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""''''''''''' --_ ••WI—IIIIIII .E. 0.- 5- 2111000._ ,-'""'''' [11 -11111.m--_ NW ' Ilk 1. • o a nd Rose a ivo 2820 Oakes Ave . Anacortes ,Wa . 98221 ons ruct • ion Documents Feb . 1s ¶ .- .sis:.,..1:7.,.. •._... ....... .„. 3_ .......,.,. ,,e.,.. idim ,,:;7--_,„, .. : , ...., 1 ,• ••,_ ___;___.;,_.„-_____,i .,:.4... .„...::: • ,) 2siki 1.--L.-6. I Y, �.- � -- michael trafton 4534 sharpe rd. anacortes, wa. 98221 telesis.trafton@gmail.com 360.420. 1497 cell/text telesisdesignteam.com ABBREVIATIONS PROJECT DATA DESIGN GUIDELINES DESIGN TEAM .3 ��QFORconEcon ALL MATERIALS LISTED SHALL COMPLY WITH THE REQUIREMENTS OF THE OFFICE OF THE STATE FIRE MARSHAL. kT MAX. MAXIMUM G1 � {i� AND MECH. MECHANICAL METAL ROOFING: CLASS A MECHANICALLY SEAMED BUILDING AREA: 0 7 OWNER: m kBOVE MFR. MANUFACTURER Jody S Raivo WAX kSPHALTIC CONCRETE MH. MAN HOLE 6974 ErshigRd. 7 COMPOSITION SHINGLE ROOFING: 30 YEAR CLASS A � 1891 ,Sw o� kIR CONDITIONING MIN. MINIMUM LIVING AREA: 2451 SF Bow, Wa. 98232 C't it)FIELD V4 CORSQ��` kBOVE�COUS IOCALTERTOP MIR. MIRROR GARAGE: 640 SF MIR. MIRROR MODIFIED BITUMEN ROOFING: CLASS A, APP TORCH DOWN MULTI-PLY MODIFIED BITUMEN ROOFING COVERED PATIO: 399 SF DESIGNER: 0 q ADDN'L. ADDITIONAL MISC. MISCELLANEOUS HORIZONTAL SIDING MIN. 1X8 WESTERN RED CEDAR W/ 1/4" SQ. EDGE REVEAL SHIP LAP, AN ADDITIONAL FACE Telesis Design ADJ. ADJACENT MW. MICROWAVE OPEN PATIO: 00 SF AFF. ABOVE FINISH FLOOR MOD. MODULE NAIL SHALL BE INSTALLED 1" FROM SHIPLAP EDGE. Michael Traftonla th 4534 Sharpe Rd. AGG. AGGREGATE MTL. METAL SHINGLE SIDING CEDAR VALLEY "CALIFORNIA STACK" 1-COURSE SHINGLE SIDING PANEL 4 - 1/4" OR GREATER EXPOSURE SITE COVERAGE: Anacortes, Wa. 98221 ALUM. ALUMINUM INSTALLED OVER 7/16" MIN. OSB (360)420-1497 ..--1 la ALT. ALTERNATE (N) NEW PARCEL AREA: 7875 SF ARCH. ARCHITECTURAL NEC NATIONAL ELECTRIC CODE WINDOWS MTL. CLAD WOOD WINDOWS STRUCTURAL ENGINEER: 11111 AVG. AVERAGE NIC. NOT IN CONTRACT BUILDING IMPERVIOUS COVERAGE: 3530 SF Im ii N/A NOT APPLICABLE BUILDING FOOT PRINT: 2029 SF Johnson Structural Engineering Inc. DOORS SOLID WOOD OR MTL. CLAD WOOD Larry Johnson BD. BOARD NTS. NOT TO SCALE COVERED PATIOS: 399 SF 152 Short St. BF. BOTH FACES FLOOR PROJECTIONS AND SOFFITS 1X8 T&G CEDAR DECKING INSTALLED 0/ 5/8" EXT. RATED GYP SHEATHING OR SIM. Bozeman,MT 59715 OU 4' BF. BOTH FACES 0/ OVER PATIOS: 399 SF ,-1 = X (406) 585-2939 N — O BIC. BUILT-IN CABINET O.C. ON CENTER EXPOSED TIMBER FRAMED SOFFITS MINIMUM 6X8 EXPOSED RAFTERS W/ 2X8 T&G DECKING DECKS: 338 SF I. �4" 'r+' '�7' U BLDG. BUILDING O.D. OUTSIDE DIAMETER WALKWAY: 139 SF y N CONTRACTOR: `. c - E BLK. BLOCK OFD. OVERFLOW DRAIN DRIVEWAY COVERAGE: 629 SF Owner/Builder v BLK'G. BLOCKING OH. OVERHEAD C . © N JodyRaivo p t. BLW BELOW OPP. OPPOSITE TOTAL IMPERVIOUS COVERAGE: 3530 SF (40%) - �� : g- O L r : C 0 C 6974 Ershig Rd. - N p BRZ. BRONZE TOTAL ALLOWABLE IMPERVIOUS COVERAGE: 3937 SF (40%) �� a-+ cm Bow, Wa. 98232 1 r6 Q , � BTM. BOTTOM PERF. PERFORATED 2018 MANDATORY MEASURES ro La) a) BTM. BETTER PLAM. PLASTIC LAMINATED ;lr ` ' L BTWN. BETWEEN PLYWD PLYWOOD tiv ,� \ N v) i vi N CONSTRUCTION SUMMARY: k� , ., ' r _c o a) • BVL. BEVELED PNT. PAINT I . 1 ' ' t ` y _c Ov 'N71- '� BW. BOTH WAYS PP. POWER POLE SITE DEVELOPMENT : CONSTRUCTION TYPE: V-B • .\.OCCUPANCY GROUP: R-2A SHEET INDEX , . . . — CD ru a ° Tu a) PSF POUNDS PER SQUARE FOOT STORM WATER DRAINAGE MANAGEMENT PLAN SHALL BE IMPLEMENTED DURING CONSTRUCTION Any automatic APPLICABLE CODES: ti..... E rcs ro CAB. CABINET PT. PRESSURE TREATED 2018 RESIDENTIAL CODE CBC CALIFORNIA BUILDING CODE PVC. POLY VINYL CHLORIDE INDOOR WATER USE sprinkler/irrigation 2018 GREEN BUILDING STANDARDS CODE ARCHITECTURAL DRAWINGS CCR CALIFORNIA CODE OF REGULATIONS PVMT. PAVEMENT MAXIMUM PLUMBING FIXTURE FLOW REQUIREMENTS SHALL BE AS FOLLOWS: system requires 2018 ELECTRIC CODE CEC CALIFORNIA ELECTRIC CODE PUE. PUBLIC UTILITY EASEMENT SHOWER HEADS: 2GPM water department 2018 MECHANICAL CODE COVER SHEET CF CUBIC FEET LAVATORY FAUCETS: 1.5 GPM l prior to 2018 PLUMBING CODE A0.0 PROJECT DATA approval CFC CALIFORNIA FIRE CODE QT. QUARRY TILE KITCHEN FAUCETS: 1.8 GPM pp 2018 ENERGY CODE A0.1 GENERAL NOTES CLG. CEILING QT. QUARRY TILE WATER CLOSETS: 1.28 GALLONS/FLUSH final inspection. CJ. CONTROL JOINT WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWER HEADS JURISDICTION: A1.1 SITE PLAN CLR. CLEAR R. RISER CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI. CITY OF ANACORTES-BLDG. DEPT. A1.2 MANAGEMENT PLAN CMC CALIFORNIA MECHANICAL CODE RAD. RADIUS 904 6TH STREET CMU CONCRETE MASONRY UNIT RD. ROOF DRAIN OUTDOOR WATER USE : PO BOX 547 A2.1 FOUNDATION PLAN CNTR. COUNTER RDWD. REDWOOD AUTOMATIC IRRIGATION SYSTEM CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE WEATHER BASED. ANACORTES, WA. 98221 A2.2 FIRST FLOOR PLAN C.O. CLEAN OUT REINF. REINFORCING 360-293-1901 A2.3 FIRST FLOOR FRAME Q COL. COLUMN REF. REFRIGIERATOR ENHANCED DURABILITY AND REDUCED MAINTENANCE : A2.4 SECOND FLOOR PLAN COMP. COMPOSITION REQ'D REQUIRED ANNULAR SPACES AROUND PIPES, ELECTRICAL CABLES, CONDUITES OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST TEH A2.5 SECOND FLOOR FRAME > CONC. CONCRETE RET. RETAINING PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING A2.6 ROOF PLAN CONN. CONNECTION REV. REVISION AGENCY. A2.7 ROOF FRAME CONT. CONTINUOUS RM. ROOM A2.8 DOOR/WINDOW SCHEDULES/DETAILSCZ CONTR. CONTRACTOR RO. ROUGH OPENING CPC CALIFORNIA PLUMBING CODE CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING : o CT. CERAMIC TILE SC. SOLID CORE A MINIMUM OF 60% OF THE CONSTRUCTION WASTE GENERATED AT THE SITE IS DIVERTED TO RECYCLE OR SALVAGE. THIS IS ACHIEVED BY USING COUNTY A3.1 EXTERIOR ELEVATIONSI: SC. SOLID CORE CERTIFIED A3.2 EXTERIOR ELEVATIONS DBL. DOUBLE SCHED. SCHEDULE LAND FILLS OR IMPLEMENTATION OF A WASTE MANAGEMENT PLAN. WASTE MANAGEMENT PLAN SHALL BE APPROVED BY ENVIRONMENTAL SERVICES DIVISION. A3.3 BUILDING SECTIONS DET. DETAIL SD SOAP DISPENSER A3.4 BUILDING SECTIONS DEPT. DEPARTMENT SDR. STORM DRAIN BUILDING MAINTENANCE AND OPERATION : a) D.F. DOUGLAS FIR SECT. SECTION AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE OCCUPANT OR OWNER. DIA. DIAMETER SEZ STREAM EASEMENT ZONE STRUCTURAL DRAWINGSU) DIM. DIMENSION SF SQUARE FOOT/FEET FIREPLACES : Q DIV. DIVISION SHT. SHEET ANY INSTALLED GAS FIREPLCAE SHALL BE A DIRECT VENT SEALED COMBUSTION TYPE. REFER TO A2.1-A2.5 FOR STRUCTURAL DN DOWN SHLVS. SHELVES PLAN CALLOUTS AND DETAILS N DW DISHWASHER SHWR. SHOWER POLLUTANT CONTROL : I: N DWG. DRAWING SIM. SIMILAR DUCT OPENINGS AND OTHER AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. CO SLR. SEALER ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS. W ( ) (E) EXISITNG SPECS. SPECIFICATIONS PAINTS, STAINS AND OTHER COMPONENTS SHALL BE COMPLIANT WITH VOC LIMITS. EA. EACH SQ. SQUARE AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MANUFACTURER LIMITS FOR VOC AND OTHER TOXIC COMPOUND LIMITS. CITY OF ANACORTES / • EJ. EXPANSION JOINT S&P SHELF & POLE CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. SITE DATA CO ELECT. ELECTRIC/ELECTRICAL SS SANITARY SEWER DOCUMENTATION SHALL BE PROVIDED TO THE COUNTY BUILDING INSPECTOR VARIFYING THAT COMPLIANT VOC LIMIT FINISH MATERIALS HAVE BEEN USED. PLANNING AND BUILDING DEPT: C w ELEV. ELEVATION S.S.D. SEE STRUCTURAL DRAWINGS 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC EMISSION LIMIT DEFINED IN THE COLLABORATION FOR HIGH EMER. EMERGENCY S.ST. STAINLESS STEEL PERFORMANCE P 133847 APPROVED PLANS EN. EDGE NAIL STD. STANDARD SCHOOLS (CHPS) LOW EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAM. (0.1808 ac) THE SOUTH 75.00 FEET OF THE WEST 1/2 REVIEWED FOR CODE COMPLIANCE Q3 (/) EOP. EDGE OF PAVEMENT STL. STEEL PARTICLE BOARD, MEDIUM DENSITY FIBER BOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH THE LOW OF LOT 7 AND ALL OF LOTS 8, 9 AND 10, BLOCK 301, PERMIT#: BLD-2022-0062 COW EOS. EDGE OF SLAB STOR. STORAGE FORMALDEHYDE STANDARDS. NORTHERN PACIFIC ADDITION TO ANACORTES, AS �--+ EQ. EQUAL STRUCT. STRUCTURAL PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE ADDRESS: 2818 O� AK S AV O EQUIP. EQUIPMENT SUSP. SUSPENDED INTERIOR MOISTURE CONTROL : 9, RECORDS OF SKAGIT COUNTY, WASHINGTON. APPROVED BY: //�'� V Q EXT. EXTERIOR S.W. SHEARWALL VAPOR RETARDERS AND CAPILARY BREAK IS INSTALLED AT SLAB-ON-GRADE FOUNDATIONS. SURVEY AF#202108190020 (BEING A RE-RECORDING SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT • O U MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING IS CHECKED BEFORE ENCLOSURE. OF SURVEY AF#202108020112 BE ALTERED WITHOUT AUTHORIZA ON. FA. FIRE ALARM T. TREAD Q N 2ENVIRONMENTAL COMFORT : FACP FIRE ALARM CONTROL PANEL TC. TRASH COMPACTOR CO FAU FORCED AIR UNIT TEL. TELEPHONE DUCT SYSTEMS ARE SIZED, DESIGNED AND EQUIPMENT SELECTED USING THE FOLLOWING METHODS: FFE. FINISHED FLOOR ELEVATION TEMP. TEMPERED 1. SIZE DUCT SYSTEMS ACCORDING TO ACCA 29-D (MANUAL D) OR EQUIVELANT. ` V 2. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ACCA 36-S (MANUAL S) OR EQUIVELANT. "'" # - - -4 ' ill FG. FIXED GLASS T&G TONGUE & GROOVED %liy FH. FIRE HYDRANT TV TELEVISION • . oites.„.., IL FIN. FINISH TYP. TYPICAL INDOOR AIR QUALITY AND EXHAUST : r • , 4 Ell=11== FLR. FLOOR UNLESS FUNCTIONING AS A WHOLE HOUSE VENTILATION SYSTEM, BATHROOM FANS SHALL BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY • , It ,. Al wUBC UNIFORM BUILDING CODE ACCESSIBLE. HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT. F - ,'. ,. %, GA. GAUGE UFC UNIFORM FIRE CODE r ti• t - t-+ Document Date : GALV. GALVANIZED UMC UNIFORM MECHANICAL CODE QUALIFICATIONS '4 - -.4• r . . February, 2022 GC. GENERAL CONTRACTOR UON UNLESS OTHERWISE NOTED HVAC SYSTEM INSTALLERS ARE TRAINED AND CERTIFIED IN THE INSTALLATION OF HVAC EQUIPMENT. • -' 1 M . GFI. GROUND FAULT INTERRUPTER UPN UNIFORM PLUMBING CODE ' :• 1i1:1 i .itlit ; . _ . - Document Phase : GI. GALVANIZED IRON VERIFICATIONS : 1 } GLB. GLUED LAMINATED BEAM VCT VINYL COMPOSITION TILE VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER i - �� ` Construction Documents GND. GROUND VENT. VENTILATION CERTIFICATION, INSPECTION REPORTS OR OTHER METHODS ACCETABLE TO THE ENFORCING AGENCY WHICH SHOW SUBSTANTIAL CONFORMANCE. - • , - ,. I` µ get: '* �+r GSM. GALVANIZED SHEET METAL VERT. VERTICAL • _ GYP. BD. GYPSUM WALL BOARD VIF. VERIFY IN FIELD • 4' Vr , ''Ai f - - VNR. VENEER rev. remark HB HOSE BIBB -', _ _ -' +a= - - SITE ADDRESS HC HOLLOW CORE / HANDICAP W/ WITH R `• . �, ' , �� '_ •. HDWR. HARDWARE WC. WATER CLOSET ti *44 2820 OAKES AVE. HORIZ. HORIZONTAL WD. WOOD - ; - . . - ' .• {' HP. HIGH POINT W. WASHER �' r HT. HEIGHT WH. WATER HEATER • t_HTG. HEATING W/O WATER HEATERS I V _ s HVAC HEATING/VENTILATION/AIR CONDITIONINcNP. WATER PROOF 2 HW. HOT WATER P133847 `♦ I YD. YARD _ .4 - - ID. INSIDE DIAMETER ID. INSIDE DIAMETER -• -. • ; *j 7,875sf / INCL. INCLUDED Q. •r INFO. INFORMATION ! t '�' - • • ' ♦ _ INSUL. INSULATION �Q �• f ` - INT. INTERIOR + .�-' •' • - - 10" INF. INFRARED ''' LAM. LAMINATE LB. POUND + Project Data LF. LINEAL FOOT '- • • . .LVL. LAMINATED VENEER LUMBER y *. r *S _ P° r A VICINITY MAP AO . O NTS V. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. NORTH 5" min height General Notes: Framing Walls: Safety General Requirements AMC 12 04 080 r Electrical : 1. All wood used in the forming and placing of concrete, if within the ground 43. Address: Everybuildingmust have its add plainly legible and visible from the 64. Electrical outlets shown on the plans are those required for or ' O CODE ndation sills & the ground shall be removed. Remove all loose 21. Cripple walls must be framed of studs not less in size than the studding above. p Y 9 \s] When exceeding4 feet in height, such walls must be framed of studs havingthe size4" convenience onlprovide all outlets as required bythe national electric of `Ostreet. Numbers shall be a minimum of in. y• q G�T Y t in contact with the ground or under the new building area. g44. Smoke Detectors: When work isperformed that required apermit, or when a providerequiredhookupsappliancesequ0ipment. _1 � �� for an additional stor walls less than 14" must have solid q code & for all and e ui ment. ms: (where applicable),Accessible under-floor areas shall be provided requiredY• CripplehighblockingProvide recessed meter base. Provide GFI & WPprotection where required n 18"x24" opening if access is through the floor, and 16"x24" if or with sheathing on one side. sleeping room is created, the entire building must be provided with smoke alarms. A q 7.� 1.'o. gh an exterior wall. Access shall be unobstructed by pipes, 22. Wood columns must be restrained to prevent lateral displacement at the bottom. smoke alarm must be installed in each sleeping room and outside the sleeping room in by code. N,4COR �e . If access is through an exterior wall, a16 inch wide by 24 inch in 23. Column and posts located on concrete floors exposed to weather, water splash or in the immediate vicinity. There must be at least one smoke alarm on every floor level. All �.inp.- e __ provided in front of the opening. Through -wall openings must not basements must be supported by concrete piers or metal pedestals projecting above smoke alarms must be hardwired and interconnected. Plumbing : 0 q be located under doors into the building. the floors, unless approved wood of natural resistance to decay or treated wood is used. 45. Guards must be installed when a floor or grade is 30" or more above an i 65. Inspecton: No plumbing or drainage system or building sewer may 3. Ventilation: All under-floor areas shall be provided with 1 sf of foundation vent the pedestals must project at least 6" above exposed earth and at least 1" above such adjacent floor or grade that is 36" horizontally from the edge of the walking be covered,concealed or put into use until it has been tested, inspected, la 0 for each 150 sf of floor area. Locate vents within 3 feet of corners as practical and floors. surface. Guards must be a minimum of 42" in height. Open guards must have and approved. (IPC 103.5.1.3) ---X la provide cross ventilation, cover vents with corrosion-resistant wire mesh with 24. Separation: there shall be maintained a minimum clear separation of 6" between intermediate rails or ornamental pattern such that a spere 4" in diameter cannot pass openings of 1/4" in dimension. Continuously operated mechanical exhaust any wood and earth, or the wood shall be of a type with natural resistance to decay or through, except at the toe triangle where 6" is allowed, or at stairway guards where 4- 66. Supply testing: Plumbing supply piping must be tested with working water treated wood is to be used. 3/8" is allowed. pressure or, except plastic piping, 50 psi at pressure. (IPC 609.4) IA ventilation at a rate of 1 cu ft. per minute for each 50 sf of crawl space may be used. 46. Garage Floor: The floor surface in a garage must be non-combustible and sloped 67. Drain testing: Plumbing drains must be tested with water filled to the hieghtest vent 4. Foundation drains to be installed around foundations that retain earth and enclose 25. Place a vapor barrier of Tyvek or equal over all exterior walls. g g g p insystem rin or 5psipressure.ng (IPC habitable or useable space below grade. Tiles, pipes, and other approved materials must 26. Top Plate: Exterior wood stud walls must be capped with a double top plate installed toward the garage door or floor drain. 712.2.3) Im discharge by gravity or mechanical means to an approved drainage system. to provide overlapping at corners and intersections with bearing partitions. End joints 47. Showers must have a nonabsorbent wall covering extended to 72" above drain inlet 68. Protection: All piping passing under or through a wall must be protected from o with water resistant backing. breakage. Approved provisions must be made for expansion of hot water piping. (3- +-� 5. Vapor Barrier: Cover ground at crawl space with min. 6 mil. black colored, moisture must be offset at least 24". Exception: advanced framing shall be allowed with ,__1 _ x one topprovided allprovisions of stud, joist, and truss locations are aligned. Voids around piping passing through concrete floors on the ground must be �� a< o barrier, laps to be 12" min. and sealed, and ends to extend up foundation walls a min. plate, rafter, g 48. Furnace shall be installed to have a min. total clearance of 12" @ .. _ ,77:7 N ea a-, u 27. Notches: anystud in an exterior wall or bearingpartition maybe cut or notched to aappropriately sealed. (IPC 313.1) y, N ' . 12". (WSEC 502.1.6.7) sides with a min. clearance of 3" alongsides, top, & back. Ifplaced in a ` . ;' �1 00 ° 69. Support: Horizontal piping must be supported at sufficiently close intervals to • ci) a1 CU 6. Damp-proofing: Foundation walls enclosing basements below finished grade must be depth not to exceed 25 /o of its width. Studs in non-bearing partitions may be garage, set unit on a platform to provide a minimum of 18" height above prevent sagging. Pipe supports for ABS maynot exceed 4 feet on center. p� 1 , r -� =. u co notched to a depth not to exceed 40% of a single stud width. Anystud maybe g' p pp �' o L ra c N damp-proofed. p 9 garage floor. (IPC 314.5/314.5.1) = +� 7. Yard piping for water service shall be at least 12" below grade. Waterdrilled, providedresulting �` \ Cl.) o ch rn inchesbored or that the diameter of the hole is no closer than 5/8" to �� '�" �, . 49. Attic access: Provide min. 22 x 30 access to attic areasgreater than 30 square ,A L L ' `~ ,-1 - the edge of the stud, 70. Water heater relief valves must bre provided with a drain, not smaller than the relief pipes may not run or be laid in the same trench as the building sewer or drainage gand the hole is not located in the same section as a cut or notch. q ,� +., � to � cn feet. Construct with 5/8" GWB and capped with R-49 insulation. Provide plywood baffle valve outlet, extended to the outside of the building and discharging downward 6-24" .., , °,q,,. _c , 4-, o -0 unless both the following conditions are met: above grade. •tip ai V) L ' N a. The bottom of the water pipe, at all joints, shall be at least 12" above the sewer line. Drilling: 1. A stud may be bored to a diameter not exceed ing 60% of its width, at edges to contain adjacent insulations. Provide min. 30" verticle clearance above !t•• • ,;, ; ra o .