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HomeMy WebLinkAboutBLD10-179 - drawings GENERAL NOTES LIFE SAFETY REQUIREMENTS Stairs: ~ Minimum width = 36" ~ Maximum 7 3/4" rise ~ Minimum 10" run ~ Minimum 6'-8" head room ~ Handrail 34" - 38" above tread nosing ~ Handrail grasping dimension 1-1/4" min. - 2" max. Decks/ Guardrails: ~ Guard rail required for walking surfaces 30" above adjacent grade or floor below. ~ 36" high required minimum. ~ 4" max. clear space between intermediate rails. Smoke Detector: ~ — See plans for location. ~ Must be powered by building wiring and have battery back-up in new construction and additions. ~ |s required in basement, connected with alarm audible in upstairs sleeping areas. ~ — Battery-powered okay in existing building not being remodeled. Emergency Egress: ~ Qne window in basement and each bedroom must meet these requirements: -5.7 sq.ft. min. net open area -20" min. clear open width -24" min. clear open height -44" max. sill height Security Requirements: ~ Minimum 1/2" throw on dead bolt or dead latch for doors. ~ Visitor observation port for exterior doors. ~ Windows within 10' of grade capable of being locked. ~ All locks must be able to be opened without the use of a key or any special knowledge or effort. Safety Glazing: ~ Wired, tempered, laminated safety glass, must meet IBC requirements. ~ Glazing in or adjacent to doors (24") and glazing close to floor--- See code for hazardous locations. NATURAL LIGHT REQUIREMENTS: ~ Window area must be 1/10 floor natural light for 10 sq. ft. min. ~ All habitable rooms except kitchens require natural light. VENTILATION REQUIREMENTS Roof Ventilation: ~ 1 scq.ft. of venting per 150 sq.ft. of area to be vented - can be reduced to 1/ 300 if ventilators are provided in the upper portion of area to be vented. ~ "air space minimum required above roof insulation. ~ Cross-ventilation required. Crawl Space Ventilation: ~ 1q.ft. per 150 sq.ft. of under floor area. ~ Cross ventilation also required. Mechanical Ventilation/ Outside Air Supply: ~ Habitable rooms must have outside air supply. ~ Kitchens, bathrooms and laundry rooms must be vented mechanically. Room Dimension Requirements: ~ General 7' 6" min. habitable space ceiling height. ~ 7'0" min. ceiling height in kitchen, bathroom and corridor. ~ Sloped ceiling must meet minimum height over 1/2 of the area. ~ 6'6" min. head room at garage ceiling. ~ Minimum floor area for sleeping room is 70 sq.ft. ~ 7'0" min. width for habitable room. ~ For exceptions to headroom in existing spaces...see: Director's Rule DR 14-96 MISCELLANEOUS REQUIREMENTS Attic Access: ~ Opening to be 22" by 30" min. ~ Attic headroom to be 30" at access. ~ 6" min. clearance between wood and earth. GENERAL NOTES, CONT. 1. ALL WORK SHALL BE IN CONFORMANCE WITH ALL APPLI- CABLE CODES, INCLUDING BUT NOT LIMITED TO THE 2006 INTERNATIONAL BUILDING CODE (IBC) AND 2006 SEATTLE RESIDENTIAL BUILDING CODE. THE GENERAL CONTRAC- TOR SHALL VERIFY ALL CODE REQUIREMENTS. 2. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS IN THE FIELD AND VERIFY THEM WITH RESPECT TO ADJA- CENT OR INCORPORATED WORK. THE CONTRACTOR SHALL RESOLVE ALL VARIATIONS OR DISCREPANCIES WITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 3. FIRST CLASS WORKMANSHIP IS EXPECTED. PRIOR TO INSTALLING ANY ITEM OR MATERIAL, VERIFY THAT RE- CEIVING SURFACES ARE PLUMB, LEVEL, TRUE TO LINE AND STRAIGHT TO ACHIEVE TOLERANCES SPECIFIED OR REQUIRED. TAKE CARE IN ATTENTION TO DETAILS AND FITTING AT INTERSECTIONS AND JUNCTURES OF MATERIALS: ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN AND SMOOTH. UNLESS NOTED OTHERWISE, CONCEAL ALL FASTENERS. 4. PROTECT SURROUNDING VEGETATION FROM DUST, DEBRIS AND INCIDENTAL DAMAGE. REMOVE TOPSOIL FROM BUILDING SITE AND STOCKPILE FOR REDISTRI- BUTION. 5. DRAWINGS ARE IN PART DIAGRAMMATIC AND DO NOT NECESSARILY SHOW COMPLETE DETAILS OF CONSTRUCTION, WORK OR MATERIALS, PERFORMANCE, OR INSTALLATION; DRAWINGS DO NOT NECESSARILY SHOW HOW CONSTRUCTION DETAILS, OTHER ITEMS, OR WORK, FIXTURES, AND EQUIPMENT MAY AFFECT ANY PARTICULAR INSTALLATION. THE CONTRACTOR SHALL ASCERTAIN AND CORRELATE THE WORK TO BRING THE PARTS TOGETHER INTO A SATISFACTORY AND COM- PLETED WHOLE. 6. WRITTEN DIMENSIONS AND ELEVATION POINTS ON DRAWINGS GOVERN: DO NOT SCALE DRAWINGS. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER PLANS, ELEVATIONS AND CROSS SECTIONS. 7. VERIFY ALL DIMENSIONS, DATUMS AND ELEVATIONS PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONRETE, UNLESS OTHER- WISE NOTEW. 8. COORDINATE FRAMING LAYOUT WITH LOCATIONS OF ALL DUCTWORK, CONDUIT, LIGHT FIXTURES AND GRILLES. 9. PROVIDE SUFFICIENT BACKING OR GROUNDS IN WALLS FOR SU GRTING COUNTERS, CABINETS, DRAPERY, ARTWORK, ETC., AS REQUIRED. 10. ALL Wie SHALL BE GUARANTEED FOR ONE YEAR FOL- LOWING ACCEPTANCE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE WATER- TIGHTNESS OF ALL DETAILS AND SHALL PROVIDE FLASHING AS NECESSARY WHETHER INDICATED IN THE DRAWINGS OR NOT. 12. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND RECEIVE THEIR PRIMARY POWER FROM THE HOUSE WIRING. SMOKE DETECTORS ARE TO BE LOCATED PER APPROVED PLANS AND AS REQUIRED BY CODE. 13. EXHAUST FANS AT BATHROOMS AND UTILITY ROOMS SHALL BE RATED AT 50 CFM AT .25 W.G. OR GREATER. VENT ALL EXHAUST FANS TO THE OUTSIDE. EXHAUST DUCTS ARE TO BE CONSTRUCTED OF SMOOTH BORE, NONCOMBUSTABLE MATERIALS, AND ARE TO BE INSU- LATED AS REQUIRED BY THE IRC. MATERIALS LEGEND ~ EARTH/COMPACT FILL — GRAVEL / POROUS FILL — CONCRETE — SIPS / RIGID INSULATION — BATT / LOOSE FILL INSULATION— WOOD: ROUGH FRAMING WOOD: BLOCKING- WOOD: PLYWOOD- GYPSUM WALL BOARB- GLU-LAM BEAM - SYMBOLS LEGEND EXISTING WALL TO REMAIN- EXISTING WALL TO BE-DEMOLISHED - NEW WALL — CENTER LINE - WINDOW MARK — DOOR MARK SMOKE DETECTOR - SECTION MARK — DETAIL MARK & BUBBLE — REVISION CLOUD & MARK— ~ Bebede\cSel’ ENERGY CODE DATA ALL WORK SHALL CONFORM WITH REQUIREMENTS OF THE 2006 WASHINGTON STATE ENERGY CODE. BUILDING TO COMPLY WITH OPTION IV PRESCRIPTIVE REQUIREMENTS FOR GROUP R-3 OCCUPANCY. RESIDENCE AREA CALCULATIONS: HTD. FLOOR AREA GLAZING AREAS (see A5.1) % GLAZING 2,303 SF THE FOLLOWING MINIMUM COMPONENT REQUIREMENTS APPLY 315.2 SF = 265.4 SF (WINDOWS) + 49.8 SF (DOORS) 315.2 SF /2303 SF = 13.7% TO ALL NEW CONSTRUCTION UNDER PRESCRIPTIVE OPTION Il (<15% GLAZING): HEATING SYSTEM: RADIANT / ELECTRIC HVAC EQUIP. EFFICIENCY: HIGH / 100% GLAZING / FLOOR AREA: 15% (SEE ABOVE) VERTICAL GLAZING U-VALUE: 0.35 MAX OVERHEAD GLAZING U-VALUE: 0.58 MAX DOOR U-VALUE: 0.20 MAX FLAT CEILING: R-38 VAULTED CEILING: R-30 WALL ABOVE GRADE: R-21 WALL BELOW GRADE (INT): R-21 WALL BELOW GRADE (EXT): R-10 FLOOR: R-30 SLAB ON GRADE: R-10 MECHANICAL VENTILATION WHOLE HOUSE VENTILATION PROVIDED BY EXHAUST ONLY, WITH THROUGH-WALL OUTDOOR INLETS PROVIDING 4 SQ. IN. NET FREE AREA PER HABITABLE AREA. FAN IS LOCATED IN THE BATHROOM AND IS ON A TIMER TO OPERATE PER WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (2006 EDITION), SECTION 303. PROJECT INFORMATION BUILDING AREA EXISTING PROPROSED TIONS (PROPOSED) Nava TY BOER BASEMENT. yc) 840.4 SF t Mp OSE POUT 962.0 SF 926.9 SF hr -OUT BASEMENT “ SSR? GE ra = DRIVE 962.0 SF 2,808.0 SF (INCREASE: +1,341.0 SF) ) PROPROSED DEAK éBAECONYCHRORGHPOseD DMP 1,013.3 SF GARAGE 980.0 SF 280.0 SF (UNCHANGED) IBKibus area caLcuamions @prorosen 2%’ SF 1,298.3 SF _ (INCREASE: +796.2 SF) 445.46 = DECK EAST OF HOUSE AIG PC EVERACEVOML STAIA TIONS BST SIGE FOOTER PROPOSED PERVIOUS!/ARBIO SF BUILDING FOOTPRINT (GARAGE): 980.0 SF DECK / STAIR FOOTPRINT: 582.0 SF TOTAL: 1925.9 SF K——— LOT SIZE CALCULATION: 1,925.9/ 33,363 SF = 0.058 (5.8%) PARCEL #985210201 (1): 837 SF (0.019 ACRE) 5 8% < 35%, PARCEL #985210201 (2): 32,526 SF (0.7467 ACRE) bial TOTAL: 33,363 SF (0.766ACRE) (1 0.K. BY CODE IMPERVIOUS / PERVIOUS SURFACE CALCULATIONS PERVIOUS AREA CALCULATIONS (PROPOSED - INCLUDED EXISTING, RELOCATED HOUSE): DECK EAST OF HOUSE: 445.46 SF (*NOTE: PART OF DECK OVER IMPERVIOUS AREA) ENTRY PORCH, WALK, STAIR: 412.08 SF TOTAL: 857.54 SF IMPERVIOUS AREA CALCULATIONS (PROPOSED - INCLUDED EXISTING, RELOCATED HOUSE): HOUSE FOOTPRINT: 1,063.92 SF WALK-OUT BASEMENT: 136.51 SF GARAGE: 281.71 SF DRIVE: 186.86 SF SITE WALL @ GARAGE: 30.87 SF TOTAL: 1,700.00 SF | 1,700/ LOT SIZE CALCULATION: 33,363 SF = 0.051 (5.1%) : < PARCEL #985210201 (1): 837 SF (0.019 ACRE) ae cont PARCEL #985210201 (2): 32,526 SF (0.7467 ACRE) Tk TOTAL: 33,363 SF (0.766ACRE) [- NO ON-SITE DRAINAGE REQ'D. GRADE: AVERAGE SLOPE @ SITE SITE SLOPES FROM SOUTHWEST TO NORTHEAST, WITH CRITICAL STEEP SLOPE @ EAST PORTION OF LOT. AVERAGE SLOPE OF ENTIRE PARCEL = 130' (RISE) / 220' (RUN) = 0.59 OR 59% SLOPE GRADE: AVERAGE GRADE @ HOUSE / BUILDING HEIGHT CALCULATION AVERAGE GRADE @ HOUSE DETERMINED BY AVG. OF (4) POINTS 10'-0" FROM EDGE OF HOUSE: POINT "A" (NW CORNER) = +121.00' ABOVE SEA LEVEL POINT "B" (NE CORNER) = +121.00' AVERAGE GRADE @ HOUSE = POINT "C" (SW CORNER) = +127.50 A+ B+C+D = 499 FT. / 4 =|4124.75' + 128.50' POINT "D" (SE CORNER) GABLE END HEIGHT (H1)= +13.0625' | BUILDING HEIGHT OF HOUSE =(Hi) + (H2)/2 = ROOF RIDGE HEIGHT (H2) = +24.344' | 43.4! + 24.3'/2 = 37.4/2 = 18.70' OR +143.45' ABOVE SEA LEVEL (see drawing A0.1 for diagram) CODE INFORMATION ALL WORK SHALL BE IN COMPLIANCE WITH THE CURRENT CODES AND ANY AMMENDMENTS TO THOSE CODES ADOPTED BY THE CITY OF PORT TOWNSEND (PTMC 2005), INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 2009 INTERNATIONAL BUILDING CODE PLUS PORT TOWNSEND AMMENDMENTS (IBC) 2009 INTERNATIONAL RESIDENTIAL CODE PLUS PORT TOWNSEND AMMENDMENTS (IRC) 2009 INTERNATIONAL MECHANICAL CODE PLUS PORT TOWNSEND AMMENDMENTS (IMC) 2009 UNIFORM PLUMBING CODE PLUS PORT TOWNSEND AMMENDMENTS (UPC) 2006 WASHINGTON STATE ENERGY CODE PLUS PORT TOWNSEND AMMENDMENTS (WSEC) 2006 WASHINGTON STATE VENTILATION CODE AND INDOOR AIR QUALITY CODE PLUS PORT TOWNSEND AMMENDMENTS (VIAQ) 2009 INTERNATIONAL FIRE CODE PLUS NATIONAL FIRE CODE ASSOCIATION AND PORT TOWNSEND AMMENDMENTS (IFC) PROJECT INFORMATION, CONT. OWNER(S) FRANK WHITE ASSESSOR'S PARCEL NUMBER 985210201 ZONING SECTION: 35 SECTION: SE1/4 TOWNSHIP: 31N RANGE: 1W ARCHITECT / APPLICANT RICHARD HINER ARCHITECTS, PLLC 5337 BALLARD AVE. NW SEATTLE, WA 98107 (206) 783-8222 RICK HINER, JIM WILHELM GENERAL CONTRACTOR SOLUTION BUILDING, INC. P.0. BOX 761 PORT TOWNSEND, WA 98386 (360) 301-4191 ROB GRUYE STRUCTURAL ENGINEER CT ENGINEERING, INC 180 NICKERSON STREET - SUITE 302 SEATTLE, WA 98109 (28) 285-4512 PETER J. HART SITE ADDRESS 2208 WALNUT STREET PORT TOWNSEND, WA 98368-3607 LEGAL DESCRIPTION PETTYGROVE'S 2ND, TAX 3 (PART OF BLKS 102 & 103 (ENGLD) W/ PTN VAC OAK ST ADJ PROJECT DESCRIPTION DEMOLISH (E) GARAGE AND BUILD NEW; RELOCATE (E) RESIDENCE W/ (N) ADDITIONS & ALTERATIO CMIL ENGINEER STREAMLINE ENVIRONMENTAL, INC. 715 GRANT STREET PORT TOWNSEND, WA 98386-2405 (360) 821-9960 EVERETT A. SORENSEN, P.E. LANDSCAPE ARCHITECT TOM ZACHARY LANDSCAPE ARCHITECTS 5337 BALLARD AVE NW SEATTLE, WA 98107 (206) 789-5645 TOM ZACHARY GEOTECHNICAL ENGINEER STRATUM GROUP 1451 GRANT STREET BELLINGHAM, WA 98225 (360) 714-9409 DAN MCSHANE VICINITY MAP- PORT TOWNSEND A. LOCATION MAP . ddd Ss PROJECT Loca: HASTINGS AVE. 9. oe ® G a y ree PORT TOWNSEND 4 aa 7, STINE PARK LOCATION MAP-PORT TOWNSEND r\Ye 4 4 eo we wf W ST. CH E R p ST WORDE . STATE g K uy P<) Ww a [aa S a oa . + Bs [-” + EISENHOWER [AVE, | . PROJECT LOCATION: a] ZLLELELESL 5 GY 2208 wy ST. s SHEET INFORMATION DRAWING INDEX: A0.0 COVER SHEET A4.1 WALL SECTIONS AO.1 SITE PLAN AS.1 SCHEDULES, NOTES _ STORMWATER SITE PLAN L.1. LANDSCAPE / PLANTING PLAN $0.1 FOUNDATION, FIRST FLOOR FRAMING PLANS $0.2 2ND FLOOR, ROOF FRAMING PLANS A2.1 BASEMENT, FIRST FLOOR PLANS A2.2 SECOND FLOOR, ROOF PLANS $1.0 STRUCTURAL DETAILS $1.1. STRUCTURAL DETAILS A3.1_ BUILDING SECTIONS $1.2 STRUCTURAL DETAILS A3.2 BUILDING SECTIONS $1.3 STRUCTURAL DETAILS A3.3 EXTERIOR ELEVATIONS $1.4 STRUCTURAL DETAILS A3.4 EXTERIOR ELEVATIONS NOTICE: Plans are approved excepting | Permit No. - any errors of omissions. All work must . pass Inspection in conformance with | ®Y: CALL all applicable codes and regulations. "ak ai aaa pro — = } 1] { tT | | RUDI -179 CITY OF PO} JWNSENI a TEPROVED Date: |O ls /he Building Official CITY OF PORT TOWNSEND PE R M I T SE T SHEE FILE CO” mr eI F r F al A ~= am a n 8 ee e BUILDING HEIGHT CALCULATIONS - HEIGHT BUILDING HEIGHT CALCULATION: DIMENSION 'E' = HEIGHT OF GABLE END (ABOVE AVG. GRADE) = 13.0625' DIMENSION 'F' = HEIGHT OF ROOF RIDGE (ABOVE AVG. GRADE) = 24.344' DIM. 