 2x stud or Simpson LUC hanger;each end. a L J a Z N FROM TOP PLATE TO • Default King Stud,opening 6-feet wide and less use 1;full height stud each end(plate to plate.) I N FRAMING NOTES J N BOTTOM PLATEr GARAGE Default King Stud; opening wider than 6-feet, use 2;full height studs each end(plate to plate.) „ I 6X6 P.T. POSTN I I - _ 462 SQ FT N co Trimmer,each end King Stud,each l L J _ REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. (n - Callout Min,use Alt 1 min.use Alt 2 min.,use (if blank use default end(if blank use f , _ above.) default above.) COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF W I: o 20H 2x6,;"L"config 2x10 4x6 2-2x8 4x8 FOUNDATION/SLAB/JOISTS BLOCKOUTS. z IL Tr— \I\ 21 H "L"config HUC to 77M at girder truss above N CO FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0�/ 22H 5.5x9 glulam 3 SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT LL NOTE:VERIFY ALL HEADER 23H 6x12 5.5x7.5 glulam 3.5x9 glulam 2 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- HEIGHTS WITH SUPERVISOR 24H 4x10 2-2x10 5x8 PRIOR TO THE FABRICATION AND INSTALLATION. 00 NOTE: CONSTRUCTION AND APPLIANCES r BeamsALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED TO COMPLY WITH ENERGY CREDITS TAKEN Q r ENERGY CREDIT la Default sawn material is Doug Fir No 2 or better. BY MANUFACTURER CO EFFICIENT BUILDING ENVELOPE Default glulam: LVL, PSL materials-see Standard Structural Specs herein. Default LSL is 1.5E, 2:300 psi; min Fb. o- WINDOWS: U=0.28 Default wall connection: 3"bearing in pocket or on plate with min.; 2 studs below. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE FLOOR:=R-38 INSULATION a L AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE -SLAB ON GRADE-R-10 ENTIRE SLAB Default end post connection: LCE,ACE; EPCZ, ECCQ, or similar. I a ° I- I L GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" Default corner post connection with mitered beams over: LCE4: LCE4Z, or RTC44. 4OSB OR EQUAL. ENERGY CREDIT 2a Default mid-post connection: LPCZ, PCZ, CCQ, or similar. _ z Q Z u Z= I AIR LEAKAGE CONTROL&EFFICIENT VENTILATION Default beam to beam connection: HU.HUC. HUCQ or similar. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST o°°� -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO oHo -WHOLE HOUSE FAN PER SECTION M1507.3 I w ZLL Callout Min.,use Alt 1 min.,use Alt 2 min.,use Notes 17H D 17 H D H ,c48 ,5 Connector(if blank FLOOR HOLDOWN LOCATIONS. , O a a° ,5 use default,above) - z Z o d 1 ENERGY CREDIT 3a PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING Z akZ°� glulamLOCATIONS WHERE THERE IS BEARING WALL ABOVE. 05.N° HIGH EFFICIENCY HVAC EQUIPMENT 40B 5 5x15 PT o �Qm GAS FIRED, PROPANE,OR OIL FIRED BOILER Joists and Rafters I I W ~L WITH MINIMUM AFUE OR 94%. Oa=Za Default rafter or deck joist to beam connection is con't or skip blocking and H2.5, or H1; or A34 with screws. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ` Z w U° 1 So�'NN °x>wz Default sawn material is Doug Fir No 2 or better. ak 4 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE ��°° ENERGY CREDIT 5c � �aw� EFFICIENT WATER HEATING �_� Q gp A8 A8 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM ~°� � Default sawn face mount hanger is U, LU,or LUS. Use sloped 1 skewed where appropriate. Z= w�ww° GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. ( ♦ O Li144 Default deck joist hanger is U or LU(not LUS}with galy screws(no nails.) CONNECTIONS. `// °��,$LL Qao°O Default sawn top flange hanger is JBA, LB, BA, or B(welded app, use LB,BA, or B) < ci Z O o 0 a 0 0 H z Any national I-joist brand,equal or stronger may be substituted M 90 N'° w ozD1 Default I-joist face mount hanger is IUS or Mitt o a o 0 Zzgzz Default I-joist top flange hanger is ITS; HIT; or MIT Z o Z°a a OU » Connector(if blank 0 EOODU Callout Min.,use Alt 1 miu.,use Alt 2 min.,use Notes Z w°O 0 use default,above) g 1_,i°° amu~j�0 (all joists and rafters are OPA) 000= 1—ZU1— Posts >m°o Default material is Doug Fir No 2 or better. w Z a o Default bottom connection on plate: 2, FC or 2:A34 with screws,or 4; lEd face nails. Default bottom connection on beam: 2, FC or 2;A34 with screws; or PCZ. Default bottom connection on concrete: PB, or AB, or ABU,or ABW, or CBSQ OWNER APPROVAL Alternate bottom connection on concrete:#5 mbar or 518"all-thread; epoxy 6"min. into post butt; and 6"min.;embed in conc. Conc embed may be wet set or epoxy. INITIAL: Connector(if blank PAGE #: Callout Min.,use Alt 1 min.,use Alt 2 min.,use Notes use default,above) 70P 2-2x4 4x4 A3 71 P 3-2x4 2-2x6 4x6 72P 3-2x6 6x6 4-2x4 PAGE: 8 of 18 12 FD Floor Diaphragm 3 4 GENERAL NOTES DESIGNED BY: Sheathing: With joists at 24" or 19_2" OC, use min_, 24 oc rated APA turd-I-Floor: either 3/4" A8 A8 _ J. STERLING 58'-0" — 6X6 P.T. POST ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.species group 1, or 7/3" species group 4_ May be Ol3 or plywood. Good for 130.psf 'FL rg.L/360 DRAFTED BY: Y _ 12'-0° y� — 33'-6 1/2" - 12'-5 1/2" deft_ r — DECK FASCIA 5/4"COMP.EXT.MAT.-INST.W/SPACERS 6X6 P.T. POST —, ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. J. STERLING N Sheathing: With joists at 16" CC: use thin_, 16 o rated= APA turd-I-Floor: mitt_, 1 /'32" thick. May A i I �� I II II —II II �I II �I II- ��II— I I — �'` VERIFY HEADER HEIGHTS WITH SUPER. vi Alglh6X6 P.T. POST/ 11" J 6x12 PT DF#2 DROPPED DECK BEAM _ _I 6x12 PT DF#2 DROPPED DECK BEAM L` J be OSB or l 'wood_ Good for 24 psf TL L//360 t l_ o¢ T p U a IV ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED m 1/4" = 1' U.N.O. x heathing Layout: Case 1 perB3C 2306.2.1 1 r§ aw OTHERWISE. o - Orient sheets continuous 'er two or more spans, with the long dimension across supports_ E. ¢? E. . ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED DATE o " Nailing: iltte, and connect with riil shank nails or= screws: at 6" edges: 12" field o ° a W 2 x 10 PT DDECK DECK ECKING 16"O.C. OTHERWISE. W 18'o" o L 2a'o" z °' 06/16/2020 * Blocking: not required except at supports (beams) and connections to shear walls below. — — — — — - 0" w LL F PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 1 3 DID Deck Diaphragm ' _ 1==. -I o X LDOCATIONSS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 08/26/2020 — ' G w x Decking: Use wood or composite decking per Arch_, min_ actual dims: 3.'4" x 3 511 p N E — — — — — — 24H I I 2X10 PT LEDGER FRAMING NOTES 09/15/2020 Decking Attachment: Use decking screws: length to ensure 2" min_, embedment into framing below. I A4 I I L — I - — J I �i i i i p — � 1 23H L— — — — — — — _• ' ' oe w i REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 04/05/2021 Use 2 screws per deck board per framing member. At decking splices: center splice over framing H23HJ COORDINATE W/ MECH. & ELEC. FOR LOCATIONS &SIZES OF �� r ber and use 2 screws per spliced end z� x� FOUNDATION/SLAB/JOISTS BLOCKOUTS. 01) i U� U� * Blocking: not required except at support beams_ 1 20H I I P, FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR Headers SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT a I � 1 _ ,lNg— Alk ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL J Default header material is Doug Fir No.2 or better A7 I - t PRIOR TO THE FABRICATION AND INSTALLATION. (1) X 2x headers must be in tall orientation with fiat 2x nailed at bottom in"L"configuration _I i A A7 ❑ Default Trimmer: use 1,,2x stud or Simpson LUC hanger,each end. A4D ' N ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED Default King Stud,opening 6-feet wide and less use 1,full height stud each end(plate to plate.) I BY MANUFACTURER Default King Stud, opening wider than 6-feet,use 2,full height studs each end(plate to plate.) I I I I I 11 7/$12 FD FLLOOR DIAPHRAGM 0 O O.C. I I I I o5 _ , I I FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE Trimmer,each end King Stud,each o D 1 I I AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE fallout Min,use Alt 1 min.use Alt 2 min.,use (if blank use default end(if blank use o A4 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 7:3 above.) default above.) `� I I OSB OR EQUAL. 20H 2x6,"L"config 4x6 • ,I ♦ I 1 I C o 21H 2x10,"L"config 2-2x8 4x8 Use HUC to 77M at girder truss above B B PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Z — — — — — — — — —I �I I LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO W 22H 5.5x9 glulam 3 I = = = = A4— - I A4 =i e o�— r— — — — — I 1 .. r FLOOR HOEDOWN LOCATIONS. CC/ C 23H 6x12 5.5x7.5 glulam 3.5x9 glulam 2 L—I— — — — __..85 S A_L — — ,`Q — — — — �iA — — — — — — ! — — 6 — — 4 —BEf�INS�W`�L ,49 24H 4x10 2-2x10 6x8 1 1 1 PROVIDE BLOCKING BETWEEN I JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. o BeamsI A2 A2 A2 I U Default sawn material is Doug Fir No 2 or better. o I /C\ I N ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Default glulam,.LVL,PSL materials-see Standard Structural Specs herein. Default LSL is 1.5E, 2:300 psi: min Fb. b I I Default wall connection:3"bearing in pocket or on plate with min.,2 studs below. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE (ID (79 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM -J Default end post connection: LGE,AGE,EPCZ, ECCQ,or similar. Ii ♦ �, I- -I ♦ I CONNECTIONS. Default corner post connection with mitered beams over: LGE4,LCE4Z,or RTC44. _ _ _ _ _ _ _ --E. ___ _ _ _ _ _ _ _ _ _ _ f Default mid-post connection: LPCZ,PCZ,CCQ,or similar. B II 1 1 A ° I I I E l : -- —, A4 c --k11 I � 1— d a ° A4 A a , A4 B� M — o Default beam to beam connection: HU,HUG,HUCQ or similar. -- ° I WALL ° d 1 ° BEARING NWLL Connector(if blank A - ,� =a ° , d °a ° 12'-3" ° ®' d °°I 1 Callout Min.,use Alt 1 min.,use Alt 2 nun.,use Notes use default,above) ° ° ° ° a ° A CV m EA )2 ° A° A ° °I A2 A4 40B 5.5x15 PT glulam ° T a a ° ° ° d d° TDlsts and Rafters ° °, A 2 ° - ° A Q O d ° N > V Default rafter or deck joist to beam connection is can't or skip blacking and H2.5,or H1,or A34 with screws. ° ° ° boa° °d ° , ° A4 ° ao > tl) Default sawn material is Doug Fir No 2 or better. I I ° ° ° d° ° ° d, O L °°d ° ° bo o LL III O) U) Default sawn face mount hanger is U,LU,or LUS. Use sloped/skewed where appropriate. IF I-JOIST HANGS ON 48"OR GREATER ° ° d ° d d° , ° , I Z Et 0 Cr) p. -c STEM WAI I AND IS PARAI 1 F_ ° ° • Default deck joist hanger is U or LU(not LUS}with gate screws(no nails.} INSTALL BLOCKING IN(2)BAYS ° ° ° ° ° d d ° Q x CO E2 SCREW OR NAILS 3"O.C.THRU ° ° a A LL I 0 O O m Default sawn top flange hanger is JBA,LB, BA, or B{welded epp,use L8,BA; or B) SUBFLOOR ° >I1'-6"„ 4'ro" -1-.. 2'-6" ° 3'-0"° ° ° CI z m 0 N Any national I-joist brand,equal or stronger may be substituted V I A` a o � 'I` 8 A ° ° , I Default Ijoist face mount hanger is)US or MIU - T r Default Ijoist top flange hanger is ITS, HIT; or MIT r � A4 N 1x N H " III_ pi 1_ A —H B APING ALL I I - a a Connector(if blank A $ fallout Min.,use Alt 1 min.,use Alt 2 min.,use Notes I I I ° use default,above) A4 _ 1 (all joists and rafters are OPA) A2 < d °= I I N a W POSES I d r //�. N 0 v/ Default material is Doug Fir No 2 or better. © 0 ° Default bottom connection on plate: 2,FG or 2,A34 with screws,or 4; 16d face nails. 2 iv , Default bottom connection on beam: 2,FC or 2,A34 with screws,or PCZ. A7 c.1 A I i J �A _ a ° A7 Li_ Default bottom connection on concrete:PB,or AB,or ABU,or ABW,or CBSQ ° P _ I I I 1 d MI z W Alternate bottom connection on concrete:#5 rebar or 5/8"all-thread,epoxy 6"min.into post butt,and 6"min.,embed in I ° ° .6° A4 A ° ° ° —�J r A : o , — aA 0 conc. Gone embed may be wet set or epoxy. I A U Connector(if blank _ ° I I d _ ° LLJCI). z r fallout Min.,use Alt 1 min.,use Alt 2 min.,use use default,above) Notes L — ° a v q _ N d—_ LLI 70P 2-2x4 4x4 I r N -J Q N 6X6 P.T. POST U liP 3=2x4 2=2x6 4x6 r r r A -. - d , I N I ® I d LOWER LEVEL WALLS AND MAIN FLOOR FRAMING -ALL FLOOR SHEATHING IS 12FD, TYP. 72P 3 2x6 6x6 4=2x4 L A4. I L— - FLOOR AND DECK JOISTS ARE OPA, TYP. I— �/ -ALL EXTERIOR FRAMED WALLS AT THIS LEVEL ARE 1PW 0 L.L 0 A .d 0 < CV o A a i1 CO 0- C° < X- 1! I $IM ' dCO A, - dA a stror3g L I i A d O 12cr tA AC I �I L d - J " ° ° ° ° L- 1 z> eil $ A 40 26 - � z CO 4_,_------ "di. I td 1 0 d 6'-6" A d� 1 WOO _ Q O Z O 'n+ ' 14'-0" ,_ I 13'-0" a 9'-0" a .-- I 22'-0" Y J o B cwi o Y'/ 2 2 A K K O 0- ■- 11 ,E 58'-0"I A A A Y Z I a 0 zwOOw x SIMPSON AC6k�Z~ n wO 0 N�ULm QO I I w pa=Za © zENU-'N 4 GAR* Z =�roo 0 POST CAP A8 A8 L+ 4..Of 4 r2P)E�o NO ¢ R'�' R,yr . �r wua=LL c, U Et ❑02UZO Face Mount NCZ=� 30 LB FELT OR SUITABLE BARRIER ') _o,a o Et zw a¢ TO BE USED BETWEEN HANGER AND Joist hanger �y-ACQ-D&CA-B TREATED SILL Floor Joist Blocking per IRC 502.7ADAL(Seismic Design Categories D1 & D2) UIftil TYVEK HOUSE WRAP # G �/A 1 LLSILL SEALBCI JoistOz�� oo Blocking 'J. / =�!F�hd 7/16 OSB SHEATHING O a z o Z /,,�/ °a� ADDED 2 X BLOCKING FOR DEPTH ( )I1 FLASHING t 1� � O Z o 64-4 C PEI ,-----ZITOIMN DECK PLANKING 1� • '�-�'�' �-' =¢�o �/ 01 X21,e0r1). SIMPSON ZMAX LUS210 �TE.µ' y ��� �m����m®��m _,Ay l �� 2 X 10 PT.JOIST 16"O.C. r �' 7 r� OWNER APPROVAL III tI / / �A%%/�/� - R DTT2Z` \' \� / I •' \ s =1 FASTEN 2X PT LEDGER WITH PLAN AREAS SOLID 2X BLOCKING AT (3)ROWS OF 1/4"X 4 1/2"SDS INITIAL: Simpson Strong-Tie Intermediate Nail Boise Rimboard LATERAL LOAD CONNECTION SCREWS @ 16"O.C. ITS11.88 ® C-= Bearing Versa-Lam or Boise GLULAM Beam: to BCI®'oistwith 8d 2X10TREATEDDECKLEDGER PAGE#: FAS EN WITH AND 10dx1j C-= MAIN FLOOR 1 906 SQ.FT. (WALL OR BEAM) Nailing per local _ _ vz"NAILS WHEN � Beam width shall exceed nail into each flange. WEB STIFFENERS code provisions ARE NOT USED 2x specified hanger nail length TOTAL LIVING AREA: 1 ,906 SQ.FT. A4 A TOP PLATE HANGER CONTINUOUS BLOCKING JOIST TO BEAM CD) RIMBOARD DECK/HOUSE CONNECTION GARAGE ENTRY 497 SQ.FT. I 96 SQ.FT. PAGE: 9 NOT TO SCALE NOT TO SCALE / NOT TO SCALE NOT TO SCALE SCALE: 3/4" = 1' of 1 OPEN DECK 218 SQ.FT. TYPICAL HEADER FRAMING WINDOW FLASHING INSTALLATION DESIGNED BY: HEADER LESS THAN 5' STEP # 1 3 4 FLOOR PLAN NOTES A8 58'-On A8 - SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN J. STERLING (J EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: 16'-0" > 1$'-O" > 24'-O" - 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, N IL . L. • , REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE N `n BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. STERLING A A A A AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. ' • 13 Q 2 SHELF AND HANGING ROD. co HEADER LESS THAN 5' 1/4" = 1' U.N.O. o ��� W 13 13 rE (1)KING STUD FROM _ BUILT IN SHELVES. DATE d LU TOP PLATE TOZ BOTTOM PLATE 3,6„ 0'-3" 6,6„ 0'-3" DECK ► . 2'-0" ► _ ► �2'_p", < 3,6„ 06/16/2020 q 215 SQ FT a • TRIMMER • N Wo4 2060 CASE W05 6660 FIX CASE W06 2060 CASE 4 CABINET-OWNER/CONTRACTOR TO VERIFY. o� STEP A-4); ,, 0 3'-0" 5-0" 3'-0" ► 08/26/2020 0'-3' 0'-3" �-2-3 ► -. ► ► < ► -• 2-3 20H ."2, 5.5"x 11 7/8"GLB ® 20H o = EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 �lG ��INSTALL TYVEK APRON BELOW N WO1 3050 SH W02 5050 PIC W03 3050 SH °' q 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" ifWINDOW SILL Y 6"►< 10'-0" ► -. 4'-3" ► -• 4'-0" ► < 4'-3" - Zo HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. 09/15/2020 _ 40/ 116 W07 10068 PATIO DOOR W08 4030 SL A A \\— STEP B 21H d 21H �� 20H 0 A A INSTALL VYCOR ACROSS WINDOW SILL o e 6 TEMPERED GLASS 04/05/2021 oA I 5.5"x117/8"GLB 21H 6 II J ® oo ^ STEP C- II 1 4 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS r< ►1 INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES HEADER MORE THAN 5' I II 1'-0" + 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, al .., A II I / END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE MASTER STRAPPED WITHIN UPPER 1/3AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 3. BEDROOM LIVING II I DINING - EARTHQUAKE.MIN.EFFICIENCY OF 91% Z 1 °° -� 20H _ 189 SQ FT 270 SQ FT III 165 SQ FT Alk C3 IL . L. / STEP # 2 9'CEILING II I 9'CEILING F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. X 5 A 00 9'CEILING II I I A7 EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL la) W N . ›.-----''.----1--.-' II I r 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, O Er? BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF 1 Minimum I II I I FURNACE. cr HEADER MORE THAN 5' • �` II I I 1 I is r) II I I I I L— PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF N CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL 1 u 1 4 I SMOKE SET Illr COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF(2)KING STUDS II I I THEDUCTSHALLBEREDUCED2.5 FEET FOREACH45-DEGREEBEND AND5FEETFORFROM TOP PLATE TOBOTTOM PLATE 18'-4 1/2" > II I NCITCHEN I EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF ^NNII �152 SQ FT I °� SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. • TRIMMER II I I 9'CEILING IMECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BEWALK IN CLOSET h- 4'-3 1/2" ' II I I I I PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 III39SQFTN D12 2868LUIC.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW DI! j� �I o N- OROPENINGINTOTHEBUILDING. MINIMUMDUCTSIZEIS4INCHES. DRYER,KITCHEN,9 . IsN _ �TTIC ACCES� O - r _ 1O �'► , p AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK 1'_g" 105 N 2'-0" o l i , r J L _ PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE N - 2 I 12 I I z.„ f1'-6">� 15'-8" r>� '- 1'-0" I I I CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX511 D10 2868 o CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH 2 :114,-.: N ENTRY I Izo- DOMESTIC DRYER EXHAUST. 4'-10" - 4'-10" >< 13'-7 1/2" I 4'-2" 5'-8" - 8'-8 1/2" I > 150 SQ FT 11 A ooIo ri / - 9'CEILING L- WHOLEHOUSEFANSSHALLHAVEAMANUALCONTROLAND AUTOMATIC CONTROL,SUCH CID 0 .1111ASACLOCKTIMERWITHAZONERATINGOF15ORLESSWINDOW W/ 6 POST • 4 o N A D026068 i _ _ i CLOSET ii ((I 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. �L © 18SQFT - 66 1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. STEP A- INSTALL WINDOW&4"VYCOR TAPE r =f TEMPTEMP - - ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR �, A oMASTER BATH - 9' 1" "' 20H 20HSEALED TIGHT. . L. Ou� o c� 69 SQ FT g•CEILING -- O ° 3268 ° D15 2868— D13 2668--' (V N20H 1 ji - -I 1 _ GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. SMOKE DET W10 050 SH®° a 092050 SH s'10 vr' 1'-9"> - PANTRY 1 3 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS o o i 2.-21/2^`I' °O > > _ THROUGH PER I.R.C.SECTION 312.2. STEP # 3 A �`2'-0 1/2". < 3�_,�� > < 2,_2,� 2�_2�� a�_a�� r 2'_2"° > < 2'-0" . 3'-2 < 2,_0,� 2,_2,�a _ / a'_a° 5'-8" - 16 SQ FT 9'-0 3 ' I_- N r - D09 2668 D08 2668 M , ° ° a 0'-3" 0'3" ° U A BATH a° ° ° ° ° i co PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR CV n iv 3' " p e iN ° ° A° ° ° I I TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO CV i = °CFMM„ LINEN N ° °a ° 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE V) o ,� 10 =2668_ r li I ° rt, - .12'-0"°° ° ° ° POWDER 2 MUD ROOMco LAUNDRY SURROUND&HEARTH MATERIAL. q co 120H I P ° a ° H° PORCH ° ° , 31 SQ FT N 43 SQ FT ¢ co 47 SQ FT N Q 0 (1) - 5'10" v b 9'CEILING - 9'CEILING GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR TRIMMER LO N TOILET 1-91/2 97 SQ°�T ° °° "" E E 1 1 D„, 10 _ 1 5 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. L (2)KINGSTUDS A �� \ 1 oIo ° ° �Ar* �� O (n FROM TOP PLATE TO 010 22 SQ FT N J 1 0 ���� z W M BOTTOM PLATE 1 0 ° O li°o ° t r L"] 4 `� r /� o W19 2020 PIC. W20 2020 PIC. C7 l / \ r °� I I O a ° ° WINDOWS IN FALSE DORMER ABOVE a n I� 1 0 SHOWER �, HALL 1 ° ° ° ° ° ° ° a g 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. w O SMOKE DET STEP A- 37 SQ FT 51 SQ FT N ° "al@ @ O rn - "E—INSTALL TYVEK HOUSE WRAP 9'CEILING o6 X 12 D.F.