� .u) opening. ► ' t r ,_ _c u cn • to b. The water pipe shall be placed on a solid shelf excavated at one side of the provided that such studs located in exterior walls or bearing partitions are doubled and p g• 4 . \‘,./ u M (� all o a) pp50. Stairs shall have a max. of 7" hi h risers and 11" dee treads. rovide a 1" toe71. Hose bibs must be protected by an approved non-removable type backflow prevention .:•,--. , in C a� Dcommon trench with a minimum horizontal distance of 12" from the sewer or drain. that not more than two successive studs are bored. g p device. (IPC 603.5) E (.0 +� co 112 (UPC 313.10.1) 2. Approved stud shoes may be used when installed in accordance with the overhang. Handrails shall be 34 to 36" above the toe, and be set 1.5" off the wall 72. Water heaters must be anchored or strapped in the upper and lower third of the manufacturer's recommendations. and have a grip of 1.5". tank to resist horizontal displacement due to earthquake motion. A distance of 4" Foundation and Site Preparation : 28. Fire blocking shall be provided to cutoff concealed draft openings (both vertical and must be provided between the lower strap and the controls. (P2801.7) horizontal) and to form an effective fire barrier between stories, and between a top story Energy and Envelope Notes : 73. Water heater pan: When a water heater is located where water damage may 1. All wood used in the forming and placing of concrete, if within the ground and the roof space. occur from a leaking water heater, a watertight pan must be installed beneath with a or between foundation sills & theground shall be removed. Remove all loose Install fire blocking at: min. 3/4" drain to outside of building. (P2801.5) 51. Requirements: Check with the building department having jurisdiction prior to or casual wood in contact with theground or under the new buildingarea. 1. concealed spaces of a stud walls and partitions, including furred spaces and 74. Seal: All plumbing fixtures, including toilets, must be caulked or sealed at their parallel row of studs or staggered studs as follows: bidding to determine if that building department has any special framing or backing base. (IPC 407.2) 2. Crawl Access: (where applicable),Accessible under-floor areas shall be provided requirements to meet the energy codes or for any other reason. with a minimum 18"x24" opening if access is through the floor, and 16"x24" if a. vertically at the ceiling and floor levels. 75. Freeze Protection: All water lines to be protected from freezing. If water lines are 52. Air leakage: Sole plate is to be caulked or glued to floor. Rim joist between h an exterior wall. Access shall be unobstructed bypipes, 2. All interconnections between concealed vertical and horizontal spaces such not located completely between heated space and insulated provide insulation access is through p p , stories to be caulked /sealed. All holes in building envelope are to be caulked/sealed 0 heat ducts, etc. If access is through an exterior wall, a16 inch wide by24 inch in as occurs at soffits, drops ceilings and cove ceilings. as required to assure pipes are protected from freezing. 9 including but not limited to electrical, plumbing & HVAC penetrations. Outlets, switch depth must be provided in front of the opening. Through -wall openings must not 3. Concealed spaces between stair stringers at the top and bottom of the run. p p g g 4. Openings around vents, pipes, and ducts at ceiling and floor level, with an boxes and recessed fixtures on exterior walls or ceilings are to be caulked/sealed with be located under doors into the building. approved sealant, or have foam face gaskets installed. All recessed lights are to be IC ■ 3. Ventilation: All under-floor areas shall be provided with 1 sf of foundation vent approved material to resist the free passage of flame and products of combustion. 5. Site built chimneys and fireplaces, fire blocking must be a min. of 1" thick rated, air tight & sealed to surrounding surface. Rough openings around all windows & ai : for each 150 sf of floor area. Locate vents within 3 feet of corners as practical and doors to be sealed/caulked. Mechanical provide cross ventilation, cover vents with corrosion-resistant wire mesh with and supported on metal strips or metal lath. 53. All ceiling exhaust fan ducting to be insulated as per code & to have as few bends openings of 1/4" in dimension. Continuouslyoperated mechanical exhaust 29. Headers: All openings in bearing and exterior walls are to be provided with a header 76. Approval: No mechanical system or equiptment regulated by this p as possible & to terminate at the exterior of the building. 1: ventilation at a rate of 1 Cu ft. per minute for each 50 sf of crawls ace maybe used. as indicated on plan or plan ledger. code may be connected to fuel source until approved by the building p 30. Stud partitions containing plumbing, heating, or other pipes shall be so framed and 54. Insulation to fill all exterior wall cavities. Do not compress. Cut to fit around wires, official. 4. Foundation drains to be installed around foundations that retain earth and enclose pipes, & outlet boxes. Recessed fixtures in exterior walls to have min. R-5 insulation habitable or useable space below grade. Tiles, pipes, and other approved materials must the joist underneath so spaced as to give proper clearance for the piping. Where a77. Testing: Gas piping must be tested at a min. pressure of 3 psi. (I behind them. discharge by gravity or mechanical means to an approved drainage system. partition containing such piping runs parallel to the floor joist, the joist underneath such Gauges used for testing must have upper range of not more than 1.5 5. Vapor Barrier: Cover ground at crawl space with min. 6 mil. black colored, moisture partition shall be doubled and spaced to permit passage of such pipes and shall be 55. All HVAC ducts installed outside the heated habitable space to have sealed joints, times the test pressure. (in barrier, laps to be 12" min. and sealed, and ends to extend up foundation walls a min. bridged. corners, and boots, and insulated to a min. R-10. 78. Equipment in garages: Gas appliances generating a glow, spark or Q x- 12". (WSEC 502.1.6.7) Where plumbing, heating or other pipes are placed in or partly in a partition, 56. A one perm or less vapor retarder (i.e. kraft paper, PVA paint etc.) is to be installed flame N 6. Damp-proofing: Foundation walls enclosing basements below finished grade must be necessitating the cutting of soles or plates, a metal tie not less than 1/8" thick & 1-1/2" on the warm side of all insulation. capable of igniting flammable vapors may be installed in a garage N damp-proofed. wide shall be fastened to the plate across and to each side of the opening with not less 57. All recessed light fixtures in the thermal envelope to be certified under ASTM E-283 provided the pilots,burners, heating elements and switches are elevated 7. Yard piping for water service shall be at least 12" inches below grade. Water than 4-16d nails. and so labeled, or sealed around the exterior in an approved manner to be air tight. at least 18" above the floor. 58.All water pipes in unheated spaces to be insulated to a min. of R-3. 79. Clothes dryer ducts must be smooth metal and terminate outside the ; 0) pipes may not run or be laid in the same trench as the building sewer or drainage y ■ 59. Exterior doors to be adjusted so weather-stripping, threshold, & door sweep are building.Screens shall not be installed at the duct termination. Ducts may unless both the following conditions are met: Floors g' y a. The bottom of the water pipe, at all joints, shall be at least 12" above the sewer line. working properly & sealed well. • not be connected orinstalled with sheet metal screws. Maximum duct Q 31. Joist framing into the side of a wood girder shall be supported by framing anchors of 60. Blown-in attic insulation to be installed in strict conformance with manufacturers length is 25'. the maximum len thmust be reduced 2.5' for each 45 b. The water pipe shall be placed on a solid shelf excavated at one side of the 9 9 ( ) 5, common trench with a minimum horizontal distance of 12" from the sewer or drain. the required finish and type. recommendations for density & coverage. Provide vent baffles as required & insulate & degree bend and 5' for each 90 degree bend. (UPC 609.2) 32. Notches on the ends of solid joist may not exceed 1/4th the depth of a joist. weather-strip attic access door. 80. Exhaust fans: Bathroom, laundry rooms,kitchens and similar rooms (I) Notches in the top or bottom of a joist may not exceed 1/6th of the depth to be located 61. Provide makeup air with fresh ducting directly into the return air plenum of the must be vented by an exhaust fan. Duct must be terminated outside the in the middle of 1/3rd of the span. Holes bored in joists may not be within 2" of the top furnace system. Insulate the duct with R-4 in unheated spaces. Provide a damper to building and be not less than3' from any opening into the building. DuctsImp.‘›N }' Concrete and Reinforcing or bottom of the joist and the diameter of any such hole may not exceed 1/3rd of the provideprovidespace (WA VIAQ ) O o 2" regulate incomingfresh air, a clock timer on a whole house fan to air in unheated must be insulated toR-4 min. st 302.2.12 depth of the joist. Holes and notches must not be within of each other. movement air into the system per code. 81. Exhaust fan rating: Kitchen exhaust fans must be 100Cfm min. O U 8. Footing top surfaces must be level. Footings shall be stepped when For notching and boring of manufactured floor joist refer to the manufacture and follow necessary to change the top surface of a footing or where the bottomsurface their requirements fully. 62. Provide outdoor intake duct with damper to limitair flow to 145 Cfm under normal Bathroomexhaust fans must be 50 cfm min. 0 of a footing exceeds a 10% slope. 33. Joists, rafters and trusses must be supported to prevent rotation by installing solid operating conditions. 82. Water heaters: Appliances located in garages shall be elevated at CON 2 9. Sleeves shall be provided to protect all piping through concrete and blockingat each bearingpoint or as required bymanufacturer. 63. Allgas combustion appliances, except stoves & clothes dryers, to have combustion least 18" above garage floor. (P2801.6) N Q q pp p Y r masonrywall.(UPC 313.10.1) 34. Bearing partitions perpendicular to joists must not be offset from support by more air ducted directly to them. 10. All footings to be placed on firm inorganic, undisturbed soil of 2000 psf than the depth of all joist, joists must be sized to accommodate the load and as minimum (min) bearing capacity and to extend a min. of 18" below finished grade. Tie double joist are required under parallel bearing partitions. joist framed into sides of WSEC options 1.5 Prescriptive compliance is based on Table R402.1.1 with the following 2.0 wall vertical reinforcing steel to continuous footing steel. All reinforcing steel girders must be supported by joist hangers or ledger strips. modifications: below grade to have 3" in embedment,lap all rebar splices and corners 30 bar 1 0 , Vertical fenestration U=0.22 35. Bearing: In floor construction, joists and beams must have not less than 1.5" of 2 For an initial heating system using a heat pump Ceiling and single-rafter or joist-vaulted R-49 advanced Document Date : diameters. Unless otherwise noted on plans. that meets federal standards for the equipment Wood frame wall R-21 int plus R-12 ci February, 2022 bearing on wood or metal and not less than 3" on concrete. listed in Table C403.3.2(1)C or C403.3.2(2) Floor R-38 36. All plywood and OSB subflooring is to be glued to the supporting framing members; or Basement wall R-21 int plus R-12 ci• Girders and Joists j glue is to be applied in strict conformance with manufacturers directions. Air to water heat pump units that are configured to Slab on grade R-10 perimeter and under entire slab Document Phase : 37. Provide solid blocking for lateral support at each end of joist, and at all intermediate provide both heating and cooling and are rated in Below grade slab R-10 perimeter and under entire slab Construction Documents supports. accordance with AHRI 550/590 or 11. Wood joists closer than 18" or wood girders closer than 12" to the ground, must be Compliance based on Section R402.1.4: Reduce the Total conductive UA of treated wood or wood of natural resistance to decay. by 30%. 12. All wood in contact with concrete, masonry or earth must be pressure treated wood Roo 2.1 Compliance based on R402.4.1.2: 0.5 rev. remarkReduce the tested air leakage to 3.0 air changes per hour maximum at 50 or foundation grade and marked clearly by an approved agency. Cut ends of Pascals treated posts must be re-treated or be provided with protection from contact with or p g g 38. Plywood roof sheathing, if exposed on underside, must be exterior grade. concrete. Y For R-2 Occupancies,optional compliance based on Section R402.4.1.2: 13. Pressure treated wood shall be used for those portions of wood members which 39. Ventilation: Enclosed attic and rafter spaces must have cross ventilation for each Reduce the tested air leakage to0.3cfm/ftz maximum at50Pascals separate space by vent openings protected against the entrance or rain or snow. and form the structural support of buildings, balconies, porches, etc. When such members required area shall be 1/50 of the 1/300 of the space if the All whole house ventilation requirements as determined by Section The are exposed to the weather without adequate protection from a roof, eave, overhang or ° area, °except may be p M1507.3 of the International Residential Code or Section 403.8 of the openings are split with 50 /o but less than 80 /o of the openings a minimum of 3 feet above International Mechanical Code shall be met with a high efficiencyfan(s) other covering. Such members may include girders, joist and decking, posts, poles and (maximum 0.35 watts/cfm), not interlocked with the furnace fan(if present). the eave or cornice openings. Ventilation systems using a furnace including an ECM motor are allowed, columns. 40. Insulation dam must be provided at the attic access opening when using blown-in provided that they are controlled to operate at low speed in ventilation only 14. Ends of girders entering concrete or masonry wall shall be provided with a min. mode. insulation. (WSEC 502.1.4.4) air space of 1/2" at top, sides and ends. To qualify to claim this credit,the building permit drawings shall specify the 41. Trusses must be designed by a registered design professional, in accordance with option being selected,the maximum tested building air leakage,and shall 15. Post connection: Provide a positive connection between the post support & post ANSI/TPL1 standards. show the qualifying ventilation system and its control sequence of and between the post and beam sufficient to ensure against uplift and lateral operation. displacement. 42. Truss members must not be cut, notched, drilled, spliced, or otherwise altered in any 3.5a Air-source,centrally ducted heat pump with minimum HSPF of 11.0. 1.5 way without the approval of a registered design professional. Addition of loads that 16. Deck materials: Structural exterior posts, girders, joists and decking to be cedar To qualify to claim this credit,the building permit drawings shall specify the exceed the design load for the truss will not be permitted without verification that truss option being selected and shall specify the heating equipment type and the or treated material. is capable of supporting such additional loading. minimum equipment efficiency. 17. Fasteners for pressure treated and fire-retardant wood must be of hot dipped 5.2 Water heating system shall include one of the following: 0.5 galvanized steel, stainless steel or copper. (Exception: 1/2-inch diameter or greater Energy Star rated gas or propane water heater with a minimum UEF of Genera I I'Jotes steel bolts.) 0.80. To qualify to claim this credit,the building permit drawings shall specify the Exterior Shell option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. 7.1 All of the following appliances shall be new and installed in the dwelling 0.5 unit and shall meet the following standards: 18. Flashing: Flash and counter flash all exterior openings as required to make them Dishwasher-Energy Star rated weatherproof. Tops odf all exterior horizontal wood fenestrations to be flashed with metal Refrigerator(if provided)-Energy Star rated caps with drip edges to direct moisture away from wood. Washing machine-Energy Star rated Dryer-Energy Star rated,ventless dryer with a minimum CEF rating of 19.Trim: all exterior trim splices & siding joints to be mitered. Provide a 15 degree min. 5.2. bevel on ends of joining boards. To qualify to claim this credit,the building permit drawings shall specify the AO . 1 20. Make all roof penetrations for venting ect. on non-conspicuous side of ridges. option being selected and shall show the appliance type and provide documentation of Energy Star compliance.At the time of inspection,all Coat any ABS or PVC piping with a protective paint, designed for UV protection and appliances shall be installed and connected to utilities. Dryer ducts and to match the adjacent roof color. exterior dryer vent caps are not permitted to be installed in the dwelling unit. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. EROSION CONTROL MEASURES LANDSCAPE SITE PLAN GENERAL NOTES AND BEST MANAGEMENT PRACTICES 1. THE ENTIRE LANDSCAPING SCOPE OF WORK IS CONSIDERED DESIGN BUILD, INCLUDING PLANTING AND IRRIGATION. THE MATERIALS IDENTIFIED ON THE 1. ALL AREAS OF SITE DISTURBANCE SHALL BE IDENTIFIED BY THE INSTALLATION OF PERFORATED PLASTIC LANDSCAPE PLAN ARE A MINIMUM REQUIREMENT FOR THIS PROJECT. FINAL FENCING WITH A BRIGHT CONTRASTING COLOR SO THE AREAS OF DISTURBANCE ARE CLEARLY IDENTIFIED DESIGN PLANS SHALL BE SUBMITTED BY THE LANDSCAPE CONTRACTOR. THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE FENCE SHALL BE MAINTAINED THROUGHOUT THE 0 7 CONSTRUCTION PERIOD • 2. CONTRACTOR SHALL BE AN EXPERIENCED, LICENSED LANDSCAPE • CONTRACTOR OR HAVE EXPERIENCE IN THE INSTALLATION OF LANDSCAPE AND 2. FIBER ROLL BARRIERS SHALL CONSIST OF MILLED WOOD OR OTHER NATURAL FIBERS SEWN INTO A • • IRRIGATION MATERIALS AND METHODS. CIRCULAR WEAVE FABRIC. FIBER ROLLS SHALL BE INSTALLED ON THE CONTOUR LINE PERPENDICULAR TO Se0 THE SLOPE DIRECTION AND KEYED INTO A CONCAVE TRENCH OF AT LEAST THREE INCHES OF DEPTH. ROLLS PROP.CORNER • ' 3. THE CONTRACTOR SHALL INCLUDE A 2 YEAR MAINTENANCE AND WARRANTY _ SHALL BE STAKED ON BOTH SIDES EVERY 12" STAGGERED. WHEN TWO ROLLS ABUT THE ENDS SHALL • • PLAN AS A PART OF THE WORK SCOPE. A FINAL WALK WITH THE OWNER AT CREATE A TIGHT JOINT TO PREVENT SEDIMENT FROM ESCAPING. PROP.CORNER • THE END OF THE TWO YEAR PERIOD SHALL IDENTIFY ANY WORK IN NEED OFla kh II ti PROPERTY LINE • • • REPAIR OR REPLACEMENT UNDER THE WARRANTY. 3. ENTIRE AREAS BELOW DECKS SHALL BE COVERED WITH 6" DEEP 3/4" CLEAN DRAINROCK ss• • i . • • i , • • i , • • i . • • 4. ALL IRRIGATION LINES SHALL BE PROVIDED WITH A BACKFLOW PREVENTION •--1 la 4. PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE PRACTICED W • DEV ICE ACCEPTABLE. ALL IRRIGATION LINES SHALL HAVE AN AUTOMATICTHROUGHOUT THE ENTIRE CONSTRUCTION PERIODI _ n 0144. • ' DRAIN FEATURE ACTIVATED WHEN THE MAIN IRRIGATION VALVE IS CLOSED • FOR WINTERIZATION. • ••5. UNUSED CONSTRUCTION MATERIALS, DEBRIS AND EXCAVATION/GRADING MATERIALS SHALL BE CLEANED • o U 1411 . AND REMOVED FROM SITE. ,- < 5. ALL IRRIGATION DEVICES SHALL BE OF A QUALITY AND DURABILITY LEVEL1. • 1 w • I ii SUITABLE FOR COMMERCIAL INSTALLATION. E 6. STORAGE OF ALL CONSTRUCTION MATERIALS AND PARKING SHALL BE RESTRICTED TO AREAS THAT ARE 1 co ♦ -I-, CAPABLE OF ELIMINATING DEBRIS FROM BE CARRIED OFF SITE BY BOTH PEDESTRIAN AND VEHICULAR \ 1 • • • • a. • • • • • • • 6. IRRIGATION SYSTEM SHALL BE LOW WATER CONSUMPTION DRIP SYSTEM ,--1 = x TRAFFIC. I 1 CONTROLLED BY AUTOMATIC WEATHER BASED CONTROLLER. ,r• • - - •(� O LESS 2% 1 • �® INSTALL CLEANOUT •• , . c 1 N E . 