'E' + DIM. 'F'/ 2 = 37.40625 / 2 = 18.70! BUILDING HEIGHT BUILDING HEIGHT CALCULATIONS - GRADE AVERAGE GRADE CALCULATION (SEE POINTS A, B, C, D ON SITE PLAN 1/A0.1 BELOW - LOCATED 10'-0" FROM PERIMETER OF BUILDING): POINT 'A' = +121.00 FEET ABOVE SEA LEVEL POINT 'B' = +121.00 FT POINT 'C" = +127.50 FT POINT 'D' = +128.5 FT A+B+C+D = 499 FT /4 = (AVERAGE GRADE) 2 =2 4 ' - 4 1/ 8 " DI M . 'F ' +130.00' DI M . 'E ' =1 3 ' - 0 3/ 4 " FIRST FLOOR - T.O. FIN. BL D G . HE I G H T =1 8 ' - 8 3/ 8 " (> BUILDING HEIGHT CALCULATION DIAGRAM / ELEVATION 124.75) _ ~ AVERAGE GRADE SCALE: = 1/8" = 1'-0" OFFICIAL TOP OF BANK —\ \ \ PER SURVEY \ \ \ \ CENTERLINE OF = | \ RIGHT OF WAY | | \ | \ \ PROPERTY ! | LINE | \ l\ l \ CENTERLINE OF _ a RIGHT OF WAY \ UN APPROXIMATE - ef ve CURB / SHOULDER v UX OF ROAD-BED AT | Py Ps WALNUT STREET | rs v (DUE WEST OF PROPERTY) | NY Jo 26'-0 7 17-0" ; a 5-0. WIDTH OF ROAD-BED Qx* FRONT WAU \ BACK FO! | RELOCATED RESIDENCE oy x) ® /e LOCATION OF SURVEY PIN- FROM SURVEY: "T.B.M. T.E.= 122.49' PIN WAS FOUND S 76°49'56" E, 0.45' FROM CALCULATED LOT CORNER DOWNSPOUT (D.S.) WA L N U T re f e r é s i d e Ri d n d n s i o n ™ (N) RIDGE @ ROOF DOWNSPOUT (D.S.) (2) TANDEM 62 ' - 8 ' \ NEW WOOD DECK ‘ \ ‘, \ \ Na \ \ \ \ \ \ \ \ \ \ \ \ \ S \ ‘ \ \—— LINE OF EXISTING WOOD DECK \. Fi \ TO BE REMOVED, \ \ y \ \ ‘ \ \ Ny \ \ NEW LOCATION FOR\ 4 \ , RELOCATED RESIDENCE \ \ , \ \ \ \ \ A \ \ \ \ \ \ \ \ \ } \ \ \ \ \ \ \ \ \ \ \ \ REMOVE EXISTING LAWN AND INVASIVE SPECIES (SUCH'AS ENGLISH IVY) WITHOUT DETRIMENTALLY IMPACTING THE.BUFFER. RE-ESTABLISH\NATIVE PLANT PALETTE AND RECLAIM AREA PREVIOUSLY UNDER DECK AND CRAWL SPACE. ‘ \ \ \ \ ’ \ \ \ \ LINE INDICATING APPROXIMATE AREA FOR RE-PLANTING & RE‘ESTABLISHING NATIVE \ PLANT MATERIAL (AREA = +/- 1650 SF), \ \ \ \, | ‘ _ pi t — Se Oh = —-— CC \ ‘ \ \ N \ \ \ \ \ \ \ ‘ FOOTPRINT OF EXISTING SINGLE FAMILY RESIDENCE - LOCATION SHOWN W/ THICK DASH PARKING SPACES SHOWN DASHED: DRIVEWAY SPACE = 8' X 16' (COMPACT) GARAGE SPACE = 9' X 19' (STANDARD) 77 ' - 6 " (N ) DR I V E W A Y cl 8' - 0 " PERVIOUS WOOD WALK, ENTRY, STAIR FOOTPRINT OF EXISTING GARAGE TO BE DEMOLISHED - SHOWN W/ THICK DASH NEW GARAGE STRUCTURE (N) RIDGE @ GARAGE ROOF Sf RELOCATED PAVED DRIVEWAY LOCATION OF SURVEY PIN 17-0" 16-3" 20'-1 1/2" (4) SITE PLAN \Y scate: 4/8" = 1-0" af PERMITTED FRONT-YARD SETBACK FOR (N) GARAGE NEW CONC. SITE WALL (12'w X 18'h) NORTH PE R M I T SE T WH I T E RE S I N E N C E SI T E PL A N - PR O P O S E D SHEET NL AQ OF Site Evaluation Findings: 1. The June 2009 Geology Hazard Assessment prepared by Dan McShane, LEG, of the Stratum Group of Bellingham, WA, reports “the upland portion of the subject property consists of a gently sloping area underlain by sandy to gravely recessional outwash soils.” 2. Streamline Environmental, Inc. (Streamline) agrees with Mr. McShane’s recommendation that “Soils are well drained on the site and should readily infiltrate stormwater.” 3. Streamline confirmed that site lithology consists of highly permeable, medium-to-coarse sandy soils, which are conducive to stormwater infiltration. 4. Asoil perc test hole revealed sandy topsoil with high organic content from 0 to 4 inches below ground surface (bgs). Medium-to-coarse-grained sandy soil from 4 to 22 inches bgs contained decreasing organic content with depth. Percolation testing conducted by Streamline on May 24, 2010, according to procedures outlined in Port Townsend Engineering Design Standards, Chapter 4, showed an infiltration rate of 2.0 minutes per inch. 5. Existing topography north of the proposed foundation, that will remain undisturbed and that will not direct run-off (directly) toward the bluff nor toward Walnut St, should allow surface infiltration rather than causing run-off. 6. Mature vegetation on the property's north yard will help to minimize erosion by stormwater. 7. Downspout dispersion onto vegetated ground surface, rather than below- grade infiltration trenches, will not require disturbing sediments and vegetation northward from the new foundation position, as would occur with trenching to install conveyance piping (parallel to the top-of-bank) connecting to any subsurface infiltration system. Stormwater Construction Notes: 1. The Owner and his Contractor shall be responsible at all times for preventing silt-laden runoff from discharging from the project site. The designated emergency contact person noted here shall be available by telephone on a 24-hour basis throughout construction until the project is complete and approved. Designated Emergency Contact: Frank White, Phone: 360-385-9976 2. The implementation of this Erosion and Sedimentation Control (ESC) Plan and the construction, maintenance, replacement and upgrading of these ESC facilities is the responsibility of the Owner and/or Contractor from the beginning of construction until all construction is complete and accepted and the site is permanently stabilized. 3. The Owner and/or Contractor shall inspect all Erosion and Sedimentation Control (ESC) facilities on a frequent basis and immediately after each rainfail. The ESC facilities shall be maintained as necessary to insure their continued effectiveness. All sediment must be removed from silt fences, straw bales, etc. prior to the sediment reaching one half of the maximum potential depth. 4. The Contractor shall notify Everett A. Sorensen, P.E. (360-821-9960) upon discovery of poor soils, unanticipated conditions, or discrepancies in the existing conditions as noted. 5. Grading should be conducted according to accepted practices, with emphasis on the following: a. Grading shall take place in such a manner so as not to obstruct or otherwise interfere with the natural drainage flows through the site; b. The area receiving fill material shall be prepared by removing vegetation, non-complying fill, topsoil, and other unsuitable material and scarify the surface to provide a bond with the new fill: c. Fill material shall not contain organic material such as wood or sod, and rock or other similar irreducible material with a maximum dimension greater than 12 inches; d. The fill material shall be placed in relatively thin horizontal layers and be compacted to at least 90% of maximum dry density (95% for driveways and berms); e. Slopes shall be no steeper than 2 horizontal to 1 vertical (2:1) 6. Naturally occurring soil and vegetation in the northern yard where dispersion is proposed shall be preserved to the maximum extent possible, in accordance with Ecology’s Stormwater Management Manual for Western Washington, BMP 5.13. Response to City’s Comments from Revision 1 (submitted June 28, 2010): 1. Most of the north yard that would receive house roof downspout flow has slopes of less than 20%. There is one portion of the north yard sloped up to about 30% downward to the north for a distance of several ft. However, this area is fully vegetated and will be preserved. In a telephone discussion July 29, 2010, between Mr. Everett Sorensen, P.E., and Mr. Dan McShane, LEG, it was agreed that the north yard and Walnut Street Right-of-Way will effectively infiltrate downspout discharges without causing surface flows nor exacerbating drainage problems on the west side of Walnut at V Street. 2. Aconstruction entrance will be located at the existing driveway apron. 3. The driveway will slope to ditches/swales on Walnut St. The existing ditch on Walnut Street along the subject property functions except at the location shown on this plan about 66 ft north of the survey pin where accumulated sediment disrupts ditch flow causing stormwater flow along the east side of Walnut St to cross to the west side, contributing to stormwater flooding the intersection at V St. The applicant shall be responsible for enhancing the Walnut St ditch/swale by excavating and removing 20-30 cubic ft of accumulated sediment, and restoring native vegetation. 4. The west half of the replacement garage would drain into a vegetated strip less than 50 ft in length, followed by the enhanced swale/ditch along the driveway and Walnut Street. ~30! ——— i Existing accumulation of sediment in ditch causes 4 stormwater flow to cross street from east to west. Ditch i / enhancement to include excavation and removal of an a estimated volume of 20-30 cubic ft of sediment, in order to [- re-establish the eastern road-side ditch. To be completed “e by applicant. | Vegetated north yard with naturally- occurring sandy soils and slopes of 10 to 20%, well-suited for stormwater surface infiltration, to be preserved to the maximum extent possible Soil Perc Test Hole e@ \ ; All House Roof Run- | | 50' Off Directed to North | and Northwest \ 7 ; . \ 7 79 | Typical Downspout & 124 H Splash Block a Existing Ditch . ry a! ) s+ -——. Cc o S | es. Construction Entrance 1 1 1 1 1 1 1 1 \ 1 \ 1 | ! | i i i i \ pi L 1 i i I | ; 1 \ i 1 ! ! : 1 | i I , H i af “<; * % i 1 1 Kote 7 ; ; ! \ oe =~ / i t t 1 f L H 1 i a a rat i f \ I, H ! f , _. 1 \ ‘ ‘ *. < i . \ : ara E \ ‘ i 7 “ = 4 \ : ry : i are a" a < ass), . i | Z r weeeeee \ \ Wg rae } < *, a oe 7 ~ f : & Se MoO ff pra EE EEE HEN By es Rememerr memmmemeres e ‘s ee eg i ee : ~ : ee ee z = ~3LY ea \ 4 2 3: = = = Sat aa" ‘ ee i : : ee cs : : ae . = \ poosoe= \ ae : : i a a8 a may ee ey {= ~ Se Lee 1 ees ae 2 Ee ae \ tl fs Sete eitee v Ee coe : \ a : : : ne 1 Se i < \ I rs i wa ‘3 ‘ coe : Seer : sae 1 eee ss i \ 5 = i = ’ = ee : : \ : : : \ epeereeus + : He aaue: ‘ ae : = = ee , “1: = # : = ‘ E & % is * ‘ aS s \ = : = : ae \ \ \ <1500 5 Z ee = : 1 1 = 2 e oe ‘ 1 é - \ cE i 1 ae fe Se ee ( ' ~ . : Le \ 2 . a ee ad ocetinocgcictes i a : cL ae eee sg: ‘ . 