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Permit File BLD-2021-0652 4118 Brant Circle (6)
u TUTW RESIDENCE 4118 BRANT CIRCLE ANACORTES, WASHINGTON PARCEL I D# P79603 LOT 18 STITTWOOD D IV. NO, 1 PROJECT DESCRIPTION: NEW CONSTRUCTION ONE -AND -A -HALF STORY SINGLE-FAMILY RESIDENCE W/ ATTACHED TWO -CAR GARAGE ZONING DESIGNATION: R2 BUILDING CODES CONSTRUCTION WILL COMPLY WITH: BUILDING ; STRUCTURAL 2015 IRC MECHANICAL 2018 IRC PLUMBING 2018 UPC ENERGY ; VENTILATION 2015 W5EC DRAWING INDEX Al COVER PAGE A2 SITE � LANDSCAPE PLAN A3 FOUNDATION � MAIN FLOOR FRAMING PLAN A4 MAIN FLOOR PLAN A5 UPPER FLOOR PLAN A6 UPPER FLOOR FRAMING PLAN Al ROOF FRAMING PLAN � DETAILS A8 BUILDING SECTIONS A5 BUILDING SECTIONS Ale ELEVATIONS NORTH ; EAST All ELEVATIONS SOUTH f WEST Al2 DETAILS 51 STRUCTURAL DRAWINGS DETAILS N :k•::i; lig7i'li 52 STRUCTURAL DRAWINGS DETAILS 53 STANDARD STRUCTURAL SPECIFICATIONS A r k--:lw--. — — Anacortee Fodafgo Bay Aquafrc Reserve ��oR CODEC,0 � �A � evis><o "0 FIELD I'� ENERGY CREDITS LIVING SPACE IN THIS BUILDING IS THAT OF A MEDIUM DWELLING UNIT (BETWEEN 1500 - 5000 S.F.) WHICH WILL REQUIRE 6.0 CREDITS OPTION DESCRIPTION CREDITS 1.3 R-38 FLOORS $ U-0.28 WINDOWS $ DOOR 0.5 AVERAGE 2.2 2.0 ACH50, ENERGY STAR 0.3 CFM/SF Le 3.5A HSPF 11.0 CENTRALLY DUCTED HEAT PUMP 1.5 4.1 DUCTS IN ATTIC TO BE BURIED IN INSULATION 0.5 5.4 ELECTRIC HEAT PUMP WATER HEATER 1.5 HEAT HP FUEL EQUALIZATION HEAT PUMP CREDIT Le TOTAL ENERGY CREDITS 6.0 CITY OF ANACORTES PLANNING AND BUILDING DEPT: APPROVED PLANS REVIEWED FOR CODE COMPLIANCE PERMIT#: BLD-2021-0652 ADDRESS: 4118 BRANT CIR , APPROVED BY: SUBJECT TO FIELD INSPECTION. APPROVED PLyfS SHALL NOT BE ALTERED WITHOUT AUTHORIZAtfON. PROPERTY INFO. SITE ADDRESS: 4118 GRANT CIRCLE ANACORTES, WA S8221 PARCEL P19603 ASSESSORS TAX* 4343-000-018-0008 QTR: SE, SEC: 30, TWN: 35, RNG: 02 PARCEL SIZE: 11,161.2 S.F. PROPERTY OWNERS: MICHAEL ; MARY TUTTY 2442 NW MARKET ST NO 458 SEATTLE, WA 58101 PROJECT INFO. MAIN FLOOR CONDITIONED 1354 S.F. UPPER FLOOR CONDITIONED 606 S.F. TOTAL CONDITIONED 1560 S.F. GARAGE 645 S.F. DECK 440 S.F. BACK PATIO 264 S.F. SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS OF ALL FINISHED SPACE. STAIRWELLS ARE COUNTED ONCE. IN THIS INSTANCE THE STAIRS WERE COUNTED ON THE MAIN FLOOR, NOT ON THE TOP. OPEN TO BELOW SPACES ARE NOT INCLUDED IN CALCULATIONS. GARAGE AREA IS CALCULATED SEPARATELY. LOT COVERAGE BUILDING AT FOUNDATION 2000 S.F. DECK 440 S.F. TOTAL LOT COVERAGE 2440 S.F. PERCENTAGE OF 11,161.2 S.F. LOT 20.8% IMPERVIOUS SURFACE UNDER ROOF (INCL EAVES) 2312 S.F. PAVED DRIVEWAY/WALKWAY (NOT UNDER EAVES) e33 S.F. BACK PATIO (NOT UNDER EAVES) 220 S.F. HARD SURFACE STEPS 60 S.F. TOTAL IMPERVIOUS SURFACE 3525 S.F. PERCENTAGE OF 11,161.2 S.F. LOT 30.0 % FIRE AREA MAIN FLOOR FIRE AREA 2000 S.F. UPPER FLOOR FIRE AREA 606 S.F. TOTAL FIRE AREA 2606 S.F. GENERAL NOTES • HOUSE SHALL BE HEATED BY DUCTED HEAT PUMP AS NOTED IN ENERGY CREDITS. • WATER SHALL BE HEATED BY ELECTRIC HEAT PUMP WATER HEATER AS NOTED IN ENERGY CREDITS. Ojd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM VICINITY MAP U EROSION CONTROL NOTES • CONTRACTOR TO INSTALL SILT FENCING ON DOWN SLOPE SIDE OF ENTIRE EXTENTS OF EACH SITE UNDER CONSTRUCTION. SILT FENCING TO REMAIN UNTIL ALL CONSTRUCTION IS COMPLETED AND LANDSCAPE IS IN PLACE. • IN ADDITION TO SILT FENCING COVER ALL STOCKPILED SOIL WITH VISQUEEN. DRAINAGE NOTES • RUN ROOF I SITE DRAINS IN 4" PVC TIGsHTLINE � SEND TO ON -SITE INFILTRATION SYSTEM AS NOTED IN DRAINAGE PLAN. • KEEP DRIVEWAYS/PAVED AREAS SLOPING AWAY FROM HOUSE. LANDSCAPE NOTES • APPROXIMATELY 1200 S.F. OF THE 11,161.2 S.F. LOT WILL BE LANDSCAPED WITH EITHER GRASS OR PLANTED AREAS OR LEFT NATURAL (THIS IS APPROXIMATELY 61% OF THE LOT). THERE WILL BE A MINIMUM OF (12) TREES (OR TREE CREDITS) INCLUDING BOTH NEUJ AND EXISTING TREES, WITH NO MORE THAN 30% BEING OF THE SAME SPECIES. EVERGREEN TREES SHALL BE MIN. 8' TALL, WHILE DECIDUOUS TREES SHALL HAVE MIN. 1 1/2" CALIPER AT CHEST HEIGHT. • ANY EXISTING TREES TO BE RETAINED ON PROPERTY OR IN RIGHT OF WAY MUST BE FENCED AT DRIP LINE + 6'. FENCING TO REMAIN IN PLACE FOR DURATION OF CONSTRUCTION. LANDSCAPE CALCULATIONS SITE AREA 11,161.2 S.F. % OF SITE AREA TO BE 20% MIN. R2 ZONE LANDSCAPED (PER AMC 2352 S.F. REQUIRED TABLES 15.42.020-.030) 1200 S.F. PROPOSED COMPLIANCE WITH AMC TREE UNITS REQUIRED: 12 CH. 16.50 TREE TREE UNITS RETAINED: 0 PRESERVATION TREE UNITS PROVIDED: 12 • (3) NEW EVERGREEN TREE (MIN. 8' IN HEIGHT) • (9) NEW DECIDUOUS TREES (MIN. 2" CALIPER Ca (o" ABOVE GROUND) NUMBER OF REQUIRED N/A STREET TREES BMP'S OBMP 005: CONSTRUCTION ENTRANCE. PROVIDE 12' WIDE X 20" LONG (MIN.) CONSTRUCTION ACCESS W1 CRUSHED ROCK BASE @ GONG. DRIVEWAY LOCATION. OBMP C111: CONSTRUCTION ROAD/PARKING AREA USE FUTURE DRIVEWAY/PARKING AREA. BMP CI23: TEMPORARY SOIL STOCKPILE 3 LOCATION. COVER STOCKPILE W1 STRAW OR VISQUEEN � INSTALL SILT FENCE AROUND DOWN SLOPE SIDE(S). BMP C154: DESIGNATED CONCRETE WASH -OUT 4 AREA BMP C233: SILT FENCE. INSTALL SILT FENCE ON 5 DOWNSLOPE SIDES OF CONSTRUCTION SITE. SITE & LANDSCAPE LEGEND �B EVERGREEN TREE DECIDUOUS TREE Q SHRUB/BUSH LAWN PAVED SURFACE GRAVEL SURFACE PROPERTY LINE BUILDING SETBACK LINE OF BLDG. FOOTPRINT — — — — — — LINE OF ROOF UTILITY LINE SILT OR HIGH VISIBILITY FENCE Health and Quality of Trees Proposed for Planting. Trees proposed for planting must meet the following minimum standards in order to be credited towards satisfying the tree density requirements of this chapter: 1. Each tree shall be healthy stock and carefully planted in a three-foot or larger hole in good, appropriately fertilized topsoil; 2. Each required deciduous tree shall have a minimum of two-inch caliper within six inches of ground at time of planting; 3. Each required evergreen tree shall have a minimum height of eight feet at time of planting; 4. Trees planted shall include a mix of coniferous and deciduous trees. At a minimum, thirty percent of the trees planted shall be coniferous; 5. I o avoid potentially unnealtny monocultures, the total number of any individual species of replacement tree planted shall not exceed thirty percent of the same species or thirty-five percent of the same genus of the total number of all replacement trees planted. 6. Where possible, required trees should predominantly be selected from the native tree species. The city planning department will / maintain a list of native tree species. (Ord. 2756 Att. F, 2006) P79602 i LAWN i FLAT] AREA ] \ LITTLE SLOPE \ o\ o � \ P � \ Q- \ FLAT/AREA`] \ YITTL SILOPE� 11 l ] CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN fo" CONSTRUCTION ENTRANCE CROSS SECTION i TERRACED LANDSCAPE AREAS P33050 (STITTWOOD PROPERTY HOMEOWNERS ASSOCIATION) SITE & LANDSCAPE PLAN SCALE: 1/8" = 1'-0" MAXIMUM 20' DRIVEWAY W1 6' FLARE AT EACH SIDE. TOTAL WIDTH AT STREET NOT TO EXCEED 32' GRADE DRIVEWAY TO KEEP WATERFLOW FROM GOING ONTO ROAD Ojd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM EDGE OF PAVEMENT BLOCK RETAINING WALL& NOT TO EXCEED 4' IN HEIGHT TYP. NEAREST FIRE HYDRANT: APPROX. 250' TO SOUTHEAST r FOUNDATION NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS ACCOMPANIED WITH PLANS TO SUPERCEDE ALL INFORMATION ON ARCHITECTURAL DRAWINGS. FOR ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DRAWINGS REFER TO ENGINEERING. • FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN IS" DEPTH BELOW GRADE. ` • COVER CRAWL SPACE GRADE WITH HIGH DENSITY POLYETHYLENE HIGH QUALITY VAPOR RETARDER. LAP EDGES 12' MIN. AND EXTEND 12" MIN. UP FOUNDATION WALL. • FILL UNDER SLABS ON GRADE TO BE MIN. 4" DEPTH GRANULAR MATERIAL COMPACTED TO 95%. • CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' MAX. INTERVALS EACH WAY. • CONCRETE SIDEWALKS TO HAVE 3/4" TOOLED JOINTS AT 5" O.G. EACH WAY. • WIRE MESH TO BE USED IN CONCRETE SLABS, POSITIONED IN MIDDLE THIRD OF SLAB. • USE HIGH DENSITY POLYETHYLENE HIGH QUALITY VAPOR RETARDER UNDER CONCRETE SLABS IN GARAGE AND BASEMENT. • A WATERPROOF MEMBRANE IS TO BE USED ON FOUNDATION WALLS BELOW GRADE. • DRAIN TILE WITH DRAIN HOLES TO BE INSTALLED NEXT TO PERIMETER FOOTINGS. • A LAYER OF ROUND, WASHED, DRAINAGE -GRADE GRAVEL IS TO BE USED OVER DRAIN TILE, NEXT TO FOOTINGS. 