7. DRIVEWAYS AND CONSTRUCTION ACCESS SHALL HAVE TRACK OFF CONTROL. PRIOR TO WINTER . E TO GRADE WITH BOX scyl p) N s- CONSTRUCTION (1ST OF MAY- 15TH OF OCTOBER, ALL CONSTRUCTION ACCESS POINTS SHALL BE COVERED SLpP 1 1 • LABELED "SEWER" •a , , .r -p t. U N WITH GRAVEL OR CRUSHED ROCK. FIBER ROLLS SHALL BE PLACED ALONG FULL ACCESS WIDTH AND • 1 , _ _ , 1 WITHIN 5'-0" OF I 7. COORDINATE FINAL SELECTION OF PLANTINGS AND IRRIGATION SYSTEMS WITH 4 '}' 'g- O O C N ++ RETURNED 3 FEET UPSLOPE DURING ALL CONSTRUCTION ACTIVITIES. FIBER ROLLS MAY BE MOVED DURING I BUILDING .. .W,w, ' e. N O O C ACCESS ONLY AND REPOSITIONED IMMEDIATELY. FIBER ROLLS SHALL BE REPLACED IF THE ROLL • 1 1 FOUNDATION • THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. CONTRACTOR SHALL ,� �' DETERIORATES DUE TO CONTINUED REPOSITIONING OR DAMAGE DUE TO ANY CONSTRUCTION ACTIVITIES I 1 1 1 W • • • % imi. imi. REVIEW AND ONLY PROVIDE APPROVED PLANTINGS. `` 4. ''\e '1� �' .b O N 8. IF CONSTRUCTION ACTIVITY WILL OCCUR BETWEEN 15TH OF OCTOBER AND THE 1ST OF MAY, DRIVEWAYS • I 1 1 ° INSTALL 2" PER RESIDENTIAL �tiv t '�t r o .v) SHALL BE PAVED IF THE SLOPE OF THE DRIVEWAY EXCEEDS 10% OR IF THE DRIVEWAY WILL BE USED FOR LESS 2 /0 I WATER SERVICE LINE FROM (E) 8. ALL "ENHANCED" LANDSCAPE AREAS SHALL BE BOUND BY PLANTERS TOk. ii \r)% U M N O N THE STOARAGE OF MATERIALS OR VEHICULAR ACCESS. • 1 1 ppE1\ 1 SL METER BOX TO GATE VALVE PREVENT GROWTH BEYOND THE PLANTER EDGE. 9. ALL AREAS OF SITE DISTURBANCE SHALL BE COVERED WITH 2" SHREDDED REDWOOD MULCH OR 1 [ 1 1 • 9. DISTURBED AREAS SHALL BE REVEGETATEDWITH APPROPRIATE SEED HYRDOSEEDED FOR WINTERIZATION AS WELL AS AREAS THAT ARE NOT LANDSCAPED AT FINAL GRADING. I 1 1 1 1 MIX AT THE SPECIFIED RATES: • 10. ALL DIRT STOCKPILES AND AREAS SHALL BE COVERED WITH VISQUEEN AND STAKED/WEIGHTED TO PREVENT 1 1 1 1 A. THE SEED SHALL BE EVENLY BROADCAST BY HAND, MECHANICAL HAND MOVEMENT OF BARRIER DUE TO WIND. • 1 1 1 I SEEDER, OR OTHER APPROVED EQUIPMENT. SEED SHALL BE INCORPORATED INTO THE SOIL USING HAND TOOLS. THE INCORPORATION PROCESS SHALL BE 11. ALL DISTURBED AREAS THAT ARE SLOPED UP TO A 3:1 SLOPE SHALL BE COVERED WITH HYRODSEED AND OR 1 [ 1 I 1 PERFORMED LONGITUDINAL TO THE SLOPE PROGRESSING FROM THE TOE OF WOODCHIP MULCH. SLOPES EXCEEDING 3:1 SHALL BE FIRST COVERED WITH A BIODEGRADABLE GEOTEXTILE I • THE SLOPE TO THE TOP OF THE SLOPE. THE WORK SHALL NOT CREATE AN FABRIC INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS AND HYDROSEEDED. O $ 1 1 1 • III EXCESSIVE AMOUNT OF DOWNWARD MOVEMENT OF SOIL OR CLODS ON EXISTING I I 1 1 SLOPING AREAS. SEED SHALL HAVE A SOIL COVER OF NOT LESS THAN ONE- 12. FILTER FENCE REQUIREMENTS • QUARTER INCH (1/4") OR MORE THAN THREE-QUARTERS INCH (3/4"). 1 I 1 A. SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND DISTURBANCE BEGINS. • 1 [ 1 1 1 I ZB. SLOW RELEASE FERTILIZER SHALL BE AMMONIUM PHOSPHATE SULFATE B. ALL SILT FENCE SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOTCOMMERCIAL FERTILIZER, AND SHALL CONTAIN A MINIMUM OF 17 PERCENT I 1 1 • NITROGEN, 7 PERCENT AVAILABLE PHOSPHORIC ACID, 12 PERCENT WATER Q CONCENTRATE AT LOW POINTS IN THE FENCE AND SO THAT SMALL SWALES OR DEPRESSIONS WHICH MAY o SOLUBLE POTASH; AND SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE CARRY SMALL CONCENTRATED FLOWS TO THE SILT FENCE ARE DISSIPATED ALONG ITS LENGTH. • s= 1 P133847 1 S� E I • W FLOWING, PELLETED OR GRANULAR. THE APPLICATION RATE SHALL BE 250 1 7 875 sf I POUNDS PER ACRE SPREAD UNIFORMLY OVER THE AREA TO BE REVEGETATED. • C. TO PREVENT WATER PONDED BY THE SILT FENCE FROM FLOWING AROUND THE ENDS, EACH END SHALL BE 1I CONSTRUCTED UPSLOPE SO THAT THE ENDS ARE AT A HIGHER ELEVATION. • [ 1 OVERALL SLOPE IOF _ > CZ • 2,451 SF OF NEW 1 SITE IS LESS THAN 9) C ESTABLISHMENT OF VEGETATION. MULCH SHALL ONSISTOOF PINE NEEDLES D. WHERE POSSIBLE, SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE. I • I ENCLOSED CONDITIONED SPACE I 2% FOR THE • 14:1( OR PROCESSED SITE CLEARED VEGETATION. THE MULCH SHALL BE APPLIED ENTIRE AREAI2 I I I •W UNIFORMLY AT A RATE OF APPROXIMATELY 4000 POUNDS/ACRE. THE MULCH E. WHERE POSSIBLE, VEGETATION SHALL BE PRESERVED FOR 5 FT. (OR AS MUCH AS POSSIBLE) UPSLOPE FROM MI - Z SHALL BE ANCHORED IN THE SOIL BY USE OF A SHEEPSFOOT, CRAWLER TRACK THE SILT FENCE. IF VEGETATION IS REMOVED, IT SHALL BE REESTABLISHED WITHIN 7 DAYS FROM THE Z. • - 1 1 J Cl) OR HAND PUNCHED WITH SHOVELS. INSTALLATION OF THE SILT FENCE. J• II CO CD >- , PT 1 1 re D. IN LIEU OF THE MANUAL APPLICATION OF THE SEED, FERTILIZER AND MULCH, F. THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16 IN. ABOVE THE ORIGINAL GROUND SURFACE. WI • I 1 •a W HYDROSEEDING MAY BE USED TO REVEGETATE DISTURBED AREAS. 0 Ul) G. THE SILT FENCE SHALL BE PLACED IN A TRENCH CUT A MINIMUM OF 6 IN. DEEP. THE TRENCH SHALL BE CUT a • 1 I E. ALL DISTURBED AREAS WILL BE REVEGETATED WITH THE MARTIS CAMP WITH A TRENCHER, CABLE LAYING MACHINE, OR OTHER SUITABLE DEVICE WHICH WILL ENSURE ADEQUATE 0• ' 1 1 a APPROVED FOREST UNDERSTORY SEED MIXTURE (THE ABOVE LIST IS A Q UNIFORM TRENCH DEPTH. a GUIDELINE -VERIFY EXACT REQUIREMENTS WITH MARTIS CAMP)AND ALL N • 1 1 I I Q AREAS OF EXPOSED SOIL WILL BE STABILIZED WITH PINE STRAW OR MULCH N H. THE SILT FENCE SHALL BE PLACED WITH THE METAL STAKES ON THE DOWNSLOPE SIDE OF THE GEOTEXTILE 1 PRIOR TO SUBMITTING FOR FINAL RELEASEI: , AND SO THAT THE 8 IN. OF CLOTH ARE BELOW THE GROUND SURFACE. EXCESS MATERIAL SHALL LIE ON THE 1 EXISTING Q• 4� CO BOTTOM OF THE 6-IN. DEEP TRENCH. THE TRENCH SHALL BE BACKFILLED AND COMPACTED. • 1 GAS LINE I. SEAMS BETWEEN SECTIONS OF SILT FENCE SHALL BE OVERLAPPED WITH THE END STAKES OF EACH • 1 1 73 > ■ SECTION WRAPPED TOGETHER BEFORE DRIVING INTO THE GROUND. 1 G - - - - -6- G J. MAINTENANCE - SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE ;OW 20'-0�� UTILITY TRENCH LOCATION - GEOTEXTILE. IF RUNOFF OVERTOPS THE SILT FENCE, FLOWS UNDER OR AROUND THE ENDS, OR IN ANY SETBACK LINE SETBACK LINE W^^,, OTHER WAY BECOMES A CONCENTRATED FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS ON PROVIDE ALL SIDESPROTECTION OF TRENCH. ALL CZ .. APPROPRIATE: 1)THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED, 2)ACCUMULATED SEDIMENT SHALL __ • TRENCH FENCING SHALL BE BE REMOVED, OR 3) OTHER PRACTICES SHALL BE INSTALLED. 7 <,- • REMOVED AFTER TRENCHES CO (I) � � • / ARE BACK-FILLED. �+ 13. CRITERIA FOR SILT FENCE MATERIALS �/ \\\ •• •• CONSTRUCTION ZONE FENDING • 1 SHALL BE RESET TO FOLLOW >1 O O A. FENCE STAKES -THE LENGTH SHALL BE A MINIMUM OF 32 IN. LONG. STAKES SHALL BE HEAVY GUAGE -, O --I/a pi' • THE DRIVEWAY EDGE. (� GLAVANIZED METAL. THE MAXIMUM SPACING BETWEEN POSTS SHALL BE 10 FT. \ / \ O EXISTING i SIDEWALK • QcNC CO B. SILT FENCE FABRIC SHALL HAVE A WIRE BACKING AND MEET THE FOLLOWING CRITERIA (SEE CHART BELOW) "� i // \ DRIVEWAY • •• CO �� W I N Q i FABRIC PROPERTIES VALUES TEST METHOD \ 2elO Z1111 GRAB TENSILE STRENGTH 90 LB. MIN. ASTM D1682 -7 / LESS o J MULLEN BURST STRENGTH 180 PSI MIN. ASTM D 3786 \ / SLOP N 1 Y • SLURRY FLOW RATE 03 GAL/MIN/FT MAX. US STD. SIEVE CW-02215 �> -�y w U EQUIVELANT OPENING SIZE 40-80 ASTM - G - 26 a Q Ell=1MMSk w 2°I° • ULTRAVIOLET RADIATION STAB. 90% MIN. 0 W s P� 14. INFILTRATION TRENCH INSTALLATION N I4 2 2'' Document Date : PROP.CORNER Mr PROP.CORNER February, 2022 A. INFILTRATION TRENCHES SHALL BE INSTALLED LEVEL WHERE POSSIBLE. ON SLOPES, THE TRENCH SIZE MAY NORTH BE REDUCED TO 18" WIDE BY 8" DEEP AND FUNCTION SOLELY AS CONVEYANCE STRUCTURES. AT THE LOW r PROPERTY LINE • il • • ii • • • • i•_ Document Phase : POINT OF THE CONVEYANCE TRENCH A DRYWELL MUST BE INSTALLED SIZED TO THE SAME VOLUME AS • .813. • • • • •SO • • • SD• • • SD • • • • • • • NOTED FOR THE TRENCH. AN ALTERNATE METHOD IS TO PROVIDE STEPPED TRENCHES WITH STONE EXISTING POWER Construction Documents BAFFLES THAT ALLOW FOR LEVEL DISTRIBUTION OF THE RUNOFF INTO THE TRENCH. /POLE BUILDING AREA: B. INFILTRATION TRENCHES LOCATED INSIDE THE DRIPLINES OF TREES SHALL BE EXCAVATED BY HAND TO 75�-0�� / L�J/ FIRST FLOOR LIVING AREA: 1,263SF HELP ELIMINATE THE POTENTIAL DAMAGE TO THE TREES ROOT BALL. SHOULD TAP ROOTS BE SECOND FLOOR LIVING AREA: 1,188SF rev. date remark ENCOUNTERED, SPAN THE TRENCH AROUND THE TAP ROUTE WITHOUT DAMAGING THE TAP ROOT. TOTAL LIVING AREA: 2,451SF C. INFILTRATION TRENCHES AND DRYWELLS SHALL BE LINED WITH LARGER STONES AT THE PERIMETER. PLACE / _ GARAGE AREA: 640 SF GEOTEXTILE FILTER FABRIC OVER LARGER STONES AND THEN FILL 3/4" DRY CLEAN GRAVEL OVER THE FILTER FABRIC FLUSH TO GRADE D. INFILTRATION TRENCHES ALONG DRIVEWAYS SHALL BE INSTALLED IN A SIMILAR FASHION TO DRIP LINE 13'-4" , 14'-O" , 50' (REQUIRED) , SETBACK & HEIGHT LIMITATIONS TRENCHES. THEY MUST BE INSTALLED AS CLOSE TO LEVEL AS POSSIBLE. WHERE THE DRIVEWAY IS SLOPED, MAXIMUM FRONT SETBACK THE TRENCH WILL ACT AS A CONVEYANCE SYSTEM TO A LARGER DRYWELL AT THE BASE. SLOTTED STEEL 20 FEET DRAINS MAY BE INSTALLED IN STEEP DRIVEWAYS IN LIEU OF THE CONVEYANCE TRENCH. IN THIS CASE THE MAXIMUM SIDE SETBACK 10/5 FEET DRIVEWAY MUST NOT HAVE CROSS SLOPE IN ORDER TO ALLOW ALL THE RUNOFF TO ENTER THE DRAIN. THE DAKOTA STREET MAXIMUM REAR SETBACK 20 FEET DRAIN WOULD THEN DISCHARGE INTO A DRYWELL SIZED FOR THE VOLUME OF THE INFILTRATION TRENCH. MAXIMUM BUILDING HEIGHT 35 FEET 15. THE GOAL DURING CONSTRUCTION IS TO MINIMIZE OR COMPLETELY ELIMINATE THE POTENTIAL FOR EROSION AND SEDIMENTATION UNTIL THE FINAL BMP'S ARE INSTALLED AND FULLY FUNCTIONING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL, MAKE EFFECTIVE ALL BMP MEASURES MAINTAIN THIS GOAL WITH ALL TEMPORARY AND MAINTAIN PERMANEDN BMP'S. PERMANENT BMP'S ARE SIZED TO FORA 20 COVERAGE CALCULATIONS YEAR/1 HOUR STORM AND IF INSTALLED PROPERLY CAN HELP PREVENT THE DISCHARGE OF DEGRADED RUN- OFF WATER FROM CONSTRUCTION SITES AND COMPLETED PROJECTS. WHILE EXTENSIVE MEASURES ARE IDENTIFIED ON THESE PLANS, THE CONTRACTOR MUST VERIFY THAT THE INSTALLATION MEETS THE VARIOUS SQUARE FOOTAGE OF THE LOT: 7,875 sf III UNANTICIPATED VARIABLES THAT ARE COMMONLY ENCOUNTERED DURING THE CONSTRUCTION PROCESS. FOOT PRINT: 2,029 sf SITE P LA N COVERED PATIO/DECK: 399 sf BUILDING COVERAGE: 2,029 sf ALLOWABLE BUILDING COVERAGE: 2,756 sf PATIO: 399 sf WALKWAYS: 139 sf DRIVEWAY: 629 sf TOTAL IMPERVIOUS COVERAGE: 3,530 sf(40.00%) TOTAL ALLOWABLE IMP. COVERAGE: 3,937 sf(40%) PLAN A1 . 1 1 . )1/8" = 1'-0" (T \SITE" The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. LANDSCAPE PLAN REQUIEREMENTS: LANDSCAPE SITE PLAN GENERAL NOTES 1. THE ENTIRE LANDSCAPING SCOPE OF WORK IS CONSIDERED DESIGN BUILD, INCLUDING PLANTING AND IRRIGATION. THE MATERIALS IDENTIFIED ON THE LANDSCAPE PLAN ARE A MINIMUM REQUIREMENT FOR THIS PROJECT. FINAL _1 Per AMC chapter 16.50: DESIGN PLANS SHALL BE SUBMITTED BY THE LANDSCAPE CONTRACTOR. One (1) tree unit credit is required per 1,000 square ft. of land area. 0 7 2. CONTRACTOR SHALL BE AN EXPERIENCED, LICENSED LANDSCAPE Current square footage of existing lot = 7,875sf • • CONTRACTOR OR HAVE EXPERIENCE IN THE INSTALLATION OF LANDSCAPE AND Tree units required (8) • • IRRIGATION MATERIALS AND METHODS. •SS 0 Table 16.50.070(D)3 Tree Unit Credits PROP.CORNER • • 3. THE CONTRACTOR SHALL INCLUDE A 2 YEAR MAINTENANCE AND WARRANTY Existingtree 2" to 5" d.b.h. • • • PLAN AS A PART OF THE WORK SCOPE. A FINAL WALK WITH THE OWNER AT • THE END OF THE TWO YEAR PERIOD SHALL IDENTIFY ANY WORK IN NEED OFla th 1 tree unit per tree retained and protected PROP.CORNER • •• REPAIR OR REPLACEMENT UNDER THE WARRANTY. Existing tree 5.1" to 10" d.b.h. PROPERTY LINE $S• 2 tree units per tree retained and protected ' • 4. ALL IRRIGATION LINES SHALL BE PROVIDED WITH A BACKFLOW PREVENTION ---1 la w ! DEV ICE ACCEPTABLE. ALL IRRIGATION LINES SHALL HAVE AN AUTOMATIC Existing tree 10.1" to 25" d.b.h. I z • • DRAIN FEATURE ACTIVATED WHEN THE MAIN IRRIGATION VALVE IS CLOSED 5 tree units per tree retained and protected Jill o v • FOR WINTERIZATION. Existing tree 25.1" d.b.h or larger • • • o 8 tree units per tree retained and protected — m I 5. ALL IRRIGATION DEVICES SHALL BE OF A QUALITY AND DURABILITY LEVEL New or replacement tree • 1li----. 1::!li , • SUITABLE FOR COMMERCIAL INSTALLATION. E I 1 tree unit per tree planted See Section16.50.080(B) 1 , 6. IRRIGATION SYSTEM SHALL BE LOW WATER CONSUMPTION DRIP SYSTEM ,-1 =_ N 0a BMP C • •el° CONTROLLED BY AUTOMATIC WEATHER BASED CONTROLLER. by +�'�� N ( \ U • 20% of site to be landscaped C3 1 E 1 �1 00E } 1 a rn • 1,575 square ft. of existing/proposed landscape required SL 1 I p'` 1 -. , , KV c -a • © u ra • 1 1 7. COORDINATE FINAL SELECTION OF PLANTINGS AND IRRIGATION SYSTEMS WITH - �}' 'g O L ;CY) N .-ii 1 ® I [1 1 • THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. CONTRACTOR SHALL k �,� �' ■ �, • • • • • • • • • • • • • • • • REVIEW AND ONLY PROVIDE APPROVED PLANTINGS. • ', cO •N i N EXITING TREE UNITS. 1 9 E ,p . , r � �, L Ni8 TREE UNITS REQUIRED • I 1 j� W�t' • \ rav) O •v� v) 6 EXISTING TREE UNIT EXISTING ON PROPOSED SITE THAT MEET THE MIN. _ 1 gay LESS 2 I 8. ALL "ENHANCED" LANDSCAPE AREAS SHALL BE BOUND BY PLANTERS TO �; 4 U N _'. k ' \.\ - 13 IMn c • SLOPE PREVENT GROWTH BEYOND THE PLANTER EDGE. ._ •- 71- E - co 1 1° 1 r Ei ^ • 9. DISTURBED AREAS SHALL BE REVEGETATEDWITH APPROPRIATE SEED IF • ", �� f` I • MIX AT THE SPECIFIED RATES: 1 -11/ 4 • 1 1 1 A. THE SEED SHALL BE EVENLY BROADCAST BY HAND, MECHANICAL HAND • \il / 1 1 I SEEDER, OR OTHER APPROVED EQUIPMENT. SEED SHALL BE INCORPORATED INTO THE SOIL USING HAND TOOLS. THE INCORPORATION PROCESS SHALL BE 1 LIDI c 1 I PERFORMED LONGITUDINAL TO THE SLOPE PROGRESSING FROM THE TOE OF 1 0I. • THE SLOPE TO THE TOP OF THE SLOPE. THE WORK SHALL NOT CREATE AN A NTS I $ I I 1 1 EXCESSIVE AMOUNT OF DOWNWARD MOVEMENT OF SOIL OR CLODS ON EXISTING 0 / I 1 I • SLOPING AREAS. SEED SHALL HAVE A SOIL COVER OF NOT LESS THAN ONE- ' • I - 1 I QUARTER INCH (1/4") OR MORE THAN THREE-QUARTERS INCH (3/4"). 1 • 1 _ 1 1 B. SLOW RELEASE FERTILIZER SHALL BE AMMONIUM PHOSPHATE SULFATE : . ig , . � �- - m COMMERCIAL FERTILIZER, AND SHALL CONTAIN A MINIMUM OF 17 PERCENT O - •'*,,t' N.11.34444%ev.....(cht ,, ;�E I 1 • NITROGEN, 7 PERCENT AVAILABLE PHOSPHORIC ACID, 12 PERCENT WATER ` " q `•• _ter_ ° 1 SOLUBLE POTASH; AND SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE i b �►fir cs3fi: j FIBER ROLL BEYOND LESS 2 /o o . S 1 1 LE� S I • W FLOWING, PELLETED OR GRANULAR. THE APPLICATION RATE SHALL BE 250 ' g, , °: • 1 �) SLOPE I POUNDS PER ACRE SPREAD UNIFORMLY OVER THE AREA TO BE REVEGETATED. ■ r Y 1 �,, . 1 s .� 1° 1 0 BMP C�233: CZ F<4. „ �g.� • 1 m I o C. ALL SEEDED AREAS SHALL BE PERMANENTLY MULCHED TO ALLOW q 1k 2 GALV. MTL. STAKES @ 5-0 SILT FENCE ESTABLISHMENT OF VEGETATION. MULCH SHALL CONSIST OF PINE NEEDLES ` O.C. SET 24"ABOVE GRADE I S 1 1 �., • o Q OR PROCESSED SITE CLEARED VEGETATION. THE MULCH SHALL BE APPLIED - WITH MIN. 8" EMBEDMENT I WI: 1 •1 • . UNIFORMLY AT A RATE OF APPROXIMATELY 4000 POUNDS/ACRE. THE MULCH W• r r J SHALL BE ANCHORED IN THE SOIL BY USE OF A SHEEPSFOOT, CRAWLER TRACK 1 � � OR HAND PUNCHED WITH SHOVELS. ; lit (1) " }• 1 ® 1 _4 1 re D. IN LIEU OF THE MANUAL APPLICATION OF THE SEED, FERTILIZER AND MULCH, '� '67 `� 7- PERMEABLE FILTER FABRIC I— { uJ x _, HYDROSEEDING MAY BE USED TO REVEGETATE DISTURBED AREAS. W/WIRE BACKINGSET6 WI 1 1 •a .• ) •, r -.a BELOW GRADE WITH A MIN. 4" Ul) Ce ' °, ; r d 1 1 .� E. ALL DISTURBED AREAS WILL BE REVEGETATED WITH THE MARTIS CAMP ' § } i ; :•3 RETURN KEY BELOW GRADE 0• ' I a i APPROVED FOREST UNDERSTORY SEED MIXTURE (THE ABOVE LIST IS A O o_ I I GUIDELINE -VERIFY EXACT REQUIREMENTS WITH MARTIS CAMP)AND ALL N 3 et} �} ` • 1 I 01 a AREAS OF EXPOSED SOIL WILL BE STABILIZED WITH PINE STRAW OR MULCH N �` ." PRIOR TO SUBMITTING FOR FINAL RELEASEI:'' , I • EXISTING O • CD 00. I �.• ... GAS LINE > 73 l ' I G I G G a (V 1 20S0" 20'-0" (1) 1 SETBACK LINE SETBACK LINE Minimum Requirements #2 BMP'S ( 4) - 600P-51001111111 I1. ���= < , p BMP T5.13: POST-CONSTRUCTION CO Q) �/ `� w SOIL QUALITY AND DEPTH O IL- Ilk i • - - '0" 0a=MI/4 / '1\ • m CD0 BMP C233: SILT FENCE \; EXISTING i \� / 0 %\ alta • O N CO `� i ,' \� ( m DRIVEWAY SIDEWALK • •• p BMP C105: STABILIZED CONSTRUCTION �� —�� Ij SOIL STOCKPILE / 1121 SF W • m ENTRANCE/EXIT N � � � S2�O PORTA POT�I = Z I ('7 'sFiIter Fence Temporary BMP \ �-�S LOCATION J • m BMP C123: PLASTIC COVERING _ o Y A1 .2 NTS N Q o�o • 2 Ell=1MM w 0 BMP C105: STABILIZED CO s QP� e BMP C154: CONCRETE WASHOUT AREA BMP C154: CONCRETE co m CONSTRUCTION I Document Date : WASHOUT AREA ENTRANCE/EXIT PROP.CORNER February, 2022 i PROP.CORNER PROPERTY LINE [ • - • • - • • - • • - • Document Phase : l( f 1' 2X2 WOOD STAKES @ 48" O.C. SD SD - • • • • • r. • SD* • • SD • • • • • • • rl,b It „ .;' • - �� EXISTING POWER Construction Documents 4: POLE BUILDING AREA: i I '1s STORM DRAIN 75'-0° J / FIRST FLOOR LIVING AREA: 1,263SF r �' 12" DIAMTER FIBER ROLL LOCATED IN / / '+�,, SECOND FLOOR LIVING AREA: 1,188SF rev. date remark r. SEDIMENT RETENTION DAKOTA STREET /� BARRIER TOTAL LIVING AREA: 2,451SF GARAGE AREA: 640 SF - °1" 50' 4. ,e SET FIBER ROLL IN 3" DEEP • TRENCH ALWAYS PARALLEL / / SETBACK & HEIGHT LIMITATIONS 1 - TO COUNTOUR LINES MAXIMUM FRONT SETBACK 20 FEET \ • ' r (PERPENDICULAR TO SLOPE) MAXIMUM SIDE SETBACK 10/5 FEET '*f •-` MAXIMUM REAR SETBACK 20 FEET � . ' 4 DAKOTA STREET MAXIMUM BUILDING HEIGHT, , 35 FEET . l 1, k ca 9/ ir 1,, , �M COVERAGE CALCULATIONS ,1! 1 4 SQUARE FOOTAGE OF THE LOT: 7,875 sf I ► ? FOOT PRINT: 2,029 sf ``I ►4 --� COVERED PATIO/DECK: 399 sf M A N A G E M E N T BUILDING COVERAGE: 2,029 sf LANDSCAPENARRATIVE: ALLOWABLE BUILDING COVERAGE: 2,756 sf PLAN Proposed site encompasses 7,875 square ft. of natural vegetation, fir trees, cedar trees and misc. trees, PATIO: 399 sf 1 ,575 square ft. will be planted in local grasses and shrubs which will meet or exceed the 20% requirement. WALKWAYS: 139 sf DRIVEWAY: 629 sf A gentle slope from the southwest to the northwest will provide sufficient drainage for the new single family TOTAL IMPERVIOUS COVERAGE: 3,530 sf(40.00%) Al home to be located on the site, the proposed storm water from new construction will be controlled with TOTAL ALLOWABLE IMP. COVERAGE: 3,937 sf(40%) 1 NTS Fiber Roll Temporary BMP gutters and downspouts to splash blocks that will utilize full dispersion to the site. 1 MANAGEMENT PLAN ■ 2 A01 .2 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. FLOOR PLAN GENERAL NOTES: PT 2X6 SILL PLATE 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR HEARTH • low cobEco A B WATERPROOF STRIP REQUIREMENTS. (IF NO SPECIFICATIONS PROVIDED BY THE 4(a T Ir 'kn{ MANUFACTURER, HEARTHS SHALL EXTEND AT LEAST 16" FROM THE G�e� z„� AT GARAGE FRONT OF AND AT LEAST 8" BEYOND EACH SIDE OF THE FIREBOX. `� m LIQUID APPLIED WHERE THE FIREBOX OPENING IS 6 SQUARE FEET OR LARGER, THE0 7 1 ..._....,.