2 “Existing Proposed . a : peed House , House ee Footprint _ Footprint Repositioned as needed to prev soil erosion / Garage A?® Sole Downspout & Splash Block in Southeastern portion of parcel drains ee 0) is 43 a Straw Mulch applied Filter Fabric Fence Notes: 1. A filter fabric fence installed horizontally, downhill of construction area, located approximately as shown, may be necessary to prevent off-site transport of sediment during construction. 2. 4 ft fence posts of 2x2 lumber, or larger, or better, shall be spaced approximately 6 ft apart, or less, over the fence length. 3. A wire support fence shall be secured to the uphill side of the fence posts from the ground surface to at least 24 inches above grade. 4. Filter fabric in a 3 ft minimum width, installed uphill of the wire support fence shall be secured to the wire mesh support fence, and secured to the ground with piled gravel and/or cobbles, le ngth-wise along the fence, as shown in End View. Trenching into site soils shall be avoided in securing this fabric fence, to maintain site soil structure to the maximum extent possible. 5. If multiple pieces of filter fabric are used, they shall be joined at fence posts with 6-inch overlaps and both ends secured to the post. 6. The filter fabric fence shall be inspected during and after each run-off producing rainfall, and if damaged, repaired immediately. 7. The filter fabric fence shall not be removed until the uphi ll area has been permanently stabilized after construction is completed. 8. Sediment accumulating over 8 inches during construction activities shall be removed. After construction, accumulated sediment shall be spread to a uniform grade and seeded. Side View Facing Uphill Filter Fabric Fence Detail B42" Not-to-Scale Filter Fabric top edge End View secured over wire mesh ——— Gravel and/or | cobbles anchor bottom edge of || Fence Att | fabric we | = Downhill NN Ground Surface © ! | \ - ~6 ft post _ functioning. etc. Filter Fabric Fence to prevent off- site sediment transport; positioning based on conditions encountered 2"x2" wood posts ao equivalent Temporary Erosion and Sedimentation Control Notes 1. Temporary erosion and sedimentation contre! (TESC) features shown on this plan are intended to minimize the transport of sediment to surface waters, drainage systems and adjacent properties and should be installed prior to construction activities. 2. Features shown are the minimum required, and should be upgraded as needed for unexpected storm events and modified for changing site conditions. 3. Construction personnel shall monitor TESC features and maintain them for proper 4. Any areas of exposed soils that will not be c!sturbed for two days during the wet season or seven days during the dry season shall be stabilized by seeding, mulching, plastic covering, 5. Straw mulching, where used for temporary erosion control, should be applied at a minimum thickness of two inches. 6. No clearing of vegetation will be required, other than to remove grass and sod in the location of the proposed basement foundation. 20 AO ft ent Downspout & Splash Block Drains ~180 SF of Garage Property Roof to vegetated strip south of driveway, and to the Boundary Walnut Street ditch STR: ENVIRONMENT, “Snes gai AL Property boundaries, topographic contours and building roof outlines provided by Richard Hiner Architects of Seattle Stormwater Site Plan with Proposed Drainage Features Revision 2 Frank White Property 2208 Walnut Street Port Townsend, WA 98368 Tax Parcel 985210201 Drawn by Everett A. Sorensen, P.E. 360-821-9960 May 25, 2010 Revision 1: June 25, 2010 Revision 2: August 3, 2010 PE R M I T SE T 30 AU G U S T 20 1 0 Wire Mesh Support WH I T E RE S I D E N C E 22 0 8 WA L M L T ST R E E T PO R T TO W N S E N D , WA 96 3 6 8 i / RH SHEET MUNBEt Ete PLANT TYPE -A 2' W X 4" DEPTH WOOD CHIP PATH an Quantity Botanical Name Common Name Size spacing * 127 Gaultheria shallon Salal 1 gal. 2' O.C. 0’ g! . ,; * 52 Mahonia nervosa Dwarf Oregon Grape 4" cont. 2' O.C. / PLANT TYPE D 16 24 23 Polystichum munitum Sword Fern 1 gal. 3' 0.C. ee ee ee * 12 Vaccinium ovatum Evergreen Huckleberry 1 gal. 3 O.C. PLANT TYPE -B SCALE: 1/8" = 1'-0" Quantity Botanical Name Common Name Size Spacing yn ° * 36 Rosa nutkana Nootka Rose 2 gal. 2' O.C. i * 36 Symphoricarpos albus Snowberry 2 gal. 2' O.C. UO a PLANT TYPE -C = Quantity Botanical Name Common Name Size = Nia * 2 Cornus stolonifera Redtwig Dogwood 2 gal. 5'0.C. am * 45 Gaultheria shallon Salal 1 gal. 2'0.C. Ss 8 Polystichum munitum Sword Fern 1 gal. 3' 0.C. - PLANT TYPE C * 3 Ribes sanguneum Flowering Currant 2 gal. 5'0.C. ners PLANT TYPE -D 123 Quantity Botanical Name Common Name Size Spacing < PLANT TYPE B * 2 Amelanchier alnifolia Serviceberry 4'- 5' ht. . 0.C. UO * 51 Gaultheria shallon Salal 1 gal. 2'O.C. N S Myrica californica Pacific Wax Myrtle 5 gal. 8' O.C. = 67 Polystichum munitum Sword Fern 1 gal. 3'0.C. < 124 * PLANT MATERIAL IS NATIVE TO THE OLYMPIC PENINSULA & = = iT PROVIDES FOOD AND/OR HABITAT TO LOCAL ANIMAL SPECIES. fo ran Wy S cc HOUSE NOTES: <|) ez he e ALL EXISTING VEGETATION, INCLUDING LAWN AREA, TO REMAIN UNTIL AFTER CONSTRUCTION IS COMPLETE. aml oN = e EXISTING VEGETATION, IN AREA DESIGNATED FOR RE-VEGETATION, INCLUDES: Turf grass, Acer macrophyllum, U zv < = Hedera helix, Rosa nutkana, Symphoricarpos albus and Rubus armeniacas. NINETY-FIVE PERCENT (95%) OF PROPOSED — S = S ve LANDSCAPE AREA IS COMPRISED OF LAWN, WHICH PROVIDES LITTLE IF ANY HABITAT VALUE OR SLOPE N! a STABILIZATION. = faa } e NO EXISTING TREES SHALL BE REMOVED iN THE SHORELINE ZONE. I~ > e PLANT QUANTITY AND SPACING SHALL PROVIDE A MINIMUM OF 60% COVERAGE WITHIN TWO (2) YEARS OF oe) pal - PLANTING. nn e A TEMPORARY IRRIGATION SYSTEM SHALL BE DESIGNED BY INSTALLER & APPROVED BY LANDSCAPE ARCHITECT. TOP OF BANK e ANY DEAD OR UNHEALTHY VEGETATION SHALL BE REPLACED DURING A PERIOD OF TWO (2) YEARS AFTER INITIAL ae PLANTING. e FINAL POSITIONS OF PLANTS TO BE APPROVED BY LANDSCAPE ARCHITECT BEFORE INSTALLATION. Z, 128 <— | , % rm y peel a a a = = = oe 3 139 . — PROPOSED GARAGE - ~~ % eS S BBrx3es fal) < sy e) a) N & Boys o|\ "3-2 nse 5 Mi AOe fate 1S Z., Le NOTE: = SCARIFY ROOTBALL & D or) SPR bin SL GUBLEeT \ , PLANT SLIGHTLY HIGHER THAN GROWN IN ae re n SEETce1a \\ NURSERY AND ENSURE CROWN IS NOT REGEERED 20 2 OF REGTBALS /) BURIED AFTER SETTLING AND MULCHING. , : - SY \~e 2" DEPTH MULCH ere at | =e Ss 4" WATERING EGMAS B. ZAGHAR “36 AE CERTIFICATE NO. 594 _ BaeIN KZ | Sag Ki 7 BA# lO eles FINISH GRADE \ 5] 5 cq sc 5 v HE Z. Ss & 2) 2 = FILL PLANTING SOIL WITH a © NATIVE SOIL & COMPOST MIX Rel NO RL - SCARIFY EDGE OF EXISTING SOIL——“| rs PLAIN _ FIRMLY TAMP PREPARED SOIL TO 3X ROOTBALL DIA. MIN. PREVENT SETTLING Shrub Planting Detail a ieee THOMAS B ZACHARY } CERTIFICATE NO S94 4) A3.2 m2 (9% A3.3 5 52 1/4" | r-rie 3° \Y 14-3 1/8" 8) LOW CONC. WALL : CONC FOUND WAL | ee —— ee “a FOUR OR MORE RISERS REQUIRE TYP.ATWALK-OUT |}! HANDRAIL ON AT LEAST ONE SIDE LB i ee | _ _ ba = a 2 SSS SS Se eee a | Be UP | CONCRETE SLAB —p—#-H_ r | | _ ATWALK-OUT: =) Hf \| \ < SLOPETODRAN f= _ SAPETY GLAZING: | N S | 7 SIDe= A 7 © _ % . | N 4 a —, — — Le \ | \ © QUAD-LOCK CONC. [. | A | % FOUNDATION WALL’ fF | L-— —— ~~ ~~~ all | ~ system, TYP. | E*H | mem LT ii aK — Ta ~ nn J 5 / eae | afte \ —|5 ba Eitinceen || (Bb ts << | . +4 | ee Oo . : | Ne _\ < a a = — —- — — yy <a =e \ = | “a | Tt : | | | “RB | | 4 hg | GUEST so | | ! BED 3 WORKSHOP | Ba eo _| zl | | . +119.56 | | ‘ = 2) | Ral T.0. FIN. FLR. | fea |S CEILING MOUNTED + 1 | Boa | / S SMOKE DETECTOR | | a ( a ) : i en oF = | ——— BE | STAIR aon & SAREIX GLAZING | Ter Ba Till titma, Fer | | . Rw ~—- Le ante _ _ i feb i _1& Sel fr seer FAL: To 5 iD: 13T @ 11 (A__| 5 = eee eee ee 00 | ee a)) Se CC ————. 77 @ nt ee Ae eC VY | | & a | q =a ert st Zebeta 7 et NEEM 7 | | N (ag) | \ - = | | % \ 7 / (3-33 >| LINEOFFTG—~_| | | | | | > ~ | ! | : & a | 7 i \ = ' | si | i | i = \ | | STOR. UTIL, PS | | | | | SLOPE CONC. — ! i | | SLAB TO DRAIN | | | | (UTILITY AREA) | | | | = | | | n “9/3 5 © = =< = == soul | —=|-PROPERTY LINE | | | 21 | 51-0" a 7-11 3/4" 42 9-7 3/8" 132 10'-6 5/8" | , g2! 202 | 32-0 1/2" ft VAN NORTH <0 2 eo Ba @ © BASEMENT FLOOR PLAN (2) FY scae: 1/4" = 1'-0" 7 WOOD STAIR DOWN FROM DECK TO GRADE GUARDRAILS AT DECK, STAIR A3.2 A3.2 TO COMPLY WITH PT CODE, \ IRC SECTION R312 5'-2 1/4" Q | a tL C3 ) * 14'-3 1/8" CANTILEVERED | PORTION OF WOOD DECK - SEESO.1 6- 9 5/ 8 " BRACKET AT ROOF OVERHANG SHOWN DASHED, TYP. OF 3 (SEE 1/A3.4) DOWNSPOUT A3 1 14 ' - 0 " | CEILING MOU SMOKE bedroom in dwelling units. R315.1 - Carbon Monoxide Alarms: An approved carbon monoxide alarm shail be installed outside of each separate sleeping area in the immediate vicinity of the NEW woop — STOVE | NEW 2X4 W STUD WALL S SHADED, TYP. WN 13 ' - 9 " 25 ' - 1 3/ 4 " FIRST FLOOR PLAN SCALE: 1/4" = {'-0" ke “(8 ‘ 47 “a | we | w ° : ay \ | RI C M A R D HI N E R PE R M I T SE T 1 9 SE P T E M B E R 2 _ = | — }——— __- SS — t >AFETY 4 g 5 Ee GLAZING | up = Ns i aie tl |_ 15R @ 7-1/4" Va : 18R @ 7-3/8" Ba wa | a 2 @-- “|-= f yf ra | BRB KT r es CLOTHES — ti | | | | = CHUTE | | 0 ! 1 | | DINING | ENTRY ------ EF ‘ | ° +130.00 Vie | 3 T.O. 1ST FLR FIN. | i) | }— STONE STAIR | | ON GRADE: | va <30'H < pron = (NO RAIL REQD.) | SHAAING | — — — | a sl —— ‘op 3 a glee 5h su : on 33 | Fa / a = ‘cf Z i} } GZ NEW WOOD DECK, | BOARDWALK - <30'H a Zz | (GUARDRAIL = ‘ NOT REQUIRED) OVe - = C Shrew GLAIING 7 | NEW 2X6 WOOD “ 7 — ——— 40!-6 5/9" STUD WALL SHOWN KA TY aan TU-O IU | SHADED & HATCHED, TYP \i if AON ft 7 . 4 Z 7 an z= 2 AS.4 47 | MN y [ = = aE | ELE = | = | | ay, 4 \ és E VA ® | | | xo | “/ | | 7, GARAGE | | yi : +128,25' | | T.0. 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Z ¢ = r ri w/ E LG Li 8/ G 6- 9 Oh l ie ) EL ub / L ¢ 9 S C a wo © © © 2 LL J Ww (“ ) Or a “ ; Le v ] 20 8 re v | AS 4 7 22 5 #| FL _— : L —— 6 = re v es ae al = ee en — ¢ a ee e se Re ee e Dn , z _ TI T T T I I a —_ —— — —_ — [4 _ | oO TT po e ee ee ee ee e | sa a t ) = _ a Se J La e eT pe e ee ee e ee ee Le a ee ee ae | ee ee ee ae (e ) — : | | “a “4 s | y or ) LO — }| a a as —_ — — et e , —— a —— — — — SC S 2 TS E Re | a ! ! | | | se e en ee ee ! | | | | | | | | | | | AN VA N | | | | | | | | | Lo t s , | | | ! a on oo oo +) | i | \ NK ! | | | | | | ! | | | I ! ! | l = ! ! ! | 9 | | = | ! | a | ! | | | Ww W | | | ! | | ng ! ! 2 ! | a4 | | ! ! = C Ni c [| | | / ‘ fa e ) | | | | Af <= < | | | _ ba | CD os | ! 7 HT AP N E ] | 2 | | | ! | | | | | N | &) - 4 : : : | | | | | © | | | ! ! | | | | | | : | ! | | | ! ! | ! | : ! | ~ ! | ma r : ! ae ¢ N | | x ! | 3 2 | | | >? | — io + — | | | ro TP \ xy ee ee ee ne ; | | . | ~ a a ee ee | ee ee ee ee (e s ee ee es ee ee |e ee & | Sp a a a Se l | ~ \ ow LA g ! S o— — — eo ) oN ) | ~ | NM ] | | | | | | ! ! | -_ TI N | ! 