30-1-5. FELT PAPER IS TO BE USED OVER THE GRAVEL. • ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. • BEAM POCKETS IN CONCRETE TO HAVE 1/2" AIRSPACE AT SIDES ; ENDS WITH MIN. BEARING OF 3". • FOLLOW ALL JOIST FRAMING DETAILS PER MANUFACTURER. • PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. • ALL CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED B GALVANIZED OR EQUIVALENT PROTECTION. AS • ACCESS SHALL BE PROVIDED TO ALL UNDER -FLOOR SPACES. ACCESS OPENING THROUGH PERIMETER WALL SHALL BE NOT LESS THAN I8" X 24". IF ANY PORTION OF THROUGH -WALL ACCESS IS BELOW GRADE AN AREAWAY NOT LESS THAN 15" X 24" SHALL BE PROVIDED (IRC R408.4). • CONTRACTOR TO COORDINATE FOUNDATION ; SLAB BLOCK -OUTS W/ MECH. ; ELECT. FOR SIZE LOCATIONS. • ALL CONCENTRATED LOADS FROM ROOF TRUSSES MUST BE TRANSFERRED TO THE FOUNDATION WITH A BUILT-UP POST AND FOOTINGS AS REQUIRED. VERIFY LOCATIONS WITH TRUSS ENGINEER AND/OR STRUCTURAL ENGINEER. A C RAW L SPACE_ AS VENTILATION PROVIDE VENTILATION IN CRAWL SPACE WITH FOUNDATION VENTS. PROVIDE 1 S.F. VENTING PER 150 S.F. OF AREA. CRAWL SPACE = 1354 S.F. 1354/150 = 9.03 S.F. OF VENT AREA REQUIRED c3.03/0.56 NET FREE AREA VENT = (11) VENTS REQUIRED MIN. (Ifo" X 8" DIM.) VENTS TO BE COVERED WITH 1/4" CORROSION RESISTANT WIRE MESH. LOCATE ONE VENT WITHIN 3 FT. OF EACH CORNER OF BUILDING. NOTE: FLOOR JOISTS SHOWN IN DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. FOR FLOOR JOIST LAYOUT REFER TO JOIST DESIGN ; SPECIFICATIONS FROM FLOOR JOIST SUPPLIER. m FOUNDATION & FLOOR FRAMING LEGEND g FOUNDATION STEM WALL FOUNDATION FOOTING FLOOR JOIST BEAM/GIRDER OUTLINE OF WALLS OF SUPPORTED FLOOR ® POST n JOIST HANGER 65"-0 30'-0" 5'-8 3/4" — — — — — — — — — — — — — — — F — — — — — — — — — — — — — — — — — — — — — — — 01 Q 15'-6 1 /2" 01 Q 13'-8 3/4' F------ — — — — — — — — — -- --------� I ° I 2 I A1z C4 2 Al2 o f 2 X 8 JOISTS 0 FLUSH SHOWER LOCATION ° 16" X 8" X S" VENT TYP. (11) PL I I I°I GARAGE SLAB 4"CONCRETE SLA5W/6X6X10/10 r ----- ---------- ----- ----------------------------- ----- WWM, OVER 6 MIL POLY VAPOR e ° N BARRIER, OVER 4" COMPACTED — — — — — — - — — — — — — GRANULAR FILL — ---_---_-----��--_ --- _ -- _ ---_ ---� — — � — — I I '" ,`" 4 1 Al2 — — I°I 6 Al2 — — - -- Al2 AI2 I I I C — — — — — — — — — — m A7L7. — — — — — — — — — — — — — — — — — —— I CRAWL SPACE �' `P I ml I _ COVER W/ 6 MIL. POLY �= AI2 VAPOR BARRIER r_ r I CRAWL SPACE ACCESS _ ON EXTERIOR OR INSIDE ACCESS Or, o I I I I I I I I" AIR SPACE TYP. Al2 I I L J — — — — L--------- --J L— — g —4— '77� — — — — 'm Q III e L----------------- — J o III — — — — — — — — — — — I I I zII I 2 12 P DE I I I I Jcrys7..5 �I 16"" to I I I I I I I I I I I I I I I I �II �s 0 m I m II I I I I I II I I I�77't -4 1 /2 9'-3 rl 22'-0" 9'-3 0-41/2I' 3'-0" I' 13,-(0" FOUNDATION & MAIN FLOOR FRAMING PLAN Jo F-") SCALE: 1/4" = 1'-0" I I I TYP. SPACING I 6'-3 1 /2" I I 16'-0" I I 13"-6" " '" 43-0 mlIn Q -0' TYP. (8) PL. SEE ENGINEERING PAGES FOR HOLD DOWN LOCATIONS ; SPECIFICATIONS Ojd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM r FLOOR PLAN NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. • CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY OTHER ROUGH OPENING SIZES WITH OWNER/ CONTRACTOR PRIOR TO WALL CONSTRUCTION. • ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED MATERIAL USE CORROSION RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE TREATED LUMBER. • ALL EXTERIOR WALLS (EXCEPT GARAGE) TO BE FRAMED WITH 2 X 6 STUDS AT Ifo" O.G. AND SHEATHED WITH 1/16" OSB PLYWOOD OR BETTER WITH 15# BUILDING PAPER. • EXTERIOR GARAGE WALLS TO BE FRAMED WITH 2 X 4 STUDS AT 16" O.G. AND SHEATHED WITH 1/16" OSB PLYWOOD OR BETTER WITH 15# BUILDING PAPER. • ALL INTERIOR WALLS TO BE FRAMED WITH 2 X 4 STUDS AT 16" O.G. AND SHEATHED WITH 1/2" GYPSUM WALLBOARD UNLESS NOTED OTHERWISE. • ALL GLASS TO HAVE LOW E GLAZING. GLAZING IN HAZARDOUS LOCATIONS TO BE TEMPERED PER IRC SECTION R308. SEE R308.4 FOR DEFINITION OF HAZARDOUS AREAS. • PROVIDE SMOKE DETECTORS ON OR NEAR THE CEILING OF EACH FLOOR, IN ALL BEDROOMS, AND JUST OUTSIDE EACH BEDROOM. SMOKE DETECTORS TO BE WIRED TO THE ELECTRICAL SYSTEM WITH BATTERY BACKUP (IRC R311.1 ; R311.2). • BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETING THE FOLLOWING CONDITIONS: WINDOW SILLS TO BE WITHIN 44" OF FINISHED FLOOR WITH A NET CLEAR OPENING OF 5.1 SQ. FT. MIN. THE OPENING TO HAVE MIN. CLEAR OPENING HEIGHT OF 24" AND WIDTH OF E m 20" (IRC SECTION R310). iA • ALL SHOWER AREAS TO BE FINISHED WITH A SMOOTH, N HARD ; NON -ABSORBENT MATERIAL TO MIN. l2" ABOVE DRAIN INLET. THIS MATERIAL TO BE INSTALLED OVER WATER RESISTANT PLASTER BOARD. • LIMIT WATER FLOW IN SHOWERS TO (3) GPM. • TOILETS TO BE LOCATED IN AREA WITH MIN. 30" WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE CLEARANCE OF MIN. 21" IN FRONT OF TOILET. TOILETS TO BE LIMITED TO 1.6 GALLONS PER FLUSH. • PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL WITH MIN. 22" X 30" OPENING AND 30" UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 X 12 MEMBERS. B • PROVIDE EXHAUST FAN IN KITCHEN AT MIN. 100 GFM AS AND BATHROOMS AT MIN. 50 GFM. ALL FANS AND m DRYER EXHAUST TO BE VENTED TO OUTSIDE OF ID RESIDENCE. • P OVID MIN. I/2" GW5 OR EQUIVALENT TOGARAGE SIDE, BETWEEN GARAGE AND RESIDENCE AND/OR GARAGE AND ATTIC (IRC R302.fo). • PROVIDE 1-HR. FIRE -RESISTIVE CONST. 5/8" TYPE 'X' GWB ON GARAGE LID FOR FIRE SEPARATION UNDER HABITABLE SPACE ABOVE GARAGE (IRC R302.6). • DOOR BETWEEN HOUSE AND GARAGE TO BE 1-1/2" THICK SOLID CORE, 20-MIN. SELF -CLOSING FIRE -RATED DOOR (R302.5.0. • PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING HOLES AND ANY OPEN AREAS. • ALL ELEMENTS AND SWITCHES FOR FURNACE AND A WATER HEATER TO BE IS" MIN. ABOVE SLAB. AS i STAIR NOTES • STAIRS TO BE FRAMED WITH MIN. (3) 2 X 12 STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER. PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT TOP, MIDDLE AND BOTTOM, AND BETWEEN STUDS ALONG THE RUN OF THE STAIRS. • MINIMUM HEADROOM CLEARANCE TO BE fo'-8" VERTICALLY ABOVE TREAD NOSING TO NEAREST OBJECT ABOVE. • STAIRS TO HAVE MAX. RISE OF 1-3/4" AND MIN. RUN OF 10" WITH NOSING OF 3/4" TO 1-1/4". NO RISER TO BE LESS THAN 4". DIMENSIONS BETWEEN RISE AND RUN ARE NOT TO VARY MORE THAN 3/8". • ENCLOSED USABLE SPACE UNDER STAIRS TO BE ]-HR. FIRE -RESISTIVE CONST. 5/8" TYPE 'X' GWB. 'v HANDRAIL NOTES • HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH (4) OR MORE RISERS. • HANDRAIL HEIGHT, MEASURED VERTICALLY FROM i THE SLOPED PLANE ADJOINING THE TREAD NOSING aD SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38". • HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP OF THE RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. • HANDRAILS SHALL BE OF THE REQUIRED GRIP -SIZE PER R311.1.8.3. GUARDRAIL NOTES • ALL UNENCLOSED FLOORS, LANDINGS, BALCONIES OR PORCHES THAT ARE MORE THAN 30" ABOVE GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARDRAIL THAT IS MIN. HEIGHT OF 36". • OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH AT ANY POINT. • GUARDRAILS SHALL BE ATTACHED TO THE STRUCTURE IN SUCH A MANNER TO WITHSTAND A SINGLE CONCENTRATED LOAD OF 200 LBS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. m N O � N I i41 N m i N m m � N SEE ENGINEERING PAGES FOR SHEAR WALL PLANS ; SPECIFICATIONS I. ol 2'-9" .3'-2 1/2" 5'-11" (o'-10 1/2" m STEPS AS NEEDED SINK JOISTS FOR SELF -CLOSING 20 MIN. FLUSH SHOWER PAN RATED DOOR 1'-6 1/2" GARAGE 6 -�" MECH. lo I c�q I WATER O O lo O HEATER V V 26 fo SH 5036 DBL GSMT 5036 eL S.G. DROP DOWN STAIR a LADDER3068 I I U I I 3068 ono ono F Q — DWL�--� L J 3,_4„ �O 1/2" GWB GARAGE u O 001 TO HOUSE (TYP.) 001, 15 R UTILITY MR,ANBE EX. 8'-6" CEILING HT. X F----------------7 F---------------� ` HOLE HOUSE — m N; PRIM. BATH EX. ON I cn I 3'-5" W D KITGHENIDINING o 0 CEILING HT. w � — — — — — — — — — r 8'-3" Xh w w cL ETIRE N01w z m ? o I00,O 2 > a fL u 9, W X 8, H O.H. DOOR�Zd 9' W X 8, H O. . DOOR17777777777 JCfo 2 Al O 0 LL S SDO 3'_6 " I -10 1/2" 4'-I 1/2" J 5o/no 6 LL MATH 2 1'-n 1/2" 6'-0'" (D0 o 0 `� Ex. 'lo FA r J I PRIMARY DIRECT -VENT N s GAS FIREPLACE BEDROOM a X02 8 -6" CEILING HT. s N BEDROOM 2 N LIVING ROOM 2'-2 1/2" CEILING HT. CATHEDRAL VAULT iD N Q 17 7�J e0110 s rGp01z EGRESS EGRESS EGRESS EGRESS S. G. S r� ps A cv S. G. 'cn S. G. 6 l0 m i 'v .3'-4 1/2" 3'-0 1/2' ol 3'-0 1/2' ol 4'-0 1/2" 3 -1 1/2" 4'-I 0 1/2" ol I 4'-10 I /2" 3'-I 1/2" 4'-0 1/2" 3"-0 1/2' I Ll 3'-0 1/2' .3'-4 1/2" -0" 9'-0'" ol 43'-0" lo 22'-0" MAIN FLOOR PLAN QrSCALE: I/4" = I'-0" 1354 S.F. CONDITIONED 645 S.F. GARAGE C� D]o A AS Ojd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM FLOOR PLAN LEGEND 2 X fo STUD WALL 2 X 4 STUD WALL DECK EXHAUST FAN SMOKE DETECTOR LSD/GO SMOKE/CARBON vv MONOXIDE DETECTOR SOFFIT OR LINE OF BEAM S.G. SAFETY GLASS r ENERGY CODE NOTES • CONTRACTOR TO ADD ADDITIONAL FRAMING OR BLOCKING AS REQUIRED TO MEET CURRENT ENERGY CODE REQUIREMENTS. • AIR LEAKAGE. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST BETWEEN STORIES TO BE CAULKED/SEALED. ALL HOLES IN BUILDING ENVELOPE ARE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING ; HVAC PENETRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/SEALED WITH APPROVED SEALANT, OR HAVE FOAM GASKETS INSTALLED. ALL RECESSED LIGHTS ARE TO BE IC RATED, AIR TIGHT SEALED TO SURROUNDING GIUB. ROUGH OPENING AROUND ALL WINDOWS ; DOORS TO BE SEALED/CAULKED. • ALL CEILING EXHAUST FAN DUCTING TO BE INSULATED AS PER CODE, TO HAVE AS FEUD BENDS AS POSSIBLE, AND TO TERMINATE AT THE EXTERIOR OF THE BUILDING. • INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO NOT COMPRESS. CUT TO FIT AROUND WIRES, PIPES OUTLET BOXES. • ALL HvAC DUCTS INSTALLED OUTSIDE THE HEATED HABITABLE SPACE TO HAVE SEALED JOINTS, CORNERS I BOOTS, AND INSULATED IN ACCORDANCE WITH W5EC 2015 EDITION SPECIFICATIONS ("WSEC 2015°). • A ONE PERM OR LESS VAPOR RETARDER (IE: KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE OF ALL INSULATION. • ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-253 AND SO LABELED, OR SEALED AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR TIGHT. • ALL WATER PIPES IN UNHEATED SPACES TO BE INSULATED IN ACCORDANCE WITH WSEC 2015. • EXTERIOR DOORS TO BE ADJUSTED SO WEATHER-STRIPPING, THRESHOLD, ; DOOR SWEEP ARE WORKING PROPERLY ; SEAL WELL. • BLOWN -IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS FOR DENSITY ; COVERAGE. PROVIDE VENT BAFFLES AS REQUIRED ; INSULATE WEATHER-STRIP ATTIC ACCESS DOOR. • PROVIDE MAKEUP AIR WITH FRESH AIR DUCTED DIRECTLY INTO THE RETURN AIR PLENUM OF THE FURNACE SYSTEM. INSULATE THE DUCT IN ACCORDANCE TO WSEC 2015. PROVIDE DAMPER TO REGULATE INCOMING FRESH AIR. • ALL GAS COMBUSTION APPLIANCES, EXCEPT STOVES CLOTHES DRYERS, TO HAVE COMBUSTION AIR DUCTED DIRECTLY TO THEM. • ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY A MIN. 3' VERT. ; 10' HORIZ. WHOLE -HOUSE VENTILATION ONE OF THE FOLLOWING METHODS WILL BE USED TO MEET THE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL CODE (IMC) CHAPTER OF THE 2015 IRC: (A). A SINGLE WHOLE -HOUSE EXHAUST FAN, WHICH CAN PERFORM DOUBLE DUTY AS A ROOM SPOT FAN, IS REQUIRED. FAN MUST BE CONTROLLED BY TIMER SET TO OPERATE MIN. OF 8 HOURS PER DAY. THE CFM CAPACITY OF FAN MUST BE 0.25 W.G. AND HAVE MAX. SONE (NOISE) RATING OF 1.5. MIN. SIZE OF FAN MUST BE 105 CFM. (B). FRESH AIR WILL BE CIRCULATED BY THE CENTRAL FORCED AIR FURNACE SYSTEM. FURNACE MUST HAVE FRESH AIR INTAKE DUCT AND BLOWER MUST BE ACTIVATED BY TIMER TO CIRCULATE DAILY. INSULATION VALUES WALLS ABOVE GRADE R-21 BELOW GRADE R-21 CEILING FLAT R-49 VAULTED R-35 FLOOR CRAWL SPACE* R-30 SLAB ON GRADE R-10 * R-30 INTENDED FOR USE WITH 9 1 /2" I -JOISTS. IF II 1/8` I -JOISTS USED THEN R-35 INSULATION TO BE INSTALLED. A N-lv;r/ N m d) i SEE ENGINEERING PAGES FOR SHEAR WALL PLANS f SPECIFICATIONS UPPER FLOOR PLAN SCALE: 1/4" = 1'-0" 606 S.F. LIVING SPACE Q U Q 0 FLOOR PLAN LEGEND 2 X fo STUD WALL 2 X 4 STUD WALL DECK EXHAUST FAN �D SMOKE DETECTOR LSD/GO SMOKE/CARBON vv MONOXIDE DETECTOR SOFFIT OR LINE OF BEAM S.G. SAFETY GLASS Ojd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM u 0 FLOOR FRAMING NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS ACCOMPANIED WITH PLANS TO SUPERCEDE ALL INFORMATION ON ARCHITECTURAL DRAWINGS. FOR ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DRAWINGS REFER TO ENGINEERING. • REFER TO FLOOR FRAMING PLAN FROM FLOOR JOIST MANUFACTURER/SUPPLIER. FLOOR JOIST MANUFACTURER/SUPPLIER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. • FOR FLOOR SHEATHING USE 3/4" CDX OR OSB STURDI-FLOOR T;G, GLUE AND NAIL W/ RING SHANK SD"S Ca 6° EDGES ; 12" IN FIELD U.N.O. FACE GRAIN PERPENDICULAR TO SUPPORTS. • PROVIDE BLOCKING BETWEEN [-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. • PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS. • ALL EXTERIOR WALLS ASSUMED TO BE SEARING. • ALL BEAMS AND HEADERS TO BE 4 X 8 D.F. #2 U.N.O. • JOIST HANGERS � CONNECTIONS TO BE 'SIMPSON' U.N.O. • ALL CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR EQUIVALENT PROTECTION. A AS <--414 u 4 Q Q A AS FLOOR FRAMING LEGEND Q V Q 0 FLOOR JOIST BEAM/HEADER OUTLINE OF WALLS BENEATH BEARING WALL OUTLINE OF SUPPORTED FLOOR UPPER FLOOR FRAMING PLAN ^ JOIST OR BEAM HANGER � ® POST 0 SCALE: 1/4" = 1'-0" �z 4 MULtI-STUD POST NOTE: FLOOR JOISTS SHOWN IN DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. FOR FLOOR JOIST LAYOUT REFER TO JOIST DESIGN I SPECIFICATIONS FROM FLOOR JOIST SUPPLIER. Ojd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM u 2 X 12 RAFTERS Ca 24" O.G. — 1/16' GDX OR OSB SHEATHING COMPOSITE ROOFING SHINGLES R-38 INSULATION 12 jd design INSULATION BAFFLE W/ I" MIN. AIR SPACE 10 RAFTER CONNECTION PER / I I I I I I I I I I I I I I I I ENGINEERING / JIM DU P (360) 982-0535 JIM@JDDESIGNDRAFTING.COM j/ PRE- gNUF. q T'C rRu SES Cd 2 Q U Q Q VENTED BLOCKING BETWEEN RAFTERS BEARING WALL FOR MAIN LINE OF RAFTERS CONT. METAL GUTTER 5/4 X 6 FASCIA PRIMED SOFFIT BOARD W/ CONT. SOFFIT VENT 1 -4 II-1/5" TJI OR EQUIV. FLOOR JOISTS 1/2" GWB R-21 INSULATION 1/2" GWB 1/16" CDX OR OSB SHEATHING 2 X 6 STUDS Ca 1(oO.G. SIDING PER ELEVATIONS i it I I II TYP. TRUSS/EAVE DETAIL I I I I I I I I I I I I u I I I I I B Lu SCALE: 3/4" = I'-0" AS I I AS Lu0 +�qFr I I I RS PE PLAN o Lu - a W LL - I I I I IDLE J RIDGE BE I M � Z 2 Z } W Al I I I I o I I I L 0 co)W J U U o ��� VENTED BLOCKING BETWEEN 10 RAFTERS HO "` 1 1 1 m — I — L I 1 1 1 1 HO D � z z v q� mz TRUSSES W/ HEEL TO MATCH I I I I a � z �_ RAFTER/JOIST HEIGHT I I I I I I I I 0 Q THIS HEADER GALLED Z L' w EL OUT ON UPPER FLOOR — — — — ~ # FRAMING PLAN I I I I Q tu w OUTLINE OF UPPER o Q 00 FLOOR PLAN Lu Lu U n I I I I I I in Q a- GONT. METAL GL 5/4 X fo FASCIA PRIMED SOFFIT i W/ CONT. SOFFIT i/16" CDX SIDING PEI TRUSS/EAVE D ETAI L SCALE: 3/4" = 1'-0" 1/16" CDX OR OSB SHEATHING COMPOSITE ROOFING SHINGLES 12 INSULATION BAFFLE W/ ~18"/ z I" MIN. AIR SPACE RAFTER CONNECTION PER ENGINEERING /- VENTED BLOCKING BETWEEN RAFTERS CONT. METAL GUTTER 5/4 X 6 FASCIA PRIMED SOFFIT BOARD W/ CONT. SOFFIT VENT 1/16" CDX OR OSB SHEATHING SIDING PER ELEVATIONS 1'-0 3/4" (APPROX. ROOF FRAMING LEGEND TION TION Ca I fo" O.G. GARAGE) m ■ INSULATION BAFFLE W/ 1" MIN. AIR SPACE 2 X 12 RAFTERS Ca 24" O.G. VENTED BLOCKING BETWEEN RAFTERS R-38 INSULATION RAFTER CONNECTION PER — JOIST MANUFACTURER'S T;G DECKING OR 1/2" GWB SPECIFICATIONS HIGHER PLATE HEIGHT TO BE EVEN WITH JOISTS CONT. METAL GUTTER — R-21 INSULATION 5/4 X 6 FASCIA 1/2" GWB PRIMED SOFFIT BOARD W/ CONT. SOFFIT VENT 2X68TUD5Cal6"O.G. 1/16' GDX OR OSB SHEATHING SIDING PER ELEVATIONS RAFTER OR TRUSS BEAM/HEADER OUTLINE OF WALLS BENEATH BEARING WALL LINE OF ROOF OVERFRAMING OR OUTLOOKERS JOIST OR BEAM HANGER POST MULTI -STUD POST 1/16" CDX OR OSB SHEATHING COMPOSITE ROOFING SHINGLES 1'-4"' 12 -3.15 —� THIS HEADER GALLED OUT ON UPPER FLOOR FRAMING PLAN 2 X 12 RAFTERS Ca 24" O.G. R-38 INSULATION T$G DECKING OR 1/2" GWB R-21 INSULATION 1/2" GWB 2 X 6 STUDS (a 16' O.G. � �t�k ROOF FRAMING PLAN Jo r-"') SCALE: 1/4" = 1'-0" ROOF NOTES • TRUSSES � RAFTERS TO BE SPACED AT 24' O.G. UNLESS NOTED OTHERWISE. • PRIMARY ROOF PITCH IS TO BE 10:12. • SECONDARY ROOF PITCHES ARE TO BE 18:12 (APPROX.) ; 3.15:12 (APPROX.) • ROOFING MATERIAL IS COMPOSITE. • OVERHANGS ARE 14" WITH CONTINUOUS METAL GUTTER THROUGHOUT EXCEPT ON GABLE ENDS. • OVERHANGS ON GABLE ENDS ARE 14" SUPPORTED BY 2 X 4 OUTLOOKERS Ca 4'-0" O.G. U.N.O. • FASCIA SHALL BE 5/4 X 6 WITH CONTINUOUS METAL GUTTER. BARGE RAFTERS SHALL BE 5/4 X fo. • ALL BEAMS I HEADERS TO BE 4 X 8 D.F. #2 UNO. • PROVIDE SOLID BLOCKING OVER SUPPORTS. • TRUSSES/RAFTERS TO BE SHEATHED WITH 1/16" CDX OR OSB SHEATHING WITH 15# FELT OR BETTER. USE PLYWOOD SHEATHING ON ALL SOFFITED AREAS. • PROVIDE ROOF GROSS VENTILATION FOR EACH SEPARATE SPACE WHERE APPLICABLE. TRUSS NOTES • TRUSS MANUFACTURER SHALL PROVIDE DESIGN DETAILS AND ENGINEERING FOR ALL TRUSSES. COPY TO BE AVAILABLE ON SITE FOR FRAMING INSPECTIONS. • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S STAMP. • ALL TRUSSES SHALL BE STORED, INSTALLED BRACED PER MANUFACTURER'S SPECIFICATIONS. • TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL AND/OR APPROVED ENGINEERING CALCULATIONS PROVIDED BY THE TRUSS MANUFACTURER. • ROOF TRUSSES TO BE SHEATHED WITH 1/16' CDX OR OSB SHEATHING WITH 15# FELT OR BETTER. USE PLYWOOD SHEATHING ON ALL SOFFITED AREAS. • PROVIDE ROOF CROSS VENTILATION FOR EACH SEPARATE SPACE WHERE APPLICABLE.. TYP.OVERHANGS THIS HEADER GALLED OUT ON UPPER FLOOR FRAMING PLAN ATTIC VENTILATION ATTIC VENTILATION REQUIRED. REFER TO IRG R806.1 AND R806.2. SQUARE FOOTAGE OF ATTIC SPACE = 2000 S.F. 2000/300 = 6.fol S.F. NET VENT AREA REQUIRED. PROVIDE MIN. 1/150 OF ATTIC AREA, OR 1/300 IF HALF IS AT EAVE AND REMAINDER AT MIN. 3' ABOVE PLATE LINE. OPENINGS TO BE COVERED WITH 1/8" CORROSION RESISTANT METAL MESH OR EQUAL. EAVE OR CORNICE VENT SHALL NOT BE BLOCKED. MAINTAIN MIN. I" AIR SPACE BETWEEN INSULATION AND ROOF SHEATHING AT THE LOCATION OF THE VENT. FOR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS BLOCKING, WITH (3) 1 1/2" DIA. HOLES AND MESH SCREEN COVERING THE HOLES, BETWEEN EACH TRUSS. FOR CLOSED EAVE SOFFIT USE CONTINUOUS SOFFIT VENTING. a z LL Z Q O_ LH u O U Q (1)O Lu0 w c� IL Q DRAWN BY JAD SCALE 1/4" = 1'-0" UNo JD JOB# 1318NC21-TUTT DATE 05/08/2021 REVISIONS II/12/2021 FLIPPED HOUSE PLAN RAFTER/EAVE DETAIL SCALE: 3/4" = 1'-0" RAFTER/EAVE DETAIL SCALE: 3/4" = 1'-0" A7 SHEET 7 OF 12 PRE-MANUF. ATTIC TRUSSES @ 24" O.C. TOP OF PLATE TOP OF FLOOR TOP OF CEILING TOP OF FLOOR TOP OF PLATE TOP OF WINDOWS R-21 INSULATION TYP. TOP OF FLOOR RIDGE BEAM PER PLAN R-35 INSULATION AT VAULT BUILDING SECTION A - A SCALE: 1/4" = 1'-0" BUILDING SECTION B - B SCALE: 1/4" = 1'-0" 2 X 12 RAFTERS @ 24" O.G. W/ R-38 INSULATION 24" O.G. TYP. TOP OF DROP CEILING TOP OF WINDOWS m m � TOP OF FLOOR TOP OF PLATE TOP OF FLOOR r Up jd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM HIGH POINT OF ROC TOP OF WINDOW TOP OF WINDOW TOP OF WINDOW/DC TOP OF FLOOR AVERAGE GRADE BUILDING SECTION C - C SCALE: 1/4" = 1'-0" 7 1/ 17 i?n=tCi?G. a )A" nr- BUILDING SECTION D - D SCALE: 1/4" = 1'-0" TOP OF PLATE 0 DORMER TOP OF WINDOWS — — —TOP OF FLOOR TOP OF PLATE TOP OF WINDOWS TOP OF FLOOR TOP OF CEILING JOIST (a BEDROOM m ------------- TOP OF FLOOR_ TOP OF PLATE 4TION TYP. TOP OF FLOOR Aw Up