„..„ WATERPROOF MEMBRANE HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT AND AT LEAST '�' 1891 � 34'-0° ' _ ------- __ 12" BEYOND EACH SIDE.) w _ : ,�, 1/2" AB @48" O.C. 0 q cr Sep ° 5_9,, ° 4-0 15-0 15-0 --'"� - W/ 3"X3" GALV. 2. FIRE BLOCKING BETWEEN CHIMNEYS AND COMBUSTIBLE CONSTRUCTION �F�L° SHALL BE INSTALLED AT 10' INTERVALS, BOTH VERTICAL AND D - WASHER AND NUT A3.4 PROVIDE 4" CONCRETE PAD ■ - HORIZONTAL. la 0 2 0 2 FOR MECH. UNIT rj 3. STAIR HANDRAILS SHALL BE PLACED NOT LESS THAN 34 or MORE THAN 38" ° A2.1 , - - ABOVE LANDINGS AND THE NOSING OF THE TREADS. THEY SHALL BE gi r�� �1 CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS AND THE ENDSi -X, la A BACKFILL SHALL BE RETURNED. IN RESIDENTIAL OCCUPANCIES HANDRAILS MAY • ' • HAVE STARTING NEWELS WITHIN THE FIRST TREAD. CIRCULAR la 0 = Elk o 0 0 0 0 0 0 0 0 r #4 REBAR VERT. 18" O.C. HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 2" IN _:_) CROSS-SECTIONAL DIAMETER AND HAVE A SMOOTH GRIPPING SURFACE. Im ii o o HANDRAILS THAT ARE NOT CIRCULAR SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4"AND NOT GREATER THAN 6.25" WITH A F2 o _ 01 �; _• may;ii!eliiir'"- ',. #4 REBAR HORT.(2) MAXIMUM CROSS SECTION DIMENSION OF 2.25". A SPACE OF NOT LESS ZN « _ -.� 24" MAX. STEMWALL THAN 1-1/2 " SHALL BE PROVIDED BETWEEN THE WALL AND THE RAIL. p HD1 - -�,-.w � 4. STAIR GUARDRAILS WHOSE TOP RAIL ALSO SERVING AS HANDRAILS TO k '1 N - O tiDRAIN ROCK BE NOT LESS THAN 34" NOR MORE THAN 38" HIGH MEASURED VERTICALLY N ca U o - 1'-4" 1 1'-4" 1'-4" 41., " j '' ~� FROM THE LEADING EDGE OF THE STAIR TREAD NOSING. IF THE a 0.0 O N co ,/ GRIPPABLE RAIL IS NOT THE TOP RAIL OF THE GUARD, THE GUARD SHALL ,. �}' y U N 4,z- A =+'�.;:; SO 4" DIA. DRAIN PIPE '" o " BE INSTALLED AT 42" MINIMUM HEIGHT AND THE GRIPPABLE RAIL SHALL - CO ti - ° ,�� Z .� *' 01 t ri, BE INSTALLED AT 34"-38". NO OPENINGS AT GUARD RAILS SHALL ALLOW A k6. ,� ID Q O @ O _ �; .t. . S R•�" _ 4" SPHERE TO PASS THROUGH. TRIANGULAR OPENINGS FORMED BY THE e }, L ci 4 u.) 0 ` F1 C _-:,A[ . RISE, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE - iv :, .,, ti - N }, p N ® I A3a `* ' 'k ■� 16"X8" P.I.P. CONC. FTG. OF A STAIRWAY MAY BE OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER '�t • N u)• CV o HD1 N l ` 1 ' F2 -� CANNOT PASS THROUGH. co p o J- 5. DWELLING BASEMENTS AND EVERY SLEEPING ROOM SHALL HAVE AT tia:�. � • N M LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ti (2) #4 REBAR CONT. ESCAPE OR RESCUE. WINDOW FINISHED SILL HEIGHT SHALL BE NOT MORE THAN 44"ABOVE THE FLOOR WITH A MINIMUM NET CLEAR F4OPENABLE AREA OF 5.7 SQUARE FEET; MINIMUM NET CLEAR OPENABLE F1 HEIGHTOF24"; ANDMINIMUMNETCLEAROPENABLEWIDTHOF20".36"X36"X8" FTG. (3) #4 ° A 6. MINIMUM OPENING PROTECTION FOR DOOR BETWEEN GARAGE AND e _ = HD1 o o EA.WAY TYP. RESIDENCE SHALL BE THE INSTALLATION OF A SELF-CLOSING TIGHT- ~ FITTING SOLID WOOD DOOR 1 3/8 " IN THICKNESS OR A SELF-CLOSING 0 2 LOCATIONS F1 Typ. Stemwall TIGHT-FHAN 20 MINUTES. DOOR HAVING A FIRE PROTECTION RATING OF NOT LESS • D1 q F4 F2 4'-O" 1 Cr) NTS 7. MINIMUM OCCUPANCY SEPARATION BETWEEN GARAGE AND RESIDENCE k ° ❑ o SHALL BE THE INSTALLATION OF MATERIALS APPROVED FOR ONE-HOUR Q ti < F1 b' FIRE-RESISTIVE CONSTRUCTION ON THE GARAGE SIDE. WHERE THE HD1 0 EPDXY FINISH SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION SHALL BE PROTECTED BY EQUIVALENT FIRE-RESISTIVE CONSTRUCTION. ■ 0 4" CONC. SLAB 8. THE WALLS AND SOFFITS OF THE ENCLOSED USEABLE SPACE UNDER CZ STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED FOR ONE-HOUR FIRE-RESISTIVE CONSTRUCTION. 11 ° - REINFORCING F2 �-� 9. GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZING. THE UNDERSLAB WATER PROOF FOLLOWING SHALL BE CONSIDERED HAZARDOUS LOCATIONS: GLAZING roL < 6" CONC. CURB CRAWLSPACE CRAWLSPACE ° MEMBRANE CONTRACTOR STEINDAOM ORS ROOMS, BATHANDOTUBS SURES AND SHOWERS; GLAZFOR HOT TUBS, ING NG IONOLS ANYSAUNAS PORTION OF (1) TO REVIEW EXACT B N ti B "' INSTALLATION A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE RECOMMENDATIONS WITH BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A (1) A ° A3.3 Mr --''.s - -- MFR STANDING SURFACE AND DRAIN INLET; GLAZING WITHIN A 24"ARC OF `---=- , r ,._ ='`' = EITHER VERTICAL EDGE OF A DOOR (IN A CLOSED POSITION); GLAZING IN 01/2" x 10"AB @ 48" O.C. `. ;-,- „_ o W/ 3"x3" GALV. WASHER -, _ WALLS ENCLOSING STAIRWAY LANDINGS OR W/I 5' OF THE BOTTOMAND N .' TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS < 60" N ' AND NUT _ o -_ -- v .--- :.� _._ �} ems:: < F1 - v _, --� - ABOVE A WALKING SURFACE. (SLIDING GLASS DOORS WHICH ARE1: + '� ' _ = ter" 20 MIL VAPOR BARRIER M o F2 Er) o , r+s4: 7�- - �yy - -_--• -f - ,-. -' �` REVERSIBLE ARE TO HAVE TEMPERED GLAZING W/I 24" ARC OF EITHER ■ w ' o o 2 f ' +'= '` EDGE OF ENTIRE GLASS ENCLOSURE.) 4) VJ m 24 X24 X8 m O.. •;;:,��• ,: ;': , -4"-- '-'- - � `; �= .�� � �� �� �� � '1� is;• �' � �� ��'�' � � -- 6" CLEAN DRAIN ROCK \ A2.1 4. i ;:,y 3 �- a t• 10. NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS F2 FTG. W/(2) #4 ••ak'r'' <' ' �. 'N=' F. 'rr'j�; y:y` A. - -- z�,t ,- ,�. - ° w , , ;, . 1 . .`g. 1 r ;I., WITH AN AREA OF NOT LESS THAN 4/o OF FLOOR AREA IS REQUIRED IN EA. WAY HD1 ° i , '' r'y1; )1 + z j,, r ; -� $ GUEST ROOMS AND HABITABLE ROOMS. EVERY SPACE INTENDED FORCCo CBS66 +;'' ,'1'1''�,�'1`�' yly k '. • '. S ' t y04- � �Ap•IP _""1 �i //LL77 HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY (n COL.BASE TYP. ',b ;`:t'ti • h -- �,[x � • •I- If.,.� `K i<'+,v/A''Rj MEANS OF GLAZED OPENINGS OR ARTIFICIAL LIGHT. THE MINIMUM NETCZ w r, 6 LOCATIONS y ti k"': p �, r. 0? • '. `_ 9 + 4 GLAZED AREA SHALL BE NOT LESS THAN 8% OF THE FLOOR AREA. 6_ • : _ .4,,.i'��j,+r.;i'1 r` ti 'f. �' , ... `` ' 4. 1 �� %'� %.6r. ,, ri',7 f a4 • ;;� , t '�,p ; 1�, e;ev. 1 r Y,.r 11. ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS AND/OR RETAIN W 0 01. i . �' p _ _ _ ,%,,1 rw - r '] + ti ;' EARTH AT CRAWLS SPACES SHALL BE WATERPROOFED WITH A SELF- Y �' .. " �' ADHERED WATERPROOFING MEMBRANE SYSTEM INSTALLED PER1.;' >I O 0 = o o Q o 0 0 0 0s. �. `n �` ��,t '.x d , MANUFACTURER'S REQUIREMENTS. AT ALL DOOR AND WINDOWmilr O .4,-4, a .4' - a�; slia r+� _ h � ;.. ,. OPENINGS THAT ARE FLUSH TO FLOOR FINISH, IN ADDITION TO THE 73 O U HD , � , WATERPROOFING MEMBRANE, GALV. MTL FLASHING SHALL ALSO BE F2 I 6" CONC. CURB , y.: se• �, , INSTALLED AND CARRIED DOWN 12" BELOW RETAINED EDGE. N • (13 S1 Q CO C `� COMPACTED SUB-GRADE • .f '' 12. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR � � �r.�Q'i 6" �' OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED Ob �_ „. �" �� 'x"R ..rr AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH - � 1 p Zip CEMENT MORTAR, COMCRETE MASONRY OR SIMILAR METHOD F3 .. ACCEPTABLE TO THE ENFORCING AGENCY. _-_\. , J 09 Garage Slab Document Date: • NTS February, 2022 F3 1 6 Document Phase: 18X18X8 FOUNDATION SCHEDULE (2) #4 EA. WAY Construction Documents < F1 Fl _ N ° 7-g 0 N MARK SIZE NOTE rev. date remark LU GARAGE Qm 4" PIP CONC.SLAB (2) #4 Cont. ,le`i 0 Q W/REINFORCING �� �� A w cn OVER 20 MIL. VAPOR A - F1 8"x16" at exterior stemwalls P ��� A3.3 4# 0- BARRIER A3.3 ,, (1) #4 hor. top/bot. •' �%�`• "40% �_ i 9 ' OVER 2" SAND OVER Bo #4 vert. @ 18" o.c. :� C��, COMPACT FILL �. F2 24 x24 x8 (2) #4 Ea. Way -0 F3 18"18"x8" (2) #4 Ea. Way �*4 TONAL ENG��P • nro CRAWLSPACE NOTES CRAWLSPACE VENTILATION REQUIREMENT 4 = _ • _ • _ • _ . _ . _ _ . _ . _ . _ . _ = F4 36"x36"x8" (3) #4 Ea. Way CRAWLSPACE (A) AREA: 1,167 SF A A A HD1 1167/150 = 7.75SF OF VENT IS REQUIRED. Foundation Plan HD1 USING 6 X 16 FOUNDATION VENTS, 12 VENTS ARE REQUIRED. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. 2018 IRC - R408.1 D FINAL LOCATIONS OF FOUNDATION VENTS TO NV BE DETERMINED ON SITE. 26'-0" 0 0 A2 1 ■ 1 FOUNDATION PLAN A2.1 1/4"=1'-0" The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. ENTIRE MECHANICAL SYSTEM IS A"DESIGN-BUILD"SYSTEM. THESE FLOOR PLAN GENERAL NOTES: DOCUMENTS ARE FOR BASIC SCOPE AND COORDINATION ONLY. CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DUCT `t 5/8" TYPE "X" GYP. BD. SIZES AND ROUTING PRIOR TO CONSTRUCTION WITH SPECIFIC 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR HEARTH ''^"'°'r)ERATION OF OTHER SYSTEMS, INCLUDING BUT NOT LIMITIED cODE \ REQUIREMENTS. (IF NO SPECIFICATIONS PROVIDED BY THE �aF°R co,4,,, :UCTURAL, PLUMBING, ELECTRICAL AND ARCHITECTURAL A B MANUFACTURER, HEARTHS SHALL EXTEND AT LEAST 16" FROM THE .__1 T Y =S. VAPOR BARRIER ,� G-O�, � I ,' FRONT OF AND AT LEAST 8" BEYOND EACH SIDE OF THE FIREBOX. m ELECTRICAL SYSTEM IS "DESIGN BUILD" SYSTEM. THESE I I ` WHERE THE FIREBOX OPENING IS 6 SQUARE FEET OR LARGER, THE �� IENTS ARE FOR BASIC SCOPE AND COORDINATION ONLY. �- HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT AND AT LEAST 0 7 7.' 4CORei`0 ISTRUCTION WITHR IS O SPECIFICI CONSIDBLE FOR ERATION OF OTHER INATING SYSTEM RIOR 5 9 34'-0" 12" BEYOND EACH SIDE.) • `\ �- R21 AIR PERMEABLE BATT ��F�Ln se /IS, INCLUDING BUT NOT LIMITIED TO; STRUCTURAL, \ �` 2. FIRE BLOCKING BETWEEN CHIMNEYS AND COMBUSTIBLE CONSTRUCTION 0 q ICAL, PLUMBING,AND ARCHITECTURAL FINISHES. SHALL BE INSTALLED AT 10' INTERVALS, BOTH VERTICAL AND D ` la 0 \ ` HORIZONTAL. ENTIRE PLUMBING SYSTEM IS A"DESIGN-BUILD"SYSTEM. THESE DOCUMENTS ARE FOR BASIC SCOPE AND COORDINATION ONLY. ® �\ 3. STAIR HANDRAILS SHALL BE PLACED NOT LESS THAN 34 or MORE THAN 38" CONTRACTOR IS RESPONSIBLE FOR COORDINATING SYSTEM PRIOR ABOVE LANDINGS AND THE NOSING OF THE TREADS. THEY SHALL BE TO CONSTRUCTION WITH SPECIFIC CONSIDERATION OF OTHER SYSTEMS, INCLUDING BUT NOT LIMITIED TO; STRUCTURAL, ` 2X4'S ©16" O.C. CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS AND THE ENDS ..--X la MECHANICAL, ELECTRICAL AND ARCHITECTURAL FINISHES. \ SHALL BE RETURNED. IN RESIDENTIAL OCCUPANCIES HANDRAILS MAY �� HAVE STARTING NEWELS WITHIN THE FIRST TREAD. CIRCULAR 0 HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 2" IN 1 �� o o II.IPPP:'''N:' CROSS SECTIONALDIAMETERANDHAVEASMOOTHGRIPPINGSURFACE. HANDRAILSTHATARENOTCIRCULARSHALLHAVEAPERIMETERDIMENSIONOFATLEAST4"ANDNOTGREATERTHAN6.25" WITHAIm ii SHWR MAXIMUM CROSS SECTIONDIMENSIONOF2.25". ASPACE OF NOT LESS CD i THAN 1-1/2 " SHALL BE PROVIDED BETWEEN THE WALL AND THE RAIL. p1 , - zz ::::„':' U-"�� ��' 101.14 w 01.104. STAIRGUARDRAILS WHOSETOPRAILALSOSERVINGASHANDRAILSTO yN - 0101.1 BE NOT LESS THAN 34" NOR MORE THAN 38" HIGH MEASURED VERTICALLY ' �`. N��' _ 101.15 FROM THE LEADING EDGE OF THE STAIR TREAD NOSING. IF THEp Li O GRIPPABLE RAIL IS NOT THE TOP RAIL OF THE GUARD, THE GUARD SHALL �} U N ' BEDROOM #1 BEDROOM #2 5/8" TYPE "X" GYP. BD. BE INSTALLED AT 42" MINIMUM HEIGHT AND THE GRIPPABLE RAIL SHALL - "� p O ti' SD ° BATHROOM •SD ■ cm c BE INSTALLED AT 34"-38". NO OPENINGS AT GUARD RAILS SHALL ALLOW A ,A CO Q O "'~- 101.2 ❑ T` 4" SPHERE TO PASS THROUGH. TRIANGULAR OPENINGS FORMED BY THE \ , i uj 0 "'�, ■ CO = F CO C4 RISE, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDES try N O N M z z , i ,.-, 101.1�► OF A STAIRWAY MAY BE OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER S. tiv �t p vi > W 1 Z . 1 y • .0 - w z 4� :n 1 I CANNOT PASS THROUGH. : , , . • U M N O N I �' i D , 7f) CZ - CO - 5. DWELLING BASEMENTS AND EVERY SLEEPING ROOM SHALL HAVE AT E N .. Cr) o LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY 11'-11" 7 2'-4" 5'-3" 2'-4" '-6" 1 7'-8" ESCAPE OR RESCUE. WINDOW FINISHED SILL HEIGHT SHALL BE NOT MORE THAN 44"ABOVE THE FLOOR WITH A MINIMUM NET CLEAR HALL OPENABLE AREA OF 5.7 SQUARE FEET; MINIMUM NET CLEAR OPENABLE 1��.13 10 .9 HEIGHT OF 24"; AND MINIMUM NET CLEAR OPENABLE WIDTH OF 20". '. PROVIDE A DEDICATED 20- SMOOTH METAL HW �'- AMP CIRCUIT TO SERVE VENT& DAMPER AS Interior Wal I to Garage 6. MINIMUM OPENING PROTECTION FOR DOOR BETWEEN GARAGE AND _ _ _J THE BATHROOM OUTLETS - PER U.M.C. 504&908 RESIDENCE SHALL BE THE INSTALLATION OF A SELF CLOSING TIGHT 0 f _L SHOWN AND NO OTHER 26 GA. G. I. FITTING SOLID WOOD DOOR 1 3/8 " IN THICKNESS OR A SELF CLOSING LIGHTS, FANS, OR OTHER • NTS TIGHT FITTING DOOR HAVING A FIRE PROTECTION RATING OF NOT LESS LE WALL MOUNTED LED LIGHT FIXTURE ' RECEPTICLES, TYP. AT ALL SINK THAN 20 MINUTES. a, RECESSED EXHAUST FAN BATHROOMS n " F / FLUORESCENT LIGHT I , 11 4-O N 101.13 7. MINIMUM OCCUPANCY SEPARATION BETWEEN GARAGE AND RESIDENCE SHALL BE THE INSTALLATION OF MATERIALS APPROVED FOR ONE-HOUR Q SD SMOKE DETECTOR ' • 101.8 "F : o FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE. WHERE THE � . Co ` LAUNDRY SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE CO CARBON MONOXIDE DETECTOR 101.3 101.12 SEPARATION SHALL BE PROTECTED BY EQUIVALENT FIRE-RESISTIVE ' CONSTRUCTION. ■ 00o GARAGE DOOR OPENER r : i W D SMOOTH METAL 2" PAVERS PER OWNER 8. THE WALLS AND SOFFITS OF THE ENCLOSED USEABLE SPACE UNDERCZ - - 11 • B.I.C. DRYER VENT& STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED B.I.C. DAMPER AS PER �-- • o ,i FOR ONE-HOUR FIRE-RESISTIVE CONSTRUCTION. 11 ALL LIGHT FIXTURES MOUNTED TO THE BUILDING t . 101.4 U.M.C. 504&908 26 GA. EXTERIOR SHALL BE HIGH EFFICACY FIXTURES OR STORAGE G. I. 9. GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZING. THE THEY SHALL BE CONTROLLED BY A COVERED ` FOLLOWING SHALL BE CONSIDERED HAZARDOUS LOCATIONS: GLAZING PHOTOCONTROL/MOTION SENSOR COMBINATIO PATIO I - 101.7 z � IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, (11) MANDATORY MEASURES 2008 ENERGY STANDAR Sr._ ; I MEDIA � w STEAM ROOMS, BATHTUBS AND SHOWERS; GLAZING IN ANY PORTION OF 150 (K)6. SD = u _ A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE B N CO STOR. I ® 2" SAND BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A (1) A3.3 " 101.1 0 J == _ STANDING SURFACE AND DRAIN INLET; GLAZING WITHIN A 24"ARC OF Lu �� EITHER VERTICAL EDGE OF A DOOR (IN A CLOSED POSITION); GLAZING IN Q I- � � ,- WALLS ENCLOSING STAIRWAY LANDINGS OR W/I 5' OF THE BOTTOM AND N BENCH o w P' -_om" }:-- TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS < 60" N _ 9 ABOVE A WALKING SURFACE. (SLIDING GLASS DOORS WHICH ARE • J Z +.. } _ COr U -� _ :' �'Ei. � 7 REVERSIBLE ARE TO HAVE TEMPERED GLAZING W/I 24" ARC OF EITHER W 1: O O =�' `��'+f '' 6" COMPACTED ROAD BASE to _ ‹ ' '" ''� W �' �` EDGE OF ENTIRE GLASS ENCLOSURE.) if) ® MUD ROOM Zo r,rrt<<. .� ?�► . - ^^,, TT CO �~ ' to l ,'� '"t� # 101.E ,: ' �. ,y � r ' �" 10. NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS _ -0 er> o - y � s\. ' 4' ■'' �� WITH AN AREA OF NOT LESS THAN 4% OF FLOOR AREA IS REQUIRED IN ...LICS 101.5 ti;t ' _t. �� ' Q i r:,: r•#��` �. •� �� • -`' GUEST ROOMS AND HABITABLE ROOMS. EVERY SPACE INTENDED FOR STAIR ^*� , -,,,,,. y + t; '-•' � HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY (n _ - ,, , # ', '�ti.; .- ,_,� MEANS OF GLAZED OPENINGS OR ARTIFICIAL LIGHT. THE MINIMUM NET r, 4' + - COMPACTED SUB-GRADE CZ Q� ' HALL 101.11 =w -VIP,0,.. a �. , •`; at09 4 GLAZED AREA SHALL BE NOT LESS THAN 8`)/0 OF THE FLOOR AREA. ' ENTRYsn.'IPIP; taii: i!q° '1 '44. YC . :e :� 11. ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS AND/OR RETAIN W ii R w `6 j' �.• 1 •• "* ,r ! >> , � EARTH AT CRAWLS SPACES SHALL BE WATERPROOFED WITH ASELF- © - -•-�f. - _101.5�, _101.4 ■ J o o - ''✓ * ADHERED WATERPROOFING MEMBRANE SYSTEM INSTALLED PER >i 0 A-1 +�:� :.:.'�.!�r ka . , MANUFACTURER'S REQUIREMENTS. AT ALL DOOR AND WINDOW 0 ® OPENINGS THAT ARE FLUSH TO FLOOR FINISH, IN ADDITION TO THE O V Ili: coo 101.10 • 'sus-. � ' �.. ` „z ;. 2 10% ' WATERPROOFING MEMBRANE, GALV. MTL FLASHING SHALL ALSO BE CO • A2 2 w;.�,, ,, _ � " , INSTALLED AND CARRIED DOWN 12" BELOW RETAINED EDGE. Q N v COC 5'-7" `' � • I. _ 12. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR ENTRY PORCH .r. o N OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED -' s _" • ma. AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH • "' '' �' INPCEMENT MORTAR, COMCRETE MASONRY OR SIMILAR METHOD 3. ACCEPTABLE TO THE ENFORCING AGENCY. H Thrii Patio/Entry Document Date: NTs February, 2022 GARAGE 1 `•`.�. Document Phase: A2.2 Construction Documents \ 2X6'S @ 16" 0.C. • Cfl O 7,-9n R21 AIR PERMEABLE BATT 4 N N N N -.. rev. date remark 2 ,`. Uz �'��i, PLYWOOD SHEATHING, S.S.D. Iwo w Y k ` A•. , SELF ADHERED AIR P ?� 40f A q N • R. Av. �. .4*, cC INFILTRATION BARRIER _ .. -...„• " 4.IIIIIIb / ;i .c1 Z w<, _ 16 GA GALV. MASONRY TIES PO .iI �[ .• @ 16" O.C. VERT. AND HORIZ. •- z ,ii „i,„ \ )1141,„ • STAGGERED 101.7 101.8 - ` VL,\ .:* Wilr. 9 GAUGE GALV. WIRE TIEDo 'A 219Provide minimum of �i 30" wide and 36" CONTINOUSLY THROUGH 'Os, STER V eh deep working space ~l ,jou N. MASONRY VENEER 'ONAL Ell • in front of electrical N 4 ' `` panel. 200 AMP ELECTRICAL SERVICE METAL LATH W/2 LAYERS C PANEL AND METER GRADE D PAPER 1111111 o - - - 101.2 - I 101.3 o d � 4 0 ,,„„iir MORTAR ® .." First Floor Plan STONE VENEER, SEE EXTERIOR ELEVATIONS 4 - 11 D N 26'-0" \ . O 0 A2 2 ■ 1 FIRST FLOOR PLAN 1)Exterior Wall Stone Veneer A2.2 1/4"=1'-0" 2 NTS I The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method = in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. FLOOR PLAN GENERAL NOTES: 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR HEARTH low CODE co A B REQUIREMENTS. (IF NO SPECIFICATIONS PROVIDED BY THE 4(a T Y 44e MANUFACTURER, HEARTHS SHALL EXTEND AT LEAST 16" FROM THE ilk% tFRONT OF AND AT LEAST 8" BEYOND EACH SIDE OF THE FIREBOX. m •I I WHERE THE FIREBOX OPENING IS 6 SQUARE FEET OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT AND AT LEAST �� 891 �k 34'-0" 0 7 12" BEYOND EACH SIDE.) 1 0 q ��F1ELonsse� 5'-911 2. FIRE BLOCKING BETWEEN CHIMNEYS AND COMBUSTIBLE CONSTRUCTION D SHALL BE INSTALLED AT 10' INTERVALS, BOTH VERTICAL AND ® HORIZONTAL. 3. STAIR HANDRAILS SHALL BE PLACED NOT LESS THAN 34 or MORE THAN 38" la 0 ABOVE LANDINGS AND THE NOSING OF THE TREADS. THEY SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS AND THE ENDS .. i la • SHALL BE RETURNED. IN RESIDENTIAL OCCUPANCIES HANDRAILS MAY I sw 1 . : HAVE STARTING NEWELS WITHIN THE FIRST TREAD. CIRCULAR 0 o - - - - - ---- - -- - - - _ _ _ o o p HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 2" IN 11.1 CROSS-SECTIONAL DIAMETER AND HAVE A SMOOTH GRIPPING SURFACE. Im ii U I I U Csw s swD HANDRAILS THAT ARE NOT CIRCULAR SHALL HAVE A PERIMETER 2X6 FRAME PONYWALL I I I _ DIMENSION OF AT LEAST 4"AND NOT GREATER THAN 6.25" WITH A 16" O.C.W/ 2X6 PT SILL J MAXIMUM CROSS SECTION DIMENSION OF 2.25". A SPACE OF NOT LESS E I I I HD1 a THAN 1-1/2 " SHALL BE PROVIDED BETWEEN THE WALL AND THE RAIL. o 2X BLOCKING BETWEEN I L _r 0 -l4' "-". U }' E - 4. STAIR GUARDRAILS WHOSE TOP RAIL ALSO SERVING AS HANDRAILS TO 1 X O FLOOR JOIST I I BE NOT LESS THAN 34" NOR MORE THAN 38" HIGH MEASURED VERTICALLY '' . N O V �� FROM THE LEADING EDGE OF THE STAIR TREAD NOSING. IF THE a� 'w ., 4 \ r E N I I GRIPPABLE RAIL IS NOT THE TOP RAIL OF THE GUARD, THE GUARD SHALL \ \�'•• y U cCI N ® sw 1 BE INSTALLED AT 42" MINIMUM HEIGHT AND THE GRIPPABLE RAIL SHALL .. 