33 ki | | ee ee e | LL i ai e | ! | | ! | | | | | aN | | | r al — — —— } 4, — Lt o. — — oS Se SS eS SE =. SS SS Sa SS Se a ee a w ‘ | Ne g =< he d | ; ne = ye I [ o S - = S wi he bg — ay Fa s Oe => => ae ° ES Ww | Z2 s y = | ew EW ES S | 38 a= Sa Le ] ) SR E B S5 8 __ _ 8 = Be S| y ev Le v Le v - |. , Z | ¢ N | | - u8 / ¢ 67 9 iO 16 7 8 f w/ L G- 9 W/ E NT A () ©) © <) +149.09" T.0. ROOF RIDGE oe $139.10 2) SCALE: ‘Y’ 2ND FLOOR - FIN. FLR. — —— mm | | | | , +130.00 | ‘1ST FLOOR - FIN. FLR. fl . | | | | | | | | | | | , +119.56' Jl. ‘YY BASEMENT-T.0.SLAB (iwi (ititi‘“‘“];*SC*‘i - | a ; BUILDING SECTION - LOOKING NORTH 3 SCALE: —_ 1/4" = 1'-0" » +149.09" T.0. ROOF RIDGE +139.10' PE R M I T SE T a i / i 2ND FLOOR - FIN. FLR. +130.00' 1ST FLOOR - FIN. FLR. +121.89' STAIR LANDING os +119.56' BASEMENT - T.0. SLAB /¢ BUILDING SECTION - LOOKING NORTH 1/4" = }'-0" +149.09" T.0. ROOF RIDGE +139.10' 2ND FLOOR - FIN. FLR. WA I L I I T T E L PL e C I N E A I C T L B1 0 7/ 8 -e +130.00' 1ST FLOOR - FIN. FLR. +119.56' BU I L D I N G SE C T I O N S BASEMENT - T.0. SLAB (4 BUILDING SECTION - LOOKING NORTH SCALE: = 1/4" = 1'-0" (E) (D) ¢) (B) (A) : aS l 2 | = +149,09" _ _ L_ | = {ss 2 OPP.) oi T.0. ROOF RIDGE | AA.t o | | | | .s l = l | | | . : | l | | | l | | | 4 | | | | | | | | AL +139.10' _ : _ | | | “¥” 2ND FLOOR - FIN. FLR. | | i, | I \ i | 4 | a U | i= =\ | ! i | | | ( | i | \ | | : / | AN a | , LONI | | e +130.00' _ _I | | 1ST FLOOR - FIN. FLR. | | ee | | nN ...,..°» °° i | _ | H | tA I aaa = ! AF , 0 rf | i | | I | | | | | | Le A | | | ! Gor “NN A oie) rf | aa | | | AL +119.56' 7 o _ |e ; | i | ‘BASEMENT - T.0. SLAB TT l | | re BUILDING SECTION - LOOKING EAST “SCALE: 1/4" = 1-0" 2 Sec. R311.5.2 (IRC) The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. Section R303.6 - Stairway Illumination: All interior and exterior stairways shall be provided with a means to illuminate the stairs including the landing and treads. E) OD) (ey B) A) +149,09" _ _ ; T.0. ROOF RIDGE | } | | | C RONG EONS) | SOR Onn Zz a ! [ T 1 | ra | v. LL Y LL rae FLR. 7 i | | - aL | i | i | | s | Vv 7] Sip — | J » +130.00! ll T == ‘Y1ST FLOOR - FIN. FLR. “TN ——L \ / / — i | 7 a te | n /\\ /\\ H S / | \ / | \ | S | 4 y i Tp) | | | \ / \ / VT oO ™u | | ——— \|/ Vl | = +119.56 _ A | ne Os GQ) Os 0 ee ii I | = BASEMENT - T.0. SLAB EEE Dn Te i SHEET NL { BUILDING SECTION - LOOKING EAST A3 “SCALE: 1/4" = 1-0! x I, +142.56 ‘’ RIDGE AT NEW GARGE WOOD SHAKE SIDING AT GARAGE ———--______ | +149.09" T.0. ROOF RIDGE DIAGONAL WOOD BRACKET AT ROOF OVERHANG - SEE 7/S1.2 +139.10° TO MATCH RESIDENCE 2ND FLOOR - FIN. FLR. CT T Tr t I TT TT ] +130.00' = +130.00' +128.00' ‘ T.0. GARAGE SLAB 3 SOUTH ELEVATION - GARAGE " SCALE: 1/4" = 1'-0" +149.09" 1ST FLOOR - FIN. FLR. PE R M I T SE T ar e ee ee +119.56' — LEY SCALE 1/4" = 1!-0" T.0. ROOF RIDGE STANDING SEAM METAL te | cp +139.10' BASEMENT - T.0. SLAB Le SOUTH ELEVATION ET +t I ‘Y QND FLOOR - FIN. FLR. ia ” LU T T E t y FOLDING GARAGE DOORS WOOD WATERTABLE TO MATCH PROFILE, ELEVATION AT RESIDENCE ce +130.00' Th e ‘1ST FLOOR - FIN. FLR. CONC. FOUNDATION WALL DIAGONAL WOOD BRACKET AT ROOF OVERHANG +119.58' BASEMENT - T.0. SLAB (4) EAST ELEVATION SCALE: 1/ " — 4.9" | eprenie eee u C 1 u c d u O U F s op) = = < en im ce = ce 5 SHEET h +139.13' 2ND FLOOR - FINISH AL +130.00 +139.10' _ : 2ND FLOOR - FINISH ‘\ T.O.FINISHFLOOR AL +129.06" T.0. HEADER @ WINDOW, TYP. ‘7.0. FINISHFLOOR ‘" T.0. CONCRETE FOUNDATION WALL TO BE WATER- PROOFED PER IRC R406, TYP. 10 ' - 0 " . 8' - 6 " JENIN ee - 10 ' - 0 " FOUNDATION WALL TO BE WATER- PROOFED PER IRC R406, TYP. ae s & Ey B 4 B ° a0 b ° oe (| ° Tu Ob Gy 4 IN S iS b x 3 s EE E Ft A F- - - - E H - C H H | OO a A Ps ee e ho e ee #4 @ 10" (HORIZ) > 2" RiGID . $119.56 T.0. BASEMENT SLAB FOUNDATION DRAIN — 9' - 7 3/ 4 " INSUL. OVER VAPOR BARR. T.0. BASEMENT SLAB i 9 GE a CL R . a ec SS — 5 Ss =a = a i oy fo) nf peg 0 1/4" : 1 2 1/4" } ° | + Hy |" x | : | ; ;— 2°RIGID | INSUL. OVER \ VAPOR BARR. : im FH 5 L A ER dee “ Pa jeeecece ._ BOETE eee (= = "> 79 1/8" L 4" CAPILLARY BREAK, TYP. CL R . TET _WALL SECTION @ SOUTH WALL / RAKE CONDITION SCALE: = 3/4" = 1'-0" BREAK, TYP. WALL SECTION AT WEST WALL / EAVE CONDITION 3/4" = 1'-0" PE R M I T SE T EX I S T I N G ST R U C T U R E NE W CO N S T R U C T I O N BA S E M E N T , 1S T FL O O R = | RE F L E C T E D CE I L I N G / EL E C T R I C A L PL A N S > DOOR TYPES (EXTERIOR = E_; INTERIOR = |_) EXTERIOR DOORS 4-0" an 2-8" 28) ae" — DOOR TYPE -1 DOOR TYPE - 2 DOOR TYPE - 3 (GARAGE DOOR) glazing area = 8.6 sf glazing area = 3.4 sf glazing area = no glazing INTERIOR DOORS varies varies 4'-0" 4'-0" + varies L. | L_/| & & & & & | DOOR TYPE - 4 DOOR TYPE - 5 DOOR TYPE - 6 DOOR TYPE - 7 DOOR TYPE - 8 WINDOW TYPES “11 1/2" | \ go | 10 1/2" 4-0" =H 12" 30" & 1-6 1/2" | | E 2-0" | » ° N & > OF im: Tt ov ae: winpow (A) WINDOW WINDOW winpow ¢C ) winDow (C1) wiInpow (D ) WINDOW WINDOW (E ) 2) soy 2-4 1/2" | | | 64! T 5-1" 4-0" | 1 || = LN _ A = us ip + ee MS winDow ¢ F winnow <6) wiInpow (H ) winpow ¢ J.) window ¢K window ¢L.) L 4'-0" | | 8-8 + | | oo . —F @ winpow <M) window ¢N») window <P.) wINDow (Q) GENERAL NOTES - WINDOWS & GLAZING 1. ALL WINDOW & DOOR GLAZING TO BE LOEWEN METAL CLAD (BLACK), WITH FIR INTERIOR, HP3 TRIPLE GLAZED, LOW-E WITH ARGON, UNLESS OTHERWISE NOTED. 2. VERIFY ALL WINDOW DIMENSIONS. 3. PROVIDE ROUGH OPENINGS PER MANUFACTURER'S RECOMMENDATIONS. 4. SAFETY GLASS & GLAZING SHALL BE ACCORDING TO INTERNATIONAL BUILDING CODE REQUIREMENTS. 5. ALL UNITS SHALL HAVE OPENABLE ESCAPE DOORS OR WINDOWS W/ MIN. REQUIREMENTS OF: 5.7 SQ. FT., 20" WIDTH, 24" HEIGHT, SILL MAX. 44" ABOVE FLOOR IN ACCORDANCE TO THE IBC REQUIREMENTS. 6. ALL VERTICAL GLAZING SHALL BE ALUMINUM CLAD WOOD WINDOWS BY LOEWEN OR APPROVED EQUAL W/ U-VALUE OR 0.40 OR BETTER, SAFETY GLASS WHERE REQUIRED. DOOR GLAZING SHALL BE BRAND OR SIMILAR W/ U-VALUES OF 0.40 OR BETTER, SAFETY GLASS WHERE REQUIRED. DOOR SCHEDULE NO. ROOM / FACADE DESCRIPTION TYPE | PANEL DIMENSIONS QTY. AREA U-VALUE | UxA MATERIAL SAFETY GLAZING COMMENTS (S.F.) GLASS TYPE Bl BASEMENT BED 1 / NORTH EXTERIOR DBL. SWING 1 (2) 2'-0'W x 6-10'H 1 PAIR 8.6 SF B.2 BASEMENT LIVING / NORTH EXTERIOR SWING 2 3'-0'W x 6-10"H 3.4 SF B.3 BASEMENT WORKSHOP / SOUTH INTERIOR DBL. SWING 7 (2) 2'-6'W x 6'-10"H 1 PAIR B.4 BASEMENT BATH / NORTH INTERIOR SWING 4 2'-6'W x 6'-10"H B.5 BASEMENT STORAGE / EAST INTERIOR DBL. SWING 8 (2) 2'-0'W x 6'-10'H 1 PAIR B.6 BASEMENT UTILITY / EAST INTERIOR DBL. SWING 8 (2) 1'-6"W x 6'-10"H 1 PAIR B.7 BASEMENT UTILITY / WEST INTERIOR DBL. SWING 8 (2) 1'-6"W x 6'-10"H 1 PAIR B.8 BASEMENT BED / SOUTH INTERIOR SWING 4 2'-8'W x 6'-10'H B.9 BASEMENT BED / EAST INTERIOR DBL. SWING 7 (2) 2'-6'W x 6'-10"H 1 PAIR 11 ENTRY / SOUTH EXTERIOR SWING 2 3'-0'W x 6'-10"H 3.4 SF 1.2 MASTER BED / NORTH EXTERIOR DBL. SWING 1 (2) 2'-0'W x 6-10°H 1 PAIR 8.6 SF 1.3 LIVING ROOM / NORTH EXTERIOR DBL. SWING 1 (2) 2'-0'W x 6-10'H 1 PAIR 8.6 SF 14 DINING ROOM / EAST EXTERIOR DBL. SWING 1 (2) 2'-0'W x 6'-10'H 1 PAIR 8.6 SF 1.5 STAIRWAY / EAST INTERIOR SWING 4 2'-4"W x 6'-10"H 1.6 BATHROOM / NORTH INTERIOR SWING 4 2'-4"W x 6'-10"H 17 ENTRY / EAST INTERIOR SWING 5 2'-0'W x 6'-10"H 1.8 MASTER BED / SOUTH INTERIOR DBL. SWING 7 (2) 2'-0"W x 6'-10'H 1 PAIR 1.9 MASTER BED / SOUTH INTERIOR SWING 4 2'-8'W x 6'-10"H 2.1 BEDROOM SUITE / NORTH EXTERIOR DBL. SWING 1 (2) 2'-0'W x 6'-10'H 1 PAIR 8.6 SF 2.2 STAIR / EAST INTERIOR SLIDING / BARN 6 4'-0'W x 7'-0"H 2.3 BATHROOM / NORTH INTERIOR SLIDING / BARN 6 4'-0'W x 7'-0'H 24 BATHROOM / EAST INTERIOR DBL. SWING 7 (2) 2'-0'W x 6'-10'H 1 PAIR 2.5 BATHROOM / WEST INTERIOR DBL. SWING 7 (2) 2'-0"W x 6'-10'H 1 PAIR TOTALS 49.8 SF WINDOW SCHEDULE - (U-Values are estimated) NO. ROOM / FACADE TYPE ROUGH OPENING QTY. | AREA TOTAL AREA U-VALUE | UxA EGRESS SAFETY GLAZING MODEL NUMBER REMARKS (WIDTH" x HEIGHT’) (S.F.) (S.F.) REQ’D GLASS TYPE A BASEMENT BED / NORTH, EAST FIXED (SIDELITE) 2'-2" X 4'-0" 2 5.85 11.7 0.30 3.51 _- _- _ B BASEMENT STAIR / WEST FIXED 2'-0" X 1'-8" 1 1.75 1.75 0.30 0.53 = = = = C BASEMENT RED / WEST CASEMENT 5'-1"X 3-6" 1 11.25 11.25 0.30 3.38 -- _- = se D BEDROOM / NORTH, EAST FIXED (SIDELITE) 2'-4" X 5-2" 2 9.67 19.3 0.30 5.79 - YES -- ~ E LIVING / NORTH DOUBLE HUNG 3-7" X 5-2" 2 157 31.4 0.30 9.42 -- YES -- - F LIVING / EASE CASEMENT / FIXED 8'-7" X 4'-8" 1 30.9 30.9 0.30 9.27 = = = = MULLED UNIT G DINING / EAST FIXED 2'-0" X 4'-8" 2 6.25 12.5 0.30 3.75 -- - -- -- H KITCHEN / SOUTH, EAST CENTER PIVOT / FIXED 5'-3" X 3-4" 2 14.97 30.0 0.30 9.0 - -- -- -- MULLED UNIT | (NOT USED) - - 2 -- -- = sis = - = - J KITCHEN / EAST (HIGH) CENTER PIVOT 3'-4" X 3'-4" 1 8.03 8.0 0.30 2.4 YES — - _- K BATHROOM / SOUTH FIXED 4'-0" X 2-6" 1 7.0 7.0 0.30 21 _ = _ - L ENTRY / SOUTH DOUBLE-HUNG 2'-8" X 5-1" 1 92 92 0.30 276 = = -- - M ENTRY, GUEST BED / WEST DOUBLE-HUNG 5'-1" X 3'-10" 2 5.86 11.7 0.30 3.51 -- -- -- -- MULLED UNIT N ENTRY / WEST DOUBLE-HUNG 2'-5" X 3-10" 1 5.86 59 0.30 1.77 = : = = 0 (NOT USED) —- -- 1 -- -- -- - - -- -- -- P UPPER BEDROOM / NORTH DOOR SIDELITE - FIXED 1'-2" X 6'-8" 2 4.86 97 0.30 2.91 = _- -- -- Q UPPER BEDROOM / EAST DOUBLE HUNG 4'-0" X 3-7" 4 11.6 46.4 0.30 13.92 - - - - R UPPER BATHROOM / SOUTH DOUBLE HUNG 2'-0" X 3-8" 2 475 9.5 0.30 2.85 - -- ~ - ) UPPER BEDROOM, STAIR / WEST FIXED 4'-8" X 1'-6" 2 3.13 6.25 0.30 1.875 ~ ~ - - T UPPER BEDROOM, SHOWER/ WEST | FIXED 2'-5" X 1'-6" 2 1.46 2.9 0.30 0.87 - - - - TOTALS 34 265.4 SF 79.62 U GARAGE / NORTH, SOUTH** DOUBLE HUNG 6'-7" X 3-10" 2 17.5** 35.0** -- -- - -- -- -- **NOTE: GARAGE WINDOWS NOT USED IN CALCULATING GLAZING CALCULATIONS DOOR GLAZING SCHEDULE HOUSE RATIO NO. ROOM / FACADE TYPE PANEL DIMENSIONS QTY. AREA U-VALUE UxA AREA GLAZING AREA WEIGHTED U (S.F.) 03 LIVING / NORTH EXTERIOR DBL. POCKET (2) 4'-0"W x 7'-0"H 1 PAIR 56.00 0.21 11.76 VERTICAL GLAZING 404.22 0.21 04 LIVING / WEST EXTERIOR DBL. POCKET (2) 4'-0'W x 7'-0"H 1 PAIR 56.00 0.21 11.76 OVERHEAD GLAZING -- ~ TOTAL DOOR GLAZING AREA / UXA 112.00 23.52 DOOR GLAZING 112.00 0.21 AREA WEIGHTED U (UA / AREA) 0,21 GLAZING AREA - TOTAL 265.14 CONDITIONED FLOOR AREA 830.50 GLAZING TO FLOOR AREA RATIO 31.9% A3 2 4 RI C H A R D HI N E R | ST A T E OF WA S H I N G T O N 9 SE P T E M B E R 20 1 0 / 1 PE R M I T SE T ww w . r i c h a r d h i n e r a r c h i t e c t s . c o m | | 20 6 . 7 8 3 . 8 2 2 2 TE L 53 3 7 Ba l l a r d Av e NW Se a t t l e , WA 98 1 0 7 20 6 . 7 8 3 . 7 5 6 2 FA X Ao.1 OF oc = os Ss es cc LL Oo 8 = 38 Lu ro) < = = Y | um roa Y _o ul z= a | FE Ze Li oF Ss 89 NO. = ” uy 5 ir ra} P75) S ” z= ¥ =i ec QO . ss Sz DB SHEET NUMBER: FRAMING NOTES: FOUNDATION SCHEDULE: Qa = 2500PSI LEGEND - FRAMING PLANS: S 1. FLOOR FRAMING 2X8 @ 16" ON CENTER TYPICAL UNLESS NOTED OTHERWISE AND ADDITIONAL FRAMING AS SHOWN ON THE PLANS AND DETAILS. HANGERS SHALL BE SIMPSON LUS28 AT FLUSH FRAMING CONDITION. USE ALL SPECIFIED FASTENERS. my |_ DEN || See Ren Ghee VEIAL (©) EXISTING we post szE& nei GERWalnre- JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED 1/8". HEADERS AROUND FLOOR OPENINGS SHALL BE DOUBLED. JOISTS UNDER AND PARALLEL TOBEARING AND cm | qewcowe,| wradupes 811 (N) NEW sor” SIMPSON POST CAPS eS SEE SCHEDULES SHEAR WALLS SHALL BE DOUBLED TYPICAL ULN.O. | @) : sm > ie | 1-eXCONT.(@) #ALONG ‘esi » NUMBER OF BUNDLED STUDS - * 2, SECURE EACH JOIST TO THE TOP PLATES WITH (3) 0.131" DIA. X 2-1/2", TOENAILED 1-1/2" FROM END. SECURE JOIST TO BAND/RIM JOIST WITH (3) 0.162" DIA. x 3-1/2" FACE NAIL. SECURE RIM TO TOP PLATES WITH 0.148" DIA. x 3-1/4" AT 6" ON CENTER ° | ®) : ret SECURE TOGETHER W/ (2) 0.162'8 X 3/4 @ 8" 0.C. ©” gMPSON BEAM SEAT TOENAILED ULN.O. MINIMUM BEARING FOR JOISTS SHALL BE 1-3/4" AT END SUPPORT. SEE IBC TABLE 2304.9.1 FOR ADDITIONAL FASTENING REQUIREMENTS. (2) | | aorxzr | (3) #4 BA WAY BOTTOM WRI : FB FLUSH BEAM «x 3. WALLS INDICATED ARE BELOW THIS FRAMING LEVEL. SECURE STUDS TO PLATES WITH (2) 0.162" x 3-1/2" END NAIL. SECURE BOTTOM PLATES TO RIMS, JOISTS AND BLOCKING WITH (2) 0.162" DIA. X 3-1/2" AT 8" 0.C. TYPICAL, ULN.O. (F3) | tg | 340x340" | (4) #4 EAWAYBOTTOM iS DB) PROPPED REA CA READER oA SIMPSON BEAM HANGER 4, SEE DETAIL 2/S1.0 FOR TYPICAL HEADER AND TRIMMER / KING STUD CONSTRUCTION. sy | oop | 11/814 a GLUED - LAMINATED BEAM S” gupsonno.ooww see 9st 4 5. FLOOR SHEATHING LAYOUT PATTERN SHALL BE STAGGERED AND NAILING SHALL BE AS INDICATED ON THE STRUCTURAL NOTES. FLOOR SHEATHING SHALL BE GLUED AND NAILED. vo | carxcont, | # i SE BOTONW/ Z (S) STEPPED FOOTING - SEE 2/S1.1 oa a ® a So @ ® 5-2 1/4" 14'-3 1/8" 5'-2 1/4" 17-7 1/8" - 14'-3 1/8" 7 I ry — | I pag | SM eee SI | | » 7 Ly | | | 4 | || Ly = LB am és & IE Lia | | | ° | AL + PT. GL5-1/8X12 (24 F-V4) % LSTA 24 » , eee eit eee i (E} = = Se WRAP AROUND (E) - ee 2 Se ee ee ! Sr a ee a Ss Se te | Se ace | : 3 ) rea EAS | is . eS S FH — 2S = 7 | Be =|5 ® tL = If. a ren 18 | a4 a2 rs Hi Pedi Ta | Bea o— Soe LYNG. ($}—|-+ — 128 | | , © ee oe | ! “P| eu — Yo a i LoL (D) ~ ~ TREES | D) 7 — | — | cl eae ee | | ae ny L_ | | oe --F Ne aL aL Bos s ! | Bek <6 N) 2X6 —— rT 73/4" | SN ee a a = EA _! | Be | ‘&, 5 © 16 00. HF #2 ene nae aoe & 8 i. TEE i) | : | ub | ; 2g" | rs) i / o | | het | z 3 \|— 4" CONG. SLAB-ON-GRADE W/ 73/1 <1) ile = 6X6 -W1.4XW1.4 WWF 1-0 1/8" B\ 1-0 18 cE | | & | | OVER 2" RIGID INSULATION Deg" a _ . ! ae ee © & OVER 10 MIL VAPOR BARRIER ~ Hf a | QS A “ + 3 AND 4" CAPILLARY BREAK. ; ~ | Z & S FINISH FLOOR = +119.56 | Boa | 3 | zB wy $1.2 | i ba owe aval = ss ) | (e: ————— ee : +r | A a ee WEYERHAEUSER WEYERHAEUSER Sse | | Bea | | iSB24X9 ISB24X9 | oo" TI | Boa | | mace ee ee | I boa | x _ _ | f= | (2) 2X8 ep tN (N) GL 5 1/8 X 15 DB x _ [og | Dan _ ¢*) me Sa c LE I py | | mz NY *|5 | i | poe : | 73/4 : | Bt TT 5 1-0 1/8" —. a | be = | 4-218" | eve i / 2 3-4 1/8" RE ed S A a: be & J Ba | & i & - I | Eo Lp he _ en | . a ! [fa & 7 [eny .& oS | : q io md | ! Be & a (By —————— =" 4 ae 1-4 Ee srg mar — a | + -_,_ =—=ay— peg —/ ®+-—-+ soc NY | | ar L_ —-L-a ___ | FOUNDATION NOTES: & = (2 ™ vs) : | zi é ; | | 1. ALL SOIL BEARING SURFACES SHALL BE ; , SUBJECT TO INSPECTION AND APPROVAL BY ae THE GEOTECHNICAL ENGINEER PRIOR TO (A) ~ —{o- (A) ell — _ | REINFORCING AND CONCRETE PLACEMENT. al Blea | 4 | 2. CENTER INTERIOR FOOTINGS ON WALLS OR SO eee a = COLUMNS, TYPICAL U.N.O. = E \ | 8, VERIFY ALL DIMENSIONS PRIOR TO Mg, | poet | CONSTRUCTION. (7) | | SO | He ep fn | me me it aaa Za | ee a — e e L ee _| | 4. SEE ARCHITECTURAL SHEETS FOR WALL AND WRAP AROUND || | : N FLOOR DRAIN LOCATIONS. , | | es es _ | | 5. ALL CONCRETE SHALL BE 7-3/4" THICK, | VG | Pid TYPICAL, U.N.O. | : | Ole" | |r : | , . , | ! ) ! 6. SEEDETAIL 2/S1.1 FOR STEPPED FOOTINGS. 4 | a | | % | (Rp) at 4" CONC. SLAB-ON-GRADE W/ ® |i s = ; I Polo. 7. TOP OF FOOTING SHALL BE 6" MINIMUM e i 4! | 6X6 -W1.4XWi.4 WWE es a i | |! Pol ils BELOW TOP OF FINISH FLOOR, TYPICAL UN.O. R |! | | OVER 2" RIGID INSULATION bt | S | | | ! | | | = “Iw | | OVER 10 MIL VAPOR BARRIER -]0 el yi | AND CAPLLARY BREAK | Po ify ME en 8. TOP OF FOOTING ELEVATION VARIES PER PLAN. ' FINISH FLOOR = +128.00° —- — ia an i %, | | bly | ant 9. HOLDOWNS INDICATED AT THE FLOOR LEVEL ito) Ae] | | Py ald SECURE THE STORY SHEARWALL ABOVE TO PR Se! a | nt y tt STORY STUDS OR FLOOR BEAMS BELOW. i ie i | Joo Sa os ee Hy SEE SHEET $1.04 | p - Eb 5 -— PROPERTY LINE | | | i & Pe ; — ' pod ee 18 10. * DENOTES CONTROL POINTS: COLUMN LINES ) ee Sy OO | Uy J uc" & nu ee = 2 $1.2 & | = | PROPERTY LINE— * WD) NORTH o 3 @) NORTH 0 FIRST FLOOR FRAMING PLAN 1) FOUNDATION PLAN “SCALE: 1/4" = 1-0! 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Ve & Hl S0 1 ee SI 9 (9 ) a Ln re e cr e e r er e r r e r c e n s e s = =} et — — — — — ~~ ~ ~~ ~| — ~ — (9 ) ee n es Me a n Si e t e & ~ \ ag e ae A ©) | fo | ; ai e | | | / = e | ! | A a wl © Ne '_ { 9 ° 0 at | rs = * "7 0 . 0 1 @ 8x z 2 @ ) > ~ ‘7 0 . 8 1 ax a : ‘@ w x z l d | so gb E x s = | | | 1 SZ E E * | : \ A = ! | | zs B5 8 -- > EL S | | | ! ns BI L 0% . | | = | —- — \ - p - - S | N me { | > pe e _— — o | ae |, ee 3 = Sg ES S E pg , Fe n | Se r v o no r a Te w r zi s ] a s ~ I I Sa s Ge g a a ” aa u a a a e b Sf | Aa | ON T ie Et G) | | | ! | a |e I : ! fe : BY * i: ae ! ‘ ! | | 1] TO G O le is | Be t = | lor ex e W |= | 2 | Be | og | = ® iE & [- ~ i | ! = Ls | Be =r | ne uae CA FE Be z _ : | LL ! lM —— o - OO _ ad h ) _ — dd | eS & = | -# & { ! a: nN C5 2 ee IE = ne ig us a h te c h n se r e sp t e c o e e ee as _ - L -\ | = o- a —_ _ _ . , 7 ia ©) S 4& Te s ls me is a At e ve , = pn , en is rm eS a a am ] mi m e ee we e s ed —~ <x Aa n rs == = == = 1 = | & = — = e | oe O| ! | . oO ; ae | = LL ys ” | | | y ZI F E Zl 01 S Si O ne ] | 3 rT fé l HH G2 rw FRAMING NOTES: LEGEND - FRAMING PLANS: S 1. FLOOR FRAMING 2X 10 @ 16" ON CENTER TYPICAL UNLESS NOTED OTHERWISE AND ADDITIONAL FRAMING AS SHOWN ON THE PLANS AND DETAILS. HANGERS SHALL BE SIMPSON LUS28 AT FLUSH FRAMING CONDITION, USE ALL SPECIFIED FASTENERS. (E) EXISTING wey“ POST SIE & /-([F] SHEAR WALL TYPE- JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED 1/8". HEADERS AROUND FLOOR OPENINGS SHALL BE DOUBLED. JOISTS UNDER AND PARALLEL TOBEARING AND (NX) NEW Si” _ SIMPSON POST CAPS SEE SCHEDULE 1/S1.3 SHEAR WALLS SHALL BE DOUBLED TYPICAL U.N.O. S NUMBER OF BUNDLED STUDS - * 2. SECURE EACH JOIST TO THE TOP PLATES WITH (3) 0.131" DIA. X 2-1/2", TOENAILED 1-1/2" FROM END. SECURE JOIST TO BAND/RIM JOIST WITH (3) 0.162" DIA. x 3-1/2" FACE NAIL. SECURE RIM TO TOP PLATES WITH 0.148" DIA. x 3-1/4" AT 6" ON CENTER SECURE TOGETHER W/ (2) 0.162'X 3% @ 8'0.C. ©” —_ SIMPSON BEAM SEAT TOENAILED U.N.O. MINIMUM BEARING FOR JOISTS SHALL BE 1-2/4" AT END SUPPORT. SEE IBC TABLE 2304.9.1 FOR ADDITIONAL FASTENING REQUIREMENTS. FB FLUSH BEAM & S 3. WALLS INDICATED ARE BELOW THIS FRAMING LEVEL. SECURE STUDS TO PLATES WITH (2) 0.162" x 3-1/2" END NAIL. SECURE BOTTOM PLATES TO RIMS, JOISTS AND BLOCKING WITH (2) 0.162" DIA. X 3-1/2" AT 8" 0.C. TYPICAL, ULN.O. DB DROPPED BEAM OR HEADER a SIMPSON BEAM HANGER = N 4. SEE DETAIL 2/S1.0 FOR TYPICAL HEADER AND TRIMMER / KING STUD CONSTRUCTION. ae Sita > a a SIMPSON HOLDOWN - SEE SCHEDULE 9/S1.4 = 5. FLOOR SHEATHING LAYOUT PATTERN SHALL BE STAGGERED AND NAILING SHALL BE AS INDICATED ON THE STRUCTURAL NOTES. FLOOR SHEATHING SHALL BE GLUED AND NAILED. (S) STEPPED FOOTING - SEE DETAIL 2/S1.1 b Ww > PE R M I T SE T 5-2 1/4" @) 17-7 16 | 3 14'-3 1/8" © 34 $ = g | | z | 7-10 8/8" 7-10 5/8" i | | | = | S = = | = a . Po , | m2 is = | , Z STA 24 WRAP — F a & fo | | | AROUND CORNER SN 3 H | | | | LN) 4X8 CONT DB rp < 2 -! 1 \ ity = ats | | _t- same & & 3 | (N) 2X6 @ 16°06. 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DF #2 | A cS SE S 2 = aS” OR Lu = ‘ x | | = = 2 2 = a & | x = || | | & i * > & O © Bi S| >< 8 | ~ Z|) a a a a al we = <9 liz =} ———— an R Bs we | FOE os “a9 Slt = =| SS" oe” ra SE | y oe | N 4 Sz os Q is = i (p> GL51/BX9 “ioe a | Oo _ tS ——| — _ _ | _ - ee _ cing ON) un (A) \ = = / eee! | \A) & SY) 6 “/ Yy L Lu ra | | we es & N hy " Y | on v OD \ (N)[PA] — | ‘2 STA18 WRAP RASS | RY, Re | WS | OM “2 STA24 WRAP Eo AROUND CORNER S&P > SS aS AROUND CORNER § Wu 4= F) sf - No (N) 4X8 i. ee 3 in O “| ok N0e* = & = Tp) | = < a = x PRE-MFG WOOD|TRUSSES|@ 24"0.¢ x S z =z] | 8 - gS Z = a wD 2 => : z = LL = i) =) oc oF & Le oO & LL = ni NORTH = - = s NI ” SHEET NUMBER: 2’ ROOF FRAMING PLAN /4 2nd FLOOR FRAMING PLAN S0.2 —/ SCALE: 1/4" = 1-0" dD SCALE: 1/4" = 1-0" oF _ 4-0" _ eID oes 12 STRUCTURAL NOTES IL IL I TL Me Tr It I CODE REQUIREMENTS: . SAWN LUMBER: “IER ALT SLATS NSCS (20) 16d a ° ALL DESIGN AND 3 SHALL CONFORM TC THE INTERNATICNAL SAWN LUMBER SHALL BE GRADED BND MARKED IN CCNEFCRMANCE WITH WCLIB SHALL — BUILDING CCDE (23c), 2 6 EDITICN, AS AMENDED BY CITY CF PCRT STANDARD é ST LUMBER WO. 16, WCLIB LATEST PLATE PLATE "R AND COMPLY WITH THE TRUSS JAL DESIGN STANDARD FPR METAL AND IBC SECTION 2303.4. S SHOWN ON THE PLANS. DESIGN “SONDITIONS SHOWN ON THE PLANS. LOADING SEALL BE DING RULES FOR WEST | TOWNSEND. EDITION. SAWN LUMBER SHALL BE $4S & SURFACE DRIED, MAXIMUM | =F MOISTURE CONTENT. SPECIES ANC GRADE SHALL BE AS FOLLOWS UNL TOP PLATE GENERAL: OTHERWISE NOTED ON DRAWINGS: CONTRACTOR SHALL PRC NG OR SUPPORT REQUIRED FOR TEMPORARY t— t - — 4 _- ff CONSTRUCTION LOADS A IR STR Js € C || HEADERS: DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE TOP CHORD LIVE LOAD @ER DESTGN LOADS ABOVE a (2) 2X8 @ 2X4 WALLS THE WALL IS PROPERLY SUPPORTED. REFER TO ARCHITECTURAL PLANS FOR WALL STUDS & BLOCKING OP CHORD DEAD LOAD 3 AS REQ. —————— OPENINGS, ARCHITECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN. 2" TO 3" THICK, 4" WIDE -L NO 900 625 13500 BOTTOM CHORD DEAD LOAL 7 PSF (3) 2X8 @ 2X6 WALLS \ aid : ' ' 2" TO 3" THICK, 4" WIDE....... DF-L NO. 200 625 450 BOTTOM CHORD DEAD LOAD E U | [ae UNLESS NOTED OTHERWISE \ CONStz LT MECHANICAL LANS FOR SIZES AN D LOCATIC ONS OF & ALL OPENINGS gw THICK, a tt & WIDER. .... ee eee DF-L NO. re G25 450 TOP CHORD UPLIFT SEE WIND LOADS BECVE rT SECURE TOGETHER \ \C LOADING FOR DUCTS & PIPES ETC. NOT SHOWN. THE CONTRACTOR SHALL EE SRE MECHANICAL FOR H\ NOTE: STUDS @ 16” 0.C. (|W/ (2) 16d @ 8" OC. | . ho fo STUDS -CONSIRL ECR COORDTII ATION, SHORING, AND OTHER WALL PLATES ADTACENT PROPERTIES. CALL BEFORE PE R M I T SE T NOT EXCEED L/36G. WOoD YP. UN.O. DK Ave ccc cc cccccccucuveuceucs DF-L STUD 625 ONS UNDER TC 1, SPLICE & NAIL TOP PLATES lied a ~ AT NON BEARING nos DX Grccecsccvcecccecaveeeveee DF-L NO. 2 625 SHAT, UTI (ROTOR PLATRS NGNATT, OR & DES olan CALCULATIONS FOR APPROVAL AS SHOWN @ ALL EXTERIOR, , ruRIEe Str PLUMBING & SHEAR WALLS HEADERS: (2) 2X6 MIN. DESIGN LOADS: TTTATE & RWIMES...- cece: cance i TO FABRICATION @ EA. FLOOR LEVEL AND AT ROOF. 4 AT NON BEARING WALLS LIVE LOADS: AT BEARING WALLS TRIMMER STUDS: (1) TRIMMER STUD ( _. 