jd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM F-A WINDOW SCHEDULE OA (2) 2"-8" W X 5"-0" H CASEMENT LEFT -HINGED O(2) 2"-8" W X 5"-0" H PICTURE WINDOW OG (1) 2"-8" W X 5"-0" H CASEMENT RIGHT -HINGED OD (1) 3"-0" W X 5"-0" H CASEMENT LEFT -HINGED OE (1) 3"-0" W X 5"-0" H RIGHT -HINGED O(1) 3"-0" W X 5"-0" H LEFT -HINGED (SAFETY GLASS) O(2) 2"-B" W X 5"-0" H PICTURE WINDOW OH (1) 3"-0" W X XX H SPECIALTY SHAPE lO (1) 3"-0" W X XX H SPECIALTY SHAPE OJ (1) SPECIALTY SHAPE OK (1) SPECIALTY SHAPE OL (1) SPECIALTY SHAPE OM (1) SPECIALTY SHAPE ON (5) 2"-6° W X I"-6` H AWNING OO (2) 3"-0" W X I"-0" H SLIDER OP (2) 2"-l0" W X I"-6` H PICTURE WINDOW O(1) 2"-6° W X 3-6" H SINGLE HUNG O(1) 5"-0" W X 3"-6" H DOUBLE CASEMENT O(1) 5"-0" W X 3"-6" H SLIDER (SAFETY GLASS) O(2) 3"-0" W X 5"-0" H SINraLE HUNCa OU (4) 2"-8" W X 5"-0" H SINGLE HUNra OV (1) 2"-0" W X 2"-0" H PICTURE WINDOW m i r TOP OF WINDOWS TOP OF FLOOR TOP OF PLATE TOP OF WINDOWS — — — — — — — — — — — — — — — — — — — TOP OF FLOOR TOP OF PLATE TOP OF WINDOWS ------------------------- TOP OF FLOOR I_nal C �iGwlt NORTH ELEVATION SCALE: 1/4" = 1'-0" EAST ELEVATION SCALE: 1/4" = 1'-0" INGLES i NOT OF DECK 1 GRADE COMPOSITION ROOF SHINGLES m Ln BOTTOM OF LIVING ROOM WINDOWS TOP OF WINDOWS HORIZONTAL LAP 51DING BOTTOM OF WINDOWS m TOP OF FLOOR (Vjd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM r HIGH POINT OF ROOF AVERAGE GRADE TOP OF PLATE A DORMER TOP OF WINDOWS TOP OF FLOOR TOP OF PLATE ------------------ TOP OF WINDOWS TOP OF FLOOR SOUTH ELEVATION SCALE: 1/4" = 1'-0" WEST ELEVATION SCALE: 1/4" = 1'-0" TOP OF PLATE 0 DORMER TOP OF WINDOWS TOP OF FLOOR TOP OF PLATE TOP OF WINDOWS m TOP OF FLOOR 0 COMPOSITION ROOF SHINGLES (Vjd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM jd design � 1/2" GWB JIM DUNLAP - ) 1/2" GWB -0535 R-21 INSULATION R-21 INSULATION JIM@JDDESIGNDRAFTING.COM 2 X 6 STUDS (a16"' O.G. SIDING PER ELEVATIONS 2 X 6 STUDS @ 16' O.G. 3/4" T;G PLYWOOD OR OSB SUBFLOOR 1/2 GWB -0(o' GDX OR OSB SHEATHING 3/4" T;G PLYWOOD OR OSB SUBFLOOR CONT. RIM JOIST JOISTS PER PLAN 4" CONCRETE SLAB ON 6 MIL. JOISTS PER PLAN _ VAPOR BARRIER PRESSURE TREATED 2 X 6 SILL PLATE. SEE ENGINEERING SI FOR ANCHOR BOLT SLAB REINFORCEMENT OPTIONS SPECIFICATIONS. PER ENGINEERING 4 X 4 P.T. POST SIMPSON GBSQ66-SD82 GRADE OR A5U66 POST BASE 8" SONOTUBE SQUARE GRADE OR ROUND �p III R-38 INSULATION — — — — — — — —°— — ° a \ m L4 R-38 INSULATION 4" DIA. DOWNSPOUT TIGHTLINE / a °� X/%V�/%� ° ° 141 ° I SEE ENGINEERING FOR FOUNDATION II SEE ENGINEERING FOR FOUNDATION �j/A�jj \/\ f1 Ir ° WATERPROOFING MEMBRANE SIZE REINFORCING SCHEDULE d SIZE REINFORCING SCHEDULE (4) #4 VERT. HOOKS w Z CONTINUE OVER FOOTING d IIo Q ° II =� 4' DIA. PERFORATED DRAIN TILE II II da a " . E ° 11 �p dII 01, a II 6 MIL. VAPOR BARRIER • ° 6 MIL. VAPOR BARRIER ° DRAINAGE GRADE GRAVEL d 4 CONTINUE OVER FOOTING II° ° CONTINUE OVER FOOTING °I �- FILTER FABRIC �J ' 4 a L =4 UNDISTURBED EARTH UNDISTURBED EARTH UNDISTURBED EARTH w U Z TYP. FND. WALL DETAIL HOUSE @ GARAGE ECK POST DETAIL W 1 4 7)�S w SCALE: 3/4" = I'-0" SCALE: 3/4" = I'-0" CLE: 3/4" uj Q J U zZ_ } W 0 Q Lo � W J 0 0 U 1/2"" GWB OPTION Z 0 � ui U SIDING PER ELEVATIONS z0 2X6STUDS (al6"O.C. U z 1/16" CDX OR OSB SHEATHING (2 X 4 OK) 4"" CONCRETE SLAB ON 6 MIL. GARAGE DOOR 3/4" PLYWOOD OR OSB SUBFLOOR °- z ANCHOR BOLTS PER ENGINEERING VAPOR BARRIER 0 v o P.T. 2 X 6 SILL PLATE 3/4" X 8" OFFSET. VERIFY SLOPE GARAGE GONG. PAD 2"' TOWARD GARAGE DOOR JOISTS PER PLAN U Q \0 SLAB REINFORCEMENT OPTIONS W/ DOOR SIZELu EL 8" STEM WALL PER ENGINEERING Z � w # DRIVEWAY SLAB SLAB REINFORCEMENT U 0 Z GRADE OPTIONS PER ENGINEERING w Q 0 w U i hl] ° ° —�--- -- ---- 0 w Qof II II d IL _ z N Q 4'" DIA. DOWNSPOUT TIGHTLINE / / — — — — a— — • r� — � — — — — — — — — d FIRE BLOCKING h a Z WATERPROOFING MEMBRANE II 4"" MIN. COMPACTED GRANULAR FILL I� ° \ CONTINUE OVER FOOTING z ° s . SEE ENGINEERING FOR FOUNDATION Y a HOOK #4 DOWELS (a 48" COMPACTED FILL BEARING WALL DRAINAGE GRADE GRAVEL r r- �� r II SIZE REINFORCING SCHEDULE _ O.G. INTO CENTERLINE ° (3) #4 REBAR CONT. � FILTER FABRIC ° J °• ° �,�Y � — � OF SLAB ,'- ° .�?����` AS SHOWN "'X" == fi J (2) #4 REBAR CONT. 5/8'" TYPE GYP. BOARD ON IN FOOTINGS ALL SURFACES OF USABLE 4" DIA. PERFORATED DRAIN TILE//��//��//��//��//��//��/j��/��/��/��/��/��/��/��/��/j��/j�� UNDISTURBED EARTH +._+, SPACE UNDER STAIRS v GARAG E�W�LLD ETAl L GARAG E FOOTING STAIR7AT LAND IN G 2 8 SCSCSC: 3/4" =0 SEE DETAIL 'I" FOR ADDITIONAL ;' SEE NOTES ON PAGE A4 FOR TYPICAL CALL -OUTS 1/2" GWB STAIR AND HANDRAIL NOTES R-21 INSULATION SEE ENGINEERING FOR DECK STAIR NOSING 3/4" - 1 1/4" LEDGER SPECS 2 X 6 STUDS @ 16" O.G. PER IRC R311.1.5.3 OP OF HANDRAIL DECK JOISTS PER PLAN 3/4" T;G PLYWOOD OR OSB SUBFLOOR JOISTS PER PLAN (3) 2 X 12 STRINGERS O O � DECKING JOISTS PER PLAN PROVIDE BLOCKING AT BEARING MID -SPAN Q = Z 0 F IL z u EXTEND TO TOP U BOTTOM RISER m �� w RETURN TO WALL "' ,s uj I� 5/8" TYPE "X" GYP. BOARD 0 a Q II ON ALL SURFACES OF USABLE Z IL SPACE UNDER STAIRS Q DRAWN BY JAD Ilil 4 4 POST U.N.O. USE 3/4" T;G PLYWOOD OR IQOSB R-35 INSULATION X PRESSURE TREATED POSTS. 4 X 10 DF GIRDER U.N.O. SUBFLOOR SCALE I/4" = I'-0" JNo /%/jam II 4" DIA. DOWNSPOUT TIGHTLINE USE 4 X 6 POST 0 BEAM BC44 OR BC46 JOISTS PER PLAN w x T JD JOB# 1318NC21-TUTT �\ ° SEE ENGINEERING FOR FOUNDATION SPLICES. FIREBLOCKING AT TOP DATE 05/08/2021 WATERPROOFING MEMBRANE CONTINUE OVER FOOTING SIZE ; REINFORCING SCHEDULE SIMPSON PB OR CB OR ABUZ (2) #4 REBAR CONT. AND BOTTOM ACROSS REVISIONS z OR SIMILAR POST BASES IN FOOTINGS STRINGER B/W STUDS 4" DIA. PERFORATED DRAIN TILE V °1777 4° 6 MIL. VAPOR BARRIER ° 6 MIL. VAPOR BARRIER SEE ENGINEERING FOR FOUNDATION ° CONTINUE OVER FOOTING DRAINAGE GRADE GRAVEL d° J CONTINUE OVER FOOTING ° SIZE REINFORCING SCHEDULE s • a s • ° FILTER FABRIC G—_ a d d UNDISTURBED EARTH 2X THRUST BLOCK UNDISTURBED EARTH 3 HOUSE CK POST & BEAM DETAIL STAIRS AT FLOOR SC0���D�E SCALE: 3/4" = I'-0" SCALE: 3/4" = I'-0" SHEET 12 OF 12 Structural Callouts- — Copyright ConstructionCalc, Inc (C_� 0 PA Per Architect * Structural Item: This item and related connectors shall be per architect / designer. 12 FD Floor Diaphragm Sheathing: With joists at 24" or 19.2" OC, use min., 24 oe rated, APA Sturd-l-Floor; either 3/4" species Or I, or 7/8" species group 4. May be OSB or plywood. Good for 130 psf, TL ri7 L/360 detl. * Sheathing: With joists at 16" OC, use min., 16 oc rated, APA Sturd-l-Floor, min., 19/32" thick. May be OSB or plywood. Good for 245 psf TL a? L/360 deft. * Sheathing Layout: Case 1 per IBC 2306?.1(1) - Orient sheets continuous over two or more spans, with the long dimension across supports. Nailing: Glue, and connect with 8d ring shank nails or #9 screws, at 6" edges, 12" field. * Blocking: not required except at supports (beams) and connections to shear walls below. 17 HD Alt 1 - Holdown - Embedded Strap Type. * Min. Capacity: Good for 2185 lb uplift. * Holdown: Use LSTHD8 for no r ri joist condition. - For rim joist condition use LSTHD8R.1. Nails: Use 16, 16d to full-heioht stud as follows. * Stud: Use larger of: king stud as spee'd elsewhere; or choice of 2- 2x, 3x, or 4x. Alt 2 - Holdown - Bolt Type * Holdown: Use HDU2. * Lags: Use 6 SDS 1/4 x 2.5 to full -height stud per above Anchor Bolt: If wet set, use 5/8" diameter SSTB 16, or 5/8" all --thread with nut and 3" washer on * embedded end. Min embedment = 12". If too Iong to fit in footing, bend 90-degrees at bottom of footing, maintain 3" cover at bottom of footing. - If rotollammer, use 5/8" Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in stem wall. 81 L Ledger - Deck Joists to Rim. * Ledger: Use min., 2x, PT ledger at least as tall as joists. Ledger Connecion: Connect to rim with 2, SDS or LedgerLOK at max., 16" OC and within 3" of ends * and splices. - SDS or LedgerLOK to be of length necessary for full penetration in rim. Joist Connection: Connect joist to ledger with U or LU hanger (not LUS), all holes filled with gals TECO or similar nails, or screws - Simpson SD9 or similar. 89 TS Tall Stemwall at Narrow Shear Panel. Footing: Per 90FC * Stemwall: Stemwall per 90FC except that it must be 18" min., wide x 8" thick, and extend 42" min above top of adjacent slab. a _� 90 FC _ Footing, Continuous Retained Height: Maximum retained height (unbalanced till) = 4'. * Stepping: Okay to step this footing as necessary for grade changes. All footing longitudinal rebar shall continue through step, okay to bend 90 degrees at direction changes. * Footing: Use min., 18" wide x 8" tall. - Longitudinal rebar, use 2, #4 continuous, 3" from bottom. Stemwall: Use min 6" thick. Vertical rebar, use #4 at all corners, wall ends, intersections, and at 24" OC, max, centered in wall, with - alternating 6" bends at bottom footing rebar. - Horizontal rebar, 44 top and bottom and at 24" OC max., centered. - At doors, stemwall may be shortened or omitted. Crawl openings 24" wide or less in stemwalls are permitted where no significant point loads from above occur. Drains: Install footing drains and / or downspout drains per others and as required by code. 91 FS Footing, Strip * Footing: Use min., 18" wide x 8" tall. * Longitudinal Rebar: Use ?. #4 continuous 3" from bottom. 