#2 TOP @ 109 1/8" F 3'-0 ° 1 6 I L1CID c�1 ° 4'51/z"r 2 ° oD16 3068_ IA - - 20H [, II �- I GENERAL NOTES m 't \I' • STEP B - 9'-6 1/2" >r< 12'-5 1/2" - r- - INSTALL TYVEK TAPE N VACUUM WH 8 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. BEDROOM # 1 "� BEDROOM # 2 N N !i 129 SQ FT 0 1 0 108 SQ FT I ATTIC ACCESS I 7 ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. WINDOW W/ 3 POST 9'CEILING sMOKEDeT 9'CEILING r I _ ° L 12 J VERIFY HEADER HEIGHTS WITH SUPER. W czz.c.,,,,,,,,,,...„... 11'-2" . 2'-4 1/2"> 2'-7 1/2" 10'-10" 4'-0" ..2'-6" ai N H o ,o ° ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED LO 20H M 2 0 g 4 ° a ° © OTHERWISE. 7 IL . L. 2up L !LI A7 U M A7 ALL INTERIOR WALLS ARE 2 x 4 16"O.C. STUDS, UNLESS NOTED L.L r �' 5 r o 2 N� 5 20H 20H o OTHERWISE. z W CONCEAL FLANGE A A ao W LL - I D 1 Q a HANGER EA.SIDE 0I o 0 W12 3050 SH W11 3050 SH - O PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 0 u 0 D - 3'-4 1/2' 3'-0" -I I-• 3'-0" -I< 3'-41/2" ° 9'-0" > DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z 0'-3° a LOCATIONS. O UNLESS OTHERWISE NOTED: --2'-51/2";--- 10'-6 1/2" 11'_3" 0'-9"0 0 - o W Z 2 KING STUDS GARAGE N N FROM BOTTOMPLATOP PLATE OE • — WINDOW AND DOOR HEADERS BOT. @ 80" 20H 20H ; < , .> I X - N 462 SQ FT FRAMING NOTES w — VERIFY HEADERS WITH SUPERVISOR r r _ - — —N ►� r 9'CEILING N T W14 3050 SH W13 3050 SH J 6 X 12 D.F.#2 TOP @ 103 3/4" - 0 15 REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. I— Et (� V� - 3'-10 1/2" > < 3'-0" 'I 3< > < 3' 10 1/2" > 13'-0" > N �� UPPER LEVEL WALS AND ROOF FRAMING 3'-0" 24X24x26CULTUREDSTONE - - - 7 COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OFIL T w IL — ROOF DIAPHRAGM 11 RD, TYP. BUILT-OUT PILLAR W/ W 6 X 6 CENTER&TAPERING FOUNDATION/SLAB/JOISTS BLOCKOUTS. BUILDUP TO BEAM N — TRUSSES, AND LAYOUT ARE OPA, TYP. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0 M - ROOF OVERHANG IS 9 OF, TYP. - - - SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Et W NOTE:VERIFY ALL HEADER ALL EXTERIOR WALLS AT THIS LEVEL ARE 1 PW EXCEPT AS NOTED o q ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0_ - HEIGHTS WITH SUPERVISOR o s- - - PRIOR TO THE FABRICATION AND INSTALLATION. CO NOTE: CONSTRUCTION AND APPLIANCES , TO COMPLY WITH ENERGY CREDITS TAKEN - ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED Q x— ENERGY CREDIT 1a BY MANUFACTURER EFFICIENT BUILDING ENVELOPE -WINDOWS: U=0.28 FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE -FLOOR:=R-38 INSULATION 11'-5 1/2" 2'-6 1/2"-> - 22H AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE SLAB ON GRADE R 10 ENTIRE SLAB 'T` GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" C C r D1718080 C C C ENERGY CREDIT 2a PLAN AREAS A a ° G OSB OR EQUAL. _, F a E 2 0" 18'-0" 2' „ Z LL Z ce AIR LEAKAGE CONTROL&EFFICIENT VENTILATION ° o 0 o U PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR q ° ° ° ° - Z°a a WHOLE HOUSE FAN PER SECTION M1507.3 MAIN FLOOR 1 ,906 SQ.FT. I v a ° ° LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z O�Z1 oSOO 17HD 17HD FLOOR HOEDOWN LOCATIONS. �ZgU� ENERGY CREDIT 3a TOTAL LIVING AREA: - ° ° ° 6 6 Q Zw�O HIGH EFFICIENCY HVAC EQUIPMENT 1 ,906 SQ.FT. ° > PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING J � aw0 GAS FIRED, PROPANE,OR OIL FIRED BOILER LOCATIONS WHERE THERE ISA LOAD BEARING WALL ABOVE.- ^^ o5oQ 14'-0" — 13'-O" 9'-O" ►- I 22'-0" — 11 'w a o WITH MINIMUM AFUE OR 94%. 'T` z���- GARAGE 497 SQ.FT. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. °wI 58'-0" - �w��� O I> WZ ENERGY CREDIT 5c 3 4 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE 5 Z w o EFFICIENT WATER HEATING ENTRY 96 SQ.FT. ZI �IC CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM 0Z=- 0 -GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. A8 A8 L~�;° OPEN DECK 218 SQ.FT. CONNECTIONS. w�aZZ 0 g c.g.o 3 4 UNFINISHEDCRAWLSPACE BELOW art0HZ OZUO w O.F A8 A8 I.L uOZD� �_ 02. ��+! �j Z (Zo 6X6 P.T. POST L]A� Nooa p� � t, Z w a 12'-5 1/2" 12'-0" t ` 4, 4)0 Z cJ U Z= N as r - - - - i I-6X6 P.T. POST - - —1 ('. h _ Z 0 0 2 0 �D� I �4r zw�oo 4 < aMmNo 6X6 P.T. POST L — J 6x12 PT DF#2 DROPPED DECK BEAM L-`I 6x12 PT DF#2 DROPPED DECK BEAM L — J "r , o00= FZU� gQEO MO DOOR SCHEDULE _ P WINDOW SCHEDULE ? ZQZ� # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION _ NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION ;=., i$- � _ �o D01 1 1 3268 38" 80" EXT. HINGED W01 1 1 3050 36" 60" SH 58'-0" it) > P 1,7 E D02 1 1 6068 72" 80 DBL. HINGE _ W02 1 1 5050 60" 60" PIC ADNIAL 16'-0" >< 18'-0" D03 1 1 2668 30" 80" HINGE _ W03 1 1 3050 36" 60" SH 9 D04 1 1 2868 32" 80" HINGE _ W04 1 1 2060 24" 72" CASE b) [WIRES WA' OWNER APPROVAL DO5 1 1 2868 32" 80" HINGE WO5 1 1 6660 78" 72" FIX CASE 6'-0" 6'-0" ►< 6'-0" D06 1 1 6068 72" 80" BI-PASS W06 1 1 2060 24" 72" CASE 1- — — — -- — '- -W22 6068 PATIO DOOR- 1 i +4�, INITIAL: D07 1 1 2868 32" 80" HINGE W07 1 1 10068 120" 80" YES PATIO DOOR I I I � i 1 t$ � D08 1 1 2668 30" 80" HINGE W08 1 1 4030 48" 36" SL 3_g" --- 8'-6" -I< 3'_9" c ► l� F -z�'�ii- PAGE #: D09 1 1 2668 30" 80" HINGE W09 1 1 2050 24" 60" YES SH .W21 8650 DBL SL `�� 24H I q D10 1 1 2868 32" 80" HINGE W10 1 1 2050 24" 60" YES SH iiiu u i I I I "' 3'-0" 8'-6" >- 8'-6" >� 4'-0" TEA.5 bi-[LA , D11 1 1 2668 30" 80" HINGE W11 1 1 3050 36" 60" SH I L W23 8650 DBL SL — — — D12 1 1 2868 32" 80" HINGE _ W12 1 1 3050 36" 60" YES SH r— - -- — J I I IA A D13 1 1 2668 30" 80" POCKET W13 1 1 3050 36" 60" SH 23H 1 I I - I _ A5 _ _ D14 _ 1 1 2868 32" 80" HINGE W14 1 1 3050 36" 60" SH I 23H — — — — I I D15 1 1 2868 32" 80" HINGE W15 1 1 4050 48" 60" YES SH D16 1 1 3068 36" 80" GARAGE MAN DOOR W16 1 1 2030 24" 36" SH I I N I I .1 A PAGE: D17 1 1 18080 216" 96" GARAGE DOOR W17 1 1 2030 24" 36" SH II I I I 2 D18 1 0 3068 36" 80" EXT. HINGED W18 1 1 4050 48" 60" YES SH N 11 w LL I I I 20H M N BEDROOM LIVING KITCHEN HALL D19 1 1 2868 32" 80" POCKET W19 1 2 2020 24" 24" PIC / D20 1 0 3068 36" 80" HINGED DOOR P01 W20 1 2 2020 24" 24" PIC 168 SQ FT v ¢ 0 0 279 SQ FT i i 139 SQ FT i i 57 SQ FT J/ I o M 10 of 18 D21 1 0 3068 36" 80" HINGED-DOOR P01 W21 1 0 8650 102" 60" DBL SL �' U- rAlk D22 1 0 3068 36" 80" HINGED-DOOR P01 W22 1 0 6068 72" 80" YES PATIO DOOR I A D23 1 0 5068 60" 80" SLIDER-DOOR P01 W23 1 0 8650 102" 60" DBL SL ? NOTE: PROPOSED FUTURE LAYOUT OF WALLS, r7 I I` —1 t 3080 E A7 GENERAL NOTES DESIGNED BY: UNLESS OTHERWISE NOTED: 4 J. STERLING - MANUFACTURED TRUSSES 24" O.C. _ Cl.°-1/4>3 58'-0" A ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: - 11 RD ROOF DIAPHRAGM TYP. - COMPOSITION ROOFING 15'-0° 18'-0° — 24'-0° N ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. o J. STERLING N - 5/4X8 FASCIA - Lri - 1 X 4 FASCIA BUILDUP AT GABLES VERIFY HEADER HEIGHTS WITH SUPER. Q - TRUSSES TO USE H2.5A SIMPSON TIES ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTEDco - TRUSSES TO USE HGA10 AT BEAM OTHERWISE. 1/4" = 1' U.N.O. - EAVE DETAIL 1/A6 2 ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED DATE o - RAKE DETAIL 2/A6 A6_, 5/4"X 8" PRIMED FACIA W/BUILD UP I OTHERWISE. F- 06/16/2020 E 9 OF O v rFramiog- Roof 1 I 1 18" OVERHANG 1\ PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER a ,� Ridge: Use min - 2x6 supported with vertical kickers at 6-fl max spacing One end of ridge may be Ai 5/4 X 8 FASCIA 1 _ _ - _ 5/4 X 8 FASCIA EA6 A DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR supported on valley boards_ 18" OVERHANG DROP END GABLE TRUSS 1-7 I I I LOCATIONS. 08/26/2020 \ ,, ,, GIRDER TRUSS I / 30 OVERHANG �� M 1 2 2 Ridge Support Kickers: max spacing= 6 $_ If bearingon roof sheathingbetween trusses or rafters, —► — >,- FRAMING NOTES 09/ 5/ 0 0 g pF p � I ! Al� A � '"° � � _� x bear on min_, 2x4 block connected to at least two trusses or rafters_ Use the following size depending on &PLATE @ 109 1/8" ® _ •8:12 = _ II = 8:12 5 I� kicker length: • PLATE @ 109 1/s'' I REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 04/05/2021 - = r 1 Q /z IM COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF 00#/iP Length0 to 6 ft_: use 2x4 �A6 NI II m . > 1CIAD . FOUNDATION/SLAB/JOISTS BLOCKOUTS. - Length= 6.1 to 12 $, use 2- 2x4 or 4x4_ l i / III A6 FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR ts x Rafters: Max spacing= 2 $_ Connect to ridge with i face nails, or A34 clip: or hanger_ Connect to tulle ' s'-o" ' \ _ E: —E / SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT board with A34 clip Use the following size depending on true length rafter span: _0 ' — \ //� �� I ak ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL X A7 Z 'Jll 2X6 OVER FRAME I / A7 PRIOR TO THE FABRICATION AND INSTALLATION. w - Span= 0 to 7 $_: use 2x4_ I \ + V / I / 0 .7 - an 7 1 to 10 ft: use 2x6 -W \ `• '' I / ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED p = -• Q ->0 \ /i I / BY MANUFACTURER o - Span 10.1 to 13 use 2x8_ ma — p U k, \\ // FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE * Valley: Use min_, 2x8 flat_ Connect to each truss or rafter with min_: 3- 16d_ co AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE * Roof Sheathing: Use _ co \\ w // GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" X by I N OSB OR EQUAL. 