1) @ OPENINGS 5-0” & LESS UMENTS SHALL BEAR THE STAMP ENGINEER, STATE OF WASHINGTON. NG POINTS, GIRDER TRUSSES, AND WINGS. THE HEEL JOINT SHALL BE S OF EC RIC LOADING. PRCVIDE a > Lo fa n ] 7 ho cn Bs ( n RESIDENTIAL £0 PSE -DF-L NO. 1 1200 625 G2 5 2. PROVIDE (2) LSTA 36 STRAP W/ (26) 10d NAIL ONE EACH SIDE WHERE DRILLED HOLES » EXCEED THE FOLLOWING: 2) @ SL GRENINGS G8" a GRESTER FACE NAIL 1” FOR 2x4 w/ (2) 16d @ 8" OC. Z 3” FOR 2X6 WALL PLATES. TYP. ee SNOW LOAD: Pg = 15 PSF, Ce = 0.9, = 1.0, Ct = 1.0, P£ = 25 PSF( ALL LUMBER IN CON CENTER ALL HOLES MIN. EDGE DIST. = 1 1/4” J : ATED. A BS NC E WITH THE MANUFACTURES TACT WITH EARTH OR CCNCRETE SHALL BE PRESERVATIVE SPECIAL STRUCTURAL OBSERVATION: E} IN CONTACT WITH TREATED WOOD (NAILS, QUALI J RESISTANT (G- STAINLESS STEEL, IBC 1. SEISMIC-FORCE-RESISTING SYSTEM CONSISTS OF THE FOLLOWING: szt = 1. z => BUILDING 5 204.9.5) cn WIND LOAD: ae sree H re C.) SHALL BE NIZED OR i c s ao ~ ry es mo s QO th ‘e t mM GHT WOOD FRAMING CONSTRUCTION WITH WSP DIAPHRAGMS AND SHEAR SCALE: 3/4” = 17-0” SCALE: 3/4” = 1'-0 L, AND MECHANCIAL HOLDOWNS. THE FOUNDATIONS TS REINFORCED SUCTION 33 PSE ACCESSORIES MANUFACTURED BY SIM | TYPICAL TOP PLATE SPLICE 2 TYPICAL HEADER at WALL WALL ptoeee o & CLADDING: F STRUCTURAL FASTENERS SHALL BE AS CONCRETE SPREAD FOOTINGS. RCCF COMPON : - LSPBAT I STRO 15 PSF 60 PSF ATTACH JOISTS TO FLUSH HEADERS AND BEAMS WITH SIMPSCN "U" SERIES 2. SPECIAL INSPECTIONS, AND TESTING ARE REQUIRED. 2 CORNERS 15 PSF 79 PSF JOIST HANGERS IC SUIT THE JOIST SIZE. NAILS SHALL BE COMMON. c Pp oF cca TEe. ThE: SAEAE Sel Se ee ee ian nae ead teas INSPECTION ITEMS FREQUNCY 15 Ps 40 PSE NAILING NOT SHOWN SHALL BE PER IBC TABLE 2304.9.1. PRCVIDE SOLID DGE 15 PSF 47 PSF BLOCKING AT BEARING POINTS. TIMBER CONNECTORS SHALL BE INSTALLED /ATION & GRADING PERIODIC 15 PSF 22 PSF PERIODIC E WITH THE MANUFACTURERS RECOMMENDATIONS AND WHERE ‘RAP TWO MEMBERS TOGETHER PLACE ONE HALF OF TEE NAILS (16 | MEMBER. \$1.4/ wl oa TREATED WOCD {NATLS, BOLTS, HANGERS, MPACTION CONTINUOUS OF BEARING CAPACITY PERIODIC PERIODIC HOoLDOWNS PERIODIC NG WALL SYSTEM OR BOLTS IN FRAME WALLS-WOOL SHEAR PANELS TT i | i FARTHQUAKE: I = 1.6 |_ NO. OF BUNDLED STUDS Ss = 0.50 Yo= KIPS Ps PER PLAN | a: HOLE Dia < 2/8d 5 Ce = 0.140 RESISTANT (G-185, HOT DIPPED PERIODIC — » » » d _| HOLE EDGE a 0.92 R = 6.5 5 STEEL, IBC2304.9.5). TEST SPECIMENS PERIODIC TTI a hea DIA KS 1/2" AT BO nn "| DISTANCE > 5/8” ( a a. 5¢ EQU ENT LATERAL FORCE 1EN CONTINUO DEPTH<1/4d J | — HOLE EDGE 2003 NEERP SEISMIC DESIGN PROVISIONS é HOLDOWNS PEE en Te PERIODIC SEALL EE DESIGNED «& SHRINKAGE. PLUMBING, BUILT TO ACCO MECHANICAL yan PER FLCOR _| at T ITIONAL FOUNDATIONS SHALL BE SUPPORTED ON NATIVE SCILS. INSPECTION, TESTING, AND STRUCTURAL OBSERVATION JRELE SOT ' i <S 2500 PS , eeeneuten: STRUCTURAL GLUED LAMINATED TIMBER: LL BE DISTRIBUTED TO THE BUILDING OFFICIAL, OWNER, Ox} BLE SOIL "S 2500 PSF. SEE THE GEOTECHNICAL 7 ee _ as eae Sew a ear \ ORT PREPARED SULTANTS, INC., DATED AUGUST 5.2010 STRUCTURAL GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED IN ARCHITPCT, ENGINEER, AND CONTRACTOR, IEC 1704.1.2. ORT PREPARED S, INC., DATED ' L . HOLE DIA.<3/5d FOR ADDITICNAL INFORMATION AND SITE PREPARATION REQUIREMENTS. THE Sooo eee eae eee eee eee one. ANSTATTC PLATE DOUBLE STUD FOUNDATION DESIGN PARAMETERS ARE AS FCLLCWS: 90 .1-98 HAVE THE ALTO IDENTIFICATION MARK, ONE COAT OF EN- toh ALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP SEO SHA VISUALLY GRADED WESTERN REV DE, AND STRENGTH INDICATED BELOW: the A a i ae >5/8” eal lkar jt-————-2X JOISTS PER PLAN G DRAWINGS FOR TEE FOLLOWING ITEMS SHALL BE SUBMITTED FCR EW AND APPROVAL PRIOR TO FABRICATION: T | OU T E R 1/ 3 OF SP A N ON L Y | = | ACTIVE 4°H PCF : 295 PCF SPECIES ARS TOES ORF OF FRICTION 0.35 IL UNIT WEIGHT 1.0 PCE C LIGET Woo I ca g aks 2X SQUASH BLOCK uss COMBINATICN SYMBOL SPECIES NAIL W/ (2) 0.162” DIA. X a. oe . , NG FER aT SIMPLE SPAM 24P - ya DF /DE 2a. GLUED LAMINATED MEMBERS; 3.1/2” © 8” 0.C. STAGGERED - LE SITE CLASS D 3b. PREFABRICATED WOOL JOISTS & BEAMS; CONTINUOUS OR 24F - VB DE/DE 3c. METAL-PLATE-CONNECTED WOOD TRUSSES LL j i AA WALL PER BEARING no Ae PARATIONS AND ALL SOL BEARS NG SURFACES : BE SUBIECT CANTILEVER WALL SCHEDULE TO APE ¥ THE GEOTECHINICAL ENGINEER PRIOR TO REBAR & IF THE SHOP DRA DIFFER FROM THE CITY APPROVEL DRAWINGS, NEW SCALE: 3/4” = 1'-0° SCALE: NONE - ‘CHMEN ESLE-Dewnes Be a DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A WASHINGTON HOLDOWNS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE CO., INC. STA PROFESSIONAL ENGINEER ALL BE SUBMITTED ALONG WITH THE SHOP 4 TYPICAL BLOCKING at BUNDLED STUDS 5 STUD NOTCHING and BORING LIMITS ae cin, COURS 1 AVERSERE CONCRETE ESHINUCE ew US5 . USE NYLON LOCKING NUT ON THE ANCHOR DRAWINGS TO THE CITY FOR APPROVAL PRIOR TO FABRICATION. 301, “S Sp EC Ik E OR TO ASTM 2, & ISMIC SURCHARGE SH PSF SHALL BE A . THAN THE BOLT 33 24 TO A MAAIMUM OF CEMENT AND C i a) A THE BUILDING OFFIC : WASHERS ARE TXTURES SHAL REQUIRED ON THE STUD BOLT (9 \ BE ADDED TO ALL Ci a . PLUS OR MINUS 1% ENTRAINED HOE \L, ASTM C494. ee - TUR SLY CFROSITE IEE BOLOSWN ONCRETE EXPOSED co \$1.4/ ® CHLORIDE ION SHALL NOT 3 RADE TRE A AVE THE APA < OF THE WOOD SHEA SHALL BE WITH THE FOLLOWING THICKNESS AI iH, ‘ASTM PT 6x6 EE USED UNLESS CBQ66 Big 2 eee NAILING SHEATHING PANEL EDGE FIELD BLEG {3 32 i 2) o ie id 5 Ss) ad fa odes 12 “ N oO (40 » 10d @ 10% NO \$1.0/ 10d @ 12% YES (1% W/(12) 1/4”DIA.x 2” SCREWS AT 28 DAYS —— (3) #8 TIES @ TOP 3000 0.44 0.38 6 ¥ES ALL USES SLOPE 1 ALTERNATIVE TC iF ABOY THE CONTRACTOR MAY SUBMIT A — #3 TIES @5 00 ING ANY SHEAR WALL 15 PER ARCHITECT Sd = 0.131" DIA. x 2 %*” eae __s > lat ah of4° TP Met Cae Eel ee el 2" Ploor - 10d = 0.148” DIA, X 2 1/8” (10d PLY NAIL) 7 \ Wo | REINFORCING STEEL: a - ALL ROOF SHEATHING AND SUB-FLCORING SHALL BE INSTALLED FACE GRAIN AND IN A STAGGERED PATTERN OR AS DOR SHALL BE GLUED AND NAILED. e APPLY IN SHEAR WALL ALL PANEL EDGES l, 6” MI N . PITTI == =| | == | ==" | ee Il Elli | =) es Le ASTM A-615 DEFO ORME D BARS GRADE 60 (fy = 60 ESI}. WELDABLE VIDE LAP SPLICES PERPENDICULAR TO SUPPOR INDICATED ON DRAWINGS. USE ONLY ADHESIVE CONFOR DANCE WITH THE M ING SHALL BE BLO (SEE SCHEDULE) a ; | eel === BENDABLE REBAR eae I SCHEDULE | 7; | | PARTE OR WEAT CONCRETE NOT 1' - 6 ” MI N . OSED TO WEATHER OR WALLS 3/47 oe = — ae as _ . aa 7 25 =e . COLLINS “ WHEN SHEATHING IS OVERLAID ATCP DECKING OFFSET PANEL JOINTS FROM #4 @ EA. CORNER — W/STD HOOK , #oike tlie - A Ss T 2? Ss Tee 12" SHEAR AND ADEQUATELY SUPPORTED SCALE: 3/4” = 1-0” SHOWN ON 8 WELDING OF REINFORCING s7 S$ MOT PERMITTED, EXCEPT AS SHOWN O _ oayee at { SECTION THE DRAWINGS, WITHOUT PRIOR APP THE ENGINEER. WELDING oe PROCEDURES SHALL FOLLOW AWS WABO a - ends oe, ee te eae == . PREFABRICATED JOISTS (LVL) & BEAMS (PSL): AP S FF eA FA I Pr e CERTIFIED WELDERS. SHALL BE OF THE SIZ3 AND TYPE SHOWN ON THE DRAWINGS MANUPAL CRETE SHALL NOT BE FIBLD BY THE iLEVE#I ERHABRUSER), ICC ES ESR-1387, OR AN APE Bi? aoe fs 5 ) CONDITIONS SHOWN ON THE >——— EXTERIOR BEARING SUPPORT REINFORCEMENT PAR : BENT FEXCEST AS SHOWN ON DESTCN _ FLOOR CONCRETE WALL REINFORCING: i £0 PSE ss | ROOF /FLOOR SHEATHING NOTES : PROVIDE TWO HC ~ ons TO MATCH THE ie BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. One: VERT ROR Se mde eran. oes PANEL EDGES (B.N.) OPENINGS PROVI 2, UNDER AND AT op ree eacy SIDES. EXTEND HORIZONTAL B AT LEAST LAP DISTANCE PAST THE deviatcaL LOADS vee ) LIVE OF WALL. PROVIDE COR i WALL INTERSECT 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR WALL VERTICAL LOCATION TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. THICKN#SS = 2 5 EDGE NAILING (P.EN.) AT ALL EDGES OF ALL PLYWOOD oo - bo HSS I v7 iss J a7 SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS OPPNONG OF AS BAR AS — | saat || Se IE ue il Ss. il = FULL STORY HEIGHT OR A BS - a za ™S ” 1” LONG i . ar 4 - _ _ H | IK | x 3, INTERIOR FIELD NAILING (F.N.) 12” 0.C, AT BEARING SUPPORTS 3, n 1 CO! PST BST | Sa. || Pn | ed | Pen | % REINFORCED AS SEONK Ob TEE F ANS AND OR IF 750 285 an ~ i) e7 | ~L ) n ~ SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE SE 650 290 if 680 400 | | SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR 70 ; {LEVEL RECOMMENDATIONS. 5 THE W MFG. DO NOT CUT OR DRILL | ™~ a | af 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8” ai 44 @ 12"oe «#5 @ 16 "oe 5 i fa ) "GE ( oc “Ss 2 7. MINIMUM PLYWOOD SHEET SIZE 2’-0” X 4’-0” 10" #4 @ 10%0C #5 @ 16%0c ST R U C T U R A L DE T A I L S g. NAILS SHALL NOT BE OVER DRIVEN SHEET SCALE: NONE | ROOF/FLOOR SHEATHING LAYOUT SEE PLAN FOR NOTE: 1, LAP WALL REINFORCING PER SCHEDULE. , , SECOND POUR FIRST POUR ; STEP LOCATION TYPICAL FOOTING 1/8” x 1 1/2” PREMOLDED CONTINUOUS - walla _ fc = 3000 psi Pc = 4000 psi REINFORCING NOT SHOWN CORNER BARS : 2. START HORIZ. & VERT. BARS 1” CLEAR MASTIC JOINT STRIP OR PREMOLDED , , (s) (s) FOR CLARITY W/ STD. 90° HOOKS OR OF EDGE OF OPENING. SPACE BAR AT CORNER BARS W/STD. SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD” JOINT. BAR OTHER BARS) TOP BARS OTHER BARS) TOP BARS 1.5H CORNER BARS TO MATCH EQUIVALENT SPACES NOT TO EXCEED HOOK TO MATCH CROSS SLAB THICKNESS OWNERS OPTION). SAWN JOINT SHALL BE SLAB THICKNESS STOP REINFORCING CLEAR OF SIZE} Ld | LAP SPLICE | LAP SPLICE | Ld | LAP SPLICE | LAP SPLICE HORIZ. REINFORCEMENT REQUIRED SPACING. WALL REINF. (ALT. HOOKS) hare oe WADE AS SOON AS POSSIBLE WITHOUT ae = JOINT EACH SIDE. : DAMAGE TO SURFACE. 43 | 16” 21” 28” 14” 18” 24” \ LAP + H (2)-#5 CONT. 2 \ \ Ze #4 | 22” 28" Til 19” 25” 32” * a Oe =z a eee = Te Te eS 2 2 2 ” ” te — 3 s ae —-<4 a | tet — 1s 4 SS 4 ° a 4 ‘ * 4 di ban ss ae 7 < 4 | 2" | "| | 4 ul ~ LN 7 ~ ja ma OS “ orcececeze 7 Spe eae cece 7 46 | 33” 43” 56” 28” 37” 48” Sal aN = N65 CONT || H 0-859 ae eee es8s0<° n RRRREN\ =, =|. (2)-# 1 Ie Ll Frill (ar De S T=8" “ > ‘ fl 4 CUT /ALT. WIRES COMPACTED SUBGRADE AND COMPACTED SUBGRADE AND ou a\ ts 7" TERMINATE —— 7 im AT JOINT GRANULAR FILL GRANULAR FILL . a e 1-5 NL HORIZ. REINF. “7 \ i Ph pope EARRI RE: GEOTECHNICAL ENGINEER'S VAPOR BARRIER Set ate ENGINEER'S 2 RECOMMENDATIONS NS WRAL | J HORIZ. REINF. | HORIZ. REINF. PER PLAN RE: GEOTECHNICAL ENGINEER / RE: GEOTECHNICAL ENGINEER 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR Ss al PER PLAN @] (6 WIL. MIN) (6 MIL. MIN.) DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS ~ (OR) PROVIDE | MIN. (SPACING AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. Se eS ie te th [\— VERT. REINF. r VERT. REINF. PER PLAN » , 5 - PER PLAN 2. "OTHER BARS” ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12” OF CONCRETE - a ara | 1 | CAST BELOW THE BAR. AOD (I) \'=8 SS) nn ee a BARS ft HW PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO | PROVIDE CONTROL OR CONSTRUCTION JOINTS i SABE. ON GRADE 70 : , Se - T OR BREAK UP SLAB INTO RECTA AREA 3. “TOP BARS” ARE HORIZONTAL BARS WITH MORE THAN 12° OF CONCRETE CAST BELOW THE BARS. | FOUNDATION WALL RRRK. (2 EON TESS, AREAS SHALL BE APPROX, SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE 4. DEVELOPMENT LENGTH (Ld) IS "OTHER BARS”, CLASS A, ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. SCALE: NONE » _T=FOOTING THICKNESS SCALE: 3/4" = 1'-0" SINGLE CURTAIN SCALE: NONE SCALE: NONE ] TYPICAL LAP SPLICE SCHEDULE 2 TYPICAL STEPPED FOOTING 3 WALL REINFORCEMENT PLACEMENT 4 TYPICAL SHRINKAGE CONTROL JOINT (8.J.) 9) TYPICAL CONSTRUCTION JOINT (C.J.) , oo" @49" 1-1 3/4" Hxt—0 - 