93 FP Footing, Pad * Footing: Use min., 18" square x 8" tall. If in slab area, footing may be mono -poured with slab or below slab. Height may include slab height if poured monolithically. Plinth: If plinth is called for use round or square per Arch, min diameter or width such that all rebar and * post base connectors have 2" min., 3" max., concrete cover on all sides. Chamfer per Arch or as necessary to shed water. Plinth rebar, use 3, #4 vertical, equally spaced, with 4", 90-degree bend at bottom footing rebar. Hoops or horizontal rebar is not required in plinth. * Footing Rebar: Use 2, #4 each way, 3" from bottom. 95 S Slab on Grade Subgrade: Use structural fill or native material, compacted to 95% relative compaction. It is strongly recommended that all structural fill be checked by a geotechnical consultant. Underslab Insulation: May use XPS or EPS rigid foam with min., 25 psi compressive strength under * slab. If used, provide and install per insulation manufacturer's recommendations. * Slab Thickness: Use 4" min. * Reinforcement: Use any of the following: - Min., 43 rebar at 24" OC, each way, centered in slab. - Welded wire fabric, min., W2.9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8" min. - Fibermesh per manufacturer's recommendation. - Helix micro rebar, min., 5 lbs. per cubic yard. * Control Joints: Maximum recommended spacing = 8' OC, each way. This is a non-structural item and may be changed or omitted by Owner or architectural designer. * Vapor Barrier: Suggest a min., 6 mil., plastic vapor barrier under interior slabs. This is a non-structural item and may be changed or omitted by Owner or architectural designer. Foundation and 1st Floor Framing 1 8" = V - All slabs are 95S. - All interior floor sheathing is 12FD, typ. - Stair framing per Arch and code min. FC , I; COP) TYP � f G gtFS T�p VPFPED 5i{o JO djo FC it l� NF 6F -- -®-r— — -® rr, 2 INS 3Fn °8 0 Beams Default sawn material is Doug Fir No 2 or better. Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E, 2,300 psi, min Fb. Default wall connection: 3" bearing in pocket or on plate with min., 2 studs below. Default end post connection: LCE, ACE, EPCZ, ECCQ, or similar. Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. Default mid -post connection: LPCZ, PCZ, CCQ, or similar. Default beam to beam connection: Hanger: HU, HUC, HUCQ or similar. Bear on top, 2, HGA10. Connector (if blank Callout Min., use Alt 1 min., use Alt 2 min., use Notes use default, above) 30B, 31 B 3, 2x12 1.75x11.2 LVL bracket to 35B per Arch 32B 3.5x12 glulam 5.5x10.5 glulam 33B, 346 2, 2x12 1.75xl1.2 LVL 35B 3.5xl5 glulam 5.5xl3.5 glulam 36B 4x8 2, 2x10 40B 1.75xl 1.8 LVL 2, 2x12 41 B 1.75xl 1.8 LVL 2, 2x12 in add'n to joists to support load above 42B 4x10 43B 4x8 PT _ Joists and Rafters Default rafter or deck joist to beam connection is con't or skip blocking and H2.5A, or H1, or A34 with screws. Framed roof overhangs, eaves, outriggers, etc. use IRC-compliant construction. Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) Default sawn face mount hanger is U, LU, LUS, or if sloped rafter use LRUZ. Default deck joist hanger is U or LU (not LUS) with galv screws, or gals TECO or similar nails. Default sawn top flange hanger is JBA, LB, BA, or B (welded app, use LB, BA, or B) Any national I -joist brand, equal or stronger may be substituted I -Joist roof overhangs, extensions, outriggers, and cantilevers shall per per manufacturer's recommendations. Default 1-joist face mount hanger is IUS or MIU Default 1-joist top flange hanger is ITS, HIT, or MIT Connector (if blank Callout Min., use Alt 1 min., use Alt 2 min., use Notes use default, above) 60R 2x12 @ 24" 61R 2x10 @ 24" 65J 11.8 TJI 110 @ 16" 2x12 @ 16" Posts Default material is Doug Fir No 2 or better. Default bottom connection on plate: 2, A34 with TECO or screws, or 4, 16d face nails. Default bottom connection on beam: 2, A34 with TECO or screws, or PCZ. Default bottom connection on concrete: PB, or AB, or ABU, or ABW, or CBSQ Alternate bottom connection on concrete: #5 rebar or 518" all -thread, epoxy 6" min. into post butt, and 6" min., embed in cone. Conc embed may be wet set or epoxy. Callout MinConnector (if blank., use Alt 1 min., use Alt 2 min., use Notes use default, above) 70P 2-2x4 4x4 71 P 3- 2x4 2- 2x6 4x6 72P 3- 2x6 6x6 4- 2x4 73P (see main callouts) 74P 2- 2x4 4x4 under point load above 75P 4x4 PT 2- 2x4 PT Tim K. Garrison, P.E. 2316 Antone Way Anacortes, WA 98221 S 1 of 3 Professional Engineer TimG@TimKGarrison.com (360) 708-1865 Foundation & I" Fir. Framing Structural Analysis: New Horne at 4118 Brant Cir., Anacortes, WA Client: Mary Tutty Building Design: Jim Dunlap Job Number: T21042 Date: June 17, 2021 6/1 Structural Callouts© — Copyright ConstructionCale, Inc (CO) 0 PA Per Architect * Structural Item: This item and related connectors shall be per architect 1 design er 11 RD Roof Diaphragm * Shear Capacity: Good for Eh = 230 plf - seismic; Eli — 322 plf - wind. Max aspect ratio = 3: 1. * Framing: Trusses or rafters: 2x at 24" OC, max. * Framing Connection at Support: - Where connected to shear wall, connect per shear wall callout - top of wall. - Where trusses or rafters connect to beam, use H2.5, or A34 with screws, or similar, typ. - At ledger, connect per ledger callout. * Sheathing: 7/ 16'" min., OSB or C DX plywood. * Sheathing Layout: Case I per IBC 2306.2.(1) * Nailing: Use 8d at 6" edges, 12" field. * Blocking: Not to uired except at supports and at connections to shear walls below, 12 FD Floor Diaphragm Sheathing: Witli joists at 24" or 19.2" OC, use.m n., 24 oc.rated, APA Studd-I-Floor; either 3/4" species..,. group 1, or 7/8" species group 4. May be OSB or plywood. Good for 130 psf, TLcr+ L/360 defl. * Sheathing: With joists at 16" OC, use tnin., 16 oc rated, APA Studd-I-Floor, lnin., 19/32" thick. May be OSB or plywood. Good for 245 psfTL L L/360 defl. * Sheathing Layout: Case 1 per IBC 2306.2.1(1) - Orient sheets continuous over two or more spans, with the long dimension across supports. * ges, 12" field. Nailing: Glue, and connect with 8d ring shank nails or #9 screws, at 6" edZD * Blocking: not required except at supports (beams) and connections to shear walls below. 17 HD Alt 1 - Holdown - Embedded Strap Type. * Min. Capacity: Good for 2185 lb uplift. * Holdown: Use LSTHDS for no rite joist condition. - For rim joist condition use LSTHD8RJ. * Nails: Use 16, 16d to full -height stud as follows. * Stud: Use larger of: king stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x. Alt 2 - Holdown - Bolt Type * Holdown: Use HDU2. * Lags: Use 6 SDS 1/4 x 2.5 to full -height stud per above Anchor Bolt: If wet set, use 5/8" diameter SSTB 16, or 5I8" all -thread with nut and 3" washer on * embedded end. Min embedment = 12". If too long to fit in footing, bend 90-degrees at bottom of footing, maintain 3" cover at bottom of footing. - Ifrotohammer, use 518" Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in steal wall. 22 H Header Header: use min, 5.5x 12 alulam. Length ---16' (wall to wall). Mullions and Studs. Connect lower mullions and studs to this header with A35, typ. Connect 77M and * 73P above per those callouts. 73 P Post Post: Use min., 3, 1.75x5.5 LVLs or 5.5x5.5 glulam, continuous top of 22H to 32B. Top and Bottom Connection: Connect to 3213 with LPC, EPCZ or similar. Connect to 22H with 2, A35. * Header Connection: Header(s) may be supported with 2x trimmer or hank, on this post with LUC, HUC, * HUCQ or similar. 77 M Mullion General: These are specified mainly to reist out -of -plane wind loads but may also be used to resis in - plane lateral loads if so indicated in calculations. * Mullion: Use min., 2, 2x6 continuous top of 22H to top plate. * Top and Bottom Connection: Connect at top plate and 22H with 2, A35 or similar. Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC, * HUC, HUCQ or similar. 80 L Ledger - Roof Diaphragm Ledger Screws: If connecting to rim or header or other continuous wood, use SDS, or LedgerLOK at mar * 12" OC, staggered. If connecting to studs, use 2, SDS or Ledgerl-OK per stud. Length of SDS or LedgcrLOK = Thrown, !.-Alger and sheathing and 1,5" min embedment in*.o solid - framing. Min distance of connector to end of ledger or splice = 2". Min edge distance to top or bottom of ledger =1.75" * Ledger Connection to Wall: Rafters Perpendicular: Use 2x or LVL ledger, min height to match ratters. Apply ledger over wall sheathing. Use hangers to hang rafters on ledger. Parallel Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar. Ledger to be placed over wall sheathing. * Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. Lower Level Walls and 2nd Floor Framing 1 8" = 1' - All interior floor sheathing is 12FD, typ. - All exterior walls at this level are 1PW, UNO. - Interior bearing walls are indicated with diagonal hatching. - Stair framing per Arch and code min. Upper Level Walls and Roof Framing 1/8 V - Roof diaphragms are 11RD, typ. - All exterior walls at this level are 113W, UNO. - No interior- shear walls required at this level. - Exterior pony walls at roof pop -ups are 113W, typ. - Ledgers at lower roof to upper shear wall are 80L, typ. � � I l 3313 6C, 2o{w1 n7 n i 35B 35� 3(g / � r 2� //T�Af F Structural Shear Wall Callouts"� — Copyright ConstructionCale Inc CCI Typical Shear \'fail Callout Symbol l PW This symbol indicates a dedicated Shear wall or panel, the type per callout below. 