1- K .4."� p O C ti �_ - BE INSTALLED AT 34"-38". NO OPENINGS AT GUARD RAILS SHALL ALLOW A ,� ' Q O _� - I I - I p 4" SPHERE TO PASS THROUGH. TRIANGULAR OPENINGS FORMED BY THE • ,. L L (n `� II RISE, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE -70 ... 4 r �„ \. }' N N A34 tir A--' O ® OF A STAIRWAY MAY BE OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER : V . • 't • • ' O to N to ACANNOT PASS THROUGH. ..�; U to .� II 0 . : ; 4 U_ McOaCDCD - ® _ Lt) c - CO - -� ®� F 5. DWELLING BASEMENTS AND EVERY SLEEPING ROOM SHALL HAVE AT E N 2 M LT J _ o LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY o ESCAPE OR RESCUE. WINDOW FINISHED SILL HEIGHT SHALL BE NOT MORE THAN 44"ABOVE THE FLOOR WITH A MINIMUM NET CLEAR o OPENABLE AREA OF 5.7 SQUARE FEET; MINIMUM NET CLEAR OPENABLE HEIGHT OF 24"; AND MINIMUM NET CLEAR OPENABLE WIDTH OF 20". p '-(sw� 6. MINIMUM OPENING PROTECTION FOR DOOR BETWEEN GARAGE AND 0 I 1 -_ - - - - - - I a RESIDENCE SHALL BE THE INSTALLATION OF A SELF CLOSING TIGHT o FITTING SOLID WOOD DOOR 1 3/8 " IN THICKNESS OR A SELF-CLOSING 0 v I I TIGHT-FITTING DOOR HAVING A FIRE PROTECTION RATING OF NOT LESS O - /ilk o _ _ THAN 20 MINUTES. % ° ° @� @ b ® 7. MINIMUM OCCUPANCY SEPARATION BETWEEN GARAGE AND RESIDENCE Q a SHALL BE THE INSTALLATION OF MATERIALS APPROVED FOR ONE HOUR � �i 0 0 a FIRE-RESISTIVE CONSTRUCTION ON THE GARAGE SIDE. WHERE THE CA n ® A SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION SHALL BE PROTECTED BY EQUIVALENT FIRE-RESISTIVE Co ® SHEATHING CONTINUOS CONSTRUCTION. ■ e I I t-' - BELOW FLOOR LEVEL AND TOP OF WALL 8. THE WALLS AND SOFFITS OF THE ENCLOSED USEABLE SPACE UNDER CZ - - - - - ® HO ESTAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED ® _ _ II - - - - - FOR ONE-HOUR FIRE RESISTIVE CONSTRUCTION. 11 9. GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZING. THE I I FOLLOWING SHALL BE CONSIDERED HAZARDOUS LOCATIONS: GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, a) r " I I STEAM ROOMS, BATHTUBS AND SHOWERS; GLAZING IN ANY PORTION OF B Co I I - - - A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE ® BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A (/) A3.3 a n STANDING SURFACE AND DRAIN INLET; GLAZING WITHIN A 24"ARC OF Q EITHER VERTICAL EDGE OF A DOOR (IN A CLOSED POSITION); GLAZING IN N- I k WALLS ENCLOSING STAIRWAY LANDINGS OR W/I 5' OF THE BOTTOM AND ` V L TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS < 60" ^ ' I LINE OF WALLS ABOVE I I jet, ABOVE A WALKING SURFACE. (SLIDING GLASS DOORS WHICH ARE 1: CO o I I I o CDREVERSIBLE ARE TO HAVE TEMPERED GLAZING W/I 24" ARC OF EITHER ■ W Zo N II i-, Zsj EDGE OF ENTIRE GLASS ENCLOSURE.) ( ) CO -1:3 A ® A A Aa A 10. NATURAL VENTILAT WITH AN AREA OF NOTION LBESSYE HANS AN0F 4%OPENABLE OF FLOOR AREA IS REQUIRED INEXTERIOR OPENINGS / ■ GUEST ROOMS AND HABITABLE ROOMS. EVERY SPACE INTENDED FOR C - - HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY (n 5 _, - MEANS OF GLAZED OPENINGS OR ARTIFICIAL LIGHT. THE MINIMUM NET ^^,, - GLAZED AREA SHALL BE NOT LESS THAN 8`)/0OF THE FLOOR AREA. co W (,) I FIRST FLOOR S H EARWALL PLAN 11. ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS AND/OR RETAIN CO W I I EARTH AT CRAWLS SPACES SHALL BE WATERPROOFED WITH A SELF- O Q • I 0 ° A2.3 1/8"=1'-0" ADHERED WATERPROOFING MEMBRANE SYSTEM INSTALLED PER MANUFACTURER'S REQUIREMENTS. AT ALL DOOR AND WINDOW O OPENINGS THAT ARE FLUSH TO FLOOR FINISH, IN ADDITION TO THE O WATERPROOFING MEMBRANE, GALV. MTL FLASHING SHALL ALSO BE I I INSTALLED AND CARRIED DOWN 12" BELOW RETAINED EDGE. Q (N (13 5'-7 I co c 12. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR SHEAR WALL SCHEDULE OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED ` V Co I AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH MARK SHEATHtNG3 NAILING SIZE&SPACING SILL PLATE ANCHORAGE4 CEMENT MORTAR, COMCRETE MASONRY OR SIMILAR METHOD ED AT ALL PANEL EDGES ACCEPTABLE TO THE ENFORCING AGENCY. MS"APA RATED SHEATHING, 1/2''DIA.X 10 ANCHOR 1-SIDE MIN. 8d L B"O.C.EDGE,12"D.C.FIELD BOLTS 6 48"O.C. 7/16"APA RATED SHEATHING, 1/2"DIA.X 10"ANCHOR ad64"O.C.EDGE,12"0.G.FIELD Document Date: I I I '1 I ° � 1-SIDE MIN. BOLTS 6 36"O.C. - J 7116"APA RATED SHEATHING, 8d 6 3"O.C.EDGE,12"O.C.FIELD 1/2''DIA.X 10"ANCHOR February, 2022 1-SIDE MIN. BOLTS®24"O.C. - PF 7116"APA RATED SHEATHING, SEE PORTAL FRAME DETAIL (1)112"DIA.X 10"ANCHOR 1-SIDE M1N. BOLT Document Phase: NOTES: 1. SHEATHING/ATTACHMENT IS REQUIRED THE ENTIRE LENGTH OF WALL INDICATED. WHERE AN EXTERIOR WALL IS NOT DESIGNATED WITH A Construction Documents SHEATHING MARK,PROVIDE SHEATHING AND ATTACHMENT PER TYPE S1 ABOVE. CD I I 7'-9" OI 2. DRIVE WOOD PANEL SHEATHING NAILS FLUSH WITH,BUT NOT PENETRATING THE FACE OF THE WOOD SURFACE. N N rev. date remark I I 3. BLOCK ALL EDGES OF SHEAR WALL PANELS(ORIENTED STRAND BOARD,O.S.B.ARE ACCEPTABLE). I 4. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER EACH SILL PLATE PIECE,NOT MORE THAN 12"OR LESS THAN 4"FROM J EACH END. PROVIDE 3"X 3"X3'4'PLATE WASHERS AT ALL SILL PLATE ANCHOR BOLTS. , a rI.. A - 5. STAGGER END JOINTS OF SHEATHING 16"MIN.ON EA.SIDE OF WALL.WHERE SHEATHING IS REQUIRED ON BOTH FACES OF WALL. v ' P ArAtfi /4rAr*.felaT1*-.:, VP 1117 Co ' 6. CONSTRUCT SHEAR WALL ASSEMBLIES,INCLUDING CORNER AND INTERSECTION STUD GROUPS.TOP PLATE SPLICES,AND STUD ` . TO PLATE CONNECTIONS TO COMPLY WITH 2018 INTERNATIONAL BUILDING CODE(IBC)TABLE 2304.9.1,U.N.O. C 111. 7.DOUBLE STUDS REQUIRED AT PANEL EDGES OR 4X6 STUDS. NAIL DOUBLE STUDS TOGETHER WITH 16D AT 4"O.C. �� j HOLDOWN/STRAP HED LE •. �� k .. SCHEDULE 27, MARK HOLDOWN DEVICE STUD/POST SIZE NOTES O/% "G,/STI=RF� 44/ I I- A SIMPSON MSTA36 STRAP WINDOW SILL PLATE& (26)0.148"X 2.5"NAIL,STRAP CENTERED ON FLOOR RIM JOIST 41' O�yq�'6)6 �1G� 2x8 FLAT BLOCKING fir. I /HD7\ SIMPSON STOHI4 OR 14RJ HOLD-DOWN (2)2X STUDS I30J 0.148"X 3.25"NAILS INTO DOUBLE STUD I I NOTES. 1. COORDINATE HOLDOWN LOCATION WITH ARCHITECTURAL FLOOR PLANS AT DOOR/WINDOW LOCATIONS FOR PROPER PLACEMENT AT I- J - I BEARING/KING STUD ASSEMBLIES. MMMill 4 ° I- 0 ° 2 REFER TO THE DETAILS INDICATED BELOW FOR INSTALLATION REQUIREMENTS.AND COMPLY WITH ADD}TEONAL MANUFACTURER'S D INSTALLATION RECOMMENDATIONS. 1st Floor Frame NV 26'-0" A2 • 3 I FIRST FLOOR FRAME A2.3 1/4"=1'-0" The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. ENTIRE MECHANICAL SYSTEM IS A"DESIGN-BUILD"SYSTEM. THESE FLOOR PLAN GENERAL NOTES: DOCUMENTS ARE FOR BASIC SCOPE AND COORDINATION ONLY. CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DUCT SIZES AND ROUTING PRIOR TO CONSTRUCTION WITH SPECIFIC COMPOSITE DECKING 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR HEARTH rsr`m°'r)ERATION OF OTHER SYSTEMS, INCLUDING BUT NOT LIMITIED �] coDE COLOR TO BE REQUIREMENTS. (IF NO SPECIFICATIONS PROVIDED BY THE �`�pFOR c04 :UCTURAL, PLUMBING, ELECTRICAL AND ARCHITECTURAL A B .� w -0 y O { =S SELECTED BY OWNER MANUFACTURER, HEARTHS SHALL EXTEND AT LEAST FRONT OFAND AT LEAST 8" BEYOND EACH SIDE OF THE FIREBOX.THE FROM `i a li m ELECTRICAL SYSTEM IS A"DESIGN-BUILD" SYSTEM. THESE I I WHERE THE FIREBOX OPENING IS 6 SQUARE FEET OR LARGER, THE WNW ENTS ARE FOR BASIC SCOPE AND COORDINATION ONLY. HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT AND AT LEAST 0 7 '7 89i 4 ACTOR IS RESPONSIBLE FOR COORDINATING SYSTEM PRIOR . 34'-0" 12" BEYOND EACH SIDE.) ' 4COR� 6\9 ISTRUCTION WITH SPECIFIC CONSIDERATION OF OTHER cr SQL AS, INCLUDING BUT NOT LIMITIED TO; STRUCTURAL, 5'-9" 2. FIRE BLOCKING BETWEEN CHIMNEYS AND COMBUSTIBLE CONSTRUCTION0 q TOF�L° ICAL, PLUMBING,AND ARCHITECTURAL FINISHES. P SHALL BE INSTALLED AT 10' INTERVALS, BOTH VERTICAL AND ENTIRE PLUMBING SYSTEM IS A"DESIGN-BUILD"SYSTEM. THESE11111, D 2X10 PT DECK HORIZONTAL. DOCUMENTS ARE FOR BASIC SCOPE AND COORDINATION ONLY. ® JOIST PER STRUCT. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SYSTEM PRIOR 3. STAIR HANDRAILS SHALL BE PLACED NOT LESS THAN 34 or MORE THAN 38" 1111 id) TO CONSTRUCTION WITH SPECIFIC CONSIDERATION OF OTHER -�. ABOVE LANDINGS AND THE NOSING OF THE TREADS. THEY SHALL BE SYSTEMS, INCLUDING BUT NOT LIMITIED TO; STRUCTURAL, [ 201.16 CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS AND THE ENDS .. A la MECHANICAL, ELECTRICAL AND ARCHITECTURAL FINISHES. 301.12 301.11 SHALL BE RETURNED. IN RESIDENTIAL OCCUPANCIES HANDRAILS MAY HAVE STARTING NEWELS WITHIN THE FIRST TREAD. CIRCULAR 0I la _ r--)�� • o S 7------- HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 2" IN r CROSS-SECTIONAL DIAMETER AND HAVE A SMOOTH GRIPPING SURFACE. PROVIDE A DEDICATED 20- � HANDRAILS THAT ARE NOT CIRCULAR SHALL HAVE A PERIMETER AMP CIRCUIT TO SERVE IJ DIMENSION OF AT LEAST 4"AND NOT GREATER THAN 6.25" WITH A - THE BATHROOM OUTLETS - Im ii 1 MAXIMUM CROSS SECTION DIMENSION OF 2.25". A SPACE OF NOT LESS SHOWN AND NO OTHER z ;r. THAN 1-1/2 " SHALL BE PROVIDED BETWEEN THE WALL AND THE RAIL. p LIGHTS, FANS, OR OTHER en. [ TUB �� _1 Q .1r . U RECEPTICLES, TYP. AT ALL w > ''y = X L = 4. STAIR GUARDRAILS WHOSE TOP RAIL ALSO SERVING AS HANDRAILS TO 1 301.1 201.1 BATHROOMS _ N U BE NOT LESS THAN 34" NOR MORE THAN 38" HIGH MEASURED VERTICALLY N SHWR `� Provide a FROM THE LEADING EDGE OF THE STAIR TREAD NOSING. IF THE a� ., 4 r ° 201.15 ' ct3 "� 2X10 DECKING IN GRIPPABLE RAIL IS NOT THE TOP RAIL OF THE GUARD, THE GUARD SHALL ,. } , 'y g U N M. BEDROOM 2�� .6 M. BATHminimum Of 21 COMPLIANCE W/ STATE FIRE BE INSTALLED AT 42" MINIMUM HEIGHT AND THE GRIPPABLE RAIL SHALL .. .4A, : p . cc N. - SD - „ 21 between toilet and MARSHALL BE INSTALLED AT 34"-38". NO OPENINGS AT GUARD RAILS SHALL ALLOW A �,� ID Q o cm o .. 4" SPHERE TO PASS THROUGH. TRIANGULAR OPENINGS FORMED BY THE \ , L `� QVW 301.2 201.2 F z- . door. 4 "'1r , _� co vi co 7 a CO to A3.4 - RISE, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE - tip .. ' \. N }, CO z d OF A STAIRWAY MAY BE OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER 5: ' '.t N cn co 0 vi cV to 6. SINK SINK CLOSET w 201.14 CANNOT PASS THROUGH. ' L 201.7 ":'''.' ''' - t' ' -... .. U M N O N u) 1 5. DWELLING BASEMENTS AND EVERY SLEEPING ROOM SHALL HAVE AT tia.�. EE co ' M 3 01.3 201.3 LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY 19'-6" 3'-3., 3'-10" I 3'-4 4'-2" I ESCAPE OR RESCUE. WINDOW FINISHED SILL HEIGHT SHALL BE NOT in I HALL ° A-- MORE THAN 44"ABOVE THE FLOOR WITH A MINIMUM NET CLEAR 50Ph cfm fan in WC. OPENABLE AREA OF 5.7 SQUARE FEET; MINIMUM NET CLEAR OPENABLE • i 1® HEIGHT OF 24"; AND MINIMUM NET CLEAR OPENABLE WIDTH OF 20". 3 Deck 6. MINIMUM OPENING PROTECTION FOR DOOR BETWEEN GARAGE AND Q ° ��201.2�r/ 2,4 NTS RESIDENCE SHALL BE THE INSTALLATION OF A SELF CLOSING TIGHT _ FITTING SOLID WOOD DOOR 1 3/8 " IN THICKNESS OR A SELF CLOSING �-(L�E , TIGHT-FITTING DOOR HAVING A FIRE PROTECTION RATING OF NOT LESS Y WALL MOUNTED LED LIGHT FIXTURE 301.8 _ 201.4 PWD RM. THAN 20 MINUTES. a RECESSED EXHAUST FAN M 4 ;; F / FLUORESCENT LIGHT 4'-O" SINK F to jI 201.13 _ FLOOR FINISH, SEE FLOOR 7. MINIMUM OCCUPANCY SEPARATION BETWEEN GARAGE AND RESIDENCE o PLANS SHALL BE THE INSTALLATION OF MATERIALS APPROVED FOR ONE-HOUR Q SD SMOKE DETECTOR I l_� b FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE. WHERE THE - I FLOORING SUBSTRATE SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE CO CARBON MONOXIDE DETECTOR 301.4 201.4 LIVING SEPARATION SHALL BE PROTECTED BY EQUIVALENT FIRE-RESISTIVE SD SHELVING CONSTRUCTION. ■ GDO GARAGE DOOR OPENER ® c� 2 3 PANTRY __ 8. THE WALLS AND SOFFITS OF THE ENCLOSED USEABLE SPACE UNDERals$ CO _ PLYWOOD SHEATHING, S.S.D. STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED 301.5 201.5 Y 1 _. - . w_ FOR ONE-HOUR FIRE-RESISTIVE CONSTRUCTION. I2 ALL LIGHT FIXTURES MOUNTED TO THE BUILDING 3 STAIR LANDING EXTERIOR SHALL BE HIGH EFFICACY FIXTURES OR '` "- 9. GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZING. THE THEY SHALL BE CONTROLLED BY A A2.4 PECK 7._5., FOLLOWING SHALL BE CONSIDERED HAZARDOUS LOCATIONS: GLAZING PHOTOCONTROL/MOTION SENSOR COMBINATION. HALL _ FLOOR FRAMING, S.S.D. IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, (10) MANDATORY MEASURES 2008 ENERGY STANDARDS. ---- -- ___ STEAM ROOMS, BATHTUBS AND SHOWERS; GLAZING IN ANY PORTION OF 150 (K)6. M ✓ .. L - STANDINGA BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE A B N BBOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE AA3.3 SURFACE AND DRAIN INLET; GLAZING WITHIN A 24"ARC OF 301.6 201.1 01.12R38 BLANKET INSULATION EITHER VERTICAL EDGE OF A DOOR (IN A CLOSED POSITION); GLAZING IN Q I WALLS ENCLOSING STAIRWAY LANDINGS OR W/I 5' OF THE BOTTOM AND N I r TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS < 60" N ti13:3 w z ABOVE A WALKING SURFACE. (SLIDING GLASS DOORS WHICH ARE . coI:- REVERSIBLE ARE TO HAVE TEMPERED GLAZING W/I 24" ARC OF EITHERW DINING zo LL = 20111EDGE OF ENTIRE GLASS ENCLOSURE.)CO L1 ' - ■ d •i -`---._ 10. NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS 73 > STOVETOP I '--�.�-_ 1/2" TYPE "X" GYP. BD. WITH AN AREA OF NOT LESS THAN 4% OF FLOOR AREA IS REQUIRED IN ( 301.7 201.E KITCHEN z - I GUEST ROOMS AND HABITABLE ROOMS. EVERY SPACE INTENDED FOR iiiit; 4. �� DOWN HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY (n " F MEANS OF GLAZED OPENINGS OR ARTIFICIAL LIGHT. THE MINIMUM NET f ^, SINK DISHWASHER O GLAZED AREA SHALL BE NOT LESS THAN 8`)/0 OF THE FLOOR AREA. ID STAIR LANDING 201.10 (^^n,, 1111 11. ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS AND/OR RETAIN (13 0 B.I.C. D® PI B.I.C. EARTH AT CRAWLS SPACES SHALL BE WATERPROOFED WITH ASELF- _ . I = , ADHERED WATERPROOFING MEMBRANE SYSTEM INSTALLED PER O © --� _ J o o MANUFACTURER'S REQUIREMENTS. AT ALL DOOR AND WINDOW S MIM1 201.7 201.8 201.9 0,e1., , # OPENINGS THAT ARE FLUSH TO FLOOR FINISH, IN ADDITION TO THE WATERPROOFING MEMBRANE, GALV. MTL FLASHING SHALL ALSO BE INSTALLED AND CARRIED DOWN 12" BELOW RETAINED EDGE. r 0 CO C 0 5-7 12. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR 9 OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED ` V co O AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH Floor Over Living Space CEMENT MORTAR, COMCRETE MASONRY OR SIMILAR METHOD NTS ACCEPTABLE TO THE ENFORCING AGENCY. Document Date: 0 FLOOR FINISH, SEE FLOOR February, 2022 PLANS FLOORING SUBSTRATE Document Phase: Construction Documents i'n 7,_9,, o N N ° ° i.0 rev. date remark PLYWOOD SHEATHING, S.S.D. • P �i� N A3.300 FLOOR FRAMING, S.S.D. ; I *, t!l," � r Z 1\ � R-38 BLANKET INSULATION �p ite. �9�0 ,� } 4 . srER \. f I ,. ! I MMMI I LINE OF EXTERIOR WALL BELOW I "' 4 a .L- --- - - ° - � o ° 0 �, 2nd Floor Plan D IV 26'-0" 0 0 (T '\ Floor Over Crawl Space1 SECOND FLOOR PLAN 2.4NTS A2.4 1/4"=1'-0" I The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. FLOOR PLAN GENERAL NOTES: 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR HEARTH FoWcon)co A B REQUIREMENTS. (IF NO SPECIFICATIONS PROVIDED BY THE Qi 4('9 T Y 'kn{ MANUFACTURER, HEARTHS SHALL EXTEND AT LEAST 16" FROM THE GO4, i2 FRONT OF AND AT LEAST 8" BEYOND EACH SIDE OF THE FIREBOX. m • I WHERE THE FIREBOX OPENING IS 6 SQUARE FEET OR LARGER, THE Alliglik '-9" HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT AND AT LEAST 0 7 1891 534'-0" 12" BEYOND EACH SIDE.) gCpRPS ° H2 er�F1ELonsse� 2. FIRE BLOCKING BETWEEN CHIMNEYS AND COMBUSTIBLE CONSTRUCTION 0 q D SHALL BE INSTALLED AT 10' INTERVALS, BOTH VERTICAL AND 4X4 KNEE BRACES DTT1Z DECK IMF HORIZONTAL. W/3/4" DIA. LAG TIES (3) (5) 2X6 STUDS 3. STAIR HANDRAILS SHALL BE PLACED NOT LESS THAN 34 or MORE THAN 38" III Isiah SCREW EA. END (4) TOTAL LPC6Z POST CAP ABOVE LANDINGS AND THE NOSING OF THE TREADS. THEY SHALL BE Will IA LOCATIONS �sw� sw 1 Csw� CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS AND THE ENDS ® ® A ® sT1 ® ® SHALL BE RETURNED. IN RESIDENTIAL OCCUPANCIES HANDRAILS MAY HAVE STARTING NEWELS WITHIN THE FIRST TREAD. CIRCULAR O - _ _ _ _ - - - - - - -• - ___ _ - ° ° I HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 2" IN IDTT1Z 1 i - sw 1 CROSS-SECTIONAL DIAMETER AND HAVE A SMOOTH GRIPPING SURFACE. Im ii HANDRAILS THAT ARE NOT CIRCULAR SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4"AND NOT GREATER THAN 6.25" WITH A I +- I -I sT� MAXIMUM CROSS SECTION DIMENSION OF 2.25". A SPACE OF NOT LESS E _1 I- I _ THAN 1-1/2 " SHALL BE PROVIDED BETWEEN THE WALL AND THE RAIL. 2X 0 P.T. LL I �4"'� '�+' 'r'�' �-? +. E LE GER W/(2) lt 1 -I 4. STAIR GUARDRAILS WHOSE TOP RAIL ALSO SERVING AS HANDRAILS TO y 1 N O 1/4'X5" �k_ H1 I I SW 1 BE NOT LESS THAN 34" NOR MORE THAN 38" HIGH MEASURED VERTICALLY ''k `. � N V LE GER OK _ I [ FROM THE LEADING EDGE OF THE STAIR TREAD NOSING. IF THE 0) co @24 O.1 • ® sT1 GRIPPABLE RAIL IS NOT THE TOP RAIL OF THE GUARD, THE GUARD SHALL - �}', r y go co cN = BE INSTALLED AT 42" MINIMUM HEIGHT AND THE GRIPPABLE RAIL SHALL ', -4:A. : p i O c N. H1 - I SW 1 BE INSTALLED AT 34"-38". NO OPENINGS AT GUARD RAILS SHALL ALLOW A 4 \,� • Q O � C 4" SPHERE TO PASS THROUGH. TRIANGULAR OPENINGS FORMED BY THE L vi ` C sr' r" RISE, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE r � DTT1Z A3.a sT1 1v • I r r ® sW 1 OF A STAIRWAY MAY BE OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER \ 5: • '.:t • ' O •� CANNOT PASS THROUGH. .k. U CO N O N i ST1 j,,. .` LO I 1 I I 5. DWELLING BASEMENTS AND EVERY SLEEPING ROOM SHALL HAVE AT tia:�. E N 2 M 2 4t (3 - J I o LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY a I I I I ® ESCAPE OR RESCUE. WINDOW FINISHED SILL HEIGHT SHALL BE NOT INE OF WALLS ABOVE 5 1/8"X6 GLULAM 1 MORE THAN 44"ABOVE THE FLOOR WITH A MINIMUM NET CLEAR COLUMN I II I OPENABLE AREA OF 5.7 SQUARE FEET; MINIMUM NET CLEAR OPENABLE N CC 7 1/8 6 COL.CAP HEIGHT OF 24"; AND MINIMUM NET CLEAR OPENABLE WIDTH OF 20". O I ABU66Z POST BASEI I co - I- -_ 6. MINIMUM OPENING PROTECTION FOR DOOR BETWEEN GARAGE AND _ _I DTT1Z - - - - - - 0 RESIDENCE SHALL BE THE INSTALLATION OF A SELF-CLOSING TIGHT- © I W DTT1Z - • - • - • - - • _ - - - - - c.), FITTING SOLID WOOD DOOR 1 3/8 " IN THICKNESS OR A SELF-CLOSING v. _ _ _ - - I 0 I ST1 I _ TIGHT FITTING DOOR HAVING A FIRE PROTECTION RATING OF NOT LESS D 0 0 `to L 0 THAN 20 MINUTES. O I (4)1 3/4X11 7/8"X40'LVL u p 4'-O" I W/(2)ROWS 1/4 X8, I I @� SW 1 c‘i@� o -H1 7. MINIMUM OCCUPANCY SEPARATION BETWEEN GARAGE AND RESIDENCE j( q o SCREWS @18"O.C. cD _ LL N �p I ce O SHALL BE THE INSTALLATION OF MATERIALS APPROVED FOR ONE-HOUR Q o �_ c,, oR7"X11 7/8"X40' _ I _ o d FIRE-RESISTIVE CONSTRUCTION ON THE GARAGE SIDE. WHERE THE FLUSH BEAM I I N H3 - r ST1 Sw 1 A CD ® SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE 1/8"X6 GLU-L*M I t- H1 sT' SEPARATION SHALL BE PROTECTED BY EQUIVALENT FIRE-RESISTIVE N LUS210 -00 / COLUMN J' SHEATHING CONTINUOS ■ c-- t CONSTRUCTION. HGR.TYP ��(1)T,(3)K,(1)T CC 71/8"-6 COL.CAP e I BELOW FLOOR LEVEL co ABU66Z POST BASE AND TOP OF WALL 8. THE WALLS AND SOFFITS OF THE ENCLOSED USEABLE SPACE UNDER als$ 2X 0 P.T DTT1Z I I I I: STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED LEDGER W/(2) 1 3/4" LVL RIM J rSECOND FLOOR SHEARWALL PLAN FOR ONE-HOUR FIRE-RESISTIVE CONSTRUCTION. 