0.6. \ WOOD POST in PIPE SLEEVES a ot ou = -7" REQ. 7 \ | 0 | SIMPSON COLUMN a ia py = EY 2) #5 TOP & BOTT. BASES CBQ (12) SDS 1/4" xX 2" (GALV,) —_ z& ale ; : wo cre. —. (2) #5 X 4-0" DIAG. EXTEND 2-0” : Z| ws JX | @ EA. CORNER TYP. BEYOND — p— (2) #8 CONT. = - = \ Slax = 1" a SE ay a ; © oa FH A es ” 7 - - - - JF = 4 : \ ne a wy i == pCa oc “e | Hee . | |S (1)-#4 EACH NOSE Ee i Vale W > 36” USE TYP. FA | it < | | aa HORIZ. REINF. (2) #4 CONT fa) i — LIL} w _. /— tr TIE pe | \ ro . fl) fa pa 9'-0 L %, ae | a /| | ‘. ; CONC PAD - SLOPE TO DRAIN +a z an 7 FOOTING PER PLAN 4 | | . re | WALL L & SCHEDULE a | | | | CLR. TYP. (2) #5 @ CL oo = a _ _ | | | | pase _ _ _ _ _ Py pr ‘ L I =e L —+——| * (< | | | PIER PLAN T.0. CONC. SLAB @ BASEMENT sss +I = = || <s 5 Mi #4 @ 18” 0.C. NOTE: | | | EXTEND TIE BE & ) | | Says EACH WAY STAIR DESIGN | | ae 18” BEYOND HH FA | =I = 0 E Q to i PER ARCH. ijt ln | FACE OF #5 @ 16° 0.0. LC? | _ ) wie Mel (2)-#4 HORIZ i; | ss | OPENING ALT HOOK LT ee ees 7 = fs ia A lat} , , _ =I“! i]: Dl ys PIPING OR UTILITY me HY SEE ARCHITECTURAL TTT 2 TV >| gt 3. EXCAVATION NOT — DRAWINGS FOR ADDITIONAL | | | | #4 @ 10°06. fog f° | El ys > 3 ( oa ALLOWED BELOW | INFORMATION. “Lf ; als Jil ala yg" 1 THIS LINE 9" (2) #5 FULL HEIGHT al ee SU te SCALE: 3/4" = 1'-0" SCALE: NONE =e SCALE: 1/2" = 1'-0" sane | nga | geo 6 TYPICAL WALL PENETRATION DETAIL 7 TYPICAL STAIR ON GRADE 8 TYPICAL CONCRETE WALL OPENING REINFORCING 10 | FTG. @ LOW-WALL 20 . A35 @ 16" TYP., A35 @ 16° TYP., (2) 031 BX 1-1/2" (12) 0.131 BX 1-1/2" A ¢ POST G WALL 23 bey a NT +130.00 - Cc == +130.00" 7 - - - =P It 7 _ ~ 7 ~ ry | = 2 25 | ee : T.0. FINISH FLOOR = qe ? T.0. FINISH FLOOR fe HEAD ANCHOR BOLTS | PT 3X6 SILL PLATE @ 48" 0.C., TYP. UN. PTSA I FUSTE | s | Hee re ——— 2*RIGID | - 3 : \ INSUL. OVER Hath: Hts VARIES = lk , __ VAPOR BARR. (2) #4 CONT a (2) #4 CONT - a —_—— i | na \ LAP 37" cae | LAP 37" oat T.0. GRADE Lu eee j Hy ig - Ne 1 FI = 2 4 : i pore = pee FL Eg yg S “T]]] * 42E]] = YT.0. BASEMENT SLAB —— 5/8" @X 7" HEX HEAD b hE =§ ANCHOR BOLTS W/ ro FA =8 TS te =] 7 : 3 ANCHOR BOLTS W/ vee Se PL 3X 3"X 1/4 —eeeTOo Se ' sll * a” ee nO =0=0505\—- ae WS | S O 160.6. VP TH + & S 7 : | | =] > | eet rriI—T TT ; f aisha En - Q1G D6, TP, le: ne = ( — — | ee ee @ 16" 0.C., TYP. " Hon gn UII) ogg to | Ao yg 4 FLL W/ CONC Bape le ° , ti al 2m Te ake pa 21 SUE TTR rie A? fe = 2500 PSI | 4 HEI (2) #4 CONT. = or rfl! a | HE ' lo HH { 1h} ; | | |= LAP 28" / a =a | ( oe «HI jt | __ ar CAPILLARY #5 @ 126 (VERT) = at A #5 @ 12 € (VERT) , {| FHI pOot \ HH ( -|| IL, =e | BREAK, TYP. AT HGGRLAPGEF , | A ALT HOOK LAP 36 =. ee I = a g |= > sc #4 @ 24" 0.C. , L, °| Co , ° HH { TT I——{I | I——T T I-—— are = ae tT Ne | | Bae: 1'-0" FREE } a «Hi I 7 ‘4 DRAINAGE WALL 1a 4 SCALE: 3/4" = 1-0" 1a SCALE: 3/4" = 1-0" 1 FRE | : . | Ho. . ! DRAINAGE WALL \ 4, 5 al <@ rH s 3 fia | 3 tice: 1: . 11) SECTION @ WOOD POST IN GROUND 12 SECT. @ CONT. MONOLITHIC WALL FTG. 1.4) : ——— oT : Mince Be 3 Toole... om Ss FOUNDATION WALL TO BE LI =@- ) * vow 32 | ¢ POST Fale eS i! Ed WATER- PROOFED PER =K ACH | a | Z.640 00RD ra eee ecco eee AG SD ! IRC R406, TYP. « ‘eta Oot, | 6/8" 0 X 7" HEX HEAD ANCHOR BOLTS W/ | one res ! LAPay* TSN Qo it | ays A te PL 3" X 3° X %4 PLATE WASHERS | TEETER OC. 1 + LOCH aI onronne | fae sen CN pilts@s Ac TE : { CG |, ee) | fess <a) I" ror errr | | Maat ss ts HO a. wore hg Ho SRE i fi OSE | PT 3x6 VAPOR BARR. & |x SUI HHP \ Ee hf Fe ee ee TC | 4" CAPILLARY NON-SHRINK GROUT FOUNDATION WALL TO BE —|| FAI EstcsC HH" \ =| TS POSE Ns EXT. CONC SLAB - SLOPE TO DRAIN | / [ BREAK, TYP. . WATER- PROOFED PER | = = , FH i Hy \ 5 | Ej | = | es Set i ele nay x \ ‘ | | | 11986 ARG RAQG, THE. = Pot Be \ ___ 2" RIGID #4@ 18:4 Sa Tet Sw ; \ >" RIGID = So = | ____\__je }__ e a pea ae Pe —— {| Ter \ INSUL. OVER =i SOCE | \ INSUL. OVER t= T.0. BASEMENT SLAB : 7 a T.0. BASEMENT re | (3) #4 CONT LAP 28 = JR Jo ie: VAPOR BARR. ereen apa | ! == 56565: le VAPOR BARR. oO z : Z | _ mth 4 Eo TIBI th = sU56-6-0 = a | Ys Sc | [ANE YA) SOCOSCH | =z ™ | S & | \ | oe eS & I = 2) #4 CONT _ si Nl pate - - - - — ome tin: | dp 1858 - =F | EF} | [= S@s@s' i ; " 8 FL F=(1F - T.0. BASEMENT SLAB TE = i: a ie Ss T.0. BASEMENT SLAB |= a: nee i . =) i) HIF (4) #4 EACH WAY == PL SER E =i ph > = 7 A =F @ BOTTOM FOUNDATION He i” i pideddhddes #@12z[ 1 hee SJ | — a. Hen toa 3 T, fe ALHOOK | , J eS ue a oh ERI =e ! Ie). | ee D ; FF | qt s i TE e-—ab-p ps4 ee : 4 ; = Ales L / a caputany I — ~=2) ot Ht os FOUNDATION DRAIN = ; ee eee Ta ars (3) #4 CONT BREAK, TYP. Tt fe alee An Gann (ee eer r ; | ety a (es ee SHEET #4 @ 24° 0.6. 1s ( yi saq2os - ra | qa + CAPLLARY (2) #4 CONT - LAP 28" | 73/4 | 1'-01/8 LL. i EAPLA 2-8 BREAK, TYP. BREAK, TYP. S SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 3-6" [46 | SECTION @ CONT. WALL FTG. 1.7) 17] SECT. @ ISOLATE MONOLITHIC COLMN. FTG.<F3) || 18 | SECTION @ FOUNDATION WALL - LOW GRADE 20 | SECTION @ FOUNDATION WALL - HIGH GRADE | ____ A35@48" say. NEW 2X BLK'G A35 (12) 0.131" BX 1-1/2" ] NEW BLKG. @ 48" W/ HGRS. / A34 EA SIDE - TOP & BOTTOM , (8) 0.131" X 1-1/2" pf | / 0.148" X 3-1/4" @ 6" TN. ——— (3) 0.148" X 2-1/4 | i HEX HEAD ANCHOR BOLT W/ LEDGER TO STUD - ; of R 3X3X)4" PLATE WASHERS x/>/3 (2) 0.1 62"9 X 3-1/2" | / @ 16° 0.C. x t i t ; | NHI \ bi U26 HGR. / Tp) / (2) #5 X 17'-4" ne kes | = U26 HGR. Mey cc ial re | x ir 1 #3 @ Ls == | | H2.5 (10) 0.131" X 1-1/2 ALT HOOK [1] oo aa | 0.131" X 2-1/2" @ 6" ae __+139.10 + (2) #4 4 2ND FLOOR Hoy | 7'-§" ar ko __o! ZO (2) #5 X 12-8" 3 2 1/4" ~~ i\ 7 3/4" i 2 1/4" o i SCALE: 3/4" = 1'-0" ge seu IT — 4 | SECTION @ WINDOW HEADER / BASEMENT LOCKING NUT + 5/8" @ THRU-BOLT S W/ WASHER AND x LOCKING NUT a | oe ! ! os , #4 @ EA CORNER | | mw ated a = oe #3.@ 8 ALT HOOK — Ha DIAGONAL mm BRACKET CUT |_| OUT OF 6x ; x il B 1/4" X 3-1/2" TYP. = 73/4 oD 6 X 6 POST DF-L #1 +130.0 : sures SCALE: 3/4" = 1'-0" 7 BRACKET DETAIL We ya t-o: || 3 | PLAN AT WINDOW JAMB - BASEMENT OXé @ 16" 0.0. HF-#2 _ PT 3X6 Wy G/0°BX 7" EMBED HEX HEAD ANCHOR BOLT HOLDOWN PER PLAN W 2 8X8X%" PLATE WASHERS @ 16" 0.C. PT 3X6 IN. | + VARIES | My ot GRADE fi) re! : $2 eee +119.56" - | 05} P= HH 1} | as er SLAB @ BASEMENT se Or aae - - A VE —— 7 bx GARAGE P| : ANCHOR BOLT ae & / ( PER SCHEDULE sae a ; z , 4 | | icles 1 / f [ 4" CAPILLARY C 91/8" 53/4") 9 1/8" BREAK, TYP. I f | 2-0 2-0 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1-0" : 6 | FOUNDATION DETAIL 2 | FOUNDATION WALL AT GARAGE GARAGE DOOR JAMB - BEYOND na dic #4@18| - PEN (2) #4 CONT. #4@ 15! AIT. HOOK u 4 ! $119.56" - oe 28.25 - \ as T.0. SLAB @ BASEMENT & T.0. SLAB @ GARAGE Toe Rtg — “wa. & am a | | Eh! 7 | Se ||’ - eee Fs (4) #5 788 a #4@ m4 HHH If =l-=l= =) ea =| | foe — S = . = sy He A Te RTE = | i ie a cee a av Sl iain | TN (#4 eee ‘TF SHEET 20 SREAK TP ; SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" S 5 | FOUNDATION DETAIL 2A) 1 | TAPERED SLAB AT GARAGE THRESHOLD SHEARWALL SCHEDULE - 15/32" APA RATED SHEATHING W/ DF-L STUDS AND PLATES AA Gr OF PRYWGOD 5 | 4X 4POST @ 4-0" 0.6. | WALL SHEATHING PANEL FIELD BOTT, CANE BLOCKING TO TOP PLATE CONNECTION FOUNDATION FRAMING ANCHOR BOLT VALUE 1/2'B X 2" LAGS @ y 5 TYPE EDGE NAILIN ” ’ 7 a | COE ®D UP 4 DIRECT TPs OVER “Ps 4 ASS SILL PLATE © ADSINING SHEN B78 LB 6" TOP & BOTTOM @ 16" 0.C. mmo 4008 ic er @ @| ROWS | SPACING | TO FRAMING PLYWOOD A35 DIRECT/FRMNG ® | ences ®| uexve @® _ P6 15/32" SHT. 6” 0.C. | 12” 0.C. (2) 8” OC 16” OC 16” OC 16” OC 16"0C 3x 2x 48” 0.C. 310 = SN S ONE SIDE (2) 2x (2) 2x (2) 2x (2) 2x oon ¢ +130.00 S - — T.0. FINISH FLOOR 7 i ; LE if =r Yo a pA 15/32" SHI, 4" 0.0. | 12” OC. (2) 8” OC 16” OC 16” 0C 16” OC 16” OC 3x 3x 32" OC: 460 Nii ree (o> T= ONE SIDE (2) 2x (2) 2x (2) 2x (2) 2x 2 46-- saya ive = 4 — iN a = = t— — ” ” ” ” ” . | oO P3 15/32" SHT. 3” OC. 12” 0.¢. (2) 6” OC (2) @ 16” OC (2) @ 16” OC 4)-@-+46" 9¢— 3 32” 0.C. 600 A Mg ~ i | \ . = o x 3x — : g cc ONE SIDE 4X 4X - SE /2-X#— | - cc ® 2P4 15/32” SHT. 4” O.C. 12” 0.C. (2) 4” 0c (2) @ 16” OC (2) @ 16” OC 3 , 16” 0. 920 Shear wall nailing and holdowns are N ONE SIDE 4X 4X - - ‘ : to be inspected and approved prior a, eS to cover. 3 ; all 0 fe: 1/2 HDG MB W/ a ‘ NUTS & WASHERS 2 (1) SHEAR WALL TYPE as fe —0 SHEATHING: 15/32” CDX SHEATHING o 6 X 6 POST BEYOND = | (8) APPLIED DIRECTLY TO FRAMING A + NAILING: ° 5 | USE LENGTH DIA. 4 yg 2 | ; ni 4p : uo 4inn _ . . . rl CY BOTTOM PLATE /FRAMING 31/2” x 0.162” (164) SCALE: 1 1/2" = 1'-0 SCALE: 1 1/2" = 1'-0 3 h INT oT TINT TTT nn en Nm TT 1 PANEL EDGE & FIELD NAILING 2 1/4” X 0.148” (10d) \y \ | \\/ \] \J \] | ee \ | | | \] | ax | | i | \ | SPECIAL INSPECTION: PER JURISDICTION 2 | SECTION OF EXTERIOR DECK @ FOUNDATION WALL! 3 | SECTION OF EXTERIOR DECK @ GUARDRAIL ace /\ /\ \ /\ [\ /\ \ STUD SPACING: 16” 0.C. MAX ! ao SS ee se STUDS AND PLATE DF-L #2 OR BETTER a : = : : FLOOR THICKNESS: 23/32" MAX. ee l . : L ; ’ «| ANCHOR BOLT: 5/8” DIA., 7” EMBED. (GALV G-185) | @) —(6) 6 3S ‘ 4 y, RIM /BLOCKING: 0.148” DIA NAILS @ 4” OC/SG=0.50 | ©) RS , | L | ld VERTICAL LOAD TRANSFER CAPACITY 3300 LB/FT | ee , 4 . LATERAL LOAD TRANSFER CAPACITY (1.25) 600 LB/FT || = , ? ; | , i . WV LATERAL LOAD TRANSFER CAPACITY (3.50") 1200 LB/FT 3 [| 25 | | =o " | ; . RIM,BLOCKING J tf oo. r P rt 2) |) BOTTOM PLATE NAILING NO. PIECES/ = &=S ' | 1 \ (CLOSEST SPACING) THICKNESS Ba r 4 “| Hy} \ . ; | h (1)ROWS 0.162” DIA. 4” OC (1)/2x is Be le F| \ ” ” 3 ” 7 © ie | \ ° (2)ROWS 0.162 DIA. 4 OC , (2)/2x (3) 0.148"DIA. X 2 1/4 seca Y , S Hi | AW [FACE FASTENED W/(3) 0.148” DIA. X 3” @ 8"0C] a ator | (8) , \ + \ ; (3)ROWS 0.162” DIA. 4” OC (1)/4Xx ee == — i er | | he\ |, I i FG) Wht \ I | ] 1 ; (2) WALL SHEATHING | a \ | eee ES any SHEATHING PANELS MAY BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. ALL PANEL i =5 on al , ; ‘ \ | + -3/8"EDGE EDGES ARE TO BE FASTENED TO STUDS OR BLOCKING. Ny < r>—— (3) 0.148°DIA. X 2 1/4 I “ . Mb DIST . . Aa? @ 8’0C y ——(10) , f ; (3) PANEL EDGE NAILING (0.148” X 2 1/4”) LTP4 (0) 4 (10) AS5 LTP4 SN @ LTp4 , , ap: NAILING AT ALL OUTER EDGES OF SHEATHING PANELS IN SHEAR WALLS MUST BE FASTENED SS oO I _ \ : PER THE SHEAR WALL SCHEDULE. 