11 RD Roof Diaphragm Ls, \\ // PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST * Shear Capacit"-: good for Eh = 230 plf- seismic: Eh= 322 plf- wind_ 'Max aspect ratio= 3:1_ -I ` _ / = 0 -_ LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO * Framing: Trusses or rafters: 2xat 24- OC, max- �T ICACCES� , - \\ I // = FLOOR HOEDOWN LOCATIONS. x FramingConnection at Support: 8:12 8:12 o PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING pp — �- - / RIDGE VENT \ II > - ao LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. - There connected to shear'~Fall, connect per shear wall callout - top of 'all_ N = u, \ `" I� I \ ALL CONNECTIONS TO BE SIMPSON OR EQUAL. - Where trusses or rafters connect to beam, use H2_5: or A34 with screws, or similar, typ_ D - _ I ,�� _ ~ I ! I� \ INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE l''''21LIL:Lii - At ledger: connect per ledger callout_ w _ oo `-- m , \ w * Sheathing: r'/16 min_, OSB or CDX food_ 2X6 OVER FRAME �_ N / m N CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM ap oI ` I, K CONNECTIONS. 2X6 OVER FRAME c� Sheathing Layout: Case 1 per MC 2306.2_(1 _ I A i '2i`�= __�._� 2T 6" iA ,. ►. _ ag _�a'e sr e.� I 22'6" a Nailing: Use 8d at 6" edges, 12"Meld_ o 1�r i' ' . I� �I- I .' �`I�,I ell.� - i_l. (7.) �'. �_ I=.= �:+ —_ 2X6 OVER FRAME Q loc�kin : mot re aired eac t at s orts and at connections to shear �a11s beloti �_ ��_ I I .� 0�� �0�� �� a1 12 I u I:— I . < Iritairl - , IrOIPI . ML' / - '1" 1 4 -'Lj- - AY X 77 M Mullion u _ �, w _0 Ar co � I l/a �� /��I��s h 0 o L 7:4:8C2()°(-9E Mullion: L se min_, 2: 2x6: continuous bottom plate to top plate_ O -IP ' a/ 7,r p I �' o /rn - - DLIC5C. Header Connection: Headers may be s orted with 2x trimmer or han on this mullion with H��C_ _ _ _ lie �e ��e a . / / Op g _i ]OrAI l• N nit. : _ - 2 rn HL'CC or similar_ w8:12 8:1 - � ��I 0's°, ,� $'o, ��� �I 3,6„ 8:12 - - 8:12 ��� HFdeatiers O 4, `� / W OOM 0 le �\ l °° a 16 X 12 D.F.#2 109 1/8" ° M I� PLATE 109 1/8" ❑ m toDefault header material is Doug Fir No.2 or better PLATE @ 109 1/8" 4. I a Ia @ �_ ,A , @ Q CV2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration �_ �W �� ` �I 'I�` _ — I� , A LA I �®/ O z O Default Trimmer.use 1-2x stud or Simpson LUC hanger_each end. GIRDER TRUSS I m Q co p g 7z / BEARING WALL Default King Stud,opening 6-feet wide and less use 1.full height stud each end(plate to plate.) 1'-4 3/ " 4'-6„ - w Default King Stud.opening wider than L feet use 2-full height studs each end(plate to plate.) . > i 1'-6 w Trimmer,each end King Stud,each O \, Q s_ 0 ATTIC ACCESS < Callout 3iin,use Alt 1 min.use Alt 2 min.,use (if blank use default end(d blank use co Z \� above) default above.-} 0II. Q U' LLJ 20H 2x6-"L"config 4x6 cn Z - Q -= Z - Q /� 21H 2x10."L"config 2-2x8 4x8 Use HUC to 77M at girder truss above iv I. i C8:12 III III 8.12 1 (n 22H 5.5x9 glulam 3 © W . W A6 u_ O Lu © Z LIJ xc° _ _ p 23H 6x12 5.5x7-5 glulam 3.5x9 glulam 2 A7 iv I I I I I 0 O • A7 Li_ W 24H 4x10 2-2x10 flx8 0 I DROP END GABLE TRUSS bo W CO: Z Beams u — t[) > ❑ (� — 0 1— — - - - IL,: o w o Default sawn material is Doug Fir No 2 or better. 1 Q I \ t E D 7� 0 Default glulam.LVL.PSL materials-see Standard Structural Specs herein-Default LSL is 1.5E.2-300 psi.min Pb. A6 _� M L LLJ 7 Default wall connection 3"bearing in pocket or on plate with min.,2 studs below- - G �2�• v o (, (N z CV Default end post connection:LCE.ACE.EPCZ. ECCQ.or similar. Z I N N U- W M J W Q CV DROP END GABLE TRUSS 3 \ �A6 (/) N f , Default corner post connection with mitered beams over:LCE4.LCE4Z,or RTC44. - — U Default mid-post connection:LPCZ,PCZ.CCQ,or similar. fff X\ 1 i Default beam to beam connection:HU.HUC,HUCQ or similar. 18" OVERHANG \ 6 X 12 IID.F.#2 @I 103 3/4"I f , U7 V Connector(;#blank I I Callout Min.,use Alt 1 min.,use Alt 2 min.,use motes 2 5/4 X 8 FASCIA 3 LLI 0Z use default,above) A6 A6 I I < N 40B 5.5x15 PT glulam I � —A Joists am!_Rafters I(..TI..,1 Default rafter or deck joist to beam connection is con't or skip blocking and H2.5,or H1.or A34 with screws. I (8:12 II I III 8:12) CO Default sawn material is Doug Fir No 2 or better. = I Default sawn face mount hanger is U.LU.or LUS.Use sloped!skewed where appropriate- 1 /I I / 1 ) < ‘— Default deck joist hanger is U or LU(not LUS)with galv screws(no nails.) A6 �A I 6 Default sawn top flange hanger is JBA,LB.BA.or B(welded app,use LB,BA.or B) Any national I-joist brand,equal or stronger may be substituted In DROP END GABLE TRUSS Default I-joist face mount hanger is IUS or MIU Default I-joist top flange hanger is ITS..HIT.or MIT - I - 1 1 18" OVERHANG Z ZLLZ� Connector(if blank I I III I I I - o 0 0 O Callout Min.,use Alt 1 win.,use Alt 2 nun.,use emotes / o°a use default,above) I 2 I 5/4"X 8" PRIMED FACIA W/BUILD UP G' o w (all joists and rafters are OPA) A6 J a a 8 a Posts ZZ6U K §Hp02 1�amo Default material is Doug Fir No 2 or better. o ci Y m Default bottom connection on plate:2.FC or 2,A34 with screws-or 4. 16d face nails. " ,� " ,� " I " r n w g.w 14-0 13-0 9-0 22-0 v o IWa. Default bottom connection on beam:2.FC or 2.A34 with screws,or PCZ- " G A W N 58-0 CLR�j o=>WZ Default bottom connection on concrete:PB.or AB.or ABU,or ABW.or CBSQ 3 L Y `{Ti Z =~a`10 UPPER LEVEL WALS AND ROOF FRAMING + of wAsl►i , a V o�H., Alternate bottom connection on concrete: 5 rebar or 5.+8"all-thread,epoxy 6"min.into post butt,and 6'min..embed in q8 h. w F W -15 conc.Colic embed may be wet set or epoxy- W i a Z o - ROOF DIAPHRAGM 11 RD, TYP. �r '� ' ' 'Ew=LL Connector(if blank - TRUSSES, AND LAYOUT ARE OPA, TYP. ' Z gago° Callout Min.,use Alt 1 win.,use Alt 2 min.,use :Notes "r Q a 15 o H use default,above) - ROOF OVERHANG IS 9 OF, TYP. a°;mF,Zw",�� 70P 2-2x4 4x4 -ALL EXTERIOR WALLS AT THIS LEVEL ARE 1 PW EXCEPT AS NOTED43‘ oQoo '� L.L ZzdZz 71P 3-2x4 2-2x6 4x6 No°a 72P 3-2x6 6x6 4-2x4 1 ►1L w o w w COMPOSITION ROOFING X Q1000 MANUF.TRUSS 8 2 ► # � �� !a°~Z �3'g++ —_ r COMPOSITION ROOFING 7/16"SHEATHING  1O _ AIR BAFFLE W/1"GAP amp�o 7/16"SHEATHING / 6861 1 AIR BAFFLE W/1"GAP PITCH PER PLAN 1 AIR BAFFLE W/1"GAP COMPOSITION ROOFING MAN&.TRUSS t 6 1s '5,E,4 0 ,_a0I- MANUF.TRUSS r / +�L _ 7/16"SHEATHING r ' 1: 2°z„ aZ„ m� 4 X 2 ► OUTLOOKER R 49 INSULATION R-49 INSULATION // 9 go • �i�� BLOCKING BETWEEN -1TEM 6. '( L H GA10 — 5/4 X 8 PRIMED FASCIA p13�16 j ^`� / � �� W/1X4 BUILDUP VENTED TRUSSES(VENTED) I VENTED BLOCK �/� BLOCK OWNER APPROVAL 12// \ � , ALUM. DRIP EDGE ��\PL��„A �m - i (P�71.1.,:ilwi PLAN AREAS ] � rN GUTTE 2X 6 I ALUM. DRIP EDGE ti�A 5/8"SHEETROCK INITIAL: RW SIMPSON HGA10 TYP.OVERHANG FA I( GUTTE L PAGE #: 111) { 1 w...i \ \\\\I 0 B 5/4 X 8 PRIMED FASCIA IH 1'-6" 6 X 12 D.F.#2 UNLESS OTHERWISE NOTED R 1/2"SHEETROCK MAIN FLOOR 1 ,906 SQ.FT. ,_ g 5/4 X 8 PRIMED FASCIA II 06 ID HT. PER PLAN DROP TOP GABLE END TRUSSIII 5/8"SHEETROCK 2 X 6 WALL ,,, _ II G TYP.OVERHANG 1/2"SHEETROCK UNLESS OTHERWISE NOTED 2 X 6 WALL R-21 INSULATION TOTAL LIVING AREA: 'I ,906 SQ.FT. A6 R 21 INSULATION / -6 TYP.OVERHANG • H2.5A UNLESS OTHERWISE NOTED i I GARAGE 497 SQ.FT. PAGE: OHURRICANE TIE @ EXPOSED BEAM O HURRICANE TIE @ TRUSSES TRUSS TAIL @ BEAM DETAIL ROOF EAVE DETAIL @ DROP GABLE TRUSS TYPICAL EAVE DETAIL ENTRY 96 SQ.FT. 3 SCALE: 1/2=1' \ 2 SCALE: 1/2=1' 1 SCALE: 1/2= 1' 11 of 18 \ OPEN DECK 218 SQ.FT. DESIGNED BY MAX BUILDING HT.=35' ASSEMBLIES AND FINISHES J. STERLING DRAFTED BY: 111 .40' OVERALL COMPOSITE ROOFING, VENTED RIDGE, ROOF BUILDING HT. 1 SHEATHING PER STRUCTURAL, MFR. TRUSSES 24" J. STERLING o Ls O.C., R-49 INSULATION, 5/8" GWB CEILING Q a CONTINUOUS ALUMINUM GUTTER, 2X8 FASCIA, 1 2 VENTED SOFFIT 1/4" = 1' U.N.O. o DATE o II;\� CEDAR SHINGLES @ 6" EXPOSURE, 5/4"X4" PRIMED H \` 3 CORNER TRIM, 2X10 BAND AT GABLE 06/16/2020 a '' 8 12 ° El d a I �� ' FIBER CEMENT HORIZONTAL LAP SIDING @ 7" �� 08/26/2020 F �I� 1 I' 4 EXPOSURE, 5/4"X4" PRIMED CORNER TRIM ,,, iI� 09/15/2020 MAIN FL. ��`� 1 _ e t t t t LI t t t t t t t t► .ilri h i l t f i f t h 11�, ,f t 111 i t Elkkh. t t Ittititi171i1itititititititi171i1itititititititi171i1itititititititi�Tmmonn TNEI 1 nalli .. 1 t t 1 t FALSE DORMER- OBSCURE WINDOWSPLATE HT. 17 = il_ '� '� '' 0 : S.� :� :� :� :� :� :� B� ryry :� :� :� :� :� a a a a :, 04/05/2021 5 M 2 �I, `A 2 V — N f I GABLE VENTS- VERIFY CD ^ TYP.WINDOW HEADERS l I 11 I I I 6 NOTE:VERIFY ALL HEADER MASTER BEDROOM LIVING 1 8 DINING KITCHEN Z li HEIGHTS WITH SUPERVISOR r' - - 01 3050SH I V�TGY�.YIfl.Y�l9[0 I , `I W084030SL - ` 10 24 X 24 x 26 CULTURED STONE BUILT-OUT PILLAR I j a< hill W042060CAS 056660FIXCASE 7 W/ 6 X 6 CENTER &TAPERING BUILDUP TO BEAM, (D 0 E I � `° ICI �� WRAP BEAM W/ FIBER CEMENT MATERIAL e,, 1 MI i__ ,11 ,_. --__ NON STRUCTURAL, BUILT OUT COLUMNmCD _al 11116__All _ E.— 8 irmq— 92.00' MAIN FLOOR �� 1 i p ,- lmqmil - 11151L' al Exi---T, 12 5/8"FLOOR SYSTEM !,� ��� �� JJ JJ J �� J iskimil ®4� PLATE HT. KNEE BRACES, CEDAR TRELLIS WHERE INDICATED o Z ,7_,--. 9 C TYP.WINDOW HEADERS — -- — I COo 1 88.00' AVG. ORG. + — Z SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 N GRADE ¶ p„ UNFINISHED CRAWLSPACE 14 1 0 INSULATION AT EXTERIOR WALLS OF CONDITIONED 218650DBLS A 238650DBLS SPACE, 1/2" GWB INTERIOR FINISH E U _ "H FLOOR FRAMING AND DIAPHRAGM PER 11 STRUCTURAL (ID N J L_ I 1' DECK POSTS, FRAMING AND FINISH PER 82.54' CRAWLSPACE = I 111111111111111111 12 STRUCTURAL AND ELEVATIONS E li II I FLOOR o EllEllEllEllE1l a l i 11I O _ illIII III 1 =111 IIII11I 36" GUARDRAIL ASSEMBLY AT DECK PERIMETER N U 2 N 1--. O� UNFINISHED CRAWLSPACE Q S 14 o IC) 0 1- z oco � w o � 15 E2 o zoo ° N J — O Q i 00 16 BUILDING SECTION 1 w MAX BUILDING HT.=35' vJ u_ LLJ r i 111 .40' OVERALL z BUILDING HT. I '—T-�- I-1 1= I T-L r-r- ITS- 1-1-1,-E' I T-1 -4 - Q O Ill M■.s NMI NMI s■r INN MIMIE I■..l.■MIIII■.Mn.■NM■ .■i�■r■..iM■MN■..=■�ri� .11.■MIUMME r■..r■r■ IIMMEIr■..r■M■. 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PLATE HT. 2 �d,./ J ■r■.i�r■./ 2 r M _ M V _ ` J []] - N 1 I A TYP.WINDOW HEADERS 1 NOTE:VERIFY ALL HEADER 1 HEIGHTS WITH SUPERVISOR 10 BEDROOM 1 CLOSFT r'i OSFT BEDROOM 2 ! . 4 GARAGE " �m W102050SH --_" a ac'1 o� _ '^ htz�v JoerUUFQwK 7 ,_-_-,--'L Ili ' _ z WPZO � - 0 QWUa a ZZ�UE ,HUp aHZZH I I — K�QmO - g e,U Y E. 92.00' MAIN FLOOR— r—. a a HIH 12 5/8"FLOOR SYSTEM 11 U111,PLATE HT. miltii. ITgTgTITIL = Lop �n� w- q III III III III III III III III ii III III III 11 in “s =a a II III IIIIII�111 Z°1~F, TYP.WINDOW HEADERS o w w w p w�azz p p a =1 = m a 88.00' AVG. ORG. ► ] ° I �I III III III I I II P.w o r� GRADE i 1111 '^ , 2~o w 0 1 III=IIIIII=III= v o ° o Co _ 11I11 11111111I 111I ao�m'a -III III III ..-- --^ ---- ---- ---- ---- ---- ---- ---- ------. 111 111 1111� o 0 Z _ 1 1111111 _ 11111 i II1II11I111111 11� — zW •aa 1 1 1 1 1-11 1 1 1-11 1 1 1-11 1 1 1-11 1 1 1-11 1 1 1 1 1 1-11 1 1 1 oa1illIllilllill 1 illIllilllill , . 1 1�1 1 1 1�1 1 1 1�1 1 1 1�1 1 1 1�1 1 1 1�1 1 1 1�1 1 1 1�1 1 1 1 1 1 1 1�1 1 1 1�1 1 1 1 1 1 I 1 1II111 Q wzDU1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 11 � � OW 11 1 I111 =1 I111 1 I11 1 I11 1 I11 1 I11 1 I11 1 I11 =mil 1 I11 1 I11 11 I11 111-11 .11 I 1 —i Q O O - ■Mii ■Mii ■Mii II== 11== 11== 11== 11== 11== 11== 11== 11 11== 11== 1== 1== i 11I111 11I11 11I11 11 _ LL amo =1 I I1 I I1 I I1 I I1 i o; i�i i i i i i t III III III III III III III III III III III III III III III III III III III III III III III III -ri i i=i i i di i i i i i=1 I I I I 11 I I I I 11 I I I I 11 I I I I 11 I I I 6861 CRAWLSPACE D aioz 82.54 =IIIIIIIIIIII1 1i11i11ir Q b1 11 111i11i111 1 11 111i 11111 - CO w FLOOR o 11111111 III III III II1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I `MI' PLAN AREAS OWNER APPROVAL MAIN FLOOR 1 ,906 SQ.FT. INITIAL: TOTAL LIVING AREA: 1 ,906SQ.FT. PAGE #: GARAGE 497 SQ.FT. /� 7 ENTRY 96 SQ.FT. /"'� PAGE: OPEN DECK 218 SQ.FT. BUILDING SECTION 2 12 of 18 DESIGNED BY ASSEMBLIES AND FINISHES J. STERLING DRAFTED BY: 111 .40' OVERALL 1 COMPOSITE ROOFING, VENTED RIDGE, ROOF N BUILDING HT. 12 1 SHEATHING PER STRUCTURAL, MFR. TRUSSES 24" J. STERLING N -'��• -'���- O.C., R-49 INSULATION, 5/8" GWB CEILING �' / \ ---,,, _8 ~�_`�_� CONTINUOUS ALUMINUM GUTTER, 2X8 FASCIA, ■""��7"�'�� 2 VENTED SOFFIT --' , ' .r' \;i�: ri'-r:a�—".��■�h■■■.__rA■■r■ . ■■somoso��■■r.�■��h�rl■r.r.�■■.■....�■■.■�r 2 1/4" — 1' U.N.O. l iso•r..._ __ _rurr. M■ soy■ ■■M.r■■M■■r.r.■�■.■.r■■�■.■.r■■■■ - }'' I L. 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Ar I; ■ _ r__ur ______ r.r.■ '�.Ir■M■r.r■■.I.r.r■■.1.11_ 5 04/05/2021 N 1' i�I r6oI, 10 GABLE VENTS- VERIFY g. 1 ,/) N� 4 6 T TYP.WINDOW HEADERS NOTE:VERIFY ALL HEADER 1 8 - 6 a HEIGHTS WITH SUPERVISOR . •1 M LIVING CLOSET BATH BEDROOM 2 ., 24 X 24 x 26 CULTURED STONE BUILT-OUT PILLAR I j - 7 W/ 6 X 6 CENTER &TAPERING BUILDUP TO BEAM, D ❑ WRAP BEAM W/ FIBER CEMENT MATERIAL 1 ;....., NON STRUCTURAL, BUILT OUT COLUMNmCD c, 11 a i , : TiC 8 MAIN FLOOR 1 L I�r 1 I 'I ' ' 2 't 92 001 , 12 5/8"FLOOR SYSTEM 12 t 111 '> 11111� ittttitttttittt11 "�� 1 r I umtl ii� a uuu U 11111 EEIL a PLATE HT. .. - �l III III IIIIII= KNEE BRACES, CEDAR TRELLIS WHERE INDICATED m III III III=III : 9 o 4, I I z 11-1IIIIIII IIIIIIIIIIII I111: - w CD TYP.WINDOW HEADERS _ IIIII�IIII III�IIIIIIII�IIII III�IIIII I o 88.00 H SIDING PER ELEVATION, 2X6 WALL FRAMING, R 21 N GRADE 11 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 1 0 INSULATION AT EXTERIOR WALLS OF CONDITIONED UNFINISHED CRAWLSPACE l 1=1 III III=1111=111111111=111111=11 111111111=1i11111=11 IIIIII:=1illl11 11 1i11111=11 IIIIII:=1illl11 1 g SPACE, 1/2" GWB INTERIOR FINISH C5C l l l l l l l l l l l l 1 1 l l l l 1 1 1 (11)7:3(C01 11 111 1111 11 1 1 1 1 1 1 1 11 1 11 1 1 1 1 1 11 1 11E 1=1 1=11E 1=1 1=11E 1=1 1=11E 1=1 1=11E 1- FLOOR FRAMI N G AND DIAPHRAGM PER 14 1 11 11 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=i _ = 1 1 STRUCTURAL W 111 111 111 111 111 111 111 111 111 111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 i 1 III1111111111111111111111111111111111111111111111111111111111111111111111111111 Lt m. DECK POSTS, FRAMING AND FINISH PER � i �■ ■■ 1 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111E 82.54 CRAWLSPACE _ ® I 111=111 111 111 111 111=111 111 111 111 11 111 11 111 111 111 111 111 111=111 111 111 111 111=111 11 12 STRUCTURAL AND ELEVATIONS v I 111 111 1 IIIIIIIII111111III111111 111 I 11 I 11 1 1 ° 11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111III1 O FLOOR o =1111 I1111 I111 111 I1111 I1111 I1111 I1111 I1111 I1111 I1111 _ IIIIII111IIIIII111IIIIIIIII111III 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 1111 U _ i = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 36GUARDRAIL ASSEMBLYAT DECK PERIMETER 1I I II I I 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1= 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1= , 1 N Op UNFINISHED CRAWLSPACE Qo En L J I I LL W C) CO 1- N 15 w <12 o � ❑ zoo ° w. 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V I W � o�°d - GRADE 88.00rIII � pfLOUZ O O 12 a��m'a 2,oz�� Fx-wrt i0 a0 0 ZZOQo v ZW�jaa _ C7UZ» to 12 al u'wzz00UU W I I I amm0000= CRAWLSPACE 82.54' H a»Z �a ro _. FLOOR o a o X ml wa�o W ~ %Z PLAN AREAS OWNER APPROVAL MAIN FLOOR 1 ,906 SQ.FT. INITIAL: TOTAL LIVING AREA: 1 ,906 .FT. PAGE #: GARAGE 497 SQ.FT. r\ 1 QENTRY 96SQ.FT. PAGE: OPEN DECK 218 SQ.FT. EAST ELEVATION 15 of 18 PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES J. STERLING DRAFTED BY: (71 PREFABRICATED WOOD PRODUCTS: PRE-FABRICATED FRAMING CONNECTORS: CONVENTIONAL WOOD FRAMING: FOOTINGS, FOUNDATIONS, SLABS ON GRADE: BASIS OF DESIGN -APPLICABLE CODES: J. STERLING N Prefabricated Trusses. Where shown on the plans, all prefabricated Manufacturer: Simpson brand is specified, however any other General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members per the Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends that a rode. The designs herein are prepared in accordance with the 2015 IBC. L. structural roofing members shall be designed by a certified nationally recognized brand may be used provided that they are Plans and applicable building code. Where Structural Plans do not specifically address a structural element, 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 .Q construct said elementper minimum buildingcode. geotechnical engineering are not a specialty of CCI. CCI depends on others for the provision of soils data, which includes the approving jurisdiction. Q professional engineer. The prefabricated structural roofing designer equivalent in their ability to carry all applied loads in all orientations. shall provide to the Contractor stamped design drawings with Installation: The Contractor shall install all prefabricated items in strict Framing Material.All sawn framing lumber, not including beams, posts, and columns, shall be Spruce Pine Fir, Hem but is not limited to: allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral pressures, calculations. The calculations included herein are only those required to 1/4" = 1' U.N.O. m appropriate notes showingmemberpsizes forces,g installation accordance with the manufacturer's recommendations and Fir, or Douglas Fir- Larch, Number 2 or better, unless otherwise shown.All sawn wood shall have moisture content 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 every 0 o 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 procedures, blocking, bracing, etc. requirements. The load carrying capacity of the prefabricated item less than 25/o. DATE d movement or failure of any kind. "BI" (By Inspection.) Lu Engineered Wood -General. These products must be provided, cannot be guaranteed if this provision is not adhered to. Nails and Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from horizontal diaphragm to 1- Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway specifications for imported ABBREVIATIONS: z stored, and installed in accordance with manufacturer's screws which will be exposed to weather shall be galvanized or horizontal diaphragm (horizontal diaphragms are roofs and floors that connect to exterior walls.) Use balloon 06/16/2020 framingat stairwells, openings in floor diaphragms, etc. Stud size, material, and maximum length between road base or sub base; or use sand or other clean granular materials no larger than pea gravel.All structural fill must be a recommendations. Failure to do this may void the warranty and stainless steel. If installation risks cracking of wood, contact engineerg compactedper the followingsection. A:Area diminish load carrying capacity. nationally-recognized brand that for alternate nailingand /or alternate connector. diaphragms is shown in shear wall table. p AC:Asphalt Concrete Y gAny Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical (vibratory or impact) BI:By Inspection 08/26/2020 meets the below specifications is acceptable. Simpson SDS Wood Screws. Where specified, installper Beams and Posts.All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 or better, except o BRNG:Bearing(wall usually) P P P p methods. In paved areas