1/4'X5" I H3 JOIST LEDGER OK J A2.5 1/8"=1'-0" 9. GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZING. THE @1." 0.1. N 1 FOLLOWING SHALL BE CONSIDERED HAZARDOUS LOCATIONS: GLAZING o (1)T,(3)K,(1)T IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, a) 1 SHEAR WALL SCHEDULE STEAM ROOMS, BATHTUBS AND SHOWERS; GLAZING IN ANY PORTION OF B N v 1 A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE A3.3 (1) D_ MARK SHEATHING 3 NAILING SIZE&SPACING SILL PLATE ANCHORAGE4 BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 ABOVE A N I AT ALL PANEL EDGES STANDING SURFACE AND DRAIN INLET; GLAZING WITHIN A 24"ARC OF Q to N- 7/16"APA RATED SHEATHING, 1/2"DIA.X 10"ANCHOR EITHER VERTICAL EDGE OF A DOOR (IN A CLOSED POSITION); GLAZING IN H4 I 8d @ 6"O.C.EDGE,12"D.C.FIELD /� ' co 1-SIDE MIN. BOLTS@48'a.C. WALLS ENCLOSING STAIRWAY LANDINGS OR W/I 5' OF THE BOTTOM AND ` V D T1 Z DECK �o 7/16"APA RATED SHEATHING, 8d @ 4"D C EDGE,12"D.C.FIELD ` 112"DIA.X 10"ANCHOR TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS < 60" N TI; S (4) c" I 1-SIDE MIN. BOLTS @36' a.c' • ABOVE A WALKING SURFACE. (SLIDING GLASS DOORS WHICH AREI: T��TAL ~9 7116"APA RATED SHEATHING, 1/2'DIA.X 10"ANCHOR Mn T io I - 1-SIDE M}N. 8d@ 3" BOLTS®24" O.C.EDGE,12"O.C.FIELD O.C. REVERSIBLE ARE TO HAVE TEMPERED GLAZING W/I 24" ARC OF EITHER ■ W _ DTT1Z r (1)T,(3)K,(1)T 7/16"APA RATED SHEATHING, SEE PORTAL FRAME DETAIL EDGE OF ENTIRE GLASS(1)1/2"DIA.X 10"ANCHOR ENCLOSURE.) co -J - I I co PF co 1-SIDE MIN. BOLT U` 4 10. NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS73 aer> . It iNOTES:SHEATHINGIATTACHMENT IS REQUIRED THE ENTIRE LENGTH OF WALL INDICATED. WHERE AN EXTERIOR WALL IS NOT DESIGNATED WITH A WITH AN AREA OF NOT LESS THAN 4% OF FLOOR AREA IS REQUIRED IN 0 H3 -b.. .....T GUEST ROOMS AND HABITABLE ROOMS. EVERY SPACE INTENDED FOR SHEATHING MARK,PROVIDE SHEATHING AND ATrACFiMENT PER TYPE Si ABOVE. 6X6 DF POST I HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY (I)z. DRIVE WOOD PANEL SHEATHING NAILS FLusH WITH,BUT NOT PENETRATINGTHE FACE OFTHE WOOD SURFACE. MEANS OF GLAZED OPENINGS OR ARTIFICIAL LIGHT. THE MINIMUM NET ECI66 COL.CAP DTT1ZAB 66Z 'DST BASE X -1- -H1 3. BLOCK ALL EDGES OF SHEAR WALL PANELS(ORIENTED STRAND BOARD,O.S.B,ARE ACCEPTABLE). GLAZED AREA SHALL BE NOT LESS THAN 8% OF THE FLOOR AREA.1- 4. PROVIDE AMINIMUM OF TWO ANCHOR BOLTS PER EACH SILL PLATE PIECE,NOT MORE THAN 12"OR LESS THAN 4"FROM � 11. ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS AND/OR RETAIN )1 - -\I_ - - Er EACH END. PROVIDE 3"X 3"XX"PLATE WASHERS AT ALL SILL PLATE ANCHOR BOLTS. EARTH AT CRAWLS SPACES SHALL BE WATERPROOFED WITH A SELF- © _ IJ - - - - T- - I 5. STAGGER END JOINTS OF SHEATHING 16"MIN.ON EA.BIDE OF WALL,WHERE SHEATHING IS REQUIRED ON BOTH FACES OF WALL. ADHERED WATERPROOFING MEMBRANE SYSTEM INSTALLED PER ° MANUFACTURER'S REQUIREMENTS. AT ALL DOOR AND WINDOW ›N O O 1 (5) 2X6 STUDS 7 H1 I H1 H1 6. CONSTRUCT SHEAR WALL ASSEMBLIES,INCLUDING CORNER AND INTERSECTION STUD GROUPS,TOP PLATE SPLICES,AND STUD O ' ` (2) HUCQ610-SDS 1 (2) HUCQ610-SDS TO PLATE C04dNECTidNSTOCOMPLYWlTH2O181NTiFtNATIOi1ALSU{LDt{3G CODE(1$C)TABLE 23bd.9.1,u.N.o. WATERPROOFING MEMBRANEOPENINGS THAT ARE FLUSH OGALOVOMT R NFLASHIN ISH, IN ADDITIONALL ALO THE SO BE v� LPC6Z POST CAP 7.DOUBLE STUDS REQUIRED AT PANEL EDGES OR 4X6 STUDS. NAIL DOUBLE STUDS TOGETHER WITH 16D AT 4"O.c. INSTALLED AND CARRIED DOWN 12" BELOW RETAINED EDGE. O N OR 1/4'X4" SDS INTO RIM JOIST 12. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR HOLDOWN/STRAP SCHEDULE OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED ` V (2) ;X10 •'.T. HF#1 I MARK HOEDOWN DEVICE STUD/POST SIZE NOTES AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH DEI K JO ST I CEMENT MORTAR, COMCRETE MASONRY OR SIMILAR METHOD A SIMPSON MSTA36 STRAP WINDOW SILL PLATE& (26)0,148"X 2.5"NAIL,STRAP CENTERED ON FLOOR RIM JOIST 2X6 FLAT BLOCKING ACCEPTABLE TO THE ENFORCING AGENCY. SIMPSON STOH14 OR (2)2X STUDS (30)0,148"X 3.25"NAILS INTO DOUBLE STUD I I AD 14fiJHOLD-DOWN Document Date: NOTES: 1. COORDINATE HOLDOWN LOCATION WITH ARCHITECTURAL FLOOR PLANS AT DOOR/WINDOW LOCATIONS FOR PROPER PLACEMENT AT BEARING/KING STUD ASSEMBLIES. February, 2022 1 2. REFER TO THE DETAILS INDICATED BELOW FOR INSTALLATION REQUIREMENTS,AND COMPLY WITH ADDITIONAL MANUFACTURER'S INSTALLATION RECOMMENDATIONS. Document Phase: Construction Documents zipI HEADER SCHEDULE N I I N rev. date remark MARK SIZE NOTE P' 'f- A ,r. ' M ./fp 1 ii .;.%•qi... . 1 I (1) TRIMMER !' lk "4141141%l& H1 (2) 2X8 DF #2 o z (1) KING STUD r�. -5113 I I 4 0 4 27,19 �- 2 1 3/4X11 7/8" LVL (1) TRIMMER 1A ,(1vc/ST00 ,��� H2 ( ) (3) KING STUD ,*!ONAL ENS'\ H3 (2) 2X10 DF #2 (3)(1) TRIMMER STUD MI 4 _ L_ _-_ _ LINE OF EXTERIOR WALL BELOW (2) 2X12 DF #2 (1) TRIMMER 2nd Floor Fra m e H4 OR (3) KING STUD (2) 1 3/4"X9 1/2" LVL D NV 26'-0" A2 5 ■ 1 SECOND FLOOR FRAME A2.5 1/4"=1'-0" The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. 22GA. MECHANICALLY ROOF PLAN GENERAL NOTES 00 SEAMED MTL. ROOFING METAL RAKE CLEAT 1. ROOF COVERING MATERIAL SHALL BE METAL, NON-COMBUSTIBLE , Qlowcon�•co A B METAL ROOFING SYSTEM OR SHALL BE LISTED AS CLASS "A" FIRE RETARDANT MATERIAL. 4� T y °t /:. , RAKE FLASHING CERTIFICATE OF COMPLIANCE SHALL BE FILED WITH THE Cie �� BUILDING DEPARTMENT. / � m REQUIRED UNDERLAYMENT (� 2. ALL ROOFS, REGARDLESS OF COVERING, WITH A PITCH OF LESS 0 7 '�4, 1891 wt 5'-.7" 0 34'-O" . FOR CLASS A RATING, THAN 8 TO 12 SHALL BE PROTECTED AGAINST LEAKAGE FROM ICE • . `QCOR� � I REFER TO MFR ESR BUILD UP. ICE GUARD SHALL BE INSTALLED WITH AN APPROVED (>�FIELD134 � CEMENTING MATERIAL SO THAT THE MEMBRANE AND ROOF0 HIGH TEMP SELF ADHERED SHEATHING ARE SOLID MOPPED TOGETHER EXTENDING FROM D 0 ICE AND WATER PROTECTION Mgr Q THE EAVE, INCLUDING THE OVERHANG, UP THE ROOF TO THE o I &111.4 PLYWOOD SHEATHING, S.S.D. RIDGE OR HIGH POINT COVERING THE ENTIRE ROOF SURFACE. N A2 6 PROTECTION ALSO REQUIRED @ SIDEWALLS AND ALL VALLEYS, IIII id) O �, 2X4 BLOCKING 30"ALONG EACH SIDE. THIS SHALL BE DONE IN ADDITION TO UNDERLAYMENT (FELT) OTHERWISE REQUIRED. USE HIGH TEMP 11, la 7- - ----. RATED MATERIAL BENEATH ALL METAL ROOFING SYSTEMS. USE SINGLE MANUFACTURER FOR ALL RELATED MATERIALS TO O o c Im ii p _ _ - - - - - - I_ - - - _ ° ° � ROOF FRAMING, S.S.D. ENSURE COMPATABILITY. PROTECT EXPOSED MATERIALS AFTER-1 INSTALLATION SHOULD THEY BE EXPOSED LONGER THAN I I I I 2X14 FACIA ALLOWED BY THE MANUFACTURER. 3. ALL CORRUGATED METAL ROOF AREAS THAT DO NOT HAVE A E 2'-2" ° BEOSURE INSTALLED OVEIECE OR THE R A MINIMUM 72D ENDS AT THE EAVES SHALL#CAP SHEET FOR THE ENTIRE r. ^Ntiy .1r-Norm. _O }' E 6-2 I I I OVERHANG ROOF AREA COVERED BY THE METAL ROOFING. 1 N 'c N OV OVERHANG ! N Shed Roof L I T&G DECKING 4. ALL VALLEY FLASHING SHALL BE A MINIMUM 26 GA CORROSION , ::\:\'',&' 1 N RESITANT MATERIAL LAID OVER A MINIMUM 36 WIDE 72#CAPU Construction e �� " �tiSHEET. THIS IS IN ADDITION TO ANY OTHER SPECIFIED " O o 12"WIDE STANDING SEAM METAL ROOFING 7%../_ I �,� UNDERLAYMENT ;, A Q O CD C OVER WATER PROOF ROOFING MEMBRANE I ti L L cn 0 I OVER 7/16" ROOF SHEATHING OVER TJI 560 O ' 5. ALL ROOFING AND FLASHING MATERIALS SHALL BE INSTALLED IN • r � ,TD O CD ® - 24" 0 C WITH R-38 BATT INSULATION AND 1" r I A3.4 CONFORMANCE WITH THE NATIONAL ROOFING CONTRACTOR'S �tiv � . t �t O N 1 AIR SPACE i 1 ASSOCIATION (NCRA) UNLESS PROVISIONS WITHIN THESE . \: 4 P. - ;1 �` . C) M CO N O N I ' DOCUMENTS ARE SPECIFIED EXCEEDING THOSE REQUIREMENTS. •_ • L. I-{) C - Cfl - W -__ ] I I EACH ROOF GI E SYSTEM TYPE INSTALLED L COMPONENTS OF 'a�" " C CO 0 I 1 CI II II 12 6. PROVIDE DEFLECTION CRICKETS AT ALL EAVES WHERE THE EAVE I-I I TERMINATES AGAINST A SIDE WALL. THIS IS REQUIRED TO _ I I I I I I PREVENT WATER FROM RUNNING DOWN THE FACE OF SIDING I I I 3 4 Rake at Standing Seam Metal Roofing AND ANY FENESTRATIONS ON THE SIDEWALL. _L EF_ J_ . _. 1 I --__ —]e . — — — — A2.6 2.6 NTS 7. PROVIDE SNOW/ICE MELT SYSTEMS AT ALL VALLEYS AND EAVES J ADJACENT TO WALKING AREAS, DECKS AND PATIOS. I 1 ,re /I . 4'-O" I I if' !' / CLASS A MECHANICALLY I SEAMED METAL ROOFING Q J LINE OF INTERIOR WALLS BELOW—> I r o -- I-1 I - o ../ REQUIRED UNDERLAYMENT - - �� FOR CLASS A RATING Ager' Or • ? �I J h II I I / 0 I I I-1 III / (2) LAYERS HIGH TEMP SELFals$ // ! ADHERED BITUMINOUS ICE & I27'-1'I h L - WATER SHIELD OVERHANG I I PLYWOOD SHEATHING, S.S.D. 1-1/2:12 - ti SLOPE - 24 GA EAVE FLASHING W/ B N B (101) ., jill HEMMED EDGE (I) A3.3 A3.3 .-�� - w _ ----- ROOF FRAMING, S.S.D. lik 04 0Q N 2 I:API 1 I I 2X14 FASCIA N o II II o '... . 00 - 11 II \t , (1) 73 > • II 'I I I T&G DECKING < '1 h \, C- ,, II I CZ al 5 II II _ I — — — I II Co 4)�'O I IQo .r.‘> _. I 4 0 0 I ,., (.., U2 I A2.6 I O ` V 5'-7" ° I - --) CV Q zo Shed Roof C Eave at Standing Seam Roofing N Construction N o NTS • 12"WIDE STANDING SEAM METAL ROOFING ' w HARDIE BD BLANKS W/ Document Date: OVER WATER PROOF ROOFING MEMBRANE OVER 7/16' ROOF SHEATHING OVER TJI 560 ° 1X2 VERT BATTS CLASS A MECHANICALLY February, 2022 24" O.C. WITH R-38 BATT INSULATION AND 1" SEAMED METAL ROOFING AIR SPACE SEL ADHERED WATERPRO MEMBRANE Document Phase: Construction Documents SELF ADHERED BITUMINOI REQUIRED UNDERLAYMENT r.n 7,-9„ o A FLASHING TO ACHIEVE CLASS A RATING `V i 1-1/2:12 ° N STANDING SEAM ROOF rev. date remark � SLOPE C9 SYSTEM ROOF TO WALL HIGH TEMP SELF ADHERED p FLASHING W/ FINISH BITUMNOUS ICE AND WATER - il STANDING SEAM METAL P �i, i, PROTECTION 7� ,/ � ��' A A iN ROOFING SYSTEM FLASHII �' A3.3 I A3.3 SUPPORT PLYWD. . .. ,� 00 SHEATHING f� �� Q CLASS A MECHANICALLY ROOF r f•- n SEAMED METAL ROOFING FRAMING /.4111111 �� Z SYSTEM W/ FINISH • a A't 5 2'-0" REQUIRED UNDERLAYMEN 27 OVERHANG ---r TO ACHIEVE CLASS A RATI BATTUNFACED � ��G/S ER�� ,���'� IAIC`I II ATIlIAI %Si G'\ . - _��-~ 4 . (2) LAYERS HIGH TEMP SEI ANAL EN Ng ADHERED BITUMNOUS ICE win. AND WATER PROTECTION EXTEND 30" UP WALL OR T o EAVE IF EAVE IS LESS THA LINE OF EXTERIOR WALL BELOW Q 30" ._., 4 o •�— --- - -- - ce ° ° , , -a. 6.MI 1/2 GYP.BD. o > ROOF FRAMING, S.S.D. '_ N � .__,,, Roof Plan _________ ___.,:-__.N, . . , -z!.-_...---.,__,. , . „, I R-49 UNFACED BATT 1 D it -------.-.. INSULATION ' NV / --......-- 26'-0" rr i _� 2 Roof to Wall Standing Seam c9Standing Seam Metal1 ROOF PLAN ' 26 NTS NTS A2.6 1/4"=1'-0" The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. ROOF PLANGENERAL NOTES 7/16 ROOF SHEATHING oo 1. ROOF COVERING MATERIAL SHALL BE METAL, NON-COMBUSTIBLE �O4�gcc'DE�,O o A B 11 7/8" TJI 560 @24" O.C. OR SHALL BE LISTED AS CLASS "A" FIRE RETARDANT MATERIAL. ��a tT y * -: CERTIFICATE OF COMPLIANCE SHALL BE FILED WITH THE —I L-- C.—, 9* �___ BUILDING DEPARTMENT. 34'-O" 2. ALL ROOFS, REGARDLESS OF COVERING, WITH A PITCH OF LESS 11141) 7 ��, 1891 ,As . . ~—�__ _� THAN 8 TO 12 SHALL BE PROTECTED AGAINST LEAKAGE FROM ICE G�..�, co4891 • c's BUILD UP. ICE GUARD SHALL BE INSTALLED WITH AN APPROVED �TOFrELn'�se� ° 5-9 23'-9" CEMENTING MATERIAL SO THAT THE MEMBRANE AND ROOF0D I 9.5" LSL BLOCKING SHEATHING ARE SOLID MOPPED TOGETHER EXTENDING FROM Mill, 6X6 DF #1 COLUMN < LEAVE 1" AIRSPACE FOR THE EAVE, INCLUDING THE OVERHANG, UP THE ROOF TO THE VENTILATION RIDGE OR HIGH POINT COVERING THE ENTIRE ROOF SURFACE. ECC66 COL.CAP - PROTECTION ALSO REQUIRED © SIDEWALLS AND ALL VALLEYS, la 0 (1) 1/4"X4" RSS SCREW 30"ALONG EACH SIDE. THIS SHALL BE DONE IN ADDITION TO ° M EA. SIDE UNDERLAYMENT (FELT) OTHERWISE REQUIRED. USE HIGH TEMP —A la RATED MATERIAL BENEATH ALL METAL ROOFING SYSTEMS. USE H1 H1 H1 I ` - --- SINGLE MANUFACTURER FOR ALL RELATED MATERIALS TOla o — — — — + _ = �_ — I == I r. ° ENSURE COMPATABILITY. PROTECT EXPOSED MATERIALS AFTER T I BEVELED BLOCK INSTALLATION SHOULD THEY BE EXPOSED LONGER THAN ALLOWED BY THE MANUFACTURER. ° 3. ALL CORRUGATED METAL ROOF AREAS THAT DO NOT HAVE A ii (1) TRIMMER I I CLOSURE PIECE FOR THE EXPOSED ENDS AT THE EAVES SHALL 0 —� DOUBLE 2X6 TOP PLATE E (3) KING STUDS I BE INSTALLED OVER A MINIMUM 72#CAP SHEET FOR THE ENTIRE �' j _V �' H �. 1 L u ROOF AREA COVERED BY THE METAL ROOFING. ' 4. ti` N '� N Ov • R-21 BATT INSULATION 2 -2X BLOC INC II — I \ Q 4. ALL VALLEY FLASHING SHALL BE A MINIMUM 26 GA CORROSION w _ O N �m RESITANT MATERIAL LAID OVER A MINIMUM 36" WIDE 72#CAPt. �� U H2 J 7 SHEET. THIS IS IN ADDITION TO ANY OTHER SPECIFIED �" "� y O N. UNDERLAYMENT ,� Fa 0_ O O 0 Li . ao w I CMIS WATERPROOF BLDG. WRAP OP ,, , -CO" Cr):Zvi � cn 2 m A3.4 5. ALL ROOFING AND FLASHING MATERIALS SHALL BE INSTALLED IN Y \ ,TD O ® X 1/2" HARDIE BD. W/ 1X2 CONFORMANCE WITH THE NATIONAL ROOFING CONTRACTOR'S 1 y\\ \ 4 , (a O .( .D A2.7 N O r I 1 ASSOCIATION (NCRA) UNLESS PROVISIONS WITHIN THESE `•1 • • U VERT. BATTS DOCUMENTS ARE SPECIFIED EXCEEDING THOSE REQUIREMENTS. hil ' CZ: N O N _ I I UTILIZE SINGLE MANUFACTURER FOR ALL COMPONENTS OF wY coca - —I EACH ROOFING SYSTEM TYPE INSTALLED (1) TRIMMER y 6X6 DF #1 COLUMN 6X6 DF #1 COLUMN I II I 6. PROVIDE DEFLECTION CRICKETS AT ALL EAVES WHERE THE EAVE (3) KING STUDS ECC66 COL.CAP ECC66 COL.CAP I I I I I TERMINATES AGAINST A SIDE WALL. THIS IS REQUIRED TO �� PREVENT WATER FROM RUNNING DOWN THE FACE OF SIDING 10'-3" 6'-6" AND ANY FENESTRATIONS ON THE SIDEWALL. _ I Roof Rafter Detail e L. _ — — " 7. PROVIDE SNOW/ICE MELT SYSTEMS AT ALL VALLEYS AND EAVES 2 I _ _ — — — — O I I NTS ADJACENT TO WALKING AREAS, DECKS AND PATIOS. A2.7 I I 17'-3 �� 01110i____,...._____ 2X6 FRAME WALL 4'-0" g I I o� I I I I -H1 2X6 RAFTERS @ 24" 0 r II II f b o.C. H3 tip II J II I -•—I (1)TRIMMER �' (3) KING STUDS I I 7 � � 2X6 LEDGER W/ (2) 1/4"XCZ I I II 4" STR SCREWS 2 I2 (1)TRIMMER Q m J co L A @ 24" O.C. (3) KING STUDS H3 Lt D II— (1)TRIMMER - MI �r r�r LRU26Z RAFTER (1) TRIMMER I� Q Q II HANGERS (3) KING STUDS Co W Co in L1111114-_____ ~ (1)TRIMMER / _ � m B (11) N - CV N O B ? �— �J 4X8 DF #2 BEAM cin A3.3 H3 H 1 12IA3.3 '� _ L>7 1 f __r--r- O (1)TRIMMER r �� ~__ ~~ N (3) KING STUDS -2X BLOCKING -2X BLOCKING \ ~ (1)TRIMMER L 0 51/2"X12"X22' I: (V �� GLULAM HDR. Li \ -H1 W 0) L50 ANGLE,(2) > � CO TOTAL TOP AND 72 H3 - II BOTTOM OF POS T ll I 3/4"X8" LAG SCREW � 4X6 POST (n (1) TRIMMER 1 6X6 DF #1 COLUMN 6X6 DF #1 COLUMN 2X12 LEDGER W/ CZ(3) KING STUDS ECC66 COL.CAP ECC66 COL.CAP (2) 1/4"X4" STR. cog)) ":1) . L 1 ,- _. / I SCREWS @ 16" O.C. -H1 - 4X4 DF #2 0 I e — ._,_ \,. - g� L 3/4"X8" LAG SCREWS >1 n _i_i H1 H1 I H1 73 O U I 0 (� N 5'-7" I „ o G '� ° I � NQ 6X6 DF#2 COLUMN S`2�0 00 ' LPC6Z POST CAP I \�-{l�° ABU66Z POST BASE I 2 LPCZ (3) 2X6 STUDS POST CAP */-1: n o _ DAwning Detail Document Date: 7 NTs February, 2022 7 , RB DF#2 � ( ) �- I Document Phase: sso I Figure 1. Construction Details for APA Portal-Frame Design with Hold Downs Construction Documents 6,� 7,_9" - Extent of header with double portal frames (two braced wall panels) ..1Cfl N G? N Extent of header with single portal frame --. rev. remark (one braced wall panels) date Header to jack-stud strap 2'to 18' rough width of opening per wind design min 1000 Ibf for single or double portal on both sides of opening I opposite side of sheathing �,! t -F_e=as F---"r� A A O Pony ■A3.31 11 A3.3 E0 hewight " Fasten to late to header (2) 2X6 KING STUDS � 0 e Min. 3 x 1 1-T/4" net header :� with two rows of 16dsteel header not allowed „(1)2X6 TRIMMER e,, . ,, sinker nails at 3" o.c. typ 'Ft4 r Z EA. SIDE - =1-3-3_o'4 a"�= -:'�e L H1 — 1 H 1 e _, Fasten sheathing to header with 8d common or Min. 3/8"wood structural 12' - galvanized box nails at 3" grid pattern as shown13 max .' 4 ;; panel sheathing O A1 ,2 , /9 ` '`t' G STER �' total .i• Header to jack-stud strap per wind design. ( s / rG wall -• • Min 1000 Ibf on both sides of opening opposite a s/0 Et'‘ . CV height .a side of sheathing. - If needed, panel splice edges NAL E 1 3/4"X11 7/8" LVL .. shall occur over and be \ _,F1 1 0' "" ▪ — Min_ double 2x4 framing covered with min 3/8"' I4 nailed to common blocking " \ i max thick wood structural panel sheathing with �+ 1.-. within middle 24" of portalM6=1. 5 1/2 X12 GLULAM HDR. 8d common or galvanized box nails at 3"o.c. '�_s °' height. One row of 3" o.c. SEE ?ORT FRAM: DETA L height in all framing (studs, blocking, g 4 — — — — — ' - __ _ and sills)typ. a nailing is required in each o 0 0 panel edge. t' Min length of panel per table 101. 0 ' v " Typicol portal frame �__ � a .c construction Roof Frame �,el Min {2) 3500 lb strap-type hold-downs ''^. ; .., 4X6 DF#2 POST 1 AWNING DETAIL off4 b:o (embedded into concrete and nailed into framing) :P'*1 ,� Min double 2x4 post (king d and jack stud)_ Number of ALIGN W/AWNING o�i. #:_ a Min reinforcing of foundation, one #4 bar b^: ` -;] ic jack studs per IRC tables KNEE BRACE A2.7i`'��'� t: i op and bottom of footing. Lap bars 15" min_ " - i R502.5(1) & (2). I I D .\\N\c-L__ ii, 26'-0„ Min footing size under opening ;s 12"`x 12". A turned-down Min T 00❑ lb hold-down slab shall be permitted at door openings. device (embedded into concrete and nailed •Min (1) S/Su diameter anchor bolt installed per IRC R403.1.6 — into framing) A2 with 2"x 2" x 3/1 6" plate washer A2 . 7 7 C ROOF FRAME r 1/4"=1'-0" The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. BUILDING SECTION GENERAL NOTES FLOOR FINISH PER OWNER A B 1. VERIFY ALL SOILS PREPARATION PRIOR TO CONSTRUCTION. FogCODEco ��a T Y kn{ FLOORING SUBSTRATE 2. BUILDING PADS SHALL BE GRADED 2% TOWARD APPROVED DRAINAGE _1 G1-O�,N. I cV I FACILITIES AND PROVISIONS SHALL BE MADE TO CONTROL AND DRAIN m SURFACE WATER AROUND BUILDING. 0 7 9ealak�, 291 � I © 11 i . i ,1�i. . i. I 3. FOUNDATION GRADE OR PRESSURE TREATED MUDSILL REQUIRED. COLUMNS S `o PLYWOOD SHEATHING, S.S.D. A2.7 OR POSTS LOCATED ON CONCRETE OR MASONRY FLOORS AND THAT �COR I 1 1 1. Ti. . L T I SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE -FIELIn[�Se� •" _ TALLEST RIDGE __ _ _ i_ ...1_ .1_ i_ \ -..-..-..-..-..-..-..- PIERS OR METAL PEDESTALS PROJECTING ABOVE EXPOSED EARTH A MINIMUM - .1. . 1. . 1. . 1_ , I OF 6"AND AT LEAST 1"ABOVE SUCH FLOORS UNLESS TREATED WOOD IS ~� 1 1 1 1 1 USED. INDIVIDUAL CONCRETE OR MASONRY PIERS SHALL PROJECT AT LEASTla kt) \_-:-.!0:... I ~�� ~��-� FLOOR FRAMING, S.S.D. ? 8"ABOVE EXPOSED GROUND UNLESS THE COLUMNS OR POSTS THAT THEY - I I SUPPORT ARE OF WOOD RESISTANT TO DECAY. 11, la �., • I. 4. MINIMUM CLEARANCE FROM GROUND UNDER GIRDERS SHALL BE 12 INCHES; P. 1 - I 1li _ I UNDER JOISTS SHALL BE 18 INCHES. R-38 BLANKET INSULATION I _ -r TAT` la = i i 1` TOP PLATE 5. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS1::!li o THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY I� i �, WALL OUNT I. AZ 6 SLABS SHALL BE APPROVED WOOD OF NATURAL RESISTANCE TO DECAY ORlimmmms O MINI-S'LIT 1-� 1.