3/8” EDGE DISTANCE. NAILING SHALL BE STAGGERED. a ° f +5) | (4 Uy (4) FIELD NAILING (0.148" X 2 1/4”) | / ‘ ; : WTHIN THE FIELD OF THE PANEL, AT FRAMING MEMBERS, THE PANELS ARE LESS CLOSELY ! lk in| (6) “om 2X6 WALL 2X4 WALL , R . | -—(6) |. . WN (5) FRAMING AT ADJOINING PANEL EDGES SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" —(7) i WHERE TWO PIECES OF PLYWOOD JOIN ON A FRAMING MEMBER, THE PANEL EDGE NAILING : 1 | at / NENGER (ETHER K STUD OR LOCK) AT AD.ONNG PANEL EDGES (SEE SHEAR WALL 4 | BOT. PLATE CONN. W/ (1) OR (2) ROWS - 2X6 5 | BOT. PLATE CONN. W/ (1) or (2) ROWS - 2X4 —® j a SCHEDULE FOR WALL TYPES REQUIRING 3” NOMINAL FRAMING MEMBERS AT ADJOINING PANE! EDGES). DOUBLED STUDS ARE GENERALLY NOT ACCEPTABLE FOR THIS APPLICATION. WHERE A SINGLE PANEL EDGE LANDS ON A FRAMING MEMBER, A 2” NOMINAL FRAMING MEMBER IS (14) aan z + ACCEPTABLE (AT ENDS OF WALLS FOR EXAMPLE). \ ie a —h e h #1 ) y+ . H IN =H f IN I / iy \ | : | \ \ | \ (6) BOTTOM PLATE [ | (7) BOTTOM PLATE NAILING (0.162”DIA X 3 1/2”) (1) 2x (2) 2X 3 / ¢ LOCATE THE NAILING THROUGH THE BOTTOM PLATE SO AS TO FULLY PENETRATE THE SOLID RIM /BLOCKING RIM /BLOCKING ; | ] | ; BLOCKING OR CONTINUOUS RIM BENEATH THE FLOOR SHEATHING, (NO SHINNERS) MINIMUM BELOW BELOW or AP iva I rr | r ° "I | (° fe "| ih EDGE DIST 7/16”) SPACED AS PER THE SHEAR WALL SCHEDULE. +t (3) 4+ / " —>- A Vd : (8) FLOOR DIAPHRAGM NAILING (0.148"DIA X 2 1/4") 4 ‘ FLOOR DIAPHRAGM EDGE NAILING IS TO BE INSTALLED BETWEEN THE SPACING SHOWN FOR 4 4 ad — BOTTOM PLATE NAILING. (LOCATE ADJOINING LONG PANEL EDGES OF FLOOR SHEATHING AWAY Thil 3 v 7 JJ "4 | | oe ; 4 4 FROM SHEAR WALLS). FIELD NAILING OF FLOOR SHEATHING MAY BE OMITTED AT SHEAR WALL l + ae SI op v | |) am BOTTOM PLATE NAILING, MINIMUM EDGE DIST 3/8”. RE: 4 & 5/S1.3 AND 10/SI1.0. ; 1 \ | (9) RIM/BLOCKING (1 1/4 TIMBERSTRAND LSL_RIM) i ; (13) 16 \ "| JOIN ADJACENT RIMS AND BLOCKING WITH FACE NAILING W/ (2) 10d @ 8” ABOVE. SHIM WITH rp 1 1/4" i 7 \ ° FULL HEIGHT SHIMS, ADJUST FACE NAIL LENGTHS. REFER TO PLANS FOR ADDITIONAL SEISMIC , | \ | 1 CONNECTIONS AT THE FLOOR OR ROOF LEVEL. RE: 6 & 7/S1.3. (1) ROW (2) ROWS ; 1 \ | «||| REFER TO HOLD-DOWN CENTERED ON CENTERED ON , ‘ # , \ : ls «| |4) SCHEDULE FOR (10) RIM/BLOCKING TO TOP PLATE CONNECTION RIM BELOW RIMS BELOW ; + \ ASSEMBLY — RESERVE THE CONTINUOUS RIM OR SOLID BLOCKING THAT IS PART OF THE SHEAR WALL ASSEMBLY | AD |}| END STUD CAMITY FOR = MUST BE CONNECTED TO THE DOUBLE TOP PLATE OR FOUNDATION SILL PLATE WITH | HOLD—DOWN APPROVED CONNECTORS AND SPACED PER THE SHEAR WALL SCHEDULE. RIM OR BLOCKING ' II su COMPONENTS NAILS & FASTENERS TO P.T. SILL PLATES SHALL BE GALVANIZED (G-185) PER ASTM A153 & , . 7 . . . ay ASTM A123. RE: 8/S1.3. 7° ii i HEARD GPUCE = See PLANS OR ADORTOWAL SEIEWE CERNECTONE: a TRE FLOR: 08 sega a SUA 1 2! = 14 el | : . Au ROOF LEVEL. RE: 1/S1.0 6G 7 ye | , © BOTTOM PLATE NAILING PATTERN DIRECT CONNECTION TO FOUNDATION | | | y —i7) (12) FOUNDATION SILL_PLATE | | } ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY IS 70 BE PRESERVATIVE TREATED. THE | FOUNDATION SILL PLATE MAY BE EITHER 2” NOMINAL OR 3” NOMINAL DEPENDING ON THE r . . r ; . Vy SHEAR WALL SCHEDULE. RE: 7/S1.3. J ] v . ° e LJ e e ° a. PE R SW SC H E D U L E PE R SW SC H E D U L E ¥ & e = e © e a WH I T E RE S I D E N C E 22 0 8 WA L N U T ST R E E T PO R T TO W N S E N D , WA 98 3 6 8 » La n JW /R H r r (4) aia (13) ANCHOR BOLTS (GALVANIZED G-185) W/ HEX HEAD Pj FULL DIAMETER ANCHOR BOLTS, ASTM A-307 ARE TO BE SECURED IN PLACE PRIOR TO . . , . . ; —{2 PLACING CONCRETE. MINIMUM EMBEDMENT IS 7°. SEE SHEARWALL SCHEDULE FOR SPACING. 5 CENTER ANCHOR BOLT IN SILL PLATE. RE: 7/S1.3. = an | \e e rs ° e e 2 | e 2 e e O C | cy e it e e \ : on (14) PLATE WASHERS (G-185) \\ PLATE WASHERS ARE REQUIRED FOR FOUNDATION SILL PLATE CONNECTIONS (ASTM A36), \ < 3” X 3” X 1/4” MINIMUM. GALVANIZED (G-185) DO NOT RECESS BOLTS IN SILL PLATE UNLESS SPECIFICALLY DETAILED ELSEWHERE. RE: 7/S1.3. TT PT Ti \ \ (15) SQUASH BLOCKS \ IN THE FLOOR CAVITY OF PLATFORM FRAMING POST LOADS MUST BE PROVIDED WITH CONCRETE BASE STRUCTURE/FOUNDATION = \ | ADDITIONAL STIFFENERS EQUAL TO THE POST SIZE FROM ABOVE THAT CONTINUES THROUGH \ \ (3 HEX HEAD THE FLOOR. RE: 4/S1.0. \__ SILL PLATE NAILING (16) HOLDOWN SEE SCHEDULE 9/St.4. Ss a SHALL BE STAGGERED : i SIMPSON LTP4 (17) SEE HOLDOWN SCHEDULE FOR POST SIZE. SECURE PANEL EDGE NAILING@)TO POST. <I | (12) 0.131" DIA. X 21/2” SECURE BUNDLED 2X STUDS W/ (2) 0.162” DIA. X 3 1/2 @ 8”, ALTERNATE SIDES. : c AS NO T E D ST R U C T U R A L DE T A I L S SC A L E : SIMPSON LTP4 (12) 0.131” DIA. X 21/2” SHEET NUMBER: OF SCALE: NONE SCALE: NONE coe S1 2 1 SHEAR WALL DF-L STUDS and PLATES 8 TYPICAL SIMPSON LTP4 9 at , HOLDOWN & FASTENER SCHEDULE (DF-L STUDS) _ CONNECTION . NAILING NOTE | . HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM COMMENTS | 4. JOIST TO SILL OR GIRDER, TOENAIL 3-8d MARK | LOAD TYPE DIAMETER (MINIMUM) 2, BRIDGING TO JOIST, TOENAIL EACH END 2-8d 2x4WALL | 2X6 WALL aE =e ; 3, 1” X 6” SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d = 4. WIDER THAN 1” X 6” SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d ; . 5, 2” SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d _ > | HOt | 1705 csi6 2xd 2x6 es un MA Ni Na a 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d at 16”o.c. HOLDOWN SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3-16d per 16” PER PLAN oT : : . eae 516d p — a SLOF STUD HD2 | 2345 | —MSTa7 {2}-Ox4 (2}-2xe—| (20) 464 NA NA NA NA: 8. STUD TO SOLE PLATE 4—8d, toenail or 2-16d end nail HOLDOWN FASTENERS 9. DOUBLE STUDS, FACE NAIL 16d at 24” o.., AND WOOD STUDS PER . . . RE: 10. DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d at 16” o.. PLAN AND HOLDOWN q RiSNTPeR HD3 | 3640 MST48 (2) 2X4 (2) 2x6 (34) 16d NA. NA. NA. NA. 14, 15/S1.4 fa DOUBLE TOP PLATES, LAP SPLICE 18-16d SCHEDULE | SAEDIAE ae 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3-8d La 5 . . ri = 12. RIM JOIST TO TOP PLATE, TOENAIL 8d at 6” o.. | HD4 | 4830 | = MST60 (2) 2x4 (2) 2X6 (48) 16d NA. NA. NA. “A. oh 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d = : 14. CONTINUOUS HEADER, TWO PIECES 16d at 16” 0.c. along each edge es XK x xX x x x ox 221 . , . : 15. CEILING JOISTS TO PLATE, TOENAIL 3-8d -— 7 ed m4 HOS |) 4q30 | — HPAHD22 ae 2) 6 Pay ie0 STRAP na Le é 16. CONTINUOUS HEADER TO STUD, TOENAIL 48d ¢ ie 4 | 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d oo ig” ear ibd RE: | 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d - ae HD8 | 5025 STHD14 (2) 2x4 (2) 2x6 STRAP NA. ; 14" ; 8" gta | 19. RAFTER TO PLATE, TOENAIL 3-8d oa —— 20. 1” BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d FOOTING SIZE AND Lesie 5/8" 21. 1” X 8” SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d REINFORCEMENT HD7 | 3580 HFF22 (2}-aK4 (2}.2N6 (32}40¢ Sera Not 20-6/8" : 3! 22. WIDER THAN 1” X 8” SHEATHING TO EACH BEARING, FACE NAIL 3-8d PER PLAN HD TYPE 23, BUILT-UP CORNER STUDS 16d at 24” o.¢. (6) SDS 5/e" . 24, BUILT-UP GIRDER AND BEAMS 20d at 32” o.¢. at top HD8 | 2215 | HDU2-SDS2.5 (2) 2x4 (2) 2X6 veaie | scm 16-5/8" 8 & bottom SCALE: 3/4" = 1'-0" mt Teh ° ‘ia ° 7 Hog | 3205 | HDU4sps25 | (2)2x4 (2) 2X6 slam 5/8" 20-5/8" 8 ends & each splice ° 1/4X2 1 each splice 2 INTERIOR HOLDOWN 3 yxave | ssrB24 i ees sete ah seh Seating HD10 | 4065 | HDUS-SDs25 | (2) 2x4 (2) 2x6 (1) SDS lal 20-5/8" gr yaxoue | ssreo4 RE: RE: 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD 2 10/860 $13 SUBFLOOR, ROOF AND WALL SHEATHING(TO FRAMING): (2) 2x4 (2) 2x6 (20) SDS , - 4X PER PLAN —h- p+ 4305/ 7B ‘ ‘ 1/2" AND LESS 6d 3 a WH PU | gam, | USSOSes a a6 1/4x2.1/2" | $B 7/8X24 8 ‘ 19/32”-3/4 8d 4 n 1/8"=1" 34 Pe 5 5 P i: — Tl HD12 | 9595 | HBut+-SBS25 4x6 6x6 an v 45 ~19°— 3! RE . » vs ' W/N 11/8"-1 1/4 10d 4 = an i ad 2613 or 8d 5 = |: HD13 4492 B49 oe 6X6 (5) 11/4" ROD & 94H 448 ge 4 COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMING): 7 ny 6x6 TDA MB. | ww] PLa/a%2 1/450 2813- 3/4 OR LESS 6d 5 a Ji] y_ WANUT T&B 7/8"-1" 8d 9 et [i] START NAILS 4 1/2" UP (36) SDS 4 RE: 11/8"-1 1/4" 10d 4 Se FRont END oF sTUD TT mie ee oe os Woe | NWN 1 —_ 1 e ZATISI3 - NO NAILS REQ. Jor 27. PANEL SIDING(TO FRAMING): or 8d KTS HO RE: 1/2” OR LESS ad ; . is if HD15 MSTC48B3 (2) 2x4 (2) 28 (12) 10d FACE, (4) 10d BOTTOM, (38) 10d STUDS/POST rt4 5/8” 8d 6 a0 i = ie = — HOLDOWN AND FASTENER SCHEDULE NOTES; 26; FIRERBOARD ‘SHEA IEING f : ] L 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY. 1/2 No.11 ga 8 NA 2. 16d = 0.162" DIA. X3 1/2" LONG. 6d 4 \ 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. ; No.16 ga 9 FACE NAILS (4) 0-148" DIA.X3" 4. SCREWS SHALL BE SDS 1/4" DIA. X 2 1/2" AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. 95/32 No.11 ga 8 aaa ue \— BEAM PER PLAN 5. HOLDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. 8d 4 (12) 0. 2 7/8” PRE BENT 6. ANCHOR BOLT NUT SHALL BE FINGER-TIGHT PLUS 1/3 - 1/2" TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. IMPACT WRENCHES SHALL NOT BE USED. No.16 ga 9 7. HDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. 29. INTERIOR PANELING 7 8. _ RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. 1/ 4 4d 10 9. BUNDLED STUDS TOGETHER W/ (2) 0.162"DIA X 3-1/2" @ 8" FULL HT. 3/8 6d 1 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE 'NO WET STICKING". 11. ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR BOLT HAVES SHALL BE A MIN. OF 1/32" TO A MAX. OF 1/16" LARGER THAN THE BOLT DIAMETER. ANCHOR HEAD REQUIRES 2 HEX NUTS W/ A 2 1/4°x 3/8" PLATE. (N/W/N). 1 | i] iH] 1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. SCALE: 3/4" = 1'-0 2. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 XT INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL i HOLDOWN AT EXTERIOR 8 g HOLDOWN & FASTENER SCHEDULE PANEL AND PARTICLEBOARD DIAPHRACMS AND SHEAR WALLS, REFER TO SECTION 2314. —~ 3, NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. 3 COMMON OR DEFORMED SHANK. SHEARWALL oe ADDED STUD FOR TT ' at RE: PLAN 7 ONIMON HD TYPE HOLDOWNS STRAP TYPE | , (COUNTERSINK) | HOLDOWN PERPLAN HOLDOWN PER | Lt SIBAP | 5. DEFORMED SHANK aL IE SAW CUT IN PLY TO {| RE: PLAN OVER | + ae te ee HOLDOWN NAILING RE: L SHEATHING HOLDOWN NAILING RE: 6. CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2325.1. +t | BEAM PER PLAN aie a INTERIOR ———, j_-—HOLDOWNNALINGRE | —~fL HOLDING He ae : 7. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT —f (TYP.) iT r 2 a =) NL I INTERMEDIATE SUPPORTS. N He | 3 S on < —— 8. CORROSION-RESISTANT ROOFING NAILS WITH 7/16 INCH-DIAMETER HEAD AND 1 1/2 INCH LENGTH FOR LU ol ; : a = ” \ PRLSE ss sd 1/2-INCH SHEATHING AND 1 3/4-INCH LENGTH FOR 25/32-INCH SHEATHING CONFORMING TO THE f y J | | | | O) 4 ut 5 if REQUIREMENT OF SECTION 2325.1. —— I a) =z) — = <_ G = <1 | IN Ii! a) 9 ! “= 2S ae — 9. CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16-INCH CROWN AND 1 1/8-INCH LENGTH FOR ee of NS fy ¢ = =| 2 1/2-INCH SHEATHING AND 1 1/2-INCH LENGTH FOR 25/32-INCH SHEATHING CONFORMING TO THE vosts ut Dk Dk s REQUIREMENTS OF SECTION 2325.1. ST aN ! i \ ke @ownune 2 sUNDLED STUDS RE an | (TYP,) @ 3 ei 32 BUNDLED STUDS RE: | 10, PANEL SUPPORTS AT 16 INCHES(20 INCHES)IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, PL.5X5X3/8" | o oo HOLDOWN SCHEDULE _& 1 _-—— HoLDoWn nike a ! UNLESS OTHERWISE MARKED. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES , 4 vi . y 7 ! SUPPORTS. one BEND STRAP UNDER | STRAP I | | MULT. JOIST/BEAM U.N.O. | fel ot ae J RE: HOLDOWN SCHEDULE a ee 11. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 PER PLANS FOR ADDITIONAL INFO. INCHES AT INTERMEDIATE SUPPORTS. " ; NOTE: sie x SHEATHING NOT A STANCE oft ae ow RE: HOLDOWN SCHEDULE PROVIDE 1 5/8" MIN. SHOWN FOR CLARITY FOR ADDITIONAL INFO. END DISTANCE FOR STRAPS SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" ST R U C T U R A L DE T A I L S SHEE NAILING SCHEDULE (TABLE 2304.9.1) 17 18 19 20