3.4 Walla without this symbol, or lablcd "NS" are not dedicated shear walls , use code -standard construction. Min. lell-th of Shear palit:L 1-1. If " W.., Construct entire Wall per this callout, with minimum illdk ideal panel fen the indicated on plan. Top of Colic. Niall to anchor Capa- Sti((I Nail E(Ige Sill Block- parallel Top of Max city, Nails Stud Stud Noniinal niat'I / Field Top plate & ing at framing gall to spc'g, Nvilidl Sheath- or height, spac'g, stud (see spae'g /( Top plate studs unsup- or rint of perpell- Bottoni I u(I sill Nv/ 4" Call- seis, ing, Miles of screws, max., max., sire, std st'l Stull Plate, splice, wi -Age ported rim dicular plate to anchor to min out Eli, plf min. wall size ft. in. min. specs) spac'g, in. mill;. min. m(il'o e(lees blk'g. fraining. framing. concrete embed Detail Detail Detail (o 02 �o3) 2x4 or 6/6(y 24 con't „ .- oit �l� 181, one, 10 24 larger Sawn 6/ l 2 cr' 16 con't 5heathlll- Con'( or 5/g �' 7/lh' either per Arch p 48" lap sheathing + blk�, or Sheathing ... I lten I ID, 1 PW ]bi;/ OSB or side, 8d 15 16 2x6 Sawn 6/12Lr;16 2- 2x w/ 10- 2x NA or A34 or li_.5, or or lfid (r. w/ 3" 72„ 120 plywo- apply 16d LTP4 at SDWC- h° or wshr. Or od directly 36" Iliax. 15600, 4.5" SDS MASA or to studs 19 12 2x6 Sa��m 6/12 cr12 L- �r 24„ �r 1 , I�1ASAP or LVL 1llaX coll't slit"' of 2PW 490/ (Same) (Sallie) (same) (same) 16 (same) (same) 4112(y 16 (same) (same) (sane) _x (sank) (tiame) 16d(i3" (Sallie) 42' 350 or Cqi 12 or 4.5" SDS �r 6" 4PW 630/ (same) (same) (same) (same) 16 (same) (Sallie) 3/12(c;16 (same) (same) 3 \ or 4x :_ r 2- 3xor 4x NA (same) NA (Same) 24" 450 or Lr,;e) l2 � _a or 2-2x 5GW 200/ 1/2" ol• both Sd for 1/2":6d 10 24 2x4 (Sallie) ) 4/4 cr;24 (Sallie) (saline) (Same) NA (Sallie) (Sane) 4.S" SDS (Same) 72„ Zaa s/s" gyp iur 5i8" 7/7�c:16 `11 4 14 7p e �Ais(.I & lox zo OrEv A-rtl c. 15 AL 4 j to --t , v, J 2oN 1_ (D1 Typ. shear wall TOP connection - framing parallel or rim or con't blocking, NTS l / TQu5S,a� AL.T. ISr o2 CnrtT Nb. Sy'LrcE Nr=2e --- c�,L,v4 az ort+Er $f1.Ac,uq �I 5k6A2 K+A[-L 1 . 7RusG vfL 2AFTiSr1 oaz Zo,"T ore, rT�4 Z Tta 4 5i bKfi4i /,�F� s�Le�E �(:i-%Uk6i OIL — Ti,P of Typ. shear wall BOTTOM D3 connection on framed floor, --- NTS f3oTrbm of (F-ALL sgeAL wRL-L. s+as n'rN f �L f, Peg. Q Awl STc's va- 1,5 Mikil- n2 SP�tc�=7 liE2 5>5 P�eR 3 3 I ,a I LvALL or j Fia,3. go jZdl1 of Searle e✓ALL. CoD6 r1iU. niA�Gtea� - �7 . S,.(>r4THii.S�i SPL.ic�. fir=e;r i z� WALs o� i t3, ran a2 ` Typ. shear wall TOP connection - `, _ D2—� framing perpendicular, NITS VLu55 0( C f�trT i{Z.7 of H 1 qL r, Sl�wc-156n)0 l/ I�i�atL'GL -r2455 PJurc.K �2 07440),- FLLL +l-r. �+#�Aii�rrl� AST K2,5 R- A cr SDwclSbon j(ooFFac�f J TALL kE6� � j; � J 'q $cWC t56ba � SawCl56oa e I JvtSY p11'L S� (c oF >2 �wALL l� t?EZ FLAN s ids ori. -� 5�L lG �D 5N� Headers Default header material is Doug Fir No. 2 or better 2x headers must be in tall orientation with flat 2x nailed at bottom in "L." configuration Default Trimmer, use 1, 2x stud or Simpson LUC hanger, each end. Default King Stud, opening 6-feet wide and less use 1, full height stud each end (plate to plate.) Default King Stud, opening wider than 6-feet, use 2, full height studs each end (plate to plate.) Trimmer, each end King Stud, each callout Min, use Alt 1 min. use Alt 2 min., use (if blank use default end (if blank use above.) default above.) 20H 2x6, "L" config 4x6 21 H 2xl0, "L." config 2- 2x8 4x8 22H (see main callouts) 23H 4x12 6x12 2 24H 6x12 5.5x9 glulam 2 Beanis Default sawn material is Doug Fir No 2 or better. Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E, 2,300 psi, min Fb. Default wall connection: 3" bearing in pocket or on plate with min., 2 studs below. Default end post connection: LCE, ACE, EPCZ, ECCQ, or similar. Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. Default mid -post connection: LPCZ, PCZ, CCQ, or similar. Default beam to beam connection: Hanger: HU, HUC, HUCQ or similar. Bear on top, 2, HGA10. Callout Min., use Alt 1 min., use Alt 2 min., use Connector (if blankNotes use default, above) 30B, 31 B 3, 2x12 1.75xl 1.2 LVL bracket to 35B per Arch 32B 3.5x12 glulam 5.5x10.5 glulam 33B, 34B 2, 2x12 1.75xl1.2 LVL 35B 3.5xl5 glulam 5.5x13.5 glulam 36B 4x8 2, 2x10 40B 1.75xl1.8 LVL 2, 2x12 41 B 1.75xl 1.8 LVL 2, 2x12 in add'n to joists to support load above 42B 4x10 43B 4x8 PT Joists and Rafters Default rafter or deck joist to beam connection is con't or skip blocking and H2.5A, or H1, or A34 with screws. Framed roof overhangs, eaves, outriggers, etc. use IRC-compliant construction. Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) Default sawn face mount hanger is U, LU, LUS, or if sloped rafter use LRUZ. Default deck joist hanger is U or LU (not LUS) with gaily screws, or galv TECO or similar nails. Default sawn top flange hanger is JBA, LB, BA, or B (welded app, use LB, BA, or B) Any national I -joist brand, equal or stronger may be substituted -Joist roof overhangs, extensions, outriggers, and cantilevers shall per per manufacturer's recommendations. Default I -joist face mount hanger is iUS or MIU Default I -joist top flange hanger is ITS, HIT, or MIT Callout Min., use Alt 1 min., use Alt 2 min., use Connector (if blankNotes use default above) 60R 2x12 Co, "-t" 61R 2x10 @ 24" 65J 11.8 TJI 110 @ 16" 2x12 @ 16" Posts Default material is Doug Fir No 2 or better. Default bottom connection on plate: 2. A34 with TECO or screws, or 4, 16d face nails. Default bottom connection on beam: 2, A34 with TECO or screws, or PCZ. Default bottom connection on concrete: PB, or AB, or ABU, or ABW, or CBSQ Alternate bottom connection on concrete: #5 rebar or 5/8" all -thread, epoxy 6" min. into post butt, and 6" min., embed in cone. Conc embed may be wet set or epoxy. Connector (if blank callout Min., use Alt 1 min., use Alt 2 min., use Notes use default, above) 70P 2- 2x4 4x4 71 P 3- 2x4 2- 2x6 4x6 72P 3- 2x6 6x6 4- 2x4 73P (see main callouts) 74P 2- 2x4 4x4 under point load above 75P 4x4 PT 2- 2x4 PT Tim K. Garrison, P.E. 2316 Antone Way Anacortes, WA 98221 S 2 of 3 Professional Engineer TimG@TimKGarrison.cam (360) 708-1865 Walls, 2"1 Fir, and Roof Framing Structural Analysis: New Home at 4118 Brant . W f Cir., Anacortes, WA Client: Mary Tutty r, kgM 73 Building Design: Jim Dunlap F�FtAL� Job Number: T21042 1 Date: June 17, 2021 L Standard Structural Specifications`{`— Copyright, Tires K. Garrison, P.E. BASiS OF DESIGN — APPLICABLE CODES: Code. The designs herein are prepared in accordance with the 2018 IBC. Construction shall conform with the most recent building code adopted by the approving jurisdiction. Calculations. The calculations included herein are only those required to ensure compliance with code. We do not intend to compute every structural element nor every load combination. Much Of out• analysis is "Bl" (By Inspection.) ABBREVIATIONS: A: Area ICF: Insulated Concrete Form REQ or Rcqd: Required AC: Asphalt Concrete IEBC: International Existing Building Code ROW: Right Of Way BI: By Inspection IRC: International Residential Code Rt: Right BRNG: Bearing (wall usually) K: Kip ( 1,000 lbs.) S: Section modulus E: Elastic modulus or Electrical LVL; Laminated Veneer Lumber SC: See CallOUt (Ey Existing LSL: Laminated Strand Lumber SD: Storm Drain CC'L• Constiuctioncalc, [lie. Lt LeR SiP: Structural Insulated Panel CIP: Cast in place concrete NA: Not Applicable SK: Sketch CMU: Concrete Masonry Unit NB: Not Beariiig •' SOG: Slab On Grade CO: Callout or Cleanout NIC: Not Included SPF: Spruce Pine Fir Conc: Concrete OC: On Center spacing SS: Sanitary Sewer Cent: Continuous OSB: Oriented Strand Board STAG: Shear Transler Around Opening DF: Douglas Fir PCF: Pounds per cubic Ibot SP: SIPs shear wall FP: Fireplace PLF: Pounds per Lineal Foot TYP: Typical G W: Gypsum shear wall Ply: Plywood U-D: Upside -Down, hanger typically Gyp: Gypsum wall board PSL: Parallel Strand Lumber UNO: Unless Otherwise specified elsewhere GLB: Glulani Beam PSF: Pounds per Square: Foot V or v: Shear (lbs) or unit shear (pII) HF: Henn Fir PSI: Pounds per Square Inch respectively HVAC: Heating, Ventilation, and Air PT: Pressure Treated with preservative W: Wall, Full length Conditioning PW: Plywood or OSB shear wall WWF: Welded Wire Fabric 1: Moment of Inertia RC: Relative Compaction IBC: International Building Code REF: Reference, not actual LIMITED SCOPE OF CONSULTANT'S WORK: Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Garrison, P.E., doing business as ConstructionCalc, Inc., hereafter indicated as "CCI.'" Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis of a new single- family residence. CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed items not specifically addressed herein shall be built per minimum code. LOADS Following are the loads used for the subject design / analysis o Roof live: 20 psf. O Exterior wall dead. 10 psf O Roof + ceiling dead: 15 psf O Interior wall dead: 7 psf O Roof snow: 25 psf O Seismic Factors: Ss= 1.141, S1= 0.405 O Floor live: 40 psf O Seismic Des Category: "D'" O Floor dead: 15 psf o Wind Exposure `C', 3-sec gust: 110 mph. O Stairs and exits, residential, live: 40 psf O Assumed allowable soil bearing pressure: O Deck live: 60 psf 2,000 psf. O Deck dead: 10 psf. SINGLE PROJECT: The calculations, drawings, notes, specifications, and / or tables prepared by CCI are valid only for the project indicated herein. These documents are not valid, are not applicable to, and shall not be used for any other project at any other location. COMPETENT CONSTRUCTION PERSONNEL / SAFETY: Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as -built condition of the structure and related systems. MATERIALS AND METHODS: Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is the contractor's responsibility to ensure all field personnel understand and adhere to this. TEMPORARY SUPPORT AND BRACING: General. Provide adequate temporary support to ait walls, roofs, beams, columns, and floors during construction. Design of same is not included herein. Contractor or owner should check all temporary - supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. FOOTINGS, FOUNDATIONS, SLABS ON GRADE: Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Soils analysis and geotechnical engineering are not a specialty of CCI. CCI depends on others for the provision of soils data, which includes but is not limited to: allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral pressures, internal friction angle, and cohesion. In the absence of a geotechnical report CCI will make assumptions regarding soil parameters, however, CCI takes no responsibility or Liability for future settlement, or damage or injury due to earth movement or failure of any kind. Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway specifications for imported road base or sub base; or use sand or other clean granular materials no larger than pea gravel. All structural fill must be compacted per the followinZn g section. Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical (vibratory or impact) methods. In paved areas and under structures, use structural backfill compacted to 95% relative compaction. In non -paved or non -footing areas use structural backfill or native backfill minus rocks, Lumps, and organic matter, compacted to 92% relative compaction. Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, etc.) use structural fill around the structure. Carefully place and compact to 95% relative compaction under and around all pipes. When roots, rocks, or other undesirable materials cause over -excavation, fill over -excavation and compact per the above. Foundations, Footings on Soil: All footings and foundations to bear on undisturbed existing soil or structural fill. All organic and deleterious material beneath footings and foundations to be removed and replaced with structural fill. Bottom of footings to be below locally prescribed frost zone, not less than 12". Foundations, Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, dirt, moss, debris, or other deleterious substances. Pressure wash as necessary. Use bonding agent prior to pouring concrete on rock. Where rock is sloped less than 4:1 (14-degrees), no dowels into rock are necessary. Where rock is sloped 4:1 (14-degrees) or greater (up to 45-degrees max), use #4 x 18"" long dowels rotohammered min., 8" into solid rock. Rotoliaminered holes to be '/" diameter, perpendicular to face of rock. No epoxy is necessary. Dowels to be located as follows: O For continuous footings, use dowel within 6"' of ends, corners, and intersections and at 36" OC max spacing. Dowels to be centered on stemwall. O For pad footings larger than 12" square or round, use three dowels spaced 8" apart, centered on footing. If dowel is too lone to tit in footing, bend as necessary to provide 2" cover at top and / or side(s). O For pad footings equal or smaller than 12" square or round, use two dowels spaced 6" apart, centered on footing. Ifdowel is too long to lit in footing, bend as necessary to provide 2 cover at top and / or side(s). Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining material and a suitable vapor barrier (designed by others) = e recommended for all interior slabs. Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be provided at the base of all footinggs and retaining walls which will have earth placed against them. Footing drains shall be 4" perforated pipe routed downgradient to daylight, unless otherwise specified. STANDARD CONCRETE: Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of fe = 2,500 psi unless otherwise noted on Plans. Minimum cement content — 5 sacks per cubic yard. Maximum water/cement ratio shall be 0.45. All materials shall be in accordance with ACI 318, latest edition. Mixing and placing of all concrete to be in accordance with IBC and ACI 304, latest edition. Admixtures. Industry recognized and approved admixtures affecting set Time, flowability, and / or waterproofing may be used provided the strength and durability of the concrete is not adversely affected. Air Entrainment. Provide 5% air entraining in all concrete exposed to the earth or weather. Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM. C618 with a corresponding reduction in cement content. Any such concrete shall obtain at least the strength and durability characteristics as Standard Concrete listed above. CONCRETE REINFORCING: Stren,_,th-. Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars (rebar) for standard footings, stem walls, and slabs on grade shall be grade 40 (Fy = 40 ksi) or better, unless otherwise specified in the Plans. S licin T Bending. All reinforcing shall be spliced, detailed, bent, and supported in accordance with the most recent ACI code adopted by the jurisdiction. Welded Wire Fabric. Unless otherwise specified, welded wire fabric (WWF) shall be W2.9, 6"x6'' (6 Ga.), ASTM A-185. Splice by lapping one mesh +2" all sides. Cover. Provide the following minimum cover: Footings and other unfornied surfaces, distance from the bar to earth face ... 3" Formed surfaces in direct contact with earth ......2" Surfaces exposed to weather ........................ l - i /,, " For slabs on grade, center the reinforcement in the slab unless otherwise specified. BOLTS AND DOWELS IN CURED CONCRETE: General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques. Minimum concrete embedment = 4-inches unless otherwise specified. Minimum distance to any edge or end of concrete = 3'" from hole centerline unless otherwise specified. Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of existing reinforcing bars may be by non-destructive methods (pachometer, radar, or similar). Washers. Use 3"0""x.229" washers on all wood mud sill anchor bolts. Such washers may be slotted, with plate washer under the nut as allowed by the IBC. At non -mud sill locations, smaller washers may be used. Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. Non -Epoxy Systems. Use Simpson Titen HD where shown in the Plans- These anchors may be used to resist tension loads and shear loads. Install per manufacturer's recommendations. Epoxy Systems. For bolts, use Simp oiu epoxy -tie bolt system with ET -HP or SET high strength epoxy, with zinc plated, A307 'all -thread' bolts as shown in the sketches. For dowels, use ET -HP or SET high strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in strict accordance with epoxy manufacturer's recommendation. CONVENTIONAL WOOD FRAMING: General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members per the Plans and applicable building code. Where Structural Plans do not specifically address a structural element, constrict said element per minimums building code. Framing Material. All sawn framing lumber, not including beams, posts, and columns, shall be Spruce Pine Fir, Hem Fir, or Douglas Fir - Larch, Number 2 or better, unless otherwise shown. All sawn wood shall have moisture content less than 25%. Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from horizontal diaphragm to horizontal diaphragm (horizontal diaphragms are roofs and floors that connect to exterior walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. Stud size, material, and maximum length between diaphragms is shown in shear wall table. Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 or better, except where exposed to weather and specified as PT (Pressure Treated) may be Hem Fir No. 2 or better. Glulams, PSLs, LVLs, etc, shall be per Prefabricated Wood Products section below. Nails: Nails called out herein are "common" sizes, i.e. 16d, 12d, I Od, 8d. Smaller diameter, similar length nail gun nails may be substituted provided 50% more nails are used. For example if 8, 16d are called out, the number of similar length .131 diameter nail gun nails required is 8* 11.5 = 12. As another example if 16d nails are called out at 41' spacing, the spacing of similar length, narroweir nail gun nails shall be 4/1.5 = 2.71 Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall {T U 1 herein usrn materials designated for lateral load resistance b nationall -a roved manufacturers. Table b Y Y pp All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called out, or labled "NS" are not intended as shear walls and shall be built per minimum code. Sheathing. "PW"walls, use plywood or OSB, minimum thickness and mailing as indicated in Shear Wall Table, oriented either direction. '"GW" walls are drywall shear walls, use per Shear Wall Table. ShcathingJoints. Use blocking behind joints if indicated in the Shear Wall Table. With -,PW" and'`GW'" walls, no sheathing joints are allowed within 2-feet in any direction of a door or window corner. Multiple Ply Members. Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple ply king stud, trimmer, or header, connect all plies with 16d at 4" OC, staggered. Bearns, Columns. Where more than one 2x, or LVL, or LSL is placed against another and used as a multiple ply beam or column, connect all plies with glue and 2, 16d at 4" spacin�ty. Glue, Epoxy. Where specified, wood glue shall be commercial grade with minimum shear strength of450 psi at 28 days. Use Liquid Nails LN-940 or similar. Prep and apply per manuifacturer's recommendations. Epoxy used with wood dowels or drift pins shall be Simpson ET -HP, or other brand intended for wood use. Wood and dowel shall be clean and dry prior to epoxy installation. Window and Door Openings. Header. Use minimum size as called out on Plans. All headers shall be installed with their tall dimension vertical. If header is less than 3 inches wide (I.E. a single 2x or single LVL) use a flat 2x nailed to the bottom of header in an "L"_c.o»figuration with 16d at 4'" max spacing. If no header is spel if;led, the wall is assumed non -load bearing and wall top plate may serve as the header. Multiple Aq acent Openings. Where adjacent door or window openings occur in a wall, headers for each opening shall be individual members with full -height king studs between them. Each header shall use the number of king studs specified below or in the Structural Callouts. Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger of similar bearing length and capacity may be substituted for trimmer. King Stads. Unless otherwise shown on Plans use the following. These must be full -height, bottom plate to top plate, IE diaphragm to diaphragm. * Opening less than 6' wide — use min., one king stud each end of header. * Opening 6.1' wide to 9' wide — use min., two king studs each end of header. * Opening 9.1' wide to 16' wide, use min., three king studs each end of header, Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the end of the header shall be connected to the remaining top plate beyond with a horizontal CS 18 strap with ininimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside, or outside of wall. Anchor Bolts. Sheen wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the spacing shown in the Plans but never greater than 60" OC and within 12" of ends and corners, with 3" x 3" x .229" steel washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. Rotohammered anchor bolts at the same spacing may be used in lieu of wet set - see specifications in previous section. An alternate to wet -set anchor bolts and washers may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. Non -shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and corners and shall be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" min embedment wet - set, or 1/2" Titen HD with 4" min embedment. Non -shear wall anchors may be 0.145" diameter powder -actuated pins with 1-1/2" Inin concrete embedment, at 16" OC, unless otherwise shown . Decks: ,foist hangers used at decks shall be connected to all wood members with corrosion -resistant screws, Simpson SD9 or similar. Hangers shall be U or LU only (not LUS.) Ledgers shall be attached with screws or ]a<g bolts per Callouts. All hardware and connectors shall be at least mediurn-duty corrosion -resistant with galvanizing or similar. Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil, and when directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise non -reactive with metal connectors (including nails, bolts, framing connectors, etc.) or structural steel members. In certain cases non -pressure treated lumber may butt against concrete. In these cases use a layer of heavy, asphaltic -treated construction paper between wood and concrete. Blocking / Bridging. Provide continuous blocking at all bearing locations. Provide full depth bridging or blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm connection on the top . Framed floor's which support posts shall be solidly blocked within the floor cavity to positively transfer post, column, or other concentrated loads through the floor to the supports beneath. Bolts. Unless otherwise. Upecifed: Use washers on all bolts; tighten all bolts to a ve.y snug wrench tight condition; use standard A307 bolts; for bolts in wood, drill the same diameter hole as the bolt; for bolts in steel drill holes 1/16 lartier than the bolt diameter. Provide the following minimum edge distances between centerline of bolt and all edges of bolted wood, and between centerline of multiple bolts: 5/8 inch diameter bolts ................... 3 inches 3/4 inch diameter bolts ................... 3.75 inches Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, webs, etc.) shall be one inch. Engineer shall specifically approve any bolted connection using less edge distance than shown above. Lag Bolts. All lag bolts greater in diameter than 1/4" shall have pilot holes pre -drilled. Size of pilot hole in threaded portion shall be 70% of the unthreaded shank diameter (or alternatively, 90% of the root diameter of the threaded portion). Pilot hole diameter of unthreaded portion shall be the same diameter as the unthreaded shank. PRE -FABRICATED FRAMING CONNECTORS: Manufacturer: Simpson brand is specified, however any other nationally recognized brand may be used provided that they are equivalent in their ability to carry all applied loads in all orientations. Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements. The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to. Nails and screws which will be exposed to weather shall be galvanized or stainless steel. If installation risks cracking of wood, contact engineer for alternate nailing and / or alternate connector. Simpson SDS Wood Screws. Where specified, install per manufacturer's recommendations. In general these do not need pilot holes. However, if wood is old and or very dry pilot boles may be required to avoid splitting. Use length as specified in Plans but never less than required to ensure full strength. Simpson SD Wood Screws. With most Simpson connectors, Contractor may use SD9 in lieu of 10d nails, and / or SD10 in lieu of 16d nails. These are provided in 1-1/2" and 2-1/2'" lengths. Use the length necessary for full penetration into the member(s) connected. 4 PREFABRICATED WOOD PRODUCTS: Prefabricated Trusses. Where shown on the plans, all prefabricated structural roofing members shall be designed by a certified professional engineer. The prefabricated structural rooting designer shall provide to the Contractor stamped design drawings with appropriate notes showing member sizes, forces, installation procedures, blocking, bracing, etc. En,gineered Wood— General. These products must be provided, stored, and installed in accordance with manufacturer's recommendations. Failure to do this may void the warranty and diminish load carrying capacity. Any nationally -recognized brand that meets the below specifications is acceptable. I-beam Composite Web / Flange Joist Products. The contractor shall install the I -Joist products complete with web stiffeners and other blocking / bracing as shown on the Plans and / or as recommended by the manufacturer. PSL (Parallel Strand Lumber) and Versa -Lam. Use minimum 2.OE, 2,900 psi minimum allowable bending stress. LVL (Laminated Veneer Lumber). Use minimum L9E, 2,600 psi minimum allowable bending. stress LSL (Laminated Strand Lumber). Members indicated as 1.5E shall have min., 1.5E modulus of elasticity and 2,300 psi dliowable bending stress. Members indicated as 1.3E shall'have min., l .3E modulus of elasticity and 1,700 psi min. allowable bending stress. Glue -Laminated Timbers. Unless otherwise noted, all glulam beams shall be 24F-V4 DF/DF. Any that span continuously over one or more interior supports or are cantilevered, use 24F-V8 DF/DF. Use industrial appearance grade, unless visually exposed to interior living space use architectural appearance grade. Pressure Treated (PT) glulams shall be not less than 10% weaker than the above in bending, shear, and modulus of elasticity, using suitable wood species for pressure treating. All glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with manufacturer's recommendations. Tim K. Garrison, P.E. 2316 Antone Way Anacortes, WA 98221 S 3 of 3 Professional Engineer TimG@TimKGarrison.com (360) 708-1865 Standard Structural Specifications Structural Analysis: New Home at 4118 Brant lie Ir, An r C ace tes WA � Client: Mary Tutty Building Design: Jim Dunlap Job Number: T21042 Date: June 17, 2021 (7/17�b r =WWw GA