�_ TREATED WOOD UNLESS SEPARATED FROM SUCH FLOORS BY AN IMPERVIOUS U X E i, H MOISTURE BARRIER. MAIN IVING AREA . HALLWAY STAIRWELL = T71 N- O U i� i <iii- DECK i/ o �� * fir _ ce ap 6. ALL ENCLOSED ROOF AREAS SHALL BE VENTED TO PREVENT THE y 1 N _� I, 5/8" TYPE "X" GYP. BD. i W k00 '- ' I a� F pACCUMULATION OF CONDENSATION. A MINIMUM 1" AIR SPACE SHALL BE O E MAINTAINEDBETWEENTHETOPOFTHEINSULATIONANDTHEROOFDECKING. C . @)• 1 A3.4 A CONTINUOUS BAFFLED ABS ROOF VENT SHALL BE INSTALLED ALONG THE O L C/ 1- I _ Co RIDGE AND AT ROOF TO WALL LOCATIONS WHERE SHED ROOFS CANNOT VENT--- ,, � w� N �\ A3.3 ' - i 1-1 D- co TO THE RIDGE. ALL VENTS INSTALLED IN EAVES SHALL BE TESTED, RATED AND �,� �' ,� �� 1---1 1 1 1 c) APPROVED BY THE STATE FIRE MARSHAL FOR INSTALLTION IN THE SOFFIT. ALL �' O L O � 1lel 1 1 . �� 2ND FLR VENTS INSTALL IN SOFFITS SHALL HAVE A GALV. METAL INSECT SCREEN WITH �p •'� 4%'.•°,1 ti L �'. O "6 - - - - - 1 \ N OPENINGS NO GRATER THAN 1/8" SQUARE I i, . .,.,; \ \,...L . .. .,,:, . ,_ _. , Li V) 7. FOR ROOF AREAS THAT CAN NOT BE VENTED DUE TO FRAMING CONDITIONS, LCo THE FOLLOWING METHOD SHALL BE USED: ;a :: EE co zi M z5 HALLWAY 9 STAIRWELL 8. ALL ENCLOSED ROOF AREAS SHALL BE INSULATED WITH BASF COMFORT FOAM WALL MOUNTED 178 SPRAYED TO UNDERSIDE OF ROOF SHEATHING WITH NO AIR VOIDS TO MINI-SPLIT ALLOW FOR AN UNVENTED ROOF SYSTEM THAT DOES NOT ALLOW FOR PATIO MEDIA ROOM _ -ao CONDENSATION TO FORM. MANUFACTURER'S INSTALLATION METHODS MUST 3 Floor Over Living Space II W u L N BE ADHERED TO IN EVERY ASPECT OF THE INSTALLATION. ll 3.3 _ o p rn A. FOR TRUSSED ROOF APPLICATIONS: NTS 2 W THE SPRAY APPLIED INSULATION WILL BE APPLIED BY INSTALLERS CERTIFIED A3.3 0 I BY BASF POLYURETHANE FOAM ENTERPRISES. COMFORT FOAM 178 APPLIED a TO THE UNDERSIDE OF THE ROOF SHEATHING SPRAYED TO 6-1/2 " TO ACHIEVE FLOOR FINISH< PER OWNER I AN R-VALUE OF R-49 . ENTRY TO THE ATTIC IS LIMITED TO SERVICE OF ST FLR. UTILITIES AND THERE ARE NO HEAT PRODUCING APPLIANCES IN THIS SPACE, FINISH GRADc AlI MI \ THEREFORE IGNITION BARRIER IS NOT REQUIRED. AIR IN ATTIC SHALL NOT 0 FLOORING SUBSTRATEk. Alib _ �\ \ J CIRCULATE TO OTHER PARTS OF THE BUILDING. THE THERMAL BARRIER IS 5/8" EXISTING GRADE I CRAWLSPACE o a \ Q TYPE X DRYWALL APPLIED TO THE BOTTOM CHORD OF THE ROOF TRUSS. IT IS INSTALLED IN A I I cV �? EXPOSED TO HEANTERIONNER O THAT THE FOAM PLASTIC INSULATION IS NOT - B. FOR RAFTER FRAMED ROOF APPLICATIONS: CZ PLYWOOD SHEATHING, S.S.D. I THE SPRAY APPLIED INSULATION WILL BE APPLIED BY INSTALLERS CERTIFIED I: © ` I N BY BASF POLYURETHANE FOAM ENTERPRISES. COMFORT FOAM 178 APPLIED TO TEH UNDERSIDE OF THE ROOF SHEATHING SPRAYED TO 3-1/2 " TO ACHIEVE A2. ___ ___ iluminv.7---7--__ . .1 AN R-VALUE OF R-21. R-19 UNFACED BATTS WILL BE APPLIED DIRECTLY BENEATH THE COMFORT FOAM 178 TO ACHIEVE A TOTAL R-VALUE OF R-40. THE --`-- THERMAL BARRIER IS 5/8" TYPE X DRYWALL INSTALLED IN A MANNER SO THAT r,. .. .i--7. FLOOR FRAMING, S.S.D. THE FOAM PLASTIC INSULATION IS NOT EXPOSED TO THE INTERIOR.h - - 9. UNDERFLOOR VENTS SHALL EQUAL 1 SQUARE FOOT FOR EACH 150 SQUARE SECTION B FEET OF UNDERFLOOR AREA, AND MUST PROVIDE CROSS VENTILATION. Q U) C- ft- I. R-38 BLANKET INSULATION 1/4" 1'-0" OPENINGS MUST BE COVERED WITH A PROTECTIVE NON CORROSIVE MESH A3.3 = WITH NO OPENINGS EXCEEDING 1/8" (11.) CI 10. OPENINGS EXTENDING VERTICALLY THROUGH FLOORS SHALL BE ENCLOSED IN MM A SHAFT OF FIRE-RESISTIVE CONSTRUCTION. CHUTES AND SHAFTS WITH A . CO CROSS SECTIONAL AREA OF NOT MORE THAN 9 SQUARE FEET MAY BE EITHER W (3) OF APPROVED FIRE-RESISTIVE WALL CONSTRUCTION OR MAY HAVE THE \ f' {• I INSIDE LAYERS OF THE ASSEMBLY REPLACED BY A LINING OF NOT LESS THAN73 �/ 26 GAUGE GALVANIZED SHEET METAL WITH JOINTS LOCKLAPPED. OPENINGS A B SHALL BE PROTECTED WITH A 1 3/8" SOLID WOOD DOOR. 11. FOUNDATION SUPPORT REQUIRED FOR EXTERIOR ROCK VENEER. ANCHOR ^, W TIES SHALL BE PROVIDED TO HORIZONTAL JOINT REINFORCEMENT WIRE OF CZ NO. 9 GAUGE OR EQUIVALENT. DETAIL REQUIRED FOUNDATION SUPPORT. . e Ts CO W 12. NO VENTS SHALL BE INSTALLED IN THE EAVES OR CORNICES - O 13. EAVES AND SOFFITS SHALL BE PROTECTED WITH IGNITIION RESISTANT t 11 1 1 MATERIAL . CD 1 .f 1 1, T1..T i 14. ALL EXTERIOR WALL COVERINGS SHALL BE APPROVED Q C\I CV _ _ _ _ _ _ _ _ _ $ s _LA. i_ _ _ TALLEST RIDGE NON- COMBUSTIBLE OR IGINITION RESISTANT MATERIALS. CO C 1 1 1 1 1 t 1 T i T. . T . i. . i. . i Floor Over Crawl Space CN 1- 1 t i i t 1 1 . i. . i. . 1. .1. .1 15. ALL EXTERIOR GLAZING SHALL BE INSULATED WITH AT LEAST ONE PANE ` �I 2 I TEMPERED. FOR SIMPLICITY, ALL EXTERIOR GLAZING, BOTH PANES ON THIS 1 1 1 1 i. . 1. . 1. . 1. . 1 PROJECT ARE TO BE TEMPERED. ' ' 1 1 1 1 1 1 3.3 NTS 1 T I 16. EXTERIOR DOOR ASSEMBLIES SHALL HAVE STILES AND RAILS THAT ARE 1- 3/4" MIIMIIIIMM s r----1 ----- - THICK AND A FIELD PANEL THICKNESS OF 1-1/2 " MINIMUM. 1. i rt. Document Date : �., P_ _ _ _ _ _ _ I _ _ i _ _ _ _i... _1., _1 i._ t - t - t- - _ _ _ _ _ _ TOP PLATE 17. EXTERIOR DECKING SURFACES, STAIR TREADS, RISERS AND LANDINGS OF 2022 5/8"TYPE "X" GYP. BD. I l '� 1 t DECKS WHERE ANY PORTION OF THE DECK IS WITHIN 10 FEET OF THE PRIMARY February, �� I I �� / t. . 1 1 1 1 i • STRUCTURE SHALL BE CONSTRUCTED OF IGNITIION RESISTANT MATERIAL OR HEAVY TIMBER. Document Phase : VAPOR BARRIER-1 i� I 18. ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS AND/OR RETAIN EARTH AT Construction Documents 1 I /� < 1. . 1 1 - . 1 1. . 1 i _ �: � i T i- CO CRAWLS SPACES SHALL BE WATERPROOFED WITH A SELF-ADHERED / t. . 1. 1 i i_ . 1. ' W ` � `� , T�I ITT rr ►r• �� \ T. . 1. 1� r . 1 � ' p WATERPROOFING MEMBRANE SYSTEM INSTALLED PER MANUFACTURER'S T Q REQUIREMENTS. AT ALL DOOR AND WINDOW OPENINGS THAT ARE FLUSH TO �� R21 AIR PERMEABLE BATT i 1 1 1 • 1 1 i 1 I. 1. 1 1 ? I o W �T T , T-1 r-ty r = oo _ FLOOR FINISH, IN ADDITION TO THE WATERPROOFING MEMBRANE, GALV. MTL rev. date remark 1 i 1 1 1 1 t 1 __-- COo FLASHING SHALL ALSO BE INSTALLED AND CARRIED DOWN 12" BELOW T Tt 1 1 1 u_ RETAINED EDGE. `.. ` ` T'�"T • H M N. 14111111111:;;. - -• T 71, _1 1 1. .1 1 1 1. .1 2ND FLR 19. PROVIDE SILL PLATE SEAL AT ALL EXTERIOR WALLS BETWEEN THE N - - - - Ii1I J \ \ N FOUNDATION AND P.T. SILL - PROTECTO WRAP PW 100 /40 BUTYL OR EQUAL I. -- , Y ` 2X6'S @ 16" O.C. 1 2 00 ' A2.6 A2.7 in I I I I 'N.-N.".._ GARAGE � / :1E I PLYWOOD SHEATHING, S.S.D. ��� 1 Z� ce 1 1-1- p CO o A3.3 7 W 1 \\ 1• 1 co i A2.1 1-1 0: 5/8"TYPE "X" GYP. BD. I ' ) STEP UP T • 1 I\\ 1 t ~ 1ST FLR. JJ • Building I I F 1 . I I -. . . . . . I I . . .-� I- II-II= . . I I _ Q -l-III-I_III-I-III-I-II-III-I -III-I_ I-I-III-I-III-I -III-I- I-I-II-II-III-IIInili 1- 1-1- ill _a0 �I i�-III-III-III-III- II IIII- II- II-II-III-III-III III- ll ll; II- ll- -�---II II- II- II- -1 - -1,l ll - \ SectionsA, B 1 1 1 \ �o co CV A2.1 T)InteriorWaIItoGarage SECTION A ■. NTS 3 A3.3 1/4" = 1'-0" A 3 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. o © © 4 BUILDING SECTION GENERAL NOTES 1. VERIFY ALL SOILS PREPARATION PRIOR TO CONSTRUCTION. w4�v oW Y f 4 I I I 2. BUILDING PADS SHALL BE GRADED 2% TOWARD APPROVED DRAINAGE � G �,111 �� FACILITIES AND PROVISIONS SHALL BE MADE TO CONTROL AND DRAIN a`y m I I SURFACE WATER AROUND BUILDING. 7.�111111*., 0 7 189' w I T I I 3. FOUNDATION GRADE OR PRESSURE TREATED MUDSILL REQUIRED. COLUMNS ``QCOR` �`'O 1 OR POSTS LOCATED ON CONCRETE OR MASONRY FLOORS AND THAT (>7,, nsse 1 TALLEST RIDGE SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE0 -. .-. .-. .- . . _ . . _ . . _ .L _ . . _ . . _ . . _ . . _ . . _ . I . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . I_ . . _ . . _ I PIERS OR METAL PEDESTALS PROJECTING ABOVE EXPOSED EARTHAMINIMUM OF 6"AND AT LEAST 1"ABOVE SUCH FLOORS UNLESS TREATED WOOD IS I 1 1 I USED. INDIVIDUAL CONCRETE OR MASONRY PIERS SHALL PROJECT AT LEASTla th 8"ABOVE EXPOSED GROUND UNLESS THE COLUMNS OR POSTS THAT THEY SUPPORT ARE OF WOOD RESISTANT TO DECAY. ..--1 la 4. MINIMUM CLEARANCE FROM GROUND UNDER GIRDERS SHALL BE 12 INCHES; UNDER JOISTS SHALL BE 18 INCHES. 1 � 1ill I 1. ii MASTER BEDROOM A2.6 A2.6 I TOP PLATE 5. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS - - - - - - I - THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY WALL MOUNTED WALL MOUNTED SLABS SHALL BE APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR o MINI SPLIT MINI-SPLIT I O TREATED WOOD UNLESS SEPARATED FROM SUCH FLOORS BY AN IMPERVIOUS U - XE MAIN LIVING AREA H MOISTURE BARRIER. Nj _ U _ CC Qo 6. ALL ENCLOSED ROOF AREAS SHALL BE VENTED TO PREVENT THE , 1 N A3.4 KITCHEN N w ACCUMULATION OF CONDENSATION. A MINIMUM 1" AIR SPACE SHALL BE ' v� N o Q MAINTAINED BETWEEN THE TOP OF THE INSULATION AND THE ROOF DECKING. a \ -. , \ • C �dj U N w ap A CONTINUOUS BAFFLED ABS ROOF VENT SHALL BE INSTALLED ALONG THE �} '1 O C +� 3 3 I _ RIDGE AND AT ROOF TO WALL LOCATIONS WHERE SHED ROOFS CANNOT VENT - w� N 0 al C A3.3 A3.3 a TO THE RIDGE. ALL VENTS INSTALLED IN EAVES SHALL BE TESTED, RATED AND �,I �' ,� ›- I- c) APPROVED BY THE STATE FIRE MARSHAL FOR INSTALLTION IN THE SOFFIT. ALL a••' i r O �, O O - A ' ., ' 1 1' 2ND FLR N VENTS INSTALL IN SOFFITS SHALL HAVE A GALV. METAL INSECT SCREEN WITH tiv ,�1 •. ti i N "a N a - - - - \ \ OPENINGS NO GRATER THAN 1/8" SQUARE 5: 0 .- .- � � 1 y• ,_ _c U V) V) I I I I I I I I I I I o I I I I I I I I I I �- UM � � O � 7. FOR ROOF AREAS THAT CAN NOT BE VENTED DUE TO FRAMING CONDITIONS, • WALL MOUNTED y WALL MOUNTED THE FOLLOWING METHOD SHALL BE USED: ti„1, E ro co MINI-SPLIT MINI-SPLIT 3 9 A4.2 8. ALL ENCLOSED ROOF AREAS SHALL BE INSULATED WITH BASF COMFORT FOAM 178 SPRAYED TO UNDERSIDE OF ROOF SHEATHING WITH NO AIR VOIDS TO MEDIA ROOM GARAGE _ ALLOW FOR AN UNVENTED ROOF SYSTEM THAT DOES NOT ALLOW FOR _ CONDENSATION TO FORM. MANUFACTURER'S INSTALLATION METHODS MUST BEDROOM 1 BE ADHERED TO IN EVERY ASPECT OF THE INSTALLATION. A3.4 ) A3.3 ) J N w p 0 A. FOR TRUSSED ROOF APPLICATIONS: 2 2 ' W THE SPRAY APPLIED INSULATION WILL BE APPLIED BY INSTALLERS CERTIFIED HEAT PUMP A3.3 A3.3 1 Zo I BY BASF POLYURETHANE FOAM ENTERPRISES. COMFORT FOAM 178 APPLIED LOCATION A2.1 a TO THE UNDERSIDE OF THE ROOF SHEATHING SPRAYED TO 6-1/2 " TO ACHIEVE >- AN R-VALUE OF R-39. ENTRY TO THE ATTIC IS LIMITED TO SERVICE OF UTILITIES -` I- 1ST FLAPPLIANCES IN THIS SPACE, -11 I� R.\ AND THERE G NO HEAT PRODUCING RE THEREFORE IGNITION BARRIER IS NOT REQUIRED. AIR IN ATTIC SHALL NOT J CIRCULATE TO OTHER PARTS OF THE BUILDING. THE THERMAL BARRIER IS 5/8" 0 • ii=CRAWLSPACE CRAWLSPACE CRAWLSPACE Co\ \ Q TYPE X DRYWALL APPLIED TO THE BOTTOM CHORD OF THE ROOF TRUSS. IT IS 0 INSTALLED IN A MANNER SO THAT THE FOAM PLASTIC INSULATION IS NOT IIII CZ �? EXPOSED TO THE INTERIOR. . \ w o B. FOR RAFTER FRAMED ROOF APPLICATIONS: THE SPRAY APPLIED INSULATION WILL BE APPLIED BY INSTALLERS CERTIFIED N BY BASF POLYURETHANE FOAM ENTERPRISES. COMFORT FOAM 178 APPLIED TO TEH UNDERSIDE OF THE ROOF SHEATHING SPRAYED TO 3-1/2 " TO ACHIEVE AN R-VALUE OF R-21. R-19 UNFACED BATTS WILL BE APPLIED DIRECTLY BENEATH THE COMFORT FOAM 178 TO ACHIEVE A TOTAL R-VALUE OF R-40. THE THERMAL BARRIER IS 5/8" TYPE X DRYWALL INSTALLED IN A MANNER SO THAT a) THE FOAM PLASTIC INSULATION IS NOT EXPOSED TO THE INTERIOR. 9. UNDERFLOOR VENTS SHALL EQUAL 1 SQUARE FOOT FOR EACH 150 SQUARE UI) 1 SECTION D FEET OF UNDERFLOOR AREA, AND MUST PROVIDE CROSS VENTILATION. 1/4" - 1'-0" OPENINGS MUST BE COVERED WITH A PROTECTIVE NON CORROSIVE MESH Q ^ ' A3.4 - WITH NO OPENINGS EXCEEDING 1/8" `N 10. OPENINGS EXTENDING VERTICALLY THROUGH FLOORS SHALL BE ENCLOSED IN CVV A SHAFT OF FIRE-RESISTIVE CONSTRUCTION. CHUTES AND SHAFTS WITH A ■ CO CROSS-SECTIONAL AREA OF NOT MORE THAN 9 SQUARE FEET MAY BE EITHER V OF APPROVED FIRE-RESISTIVE WALL CONSTRUCTION OR MAY HAVE THE \ INSIDE LAYERS OF THE ASSEMBLY REPLACED BY A LINING OF NOT LESS THAN 73 26 GAUGE GALVANIZED SHEET METAL WITH JOINTS LOCKLAPPED. OPENINGS a c A B SHALL BE PROTECTED WITH A 1 3/8" SOLID WOOD DOOR. 11. FOUNDATION SUPPORT REQUIRED FOR EXTERIOR ROCK VENEER. ANCHORCZ a I I TIES SHALL BE PROVIDED TO HORIZONTAL JOINT REINFORCEMENT WIRE OF W) .. NO. 9 GAUGE OR EQUIVALENT. DETAIL REQUIRED FOUNDATION SUPPORT. ^f, I co W 12. NO VENTS SHALL BE INSTALLED IN THE EAVES OR CORNICES - L A© I I 13. EAVES AND SOFFITS SHALL BE PROTECTED WITH IGNITIION RESISTANT O t MATERIAL . • p U 1 • 1 TALLEST RIDGE 14. ALL EXTERIOR WALL COVERINGS SHALL BE APPROVED O CV (13 --- - I NON- COMBUSTIBLE OR IGINITION RESISTANT MATERIALS. CO C --- 15. ALL EXTERIOR GLAZING SHALL BE INSULATED WITH AT LEAST ONE PANE ` V TEMPERED. FOR SIMPLICITY, ALL EXTERIOR GLAZING, BOTH PANES ON THIS I l J PROJECT ARE TO BE TEMPERED. 16. EXTERIOR DOOR ASSEMBLIES SHALL HAVE STILES AND RAILS THAT ARE 1- 3/4 MIIMIIIIMM " ` _______CD_ THICK AND A FIELD PANEL THICKNESS OF 1-1/2 " MINIMUM. � � --�-�-----� Document Date : .\ TOP PLATE 17. EXTERIOR DECKING SURFACES, STAIR TREADS, RISERS AND LANDINGS OF 1/2"TYPE "X" GYP. BD. - - - - - - - - - 1 DECKS WHERE ANY PORTION OF THE DECK IS WITHIN 10 FEET OF THE PRIMARY February, 2022 A2.6 !AI STRUCTURE SHALL BE CONSTRUCTED OF IGNITIION RESISTANT MATERIAL OR 1 HEAVY TIMBER. Document Phase : MASTER BEDROOM M. BATH A2.6 ~ I 18. ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS AND/OR RETAIN EARTH AT Construction Documents . oo CRAWLS SPACES SHALL BE WATERPROOFED WITH A SELF-ADHERED N 10 N0 - WATERPROOFING MEMBRANE SYSTEM INSTALLED PER MANUFACTURER'S CLOSETA4.1 Q REQUIREMENTS. AT ALL DOOR AND WINDOW OPENINGS THAT ARE FLUSH TO = Co CoLOOR FINISH, IN ADDITION TO THE WATERPROOFING MEMBRANE, GALV. MTL rev. date remark 3 3 �CC FLASHING SHALL ALSO BE INSTALLED AND CARRIED DOWN 12" BELOW 2X4'S @ 16" O.C. a A3.3 W '� A3.3 Lb- RETAINED EDGE. >- ` 2ND FLR (NI 19. PROVIDE SILL PLATE SEAL AT ALL EXTERIOR WALLS BETWEEN THE \ \ FOUNDATION AND P.T. SILL - PROTECTO WRAP PW 100 /40 BUTYL OR EQUAL / •� o0 ii 3 WALL MOUNTED 2.1 BEDROOM rINI-SPLIT BATH ~ 11 BEDROOM I _� 11 I ) 1 N w A3.4 A3.4 I 0 ' p Q � w 2 2 1/2"TYPE "X" GYP. BD. A3.3 A3.3 p I I +f IF 1 H - - - _ _ 1ST FLR. FINISH GRADE I �\ , J Building EXISTING GRADE I _ Q I i CRAWLSPACE w Sections C, D IT • r CV A2.1 T)TypicaI NTS Interior Wall I O N C ■. ( SECT 3 A 1/4" = 1'-0" A3 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. o © © 4 EXTERIOR ELEVATION GENERAL NOTES 1. SLOPE GRADE A MINIMUM OF 2% AWAY FROM THE BUILDING FOR A oRconEc MINIMUM DISTANCE OF 5'-0" �] a F ° mow' C Y i {�,� I I I I 2. PROTECTIVE GAS METER COVER IS SHOWN AS REQUIRED BY GAS m Typ. Exterior Wall I UTILITY SUPPLIER, DESIGNED FOR THE 2 X THE SNOW LOAD 0 7 INDICATED ON THE STRUCTURAL CALCULATIONS. VERIFY EXACT 71k [ Construction CLEARANCE REQUIREMENTS AND SPECIFIC LOCATION WITH UTILITY .. 4r 1891 o� I HARDIE BD. BLANKS W/ 1X2 VERT. PROVIDER'S REPRESENTATIVE PRIOR TO THE START OF s 4COR 4 WATERPROOF �� " CONSTRUCTION. FIELDv-- M MBRANE OVER 7//16 OSB TALLEST RIDGE- - - - RI THINGOVER2X6 3. PAINT ALL EXPOSED VENTS ON ROOF TO MATCH ROOF COLOR. FRAME WALLS AT 16" O.C. W/ R-21 _Ila th [ BATT INSULATION I 4. PAINT ALL EXPOSED VENTS ON SIDING TO MATCH SIDING COLOR. I I 5. MAINTAIN 8" CLEARANCE BETWEEN NATURAL GRADE AND EXPOSED1L la WOOD I 301.1 301.2 3 01.3 301.4 - 301.5 301.6 301.7 Shed Roof 6 ALL DECK RAILINGS SHALL BE 42" TALL SHALL BE CONSTRUCTED TO PREVENT A14" SPHERE FROM NIMUM. ALL OPENINGS TOP PLATE 1111 - . . - . . - . - . . - PROJECTING THROUGH THE OPENING. T Deck I II II Construction yp' ii i 12"WIDE STANDING SEAM METAL ROOFING I 7. WHERE INDICATED, CORNER BOARDS SHALL BE 2x10. IN CASES O Assembly _ _ < BRICK OR OVER WATER PROOF ROOFING MEMBRANE WHERE WINDOWS OR DOORS ARE LESS THAN 14" FROM A CORNER, ,� U N E , DEX-TREX OR SIMILAR 201.1 201.2 201.3 201.4 201.5 201.E -i ,, STONE VENEER OVER 7/16" ROOF SHEATHING OVER TJI 560 I I INCREASE CORNER BOARD SIZE SO THE JAMB TRIM IS THE CORNER ,ram. N 'U a.., BY OWNER 24" O.C. WITH R-49 BATT INSULATION AND 1" - �i 7.�+ ' 1 N U DECKING MATERIAL OVER . _ CC ap 00 t AIR SPACE N W BOARD VERIFY ALL CORNERS. ` P.T. 2X10 FRAME ATTACHED r p . 01 01 N TO P.T. 2X10 LEDGER ' Q 8. REFER TO MPE SHEETS FOR EXTERIOR LIGHTING. ALL EXTERIOReo •. I ` -O U POST BEAM PER STRUCT \ / r o W _ LIGHTING SHALL HAVE A CONCEALED LIGHT SOURCE. " � O L rp �, LAYOUT 1 _ / • - - - - t I I .�w� -).• N O C _ a j 9. ALL EXTERIOR SIDING MATERIALS SHOWN SHALL COMPLY WITH CBC •N L. �' .� t - >- M CHAPTER 7A& CRC CHAPTER R327 FOR IGNITIION RESISTANCE. `° , � CABLE RAILING - - 2ND FL 1v• IA \ � �• aJ V) N "O FACE ,✓ If N 10. ALL EXTERIOR GLAZING SHALL BE INSULATED AND TEMPERED. x `•.'�� U) U) ON 6X1 MOUNT -2 BEAM ICKE S. r _ . . _ . . _ . . \ R� 5: • co O •- - �~� 11. ALL EXTERIOR DOORS SHALL BE SOLID CORE WOOD WITH STYLES '.r• , ;\ . U m ro N a) AND RAILS NOT LESS THAN 1-3/4 THICK AND INTERIOR FIELD PANELS tia 3, •., • E c0 B M +, II II II II M n NO LESS THAN 1-1/2"THICK. 1 /- 1 - 12. ALL WALL VENTS SHALL BE PROTECTED BY CORROSION RESISTANT, _ NON-COMBUSTIBLE WIRE MESH WITH 1/8" MAXIMUM OPENINGS. I 101.6 101.7 (SO LOCATE HEAT PUMP CONDENSER <101.1101.2 _ 13. CEDAR AND REDWOOD SIDING/TRIM SHALL ALL BE ATTACHED WITH ON 4 CONCRETE PAD 101.3 101.4 101.5 N \ c / W COLOR COATED STAINLESS STEEL RING SHANK NAILS MAX. 12" FROM EXTERIOR \/ 101.1 , 1 IT 1 i r - -1. .1. .i. Il_ f_ f. T 1 1,�f_ .IF IF. f f i 1 1 1 1 1 1_ IT. . 1. . 1‹ oR��n vrcCD w 14. INSTALL 4" WIDE, 30#ASPHALT SATURATED FELT STRIP BEHIND ALL i f, T f_ T1�.1 1 - 717Tf. f 1 1 1. • ,r. . 1 1 1 _ ,,L_ i STONE VENEER o I BUTT TRIM JOINTS FOR FULL LENGTH OF JOINT. CENTER STRIP ON 1 f. . f. .f 1. 1 f ?' `1' f. f. . 1. i 1 i �" ^`"'"'�" a JOINT. r -� T fi r. - T, ,f_ . 1- 1 . Cr-n• _ I- 1ST FLR. 15. ALL EXPOSED MECHANICAL AND PLUMBING VENTING LOCATIONS TO 1 1 . .T�_f. 1 1_ 1 ,f I 1 fr. i .f 1 1 1 ? - �� \ BE APPROVED BY ARCHITECTURE REVIEW PRIOR TO INSTALLATION 0 FINISH GRADE .�. �\ J AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING EXISTING GRADE I I - Q MATERIAL (ROOF/SIDING). LI fl 16. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR ■ r LINE OF FOUNDATION AND FOOTINGS BEYOND r w OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE L �L y I _ PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCHCZ SLOPE ALL PATIOS AT 2% OPENINGS WITH CEMENT MORTAR, COMCRETE MASONRY OR DOOR AND WINDOW TRIM AT EXTERIOR SIDING: Typ. Conc. Stemwall N SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. O STAINED 1X2 HEAD TRIM WITH GALV. METAL FLASHING AWAY FROM THE BUILDINGI2 O STAINED 1X2 JAMB TRIM EDGE FOR THE FIRST 5', THEN Construction 17. AN ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS MUST OCCUR o STAINED 1X2 SLOPED STOOL TRANSITION TO 1% FOR THE 8"X24" P.I.P. CONCRETE STEMWALL FOR MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF O STAINED 1X2 APRON REMAINING SURFACE W/16"X8" FTG. LIQUID APPLIED MATERIALS. a.) WATERPROOFING WITH 4" DIA. FRENCH DRAIN TIE INTO STORMDRAIN 1 NORTH ELEVATION 0 N- UI) QcN . co CD O) -C3 B A Q Construction I CZ 5 Shed Roof 12" WIDE STANDING SEAM METAL ROOFING ^Cf) OVER WATER PROOF ROOFING MEMBRANE I METAL TRIM CAP TOI OVER 7/16" ROOF SHEATHING OVER TJI 560 MATCH TRIM COLOR O 24" O.C. WITH R-49 BATT INSULATION AND 1" / r.‘>b AIR SPACE I l I '1 r1r ,I_ ' r 4� BRICK OR STONE VENEER' CD O N `r t- 1 OVER 2X WOOD FRAME • TALLEST RIDGE Typ. Exterior Wall I I 1 i_ 1 1 i tr • -r t SLOPE --------- N Q 1.1/20 I I 1 t_ T 71, ;f t r ;T -t4 Ali !i- -------- IVenting per Construction 1X14 PAINTED T-= __ _ manufacturers HARDIE BD. BLANKS W/ 1X2 VERT. t� !