and under structures, use structural backfill compacted to 95/o relative compaction. In non- E:Elastic modulus or Electrical -beam Composite Web / Flange .foist Products. The contractor shall manufacturer's recommendations. In general these do not need pilot where exposed to weather and specified as PT (Pressure Treated) may be Hem Fir No. 2 or better. Glulams, PSLs, paved or non-footing areas use structural backfill or native backfill minus rocks, lumps, and organic matter, compacted to (E):Existing LVLs, etc. shall beper Prefabricated Wood Products section below. ° CCI:ConstructionCalc,Inc. install the I-Joist products complete with web stiffeners and other holes. However, if wood is old and or very dry pilot holes may be 92/o relative compaction. CIP:Cast in place concrete 09/15/2020 blocking / bracing as shown on the Plans and /or as recommended by required to avoid splitting. Use length as specified in Plans but never Nails: Nails called out herein are "common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, similar length nail gun Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, etc.) use structural fill CMU:Concrete Masonry Unit CO:Callout or the manufacturer. less than required to ensure full strength. nails may be substituted provided 50% more nails are used. For example if 8, 16d are called out, the number of around the structure. Carefully place and compact to 95% relative compaction under and around all pipes. Conc:Concrete Cleanout PSL (Parallel Strand Lumber) and Versa-Lam. Use minimum 2.0E, Simpson SD Wood Screws. With most Simpson connectors, similar length .131 diameter nail gun nails required is 8*1.5 = 12.As another example if 16d nails are called out at 4" When roots, rocks, or other undesirable materials cause over-excavation, fill over-excavation and compactper the above. Cont:Continuous 04/05/2021 p p p DF:Douglas Fir 2,900 psi minimum allowable bending stress. Contractor may use SD9 in lieu of 10d nails, and /or SD10 in lieu of spacing, the spacing of similar length, narrower nail gun nails shall be 4/1.5 = 2.7". Foundations. Footings on Soil:All footings and foundations to bear on undisturbed existing soil or structural fill.All HF:Hem Fir LVL (I aminated Veneer I umber). Use minimum 1.9E, 2,600 psi 16d nails. These are provided in 1-1/2" and 2-1/2" lengths. Use the ,Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall Table organic and deleterious material beneath footin g p s and foundations to be removed and re laced with structural fill. Bottom GW:Gypsum shear HVAC:Heating,earwalion,and Air Conditioning wall minimum allowable bending stress. length necessary for full penetration into the member(s) connected. herein using materials designated for lateral load resistance by nationally-approved manufacturers.All shear walls of footings to be below locally prescribed frost zone, not less than 12". Gyp:Gypsum wall board GLB:Glulam Beam 0) LSL(Laminated Strand Lumber). Members indicated as 1.5E shall must be positively connected at top and bottom to diaphragms. Walls not specifically called out, or labled "NS" are Slabs on Grade. Subgrade below slabs shall be similar to the above.A layer of free draining material and a suitable vapor I:Moment of Inertia not intended as shear walls and shall be builtper minimum code. barrier(designed byothers)are recommended for all interior slabs. IBC:International Building Code have min., 1.5E modulus of elasticity and 2,300 psi allowable bending ( g ICE:Insulated Concrete Form 6 stress. Members indicated as 1.3E shall have min., 1.3E modulus of Sheathing. "PW"walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall Table, Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be IEBC:International Existing Building Code IR at the base of all footings and retainingwalls which will have earthplaced against them. Footingdrains shall be K: International Residential Code CO elasticity and 1,700 psi min. allowable bending stress. oriented either direction. "GW"walls are drywall shear walls, use per Shear Wall Table. provided9 g K:Kip(1,000 lbs.) (1) W SheathingJoints. Use blockingbehindjoints if indicated in the Shear Wall Table. With "PW" and "GW" walls, no 4" perforated pipe routed downgradient to daylight, unless otherwise specified. KSI:Kips per Square Inch gi SIIae I aminated Timbers. Unless otherwise noted, all glulam beams STANDARD CONCRETE: LVL:Laminated sea d Lumber shall be 24F-V4 DF/DF.Any that span continuously over one or more sheathing joints are allowed within 2-feet in any direction of a door or window corner. ,S andard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 daystrength of fc= 2,500psi Lt:Leftre interior supports or are cantilevered, use 24F-V8 DF/DF. Use Multiple Ply Members. g = g NA:Not Applicable ID ,, Trimmers, KingStuds, Headers. Where more than one 2x isplaced against another and used as a multiple plykingunless otherwise noted on Plans. Minimum cement content 5 sacks per cubic yard. Maximum water/cement ratio shall NB:Not Bearing ii industrial appearance grade, unless visually exposed to interior living g p NIC:Not Included zi stud, trimmer, or header, connect allplies with 16d at 4" OC, staggered. be 0.45.All materials shall be in accordance with ACI 318, latest edition. Mixing and placing of all concrete to be in OC:On Center spacing space use architectural appearance grade. accordance with IBC and ACI 304, latest edition. OSB:Oriented Strand Boardrj 27 Pressure Treated (PT) glulams shall be not less than 10% weaker Beams, Columns. Where more than one 2x, or LVL, or LSL is placed against another and used as a multiple ply PCF:Pounds per cubic foot beam or column, connect allplies withglue and 2, 16d at 4" spacing. Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and /or waterproofing may be PLF:Pounds per Lineal Foot than the above in bending, shear, and modulus of elasticity, using p g. usedprovided the strength and durabilityof the concrete is not adverselyaffected. Ply:Plywood suitable wood species forpressure Epoxy. specified, gluegradestrengthpsig PSL:Parallel Strand Lumbercj p treating. Glue, E ox Where wood shall be commercial with minimum shear of 450 at 28 Air Entrainment. Provide 5% air entraining in all concrete exposed to the earth or weather. PSF:Pounds per Square Foot ,E , Allglulams shall be manufactured byan AITC approved fabricator. days. Use Liquid Nails LN-940 or similar. Prep and apply per manufacturer's recommendations. FlyAsh. High qualityflyash or other naturalpozzolan maybe used in accordance with ASTM C618 with a corresponding PSI:Pounds per Square Inch pp g p g PT:Pressure Treated with preservative N Store and install in accordance with manufacturer's recommendations. Epoxy used with wood dowels or drift pins shall be Simpson ET-HP, or other brand intended for wood use. Wood reduction in cement content.Any such concrete shall obtain at least the strength and durability characteristics as PW:Plywood or OSB shear wall e and dowel shall be clean and dryprior to epoxy installation. RC:Relative Compaction p Y Standard Concrete listed above. REF:Reference,not actual Q Window and Door Openings. CONCRETE REINFORCING: REQ or Reqd:Required Header. Use minimum size as called out on Plans.All headers shall be installed with their tall dimension vertical. If ROW:Right Of Way Strength: Standard Footings, Stem walls. Slabs on Grade. Reinforcing bars (rebar)for standard footings, stem walls, and Rt:Right header 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 slabs on grade shall be grade 40 F 40 ksi or better, unless otherwise specified in the Plans. S:section modulus ( g g ) 9 9 ( Y- ) p SC:See Callout Mil 0 "L" configuration with 16d at 4" max spacing. If no header is specified, the wall is assumed non-load bearing and Strength: Retaining Walls and other Structural Flements. Reinforcing bars (rebar)for retaining walls retaining more than SD:Storm Drain SIP:Structural Insulated Panel wall top plate may serve as the header. 4-feet of soil and their footings, and for structural beams, structural columns and the like shall be grade 60 (Fy= 60 ksi) SK:Sketch n Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers for each opening unless otherwise specified in the Plans. SOG:Slab On Grade di Spruce Pine Fir CO shall be individual members with full-height king studs between them. Each header shall use the number of king Splicing, Bending.All reinforcing shall be spliced, detailed, bent, and supported in accordance with the most recent ACI SS:Sanitary Sewer studs specified below or in the Structural Callouts. code adopted by the jurisdiction. SPAO.Ps shear:Shear rwallferAround Opening Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger of similar bearing Welded Wire Fabric. Unless otherwise specified, welded wire fabric (WWF)shall be W2.9, 6"x6" (6 Ga.),ASTM A-185. TYP:Typical E UNO:Unless Otherwise specified elsewhere length and capacity may be substituted for trimmer. Splice by lapping one mesh +2" all sides. V or v:Shear(lbs)or unit shear(plf)respectively o Provide the following minimum cover: W.Wall,full length King Studs. Unless otherwise shown on Plans use the following. These must be full-height, bottom plate to top plate, Cover. WWF:Welded Wire Fabric C IE diaphragm to diaphragm. Footings and other unformed surfaces, distance from the bar to earth face...3" o •* Opening less than 6'wide- use min., one king stud each end of header. Formed surfaces in direct contact with earth 2" N Surfaces exposed to weather 1-1/2" LIMITED SCOPE OF CONSULTANT'S WORK: N L • * Opening 6.1'wide to 9'wide- use min., two king studs each end of header. For slabs on grade, center the reinforcement in the slab unless otherwise specified. consultant. The consultant in responsible charge of the work indicated in. •* Opening 9.1'wide to 16'wide, use min., three king studs each end of header. rn c BOLTS AND DOWELS IN CURED CONCRETE: herein is Tim K. Garrison, P.E., doing business as ConstructionCalc, Inc., o Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the end of Pf) 0 the header shall be to the remaining top plate beyond with a horizontal CS18 strap with minimum 12" General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques. Minimum hereafter indicated as "CCI." o length on the header and connected12 length on the top plate beyond. Strap may be on top, inside, or outside of wall. concrete embedment= 4-inches unless otherwise specified. Minimum distance to any edge or end of concrete = 3"from Scope of Consultant's Work. The scope of work of CCI is limited to O _ L hole centerline unless otherwise specified. structural analysis of a new single-family residence. CCI takes z Anchor Bolts. Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of responsibility only for items specifically addressed in our drawings and — H Shear wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the spacing shown in the existingreinforcingbars maybe bynon-destructive methods (pachometer, radar, or similar . calculations. Constructed items not specifically addressed herein shall be rY X f ~ m Plans but nevergreater than 60" OC and within 12" of ends and corners, with 3" x 3" x .229" steel washers, wrench ) p y W O O Cl) Washers. Use 3"x3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted, with plate washer built per minimum code. 0 m � � tight. Wet set anchor bolts shall have a hook or head on the embedded end. Rotohammered anchor bolts at the under the nut as allowed by the IBC.At non-mud sill locations, smaller washers may be used. Use a steel plate or LOADS J Q N M � same spacing may be used in lieu of wet set- see specifications in previous section.An alternate to wet-set anchor malleable iron washer under nuts and the heads of all bolts that connect wood. Following are the loads used for the subject design /analysis: m O. ZQ 8 bolts and washers may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. Non-Epoxy Systems. Use Simpson Titen HD where shown in the Plans. These anchors may be used to resist tension Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and corners and loads and shear loads. Install per manufacturer's recommendations. o Roof live: 20 psf. shall be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" min embedment wet-set, or 1/2"Titen HD Fpoxy Systems. For bolts, use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, with zinc plated, o Roof+ ceiling dead: 15 psf with 4" min embedment. A307 'all-thread' bolts as shown in the sketches. For dowels, use ET-HP or SET high strength epoxy and rebar as o Roof snow: 25 psf Non-shear wall anchors may be 0.145" diameter powder-actuated pins with 1-1/2" min concrete embedment, at 16" specified on the Plans and Callouts. Drilling of holes and installation shall be in strict accordance with epoxy o Floor live: 40 psf OC, unless otherwise shown . manufacturer's recommendation. o Floor dead: 15 psf Ill Decks: Joist hangers used at decks shall be connected to all wood members with corrosion-resistant screws, o Stairs and exits, residential, live: 40 psf Simpson SD9 or similar. Hangers shall be U or LU only(not LUS.) Ledgers shall be attached with screws or lag o Deck live: 60 psf (� bolts per Callouts.All hardware and connectors shall be at least medium-duty corrosion-resistant with galvanizing or o Deck dead: 10 psf. Z1-1-1similar. o Exterior wall dead: 10 psf F- Pressure Treated I umber. Use pressure treated lumber in contact with concrete and /or soil, and when directly o Interior wall dead: 7 psf LL W Z Q exposed to weather. Pressure treating chemicals shall be inert, or otherwise non-reactive with metal connectors o Seismic Factors: Ss= 1.137, S1= 0.404 _ 0 (including nails, bolts, framing connectors, etc.) or structural steel members. o Seismic Des Category: "D" - V In certain cases non-pressure treated lumber may butt against concrete. In these cases use a layer of heavy, o Wind Exposure 'D', 3-sec gust: 120 mph. asphaltic-treated construction paper between wood and concrete. o Assumed allowable soil bearing pressure: 2,000 psf. LZ W. Q Blocking / Bridging. Provide continuous blocking at all bearing locations. Provide full depth bridging or blocking at 8' < N OC max. in joist or rafters without continuous plywood diaphragm connection on the top . J Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer post, column, 0 �'�/ or other concentrated loads through the floor to the supports beneath. SINGLE PROJECT: ,, Et H O) Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug wrench tight condition; The calculations, drawings, notes, specifications, and /or tables prepared I— . (I) use standard A307 bolts; for bolts in wood, drill the same diameter hole as the bolt; for bolts in steel drill holes 1/16" by CCI are valid only for the project indicated herein. These documents 0 �'�/ g larger than the bolt diameter. Provide the following minimum edge distances between centerline of bolt and all are not valid, are not applicable to, and shall not be used for any other W I..L edges of bolted wood, and between centerline of multiple bolts: project at any other location. N 5/8 inch diameter bolts 3 inches COMPETENT CONSTRUCTION PERSONNEL/SAFETY: 0 3/4 inch diameter bolts 3.75 inches Only competent personnel familiar with construction and safety practices Et W Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, webs, etc.) shall be germane to the project shown herein should be employed to assemble W one inch. and construct the work. CO Engineer shall specifically approve any bolted connection using less edge distance than shown above. Contractor shall be responsible to comply with all OSHA and State Labor „I< N— andLag Bolts.All lag bolts greater in diameter than 1/4" shall have pilot holes pre-drilled. Size of pilot hole in threaded Industries Standards. Contractor assumes full responsibility as to portion shall be 70% of the unthreaded shank diameter(or alternatively, 90% of the root diameter of the threaded construction methods used, safety provisions employed, and the finished portion). Pilot hole diameter of unthreaded portion shall be the same diameter as the unthreaded shank. as-built condition of the structure and related systems. MATERIALS AND METHODS: Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is the contractor's responsibility to ensure all field personnel understand and adhere to this. a a>. TEMPORARY SUPPORT AND BRACING: =LL=.V w000 c;eneral. Provide adequate temporary support to all walls, roofs, beams, UJ Z o a columns, and floors during construction. Design of same is not included 81%1 herein. Contractor or owner should check all temporary-supporting H a a°a devices with a qualified person. Contractor shall be responsible for the §woo= adequacy of 0 �W,I5 all temporary and/or permanent support systems. O Li Um Retaining Walls. Do not backfill against retaining walls until concrete has 7 =�a�2 cured to at least 2,500 psi (okay to use high early strength admixtures or L oX=Za ZW VOD additional cement in the mix to achieve this). For retaining walls that are J W �N owz CO to be connected at their top to horizontal floor diaphragms, do not backfill =~Z o o HZUO against the retaining wall until such horizontal diaphragms are in place Q CH000 U Q Z Z and properly connected to the retaining wall. n/ , L.L ga000 D ooz o 0 a rtoHUz oOZO 5Lem'a F F0 ,00 U zNzozz ZW�jaa 7 U Z 7 UJoZ D �O ODU ZU0zz ��yyAR*, D Zw000 ammNo ~ ``'■� �y�.�r coo= A AP R+W1, YO F Z V H Pa�o o�mQ 10 Nits 2844:130:04, OWNER APPROVAL ANAL INITIAL: L I PAGE #: 4r.LEE,Q15 ••41-. S 0 a-TEM.5 6H L . . PAGE: 16of 18 DESIGNED BY: J. STERLING DRAFTED BY: N J. STERLING N L(5 Q Q T 1/4" = 1' U.N.O. 0 O 2 DATE d Mr 06/16/2020Et a 1 PW 1 PW W w © © 08/26/2020 I i • 09/15/2020 04/05/2021 ( Con 1 I I J1_ I 1 w LOWER LEVEL WALLS AND MAIN FLOOR FRAMING 6 11, a i -All floor sheathing is 12FD, typ. w xs) 1Pw -Floor and deck joists are OPA, typ. ❑ -All exterior framed walls are 1 PW w N p -21 Fg r 2 m L i Ft g 2 w 0 U Z U U) E U C .11 N N vi L? (lin di N _1 L_ E O U O N n N 0) C Q O U 012) LL (n N z `— W co O C'7 W 0 o c') ca 0 0 moz cNo 00 0_ Q CY) �I W � Ca) US' 0 z Lu u_ w � z p0 PLAN AREAS H _ c� MAIN FLOOR 1 ,906 SQ.FT. W ( Z N WQN TOTAL LIVING AREA: 1 ,906 SQ.FT. UEt rn GARAGE 497 SQ.FT. U fl gENTRY 96 SQ.FT. -, 0 < N OPEN DECK 218 SQ.FT. Et CO 00 HDU2 HOLD DOWN STHD HOLD DOWN SHEARWALL TOP CONNECTIONS < N— INOT TO SCALE Model:HOU2-SOS2.5 (Dl) TYP.SHEAR WALL TOP CONNECTION CO & Ti - -FRAMING PARALLEL, RIM OR CON'T BLOCKING Anchor Diameter. 64' MaimumAllwble 11 NO SHEATHING SPLICE SHEATHING SPLICE (lhs.) eF1SP iPTilHf USS,RAFTER,JOIST,OR CONT BLKGTRUSS,RAFTER,JOIST,OR CON'T BLKG3075 2z15 LTP4 OPTION �A34 OPTIONALT. SHEATHING L SPLICEw g zHDDInstallation SPLICEHERE CEILING ORLL z ¢W(HOW Similar) CEILING OTHER BLKG o Z 8 U i e , JL11P .1}2,895 -si '•r r TOP OF SHEAR WALL Z < a,TzzoT } _;^ PER PLAN g W,I5 $TeMwRI.L INSTALLATION r (D3) TYP.SHEARWALL BOTTOM CONNECTION SHEAR WALL TYPE zawwa Hal ox za = wz EmAedrnan10eplh.le[in,l - Xle ON FRAMED FLOOR GAR ', `,','S F w- Slmdsan OFISPSpacies SPFnIFSpecids. 1 P W �"A R F 0 0 ��wy, z Sarong-Tie Anchor - 2;<16 Anchor Idaded Gandhian Gandhian ,„,WO JOIST JOIST W/SHEATHING ,',H?=a TFnc I EAdAI• Eil )I Min W/SHEATHING SPLICE OVER RIM JOIST ‘1. MINIMUM LENGTH OF SHEAR PANEL. '� h' �, a ° �o Midrtll�Cemm MD Midrell Curner Will poll.&. SET 9% 12 10 5 5 5 �I` BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL IF " W" CONSTRUCT ENTIRE WALL PER THIS CALLOUT. F•,' g.7 '� ' ` c/ z ; =LL Anrdnr AT 9% 12 10 5 9% le 1I PER PLAN PER PLAN , ALT.WALL SHEATHING `� a O Machardcal 14'07 M� STOPS OR IS NAIL OR SDS PER TABLE ALT.NO SHEATHING CODE MIN.NAILING I F "N S" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM tiY W I. w IY F O Anchor THI) �� 19 10 1G 1n to SPLICED HERE _Al� SPLICED HERE �A O 'O ¢to�z — — — Cass-In-Place 584 18 18 18 18 18 18 Anchor SS181e 12% f2% 12% 12% 1255 12% 9 L____ CALLOUT STUD MATERIAL NAIL EDGE/FIELD TOP PLATE TOP OF WALL TOP OF WALL BOTTOM PLATE f I I I o Z a u. W Fx�mrt SILL PLATE& BLOCKING AT MUDSILL ANCHOR SILL ANCHOR Z Z ° 1.See papa a for addmanel lams lar ails foundation type. CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE CONNECTION AT CONNECTION AT TO FRAMING MAX o¢ SIDES OF WALL (SEE STD STRUC. SPACING @ STUD SPLICE STUDS W/EDGE UNSUPPORTED TO CONCRETE MAX SPACING Z w a a s>ENxeudrsrauATIOwsmasnmied(MuaDETAas '�' WIND/SEISMIC MINIMUM SCREW SIZE MAX.FT. MAX. INCHES MINIMUM MINIMUM PARALLEL PERPENDICULAR SPACING IN y� z /� Owego mmrnreMnrrrl flaked are ri lrrthAiofae:raoaroJ SPECS.) SPACING IN INCH MINIMUM NAILING EDGES MIN. EMBED v♦ 1n(ka WALL,BEAM OR WALL,BEAM OR FRAMING FRAMING INCHES YAL `/' ww FOUNDATION FOUNDATION O o U O uia1§zz uo Q�Eoo • 1 6/6 @ 24" # � Q H LL Indwell MAW �" ' TYP.SHEARWALL TOP CONNECTION 10' 24" 2 X 4 SAWN CONT.SHEATHING A' 1 a w _ Min EnpetLy_s16' 6/12 @ 16" CONT.SHEATING z z a° cm.. e ` -FRAMING PERPENDICULAR W/BLOCKING OR CO o 0 o x Aeaher: T MIR EAye _, ONE SIDE. , „ H2.5 OR SDWC ¢ Z . 7/16" OSB ORA340RLTP4 5/8"J-BOLT OR Z �zU� 1e (CI = '.' K Min.raaaar TRUSS OR RAFTER 1 2 16 2 X 6 SAWN 6/12 16" AT 36"MAX SEE S S s *56,41�, Z r dn. Ar. Inn. dln - Min.r is2xEe TOP OF SHEAR WALL @ 8 16d NAILS @ OR MASH OR �— x �'' �'' D2 RAFTER OR JOIST 1 PW OR 7/16" APPLY EITHER @ DETAIL SEE DETAIL 16d @ 6 72" / 4 l ° w o Z 168 / 120 SIDE DIRECTLY 8d (2) 2X 4 48" LAP W/ 2X NA 15600 24"MAX ¢ n W/3"WASHER n o w a Sew I� Ir ( ) 6•5 pore_ aT CL.L 'y L.. w¢ c D NO SHEATHING SPLICE © PLYWOOD TO STUDS 16' 12" 2 X 6 SAWN 6/12 @ 12" MASAP �� Wen Vier-Siemwall Fnunde[en o-• TRUSS OR RAFTER KD1) (D2 (D3b1�L) )14-Min. nde CONTBLKG 22' 12" 1 .75 X 5.5 LVL 6/12 @ 12" / / H RIM OR CON'T BLKG JOIST Min.Edge ge(C7.14V i OR RAFTER 1 0' 16" 2 X 4 SAWN Md-(1-1e,111mia• OWNER APPROVAL CONT.SHEATING CONT.SHEATING Hi OR HzsoftnoN ALT.,NO SHEATHING OR A34 OR LTP4 W/BLOCKING OR 5/8"J-BOLT OR I OR SPLICED HERE 7/16" OSB ONE SIDE. H2.5 OR SDWC 5/8"TITEN HD INITIAL: a• r o SDWC15600 OPTION TOP OF SHEAR WALL r� APPLY EITHER 12' 16" 2 X 6 SAWN 48" LAP W/ AT 36"MAX SEE 15600 @ 24"MAX }�^ — !' PER PLAN 2© 490 / 350 OR 7/16" SIDE DIRECTLY 8d 4/12 @ 16" (2) 2X 4 (8) 16d NAILS 2X 2X DETAIL SEE DETAIL 16d @ 4" OR MHSAAORR 36" / 4" PAGE #: Polo Vim-Siemwall Follndalaln •▪e PLYWOOD TO STUDS 16' 12" 2 X 6 SAWN MASAP End-IA-Wellildalicetloe TRUSS HEEL TOP OF SHEAR WALL @ "3` a▪a NO SHEATHING SPLICE 2 TRUSS HEEL RAFTER OR JOIST F EF (Dl) (D2) (D3)22 12 1 .75 X 5.5 LVLS 1 ROOF EDGE NAILING / � ROOF EDGE NAILING/ SPLICED OR STOPS Ia - rIPeTIEM Ia■■■�� �. CONT.BLOGKI G a PAGE: r' ! ,17 ne.il'N �:.i iT - . T a o /� ' OTHER BLUL HOR l<_',,., T ti pF CON'T BLO K JOIST -t _ rAll a J _ OR RAFTER II.' • -I . RIM O CON'T BLKG - F- 'I r.. 'Ld_'-:I , - - I oO w£Iori51� 1111I Mn.*Aar �?� . -- -- O p Hz.S OPTION WIC M f'•-. en.ua is ` y +1 .+ TALL HEEL TRUSS Lg,g�- .� SHEATHING OR H2.S OPTION ...;I 2,x16 ':' r H25 OPTION\ STOPS HERE SDWC15600 OPTION SHEATHINGSTGPS 11 OR IILL y _ IF SHEATHING SPLICED OR 7 OR SPLICED HERE SDWC15600 OPTION '/1 '/1 c$ 1•,1. IlAr.:" - .q1.r R HERE,USE H2.50R I I O� I Sedren YWep- * } SDWC15600 SDWC15600 OPTON TOP OF SHEAR WALL 8 Sae,..,Fo.ndeaon Section View-Stemwek Fnnndalron /L_ a,r -- PER PLAN MIEwel Applic6lion End-CRAWS Appncalmn 1h•We. 2%le ron-or end distance DESIGNED BY: J. STERLING DRAFTED BY: N J. STERLING N Ids Q Q T 1/4" = 1' U.N.O. V 0 DATE d w i- 06/16/2020Et a 08/26/2020 1 1 _ 09/15/2020 04/05/2021 gi (1111) E g; CD 1 I. UPPER LEVEL WALLS N -ALL EXTERIOR WALLS AT THIS LEVEL ARE 1PW EXCEPT AS NOTED p zi / l C Fg m m o ai LD 0 U Z U C U (111n 1 c-'-') N w _I L_ _ 1--0 _ I J II E o = _i4N „ . . . „------ r O _ _ ,- L.„----) CON c Q o frn � — a) Z .— w M -0 Ct w O � ci3 L O (NI'0Z co COc) N O < Cr) JEl . w Co) �; O z w - r , I , z W o PLAN AREAS H a MAIN FLOOR 1 ,906 SQ.FT. - W 1). Z N TOTAL LIVING AREA: 0 Lll Q CO 1 ,906 SQ.FT. Et rn GARAGE 497 SQ.FT. r — — -I I- — (I) ENTRY 96 SQ.FT. Z o < N OPEN DECK 218 SQ.FT. Et CO co HDU2 HOLD DOWN STHD HOLD DOWN SHEARWALL TOP CONNECTIONS < N— INOT TO SCALE Model:HOk12-$652.5 (D1) TYP.SHEAR WALL TOP CONNECTION are. -FRAMING PARALLEL, RIM OR CONT BLOCKING �• MaimumAllwble NO SHEATHING SPLICE SHEATHING SPLICE�ITen (lbs.) 'IOF1SP liPyllf RAER, 2PW- JOIT,RAFTER,JOIST,OR CON'T BLKGaZ3n75 2215 LTP4 OPTION Oy �A34 OPTIONUALT. SHEATHING L NO SHEATHING17 H D 17 H D 0 Niiii H[II1Installation SPLICE HERE CEILING ORa (ilOTHER BLKGmo11M .112,895 JL -si '•r '" TOP OF SHEAR WALL Z a�zzo� } • . • PER PLAN Q.awo }' • '- / Z FwUrm STEM WALL INSTALLATION =" TYP.SHEARWALL BOTTOM CONNECTION R a=Z a ,ell V zw Un,Tp SHEAR WALL TYPE = WZ Empedrnanl Oaplh.le[in,l r - �1s� (D3) ON FRAMED FLOOR GAR* NF wF Simpson OFISP Species SPFn1FS9csieL. 1 P W G` `R* r,:o p Strong-Tie Anchor - 2 x6 L AncrtOr Madef Gandhian Gandhian �,I�gth JOIST JOIST W/SHEATHING r„F-xa TFne EAdAk• End- ' min-m W/SHEATHING SPLICE OVER RIM JOIST ‘1. MINIMUM LENGTH OF SHEAR PANEL. �, -. � a li w° Wo Mfdrell�Cemm WIII Midrell turner Will At1e&. SET 9% 12 10 5 5 5 �I` BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL IF " W" CONSTRUCT ENTIRE WALL PER THIS CA L L O U T. �� t ' ` =LL A'''''r AT 9% 12 10 5 9% le l PER PLAN PER PLAN , ALT.WALL SHEATHING I� ,� a o o Machalocal TIHD M� STOPS OR IS NAIL OR SDS PER TABLE ALT.NO SHEATHINGIli CODE MIN.NAILING I F "N S" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM O Anchor THE 1d 19 10 1p 1n le 5Y W Z o z~1-o SPLICED HERE •-- SPLICED HERE a p oz U 0 Casl-In-PIace S8fEl24 18 18 18 18 18 18 Anchor SST91e 12% 12% 12% 12% 12% 12% 9 a J m�� m oma w - x mrt STUD MATERIAL NAIL EDGE/FIELD TOP PLATE TOP OF WALL TOP OF WALL BOTTOM PLATE o L____ CALLOUT SILL PLATE& BLOCKING AT MUDSILL ANCHOR SILL ANCHOR Q ZZ,,°Z1.SSE page a for addddarsel arms tar this foundetian type. �� CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE CONNECTION AT CONNECTION AT TO FRAMING MAX o SIDES OF WALL (SEE STD STRUC. SPACING @ STUD SPLICE STUDS W/EDGE UNSUPPORTED TO CONCRETE MAX SPACING Z w a a s>E ALLOOTauATIONAIM VENIMIRDETAIw '�' WIND/SEISMIC MINIMUM SCREW SIZE MAX.FT. MAX. INCHES MINIMUM MINIMUM PARALLEL PERPENDICULAR SPACING IN y� z Wewr.mmrarMeneeWm,awsardrrnrarfnIXaee,erarnJ SPECS.) SPACING IN INCH MINIMUM NAILING EDGES MIN. EMBED N(�aa WALL,BEAM OR WALL,BEAM OR FRAMING FRAMING INCHES YAL ww ` FOUNDATION FOUNDATION °O O L o uia�zz u° Q��oo °k 1 6/6 @ 24" # � H LL ■IdwellMOW �" TYP.SHEARWALL TOP CONNECTION 10' 24" 2 X 4 SAWN CONT.SHEATHING 1 a w MIn Edpetcy_sly 6/12 @ 16" CONT.SHEATING z°z °careera ` , -FRAMING PERPENDICULAR 1, W/BLOCKING OR Z o zoA.ahm:T M,n e _ 7/16 OSB ONE SIDE. , „ H2.5 OR SDWC a> 7:I-i ORA340RLTP4 �zoMIl- 5:77 " • •KTOP OF SHEAR WALL @ �� APPLY EITHER 12 16 2 X 6 SAWN 6/12 @ 16" AT 36"MAX SEE @ 5/8"TITEN HD _ 11t5 auln. pr. un. } Alin 9Menglh is2x Ee TRUSS OR RAFTER 8 16d NAILS OR MASA OR Z1 PW OR 7/16 4$ LAP W/ DETAIL 15600 24"MAXW/3"WASHERn " t w ook �— x �'' D2 RAFTER OR JOIST 168 / 120 SIDE DIRECTLY 8d (2) 2X 4 ( 2X NA SEE DETAIL 16d @ 6 72 / 4 1� F �,-� �, w a c c NO SHEATHING SPLICE © PLYWOOD TO STUDS 16' 12" 2 X 6 SAWN 6/12 @ 12" MASAP 1E Wen Vier-Siemwall Fnundal6un o-• TRUSS OR RAFTER KD1) (D2 (D3b�`L) )14-Min. nde CONTBLKG he 22' 12" 1 .75 X 5.5 LVL 6/12 @ 12" / / H RIM ORCON'TBLKG JOISTo.Edgeelueher OR RAFTER 1 16" 2 X 4 SAWN Md-01-1ep:y=1ia• OWNER APPROVAL CONT.SHEATING CONT.SHEATING H1 OR H2s OPTION ALT.,NO SHEATHING OR A34 OR LTP4 W/BLOCKING OR 5/8"J-BOLT OR I OR SPLICED HERE 7/16" OSB ONE SIDE. H2.5 OR SDWC 5/8"TITEN HD INITIAL: a' Ire ¢a o SDWC156000PTION TOP OF SHEAR WALL APPLY EITHER 12' 16" 2 X 6 SAWN 48" LAP W/ AT 36"MAX SEE 15600 @ 24"MAX }�^ — !' PER PLAN 2PW 490 / 350 OR 7/16" SIDE DIRECTLY 8d 4/12 @ 16" (2) 2X 4 (8) 16d NAILS 2X 2X DETAIL SEE DETAIL 16d @ 4" OR MASAAORR 36" / 4" PAGE #: Nan View-SleRrwalr F°Ilndalbnn •e PLYWOOD TO STUDS 16' 12" 2 X 6 SAWN MASAP End-el-Wellilprlicetlde TRUSS HEEL TOP OF SHEAR WALL @ "a` • NO SHEATHING SPLICE 2 TRUSS HEEL RAFTER OR JOIST EF (Dl) (D2) (D3) z•- Li a 22' 12 1 .75 X 5.5 LVL S 2 ROOF EDGE NAILING / ZW ROOF EDGENAILING�/ SPLICED OR STOPS RPnTIae a o �� CONT.BLOCKI G LL �V1 _ _ — PAGE: - T f � OTHER BLUL HOR "�� I/ GON'T BLO K I JOIST a F _ II OR RAFTER n.: -` -I•_� - _ I o �� RIM O CON'T BLKG IN sn-.• Mn.,r.rXe.Esr -- = w� Hz.s OPTION e�is Hz.s OPTION f :.1 length is .. r- jj rTALL HEEL TRUSS eg,gn- rc USHEATHINGOR 2�Ie �I � H25OPTION_ STOPS HERE SDWC156000PTION SHEATHING STOPSIILLy _ IF SHEATHING SPLICED OR7OR SPLICED HERE SDWC15600 OPTION '/1 '/1HP- , 1. H�r.:" - .q1.r HERE,USE H2.5 OR I I O� I SKIM WOW- SDWC15600 SDWC156000PTHON TOP OF SHEAR WALL 8 SlernweII Foundation Section Vierr-Slemw,I Fnundawri a en ,r PER PLAN MIdwaH Applicalide End-CC-two-CC-twoAppncalmn 1/2'Mie. �2 X le min-dF d distance