� _-----`- BATTS OVER WATERPROOF FACIA BOARD __---=_---` I instructions. Ell=1MM MEMBRANE OVER 7/16" OSB y--- EXTERIOR SHEATHING OVER 2X6 ---- 301.12 I Document Date : FRAME WALLS AT 16" O.C. W/ R-21 • IIIL.301.11TOP PLATEBATT INSULATION - - - . - . . �. - . . - . . - . - . . _ . . - . . - . . _ . . - . - . . _ .I. - . . - . . February, 2022 1, 201.16 i I 1 ti Document Phase : I 1--i M _1 Et Documents • i 1 Q N o 1X12 PAINTED I t i ter CC .- Q _ 6o date remark BELLY BAND Cl O w ALL FIRE PLACES SHOWN SHALL COMPLY W/ ' r p ; AND BOTH EXPLICITLY FORBID THE INSTALLATION OF ANY NON-EPA PHASE 2 q " 0 H c� CERTIFIED WOOD BURNING DEVICE OR - ' ' MASONRY FIREPLACES THAT DO NOT HAVE I -�. ` 2ND FLR N A UL APPROVED DECORATIVE GAS BURNING CABLE RAILING APPLIANCE THAT USES EITHER A DIRECT AKI VENT OR B VENT FLUE. THE MAXIMUM FACE MOUNT PICKETS EMISSION POTENTIAL FROM EACH ON 6X12 BEAM RESIDENCE SHALL NOT EXCEED 7.5 GRAMS PER HOUR 1X12 PAINTED BASE BAND H I I 1 Lt N W o Q 7 w co I Typ. Conc. Stemwall = SLOPE PATIO> _ I- k 1ST FLR. Construction FINISH GRADE -1,7.t IIIIIIIIIIIIftomonsA. J ELEVATIONS J 8"X24" P.I.P. CONCRETE STEMWALL EXISTING GRADE _ LOCATE HEAT PUMP CONDENSER L W/16"X8" FTG. LIQUID APPLIEDbo WATERPROOFING WITH 4" DIA. FRENCH I ON 4" CONCRETE PAD I `) w DRAIN TIE INTO STORMDRAIN L LINE OF FOUNDATION AND FOOTING&EYOND MAX. 12" FROM EXTERIOR I T I- U) DOOR AND WINDOW TRIM AT EXTERIOR SIDING: 9 O STAINED 1X2 HEAD TRIM WITH GALV. METAL FLASHING N o STAINED 1X2 JAMB TRIM o STAINED 1X2 SLOPED STOOL O STAINED 1X2 APRON 2 EAST ELEVATION A3 . 1 A3.1 1/4" = 1'-0" The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. 4 © Shed Roof Construction e 0 EXTERIOR ELEVATION GENERAL NOTES 12"WIDE STANDING SEAM METAL ROOFING 1. SLOPE GRADE A MINIMUM OF 2% AWAY FROM THE BUILDING FOR A FORconjco I I OVER WATER PROOF ROOFING MEMBRANE MINIMUM DISTANCE OF 5' 0" ,w4�G11 Y OVA.t Shed Roof OVER 7/16" ROOF SHEATHING OVER TJI 560 2. PROTECTIVE GAS METER COVER IS SHOWN AS REQUIRED BY GAS ` . ay -, Construction 24" O.C. WITH R-49 BATT INSULATION AND 1" UTILITY SUPPLIER, DESIGNED FOR THE 2 X THE SNOW LOAD liaill 12" WIDE STANDING SEAM METAL RO FING AIR SPACE I INDICATED ON THE STRUCTURAL CALCULATIONS. VERIFY EXACT 0 7 , 1891 ,�� OVER WATER PROOF ROOFING MEMPRANE I BRICK OR STONE VENEER I I CLEARANCE REQUIREMENTS AND SPECIFIC LOCATION WITH UTILITY '',/COR� `° OVER 7/16" ROOF SHEATHING OVER JI 560 OVER 2X WOOD FRAME r PROVIDER'S REPRESENTATIVE PRIOR TO THE START OF C>7, nsse� 24" O.C. WITH R-49 BATT INSULATION AND 1" \ 1I TALLEST RIDGE CONSTRUCTION. 0 q AIRSPACEI _ . _ . - _ . . _ . _ . . _ . . _ . _ . _ l Iy l' t I 3. PAINT ALL EXPOSED VENTS ON ROOF TO MATCH ROOF COLOR. 1 I1la th T- t 4. PAINT ALL EXPOSED VENTS ON SIDING TO MATCH SIDING COLOR. r. , 1 I 5. MAINTAIN 8" CLEARANCE BETWEEN NATURAL GRADE AND EXPOSED 1L la Typ. Exterior Wall 1X14 PAINTED • 1X14 PAINTED WOOD FACIA BOARD • Construction / FACIA BOARD 6. ALL DECK RAILINGS SHALL BE 42" TALL MINIMUM. ALL OPENINGS HARDIE BD. BLANKS W/ 1X2 VERT. I -I - - limmm* 1::!li TOP PLATE SHALL BE CONSTRUCTED TO PREVENT A 4" SPHERE FROM BATTS OVER WATERPROOF PROJECTING THROUGH THE OPENING. MEMBRANE OVER 7/16" OSB I II II 7. WHERE INDICATED, CORNER BOARDS SHALL BE 2x10. IN CASES OU I . EXTERIOR SHEATHING OVER 2X6 WHERE WINDOWS OR DOORS ARE LESS THAN 14" FROM A CORNER, 1-1 = x FRAME WALLS AT 16" O.C. W/ R-21 PAINTED HARDIE 201.14 201.15 2 INCREASE CORNER BOARD SIZE SO THE JAMB TRIM IS THE CORNER k::: i' T �4`^4 +� i N 03 a0., OU BATT INSULATION I - EE BD. BLANKS 201.10 201.11 201.12 201.13 N w BOARD -VERIFY ALL CORNERS. , . ,` y . 1 N 01-- Q 8. REFER TO MPE SHEETS FOR EXTERIOR LIGHTING. ALL EXTERIOR w �� - . @) U 3 0 \ I o w Po LIGHTING SHALL HAVE A CONCEALED LIGHT SOURCE. - ��' O L. 03 c N ate-+ w �' �I I 1X12 PAINTED a LO 9. ALL EXTERIOR SIDING MATERIALS SHOWN SHALL COMPLY WITH CBC . •',� 1- Q Vi 03 1-1 •1 1X14 PAINTED I I I / BELLY BANDt- cc) CHAPTER 7A& CRC CHAPTER R327 FOR IGNITIION RESISTANCE. \ ` .2 CO en L • N N` . ati L N FACIA BOARD 2ND FLR 1.iv 4.. ., , .N` ti O i \ N 10. ALL EXTERIOR GLAZING SHALL BE INSULATED AND TEMPERED. 5: ��, O .� .� T&G SOFFITS �� �. ,� � U_ M N O O �� t L. 11. ALL EXTERIOR DOORS SHALL BE SOLID CORE WOOD WITH STYLES ;_ . ,, ul CO M I oo AND RAILS NOT LESS THAN 1-3/4" THICK AND INTERIOR FIELD PANELS tia :� ". '. • n NO LESS THAN 1-1/2" THICK. .1-' 1 12. ALL WALL VENTS SHALL BE PROTECTED BY CORROSION RESISTANT, BRICK OR STONE VENEER 101.8 101.9> _ NON-COMBUSTIBLE WIRE MESH WITH 1/8" MAXIMUM OPENINGS. OVER 2X WOOD FRAME 101.12 101.13, 2 0 101.11 101.14 101.15 . . I. 1 ,t rt- ' 1 1 I I 1 1X12 PAINTED N w 13. CEDAR AND REDWOOD SIDING/TRIM SHALL ALL BE ATTACHED WITH I � ; - BASE BAND � p � COLOR COATED STAINLESS STEEL RING SHANK NAILS 1, 1 . 1. .1 , . 1 1. 1. i 1- '- 1. .1_ .1. e- 1 o Q 1. . 1. . 1. . 1. 1 r�'1 / T 1. 1. T 1 1_ T�. . 1. . 1. .1r_1 W 14. INSTALL 4 WIDE, 30#ASPHALT SATURATED FELT STRIP BEHIND ALL r� T ` I BUTT TRIM JOINTS FOR FULL LENGTH OF JOINT. CENTER STRIP ON i, Ili. t. .1. .1. .1_ . 1. . 1,�1_ . 1. . 1. 1. 1. T f t . 1,�?1. . 1. .1. _ 1 ii JOINT. t. 1. . 1. .1. .1. . 1. .1,�r. . i. . i 1. t Ti 1- 17�1. . 1. .1. • T_1 >- 1 . .1. 1 1 1 1 1 -1 .1 1. t. t 1-1. __L i. . 1. . 1 T- I I 11 ~ 1ST FLR. 15. ALL EXPOSED MECHANICAL AND PLUMBING VENTING LOCATIONS TO FINISH GRADE t r c t f f t Ty' t T F 1 \ \ BE APPROVED BY ARCHITECTURE REVIEW PRIOR TO INSTALLATION 0 EXISTING GRADEy i� `t Z� _ �\ J AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING I I � HEAT PUMP ap < MATERIAL (ROOF/SIDING). I L? r 2 16. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR ■ Mill L LINE OF FOUNDATION AND FOOTINGS BEYONDI LOCATION - T OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE DOOR AND WINDOW TRIM AT EXTERIOR SIDING: o Cl) PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH CIO O STAINED 1X2 HEAD TRIM WITH GALV. METAL FLASHING OPENINGS WITH CEMENT MORTAR, COMCRETE MASONRY OR o STAINED 1X2 JAMB TRIM N SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. o STAINED 1X2 SLOPED STOOL SLOPE ALL PATIOS AT 2% Typ. Conc. Stemwall Typ. Exterior Wall I: O STAINED 1X2 APRON AWAY FROM THE BUILDING / 17. AN ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS MUST OCCUR EDGE FOR THE FIRST 5', THEN Construction FOR MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF TRANSITION TO 1% FOR THE Construction HARDIE BD. BLANKS W/ 1X2 VERT. MATERIALS. (1) REMAINING SURFACE 8"X24" P.I.P. CONCRETE STEMWALL BATTS OVER WATERPROOF W/16"X8" FTG. LIQUID APPLIED MEMBRANE OVER 7/16" OSBUl) r:1 WATERPROOFING WITH 4" DIA. FRENCH EXTERIOR SHEATHING OVER 2X6 S O U T H ELEVATION DRAIN TIE INTO STORMDRAIN FRAME WALLS AT 16" O.C. W/ R-21 0 BATT INSULATION `3 ) 1/4" = 1'-0" N QcN . 00 Mill CI) C3) -C3 < co Shed Roof A B t1 Construction . I CZ (1) ' 12" WIDE STANDING SEAM METAL ROOFING METAL TRIM CAP TO ;I- co (I) OVER WATER PROOF ROOFING MEMBRANE MATCH TRIM COLOR N ÷-+ OVER 7/16" ROOF SHEATHING OVER TJI 560 0 24" O.C. WITH R-49 BATT INSULATION AND ts 1"AIR SPACE 1 � 1 • O U - + r--I BRICK OR STONE VENEER 7 .t 11 L1I i OVER 2X WOOD FRAME I Q N �� . t r 1 t TALLEST RIDGE M ~ SLOPE_ . . - . . - - .. - .. - . - . oo ��$ 1�1:1/2 t 1 1 1 - t71. .i_ .1=r 1 I N r 1 * trt t t i t ' 71--1rt T . Deck . I 1 1 t t . i. . i.L . Yp Assembly I C01 8 IIII �IKiall 1' Ell=1MM DEX-TREX OR SIMILAR I - 301.9 301. I_ 1 1-.1_ Document Date : DECKING MATERIAL OVER P.T. 2X10 FRAME ATTACHED _�I�I�I. . _ . . _ . . _ ' i j.1 17- 1- -1T ..1 _ . . _ . . _ . . _ . . _ . . _ . _ . . - . . _ . . _ . . _ . . - .. _ TOP PLATE February, 2022 TO P.T. 2X10 LEDGER . / / I. .1. . 1TT1. . 1_ .'"71_.. 1 POST/BEAM PER STRUCT 1 . . 1 1 1 1 . 1 71 LAYOUT 1 I 1 . . 1. . 1 .1 . 1 . rL 1 Document Phase : 201.2 201.7 201.8 T r' 2 1 1 . i 1 1. . 1 . 1. . t 1 Construction Documents CABLE RAILING f I ,' V I t. . 1. . 1, 1. . 1 . . 1. . rt. t 201.9 N W FACE MOUNT PICKETS i. 1 i i _►r I I 1 . . 1. . IT_. 1 .- Q ON 6X12 BEAM T I t 1 r 1•-, SLOPE . , 1-•- . p uJ I1:1/20 oo date remark T �1 t 1 1r 1 1- - = Co 71. mi 1 11 11T_._1 › M ALL FIRE PLACES SHOWN SHALL COMPLY W/ _ �e i_ _ . . _ . . _ . . _ . . _ . . _ . . _ _ . _ . . _ . . _ . _ . - \ 2ND FLR\ N AND BOTH EXPLICITLY FORBID THE INSTALLATION OF ANY NON-EPA PHASE 2 \ CERTIFIED WOOD BURNING DEVICE OR 1-1-1-1-1-1-1-1-1- i i o0 MASONRY FIREPLACES THAT DO NOT HAVE �j A UL APPROVED DECORATIVE GAS BURNING APPLIANCE THAT USES EITHER A DIRECT Ili '1 VENT OR B VENT FLUE. THE MAXIMUM EMISSION POTENTIAL FROM EACH _ RESIDENCE SHALL NOT EXCEED 7.5 GRAMS - ' - _ Lt PER HOUR 101.2 101.3 , 101.4 101.10 1-1 cZV BRICK OR 1 .1- (/' 1- p STONE VENEER > 1_ . 1. . IT ' , 1 1. i ° 1-1 - w BY OWNER 1. 1. .rr. ' +1 i-i 1. t I 1. . 1. . I T_' �1 -1-t 1---t 0: 1. i 1 T_ ' i 1`' t-t - 1 1 1 - .. _ �I. - .. - .. - .. - . . _ . . _ . . _ . . _ t 1ST FLR.\ t Ir- � J ELEVATIONS Ir LINE OF FOUNDATION AND FOOTINGS BEYOND� '- \ J I-Typ. Cont. Stemwall (--.\ DOOR AND WINDOW TRIM AT EXTERIOR SIDING: Construction q `n O STAINED 1X2 HEAD TRIM WITH GALV. METAL FLASHING 8"X24" P.I.P. CONCRETE STEMWALL N O STAINED 1X2 JAMB TRIM W/16"X8" FTG. LIQUID APPLIED O STAINED 1X2 SLOPED STOOL WATERPROOFING WITH 4" DIA. FRENCH O STAINED 1X2 APRON DRAIN TIE INTO STORMDRAIN 2 WEST ELEVATION A3 . 2 A3.2 1/4" = 1'-0" The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. ��QFORcon�con 0 7 . 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"�r1�� `���� �� __: -� _,��i._ �_�. ....:_ ,�- `-"I- .1� :.-- ;—.-- --r_'yam ` _ pl.-. .� ~. . :' ' "Iii%.-----__,.......____ iftni-ri ---___ _. ---.000 Wiwi"- . . a jii- -,___ ' .....A;x_;,, "--- - - � --] . '� •� 'tea � e „.,......,_ Li. ,.,jr„, ... PERSPECTIVES A3 . 3 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. Oo1 CODE cow q m Allialic,) ch 7 .1' 4Cag'S �`o eCh q T0 FIELD��5 lakh la al ii E Immil T� U N O w '1 _ \' , ; . C 12 • @� V N O L. ID C I� -I-) .' .%.w\ . a) 3 0 Ol C ') s.M % H I- 03 •( t ,omm. h, t U (a a.) o CU immaniinim en, um ‘ 11 7,70:::„.S__._.....=k.i , . 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Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. .0FowCODEco G1 � {sr,m 1111611 0 7 1891 7,� ,r4t, � � 0FIELD i�se� la kh 0 111/41 la Ila „. -f- '«. N (p ate, U ....,.,,,,,,, 1-- E cl° 4 rn a�a) p f0 C r\ 4_, -, ram .Ww� \ . (6 a O 01 �� - t 1:2_ _c 71- o (7 • (.7) • ..2, U M rp N O N — 'I i,.''i.' • ', C (� ate-, M ate-, — - : _ �,`' _. III = — _ -� � �` O 7 , Ii II 1iIJililI1 _ _ . I I I ----- I I I CZ I2 i [ ki- 14'1 r!--. _ -.i_- . Lth 1 . ...__ .. . i,..... . ~ .. - CD L ..,., ,__„ : L U) __ —_ _------='-`---..y-0-.ritit______________L ___________Ti 1 , 1 ! 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Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. Window Schedule I _ Door Schedule Window No. (Room (Size (Brand Sill Height !Quantity Type !Tempered I !Thermal Break ILow E (Style !Operation 'Egress !Screen Note Dr No. Room Size Type Rating Door Mat. Frame Mat. Other Note Qi OgCODE �oF ° BED#1 36x46 Milgard 36" 1 fiberglass no yes yes Ultra Casement yes yes right hand open ._\ T Y e 101.1 MEDIA 72X80 french n/a fiber/mtl wood 1 lite glass ,A. G1 04, �� BED#1 36x46 Milgard 36" 1 fiberglass no yes yes Ultra Casement yes yes left hand open 101.2 GARAGE 108x96 4 panel garage n/a fiber/mtl wood provide track �, MEDIA 36x64 Milgard 18" 1 fiberglass no yes yes Style Line Picture no no fixed 101.3 GARAGE 108x96 4 panel garage n/a fiber/mtl wood provide track 0 7 MEDIA 36x64 Milgard 18" 1 fiberglass yes yes yes Style Line Picture no no fixed 7 s9i � MEDIA 36x64 Milgard 18" 1 fiberglass yes yes yes Style Line Picture no no fixed 101.4 ENTRY 36X80 french n/a fiber/mtl wood 1 lite glass •g. �CORt �`° GAR. 36x48 Milgard 48" 1 fiberglass no yes yes Ultra Casement no no right hand open 101.5 GARAGE 36x80 solid core 20 min. fiber/mtl mtl. clad wood 20 min. rated solid core 0 q �''TOF,�Lnn�se ' GAR. 36x48 Milgard 48" 1 fiberglass no yes yes Ultra Casement no no left hand open 101.6 CLOSET 36x80 panel n/a composite wood hollow core int 101.8 GAR. 33x48 Milgard 48" 1 fiberglass no yes yes Ultra Casement no no right hand open 101.7 STOR. •x80 panel n/a composite wood hollow core inter 101.9 GAR. 33x48 Milgard 48" 1 fiberglass no yes yes Ultra Casement no no left hand open 101.8 LAU. 36x80 panel n/a com•osite wood hollow core int 101.10 ENTRY 32x60 Milgard 22 1/2" 1 fiberglass yes yes yes Style Line Picture no no fixed 101.9 BED a2 36x80 panel n/a • •• - ••• hollow core intla Isiah 101.10 : I #2 •Ix:I double french n/a composi e woo• hollow core int 101.11 ENTRY 32x60 Milgard 22 1/2" 1 fiberglass no yes yes Ultra Casement no yes right hand open p 101.12 LAU. 24x40 Milgard 42" 1 'fiberglass no yes yes Ultra Casement no yes right hand open 101.11 BATHRM 6x80 panel n/a composite wood hollow core int 101.13 LAU. 24x40 Milgard 42" 1 fiberglass no yes yes Ultra Casement no yes left hand open 101.12 BATHRM 36x80 panel n/a composite wood hollow core int 101.14 BED#2 36x46 Milgard 36" 1 fiberglass no yes yes Ultra Casement yes yes right hand open 101.13 BED#1 36x80 •anel n/a com•osite woo• hollow core int 101.15 BED#2 36x46 Milgard 36" 1 fiberglass no yes yes Ultra Casement yes yes left hand o•en 101.14 BED#1 60x80 double - •• - woo• hollow core int via 201.1 M. BED 36X78 IMilgard 24" 1 fiberglass no yes yes Ultra Casement yes yes right hand open 201.1 LIV.RM. 72x96 french n/a fiber/mtl wood 1 lite glassir° till E 201.2 M. BED 48x78 Milgard 24" 1 fiberglass no 201.2 M. BED. 36x96 frenci n/a fiber/mtl wood 1 lite glass g g yes yes Style Line Picture no no fixedO 201.3 M.BED 36x78 Milgard 24" 1 fiberglass no - yes yes Ultra Casement yes yes left hand open 201.3 LAU. 30x80 pane n/a compose a woo hollow core int u X 201.4 LIV.RM. 36x78 Milgard 24" 1 fiberglass no yes yes Style Line Picture no no fixed 201.4 PWDR. 30x80 (panel n/a composite wood hollow core int ,--1 - O O 201.5 M.BED 36x80panel n/a composite wood hollow core int �. "'� "'#" cV ru 4-) c.� 201.5 LIIV.RM 36x78 Milgard 24" 1 fiberglass yes yes yes Style Line Picture no no fixed p ' cV 201.E KIT. 36x78 Milgard 24" 1 fiberglass yes yes yes Style Line Picture no no fixed 201.E M.BATH 36x80 barn door n/a wood wood solid wood with track `; - E 201.7 KIT. 24x54 Milgard 42" 1 fiberglass noyesyes Ultra Casement noyes right hand open 201.7 W.C. 30x80 panel n/a compose a woo hollow core int h 9 9 9 P � c� I 201.8 KIT. 48x54 Milgard 42" 1 fiberglass no yes yes Style Line Picture no no fixed 201.8 M.CLO. 30x80 panel 'n/a composite wooda� t. `>> � _ O• 201.9 LAND. 36x50 Milgard 30" 1 fiberglass no yes yes Style Line Fixed no yes fixed �I \ N O201.10 LAND. 36x50 Milgard 30" 1 fiberglass no yes yes Style Line _ Fixed no no fixed k .� �- 03 1-1 . 201.11 LAND. 36x50 Milgard 30" 1 fiberglass no yes yes Style Line Fixed no no fixed +-' tip N O N 201.12 LAND. 36x50 Milgard 30" 1 fiberglass no _ yes yes Style Line Fixed no no fixed - „• . ' lr ., - cV "a General notes: �" ,�. v) N cn 201.13 PWDR. 24x50 Milgard 30" 1 fiberglass no yes yes Ultra Casement no yes right hand open IN .t CO 0 U . 201.14 WALKIN 36x22 Milgard 60" 1 fiberglass no 1. Door sizes are listed width x height x thickness in inches. N`` 1 ' t \ ._ _ c� cn - in g g yes yes Ultra Hopper no yes .. U M va N O N 2. Door sizes are unit sizes and NOT rough openings. Contractor shall determine exact RO required for door and frame. 201.15 WALKIN 30x30 Milgard 60" 1 fiberglass no yes yes Ultra Hopper no yes - - In C - O ril M.BATH 36x48 Milgard 48" 1 fiberglass noyes es Ultra Casement 3. Where exterior doors are bound tight to floor and frame above, adjust vertical dimension accordingly to accommodate for gyp crete and floor finish thickness. ;„1.,. '.. .,a E rcs M g g y yes yes right hand open 301.1 M.BED 36x29 Milgard 108" 1 fiberglass no yes yes Ultra Casement no yes right hand open 301.2 M.BED 48x29 Milgard 108" 1 fiberglass no yes yes Style Line Picture no no ,fixed 301.3 M.BED 36x29 Milgard 108" 1 fiberglass no yes yes Ultra Casement no yes left hand open 301.4 LIV.RM. 36x23 Milgard 108" 1 fiberglass no yes yes Style Line Picture no no fixed 1 301.5 LIV.RM. 36x23 Milgard 108" 1 fiberglass no yes yes Style Line Picture no no fixed 301.6 DIN.RM 71x23 Milgard 108" 1 fiberglass no yes yes Style Line Picture no no fixed 301.7 DIN.RM. 36x23 Milgard 108" 1 fiberglass no yes yes Style Line Picture no no fixed 301.8 M.BED 24x36 Milgard 108" 1 fiberglass no yes yes Trapiziod Picture 1no no fixed SELF ADHERED BITUMINOUS 301.9 KIT. 24x19 Milaard 108" 1 fiberalass no yes yes Trapiziod Picture no no ,fixed FLASHING 301.10 KIT. 48x12 Milgard 108" 1 fiberalass no yes yes Trapiziod Picture no no fixed •1 301.11 M.BED 46x20 Milgard 108" 1 fiberglass no yes yes Trapiziod Picture no no fixed 1' , i MTL. "Z" FLASHING W/ FINISH 301.12 M.BED 70x27 Milgard 108" 1 fiberglass no yes yes Trapiziod Picture no no fixed 0 > - - - - - P14, . - General notes: '\ ' Ct 1. Window sizes are listed width x height. Where three numbers are shown, a sloped top window is indicated. \ SELF ADHERED AIR 2. Window sizes are approximate unit sizes and NOT rough openings. Manufacturer shall dictate required rough opening requirements after field measurement is verified. \,, I2, '# INFILTRATION BARRIER 3. Where windows are bound tight to floor and frame above, adjust vertical dimension accordingly to accommodate for gyp crete and floor finish thickness. \ , 4. Where specific sill heights are listed for egress, or adjacent to stairs, adjust sill or mull height to be in compliance of 44" max for egress (to operable control) and 42" min. adjacent to stairs. u I I 3X4 TRIM U) (11) * 1 CLOSED CELL FOAM SEALANT 1 DOOR AND WINDOW SCHEDULE / O CN A2.7 I N /11I \N\ iiiiiiiiiiii, CUSTOM WOOD DOOR FRAME . CO y W/CONTINUOUS WEATHER 0 V - - _ .:� SEAL \ 73 CUSTOM EXTERIOR WOOD y . DOOR Ct11(1) -----... _ ..,- CZ NI° (n >p1I ('i 0 " -0 O O U 2 Exterior Door Head Q N 2A 2.6 NTS CO --) N Q DOOR AND WINDOW TRIM DETAILS AND ALTERNATES _„: \ Ell=1MM�_ ~N ``- PLYWOOD SHEATHING, S.S.D. Document Date : February, 2022 ---------------""----7. , iii SELF ADHERED AIR Oil 00 $ WOOD SHIM Document Phase : / 0 7 INFILTRATION BARRIER METAL CLAD WINDOW \ Construction Documents / SELF ADHERED AIR / WOOD SHIM ' INFILTRATION BARRIER j rev. date remark 100i / \\,, / v "i SILICONE SEALANT SELF ADHERED AIR mow _ "- 1 INFILTRATION BARRIER - �� r � SELF ADHERED BITUMINOUS rA JAMB FLASHING INSTALL 0/ i 1 MTL. "Z" FLASHING W/ FINISH "� ,/ , SILICONE SEALANT SILL FLASHING ' .i 416 �ti _ is SELF ADHERED BITUMINOUS 111 _-, 'j` x . \ - HEAD FLASHING SELF ADHERED BITUMINOUS ++ ` F SILL FLASHING INSTALL FIRST I 1 f il \:\<.N..„ i GALV. MTL WINDOW PAN \ . .. , _ FLASHING, RETURNED UP /� / JAMB SIDES 2" --\( - SILICONE SEALANT 'fr METAL CLAD DOOR/WINDOW t 1 'I METAL CLAD WOOD WINDOW Door & . , PLYWOOD SHEATHING, S.S.D. "4,1° ± ` SELF ADHERED AIR " Window WINDOW ROUGH FRAME • INFILTRATION BARRIER i fSc h e d u I e s I 4 Window/Door Head Trim :;.;:;II;;i: Window Sill 1 Window Jamb2.6 NTS NTS 2.6 NTS A2 . 8 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton.