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Permit File BLD-2021-0795 4008 Saint Mary's Drive (2)
QFOwCODEc,O .]4' Apee AlMak•4, 1891 � $ jd design4Co%ti0FIELD ST . MARYS LOT A JIM DUNLAP (360) 982-0535 All construction and permanent access JIM@JDDESIGNDRAFTING.COM to be from Saint Mary's DR. Access 'Nuk from S Ave is not permitted, and would 4008 SAINT MARY'S DRIVE require frontage improvements. ANACORTES, WASH I NGTON CITY OF ANACORTES PLANNING AND BUILDING DEPT: PROPERTY INFO. LOT A PARCEL ID# P58874 APPROVED PLANS SITE ADDRESS: REVIEWED FOR CODE COMPLIANCE 4008 SAINT MARY'S DRIVE PERMIT #: BLD-2021-0795 ANACORTES, WA 98221 4008 SAINT MARY'S DR PARCEL: P58814 ADDRESS: ASSESSOR'S TAX#: 3813-015-012-0005 PROJECT DESCRIPTION: NEW CONSTRUCTION OF TWO-STORY / SEC: 30, TWN: 35, RNG: 02 _ _ APPROVED BY: I �. SINGLE-FAMILY RESIDENCE W/ ATTACHED 2-CAR GARAGE SUBJECT TO FIELD INSPECTION. APPROVED PL SSHALL NOT PARCEL SIZE: 1150 S.F. BE ALTERED WITHOUT AUTHORIZA ON. PROPERTY OWNERS: KEYSTONE PROPERTY SERVICES ZONING DESIGNATION: R2 1001 8TH STREET ANACORTES, WA 98221 w U Z BUILDING CODES Project will be PROJECT INFO. CONSTRUCTION WILL COMPLY WITH: reduced to less than w 3601 fire area. Back MAIN FLOOR LIVING SPACE 1310 S.F. BUILDING it STRUCTURAL 2018 IRG deck will shrink a tad. UPPER LEVEL LIVING SPACE 1221 S.F. MECHANICAL 2018 IRG Q PLUMBING 2018 UPC <ail ENERGY VENTILATION 2018 WSEG TOTAL LIVING SPACE 2531 S.F. J • GARAGE 599 S.F. Z cn • COVERED FRONT PORCH 308 S.F. } O • . COVERED BACK PATIO 114 S.F. 0 O • ii ~ W .• J NOTE: SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE O FACE OF WALLS OF ALL FINISHED SPACE. STAIRWELLS I— } • ' • ARE COUNTED ONCE, APPROX. HALF ON TOP FLOOR, L_ r i HALF ON BOTTOM. OPEN TO BELOW SPACES ARE NOT O CC otoi5M * INCLUDED IN CALCULATIONS. GARAGE AREA IS 0 • tin IMili — — CALCULATED SEPARATELY. F• UM Z cn coZ • cn , r •: 1:: LOT COVERAGE z w �� F- BUILDING AT FOUNDATION 1948 S.F. w Q U U COVERED FRONT PORCH 308 S.F. 0 z Q COVERED SACK PATIO 114 S.F. Ct N Q TOTAL LOT COVERAGE 2430 S.F. _ _ _ —riNk �t .� ��� � � �'�'i PERCENTAGE OF 1150 S.F. LOT 34.0% _i_i III . i i ' . . F IMPERVIOUS . ,`r SURFACE VE 0 � "�"'7 �� / UNDER ROOF (INCLUDING EAVES ir OUTDOOR MI COVERED AREAS) 2181 S.F. MillIllIlMmmollIllill".IIII.MIMIImmiwmnmnmmm:y ' PAVED DRIVEWAY/WALKWAY (NOT UNDER EAVES) 456 S.F. TOTAL IMPERVIOUS SURFACE 3231 S.F. PERCENTAGE OF 1150 S.F. LOT 45.3 % FIRE AREA Ill CI DRAW I N G INDEX MAIN FLOOR FIRE AREA (INCLUDING OUTDOOR COVERED AREAS) 2430 S.F. OM Al COVER PAGE UPPER FLOOR FIRE AREA 1263 S.F. "" r:,::� TOTAL FIRE AREA 3693 S.F. CC A2 SITE LANDSCAPE PLAN 27`f ,30-- s z W ith0 O A3 FOUNDATION ir MAIN FLOOR FRAMING PLAN �=lI,} "'hs' Na��g Ma;Tha. Mndr In F,a,; _ ENERGY CREDITS N U A4 MAIN FLOOR PLAN "'`° Xad,en washin `°" ' O 3i,s;� �R �� rry LIVING SPACE IN THIS BUILDING IS THAT OF A MEDIUM DWELLING UNIT L. GENERAL NOTES A5 UPPER FLOOR PLAN (BETWEEN 1500 - 5000 S.F.)WHICH WILL REQUIRE 6.0 CREDITS 0 (1) A6 UPPER FLOOR FRAMING ir LOUJER ROOF < - .,1 OPTION DESCRIPTION CREDITS • HOUSE SHALL BE HEATED BY DUCTED HEAT 1 PUMP AS NOTED IN ENERGY CREDITS. FRAMING PLAN �'� th u se K E Stith 5 v;,a •1.3 R-38 FLOORS (R-10 UNDER SLAB)it U-0.28 0.5 WATER SHALL BE HEATED BY ELECTRIC HEAT DRAWN BY JAD MrnngyLera � a srn,r fsm5! �� D WINDOWS � DOOR AVERAGE PUMP WATER HEATER AS NOTED IN ENERGY SCALE I/4" = I O UNO Al UPPER ROOF FRAMING PLAN °- ,,, r'� I ° DayCREDITS. Ssa[a}Ip f 2 5Pvr 2.2 2.0 AGH50, ENERGY STAR 0.3 CFM/SF t.0 JD JOB# I32 NC2I-KEYS 37d,A AS BUILDING SECTIONS A — A it B — B n, 3.5A HSPF 11.0 CENTRALLY DUCTED HEAT PUMP 1.5 DATE 08/02/202I nth 4t Nth S• £s 4.1 DUCTS IN ATTIC TO SE BURIED IN INSULATION 0.5 A9 BUILDING SECTION C — C DETAILSREVISIONS 4Qn]4iEW AVEIEVE 4 6"Orf, a 5.4 ELECTRIC HEAT PUMP WATER HEATER 1.5 A10 ELEVATIONS EAST it NORTH - µ, 4008 Saint Mtarys Or, HEAT HP FUEL EQUALIZATION HEAT PUMP CREDIT 1.0 IF Anacortea. A 98221 All ELEVATIONS WEST it SOUTH .1'r it TOTAL ENERGY CREDITS 6.0 Al2 DETAILS Si STRUCTURAL DRAWINGS lir DETAILS S2 STANDARD STRUCTURAL SPECIFICATIONS VICINITY MAP Al SHEET 1 OF 12 QFOWCODECO w4�A Y7 °{ m ,,, 4,, 1891 ,,4J , $ jd design �k FIELD v---- EROSION CONTROL JIM DUNLAP NOTES (360) 982-0535 JIM@JDDESIGNDRAFTING.COM • 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 it SITE DRAINS IN 4" PVC TIGHTLINE $ I LOT A SEND TO ON-SITE INFILTRATION SYSTEM AS NOTED IN DRAINAGE PLAN. • KEEP DRIVEWAYS/PAVED AREAS SLOPING AWAY 0 / FROM HOUSE. 12'-0" P58873 / / 26"-0,- 12' 0" I NEAREST FIRE HYDRANT LANDSCAPE NOTES _ _ APPROX. 180" TO NORTH AT _ S 88°25'29" E 102.14" • APPROXIMATELY 3800 S.F. OF THE 1150 S.F. LOT -V — — — - _ _ _ ENTRANCE TO ST. MARY S WILL BE LANDSCAPED WITH EITHER GRASS OR `�' `v I I I PLANTED AREAS (THIS IS APPROXIMATELY 53% OF '� / ^^ THE LOT). THERE WILL BE A MINIMUM OF (l)TREES (ORlirt 4A41, .� — 5' SIDE BSBL TREE CREDITS)INCLUDING BOTH NEW AND AN r�` s 4 1 EXISTING TREE, WITH NO MORE THAN 30% BEING OF .V��� 1 T0 ,. 04/10�� THE SAME SPECIES. EVERGREEN TREES SHALL BE II a a ° ® I MIN. 8" TALL, WHILE DECIDUOUS TREES SHALL HAVE * ___ V 1 oi/ • ANY MIN. I 1/2" CLIPER AT TOHEST HEIGHT. ON PROPERTY IP o: IP ° / ' 1 w€3 �� Y�•1 w EXISTINGTREESBE RETAINEDa ° / b p OR IN RIGHT OF WAY MUST BE FENCED AT DRIP LINE a� °COVERED // I I \, \i I w CC + lo. FENCING TO REMAIN IN PLACE FOR DURATION OF I H H H H H H / LAWC}- °-\ CONSTRUCTION. P / / ° OCR T ° PATIO / COVERED I i* V o i I L ° a L rt / PpIRCH / �__ I I $• LU �L I I I ile* I CD z 0 < LANDSCAPE CALCULATIONS I - / I �' ° I CC I �' SITE AREA 7150 S.F. // I OZ IcE I // �, I I 5 0 W % OF SITE AREA TO BE 20% MIN. R2 ZONE � � / I �\ � °' i O LANDSCAPED (PER AMC 1430 S.F. REQUIRED 'IP n / I -. ) 3800 S.F. PROPOSED I H. /// --� �'-6" o TABLES 19 42 020 030 m I- 0 \, : , p \P COMPLIANCE WITH AMC TREE UNITS REQUIRED' 1 6; H ° H ° / I ° � �� I O_ CH. 16.50 TREE TREE UNITS RETAINED: 0 DILI m H. w \ T j I 'P° ° ° (D i z Um PRESERVATION TREE UNITS PROVIDED: Z 1 .1z \ • (I)NEW EVERGREEN TREE ,� \V ° �� O Q V° „ A °1' Q O LUI \ < u3 \ 00 (MIN. 8' IN HEIGHT) \ I \ CURB GUT (TYP.) z Q o zv �.• (6)NEW DECIDUOUS TREESI I \ - J ° 4'_0,a O o =CMIN. 2 CALIPER @ 6° \ / / 2 6 2 Q * * * * H la I I, H V iril-, U ABOVE GROUND) A\ ° I LAWN V I IH TYPE "I' DRIVEWAY Z w I PER 30' OF FRONTAGE H. PROPOSED \V -- ° I I ■ CC # I- ENTRANCE, PER ATTACHED U • p EL J * la LLJ I— „ „ „ „ I WSDOT STANDARD DETAIL NUMBER OF REQUIRED J p STREET TREES l0' LINEAL FEET OFCD 1 „ „ „I R E S I E N C E \\ _ I a L- -J 14): w U FRONTAGE = 3 STREET TREES iâ _J °—� ,__(-4—__ 000 Q ��� �� X z Q cn Q I I Mir AM , ,, , \i, i \,, I ° ° a a a H H. H. H. H. H I a BMP'S ap a a° 0 OBMP C105: CONSTRUCTION ENTRANCE. PROVIDEI PROPOSED a ° 14111- ° ov \I * I CONCRETE 12' WIDE X 20' LONG (MIN.)CONSTRUCTION ACCESS ° DRIVE AY W/ CRUSHED ROCK BASE CONC. DRIVEWAY ATTACHED °�� ° ° a ° m LOCATION. I GARAGE ° 2 °° BMP CII1 CONSTRUCTION ROAD/PARKING AREA. ['r ° O LOTA ° Z 2 USE FUTURE DRIVEWAY/PARKING AREA. a ° * 5' SYDE BSL BMP CI23 TEMPORARY SOIL STOCKPILE a ° O LOCATION. COVER STOCKPILE W/ STRAW OR ° VISQUEEN ir INSTALL SILT FENCE AROUND DOWN ;^ ° I- SLOPE SIDE(S). 'n ° _ — _ POWER _° ° N BMP GI54 DESIGNATED CONCRETE WASH OUT0 I — _ cv \ AREA -.4 _ _2, - -t7---___44TE_______R 1, W BMP C2303 SILT FENCE. INSTALL SILT FENCE ON I ODOWNSLPE SIDES OF CONSTRUCTION SITE. LOT B0 HEAT PUMP _GONG. PROPOSED POWER 11 NOTE: SILT FENCE WILL ALSO DESIGNATE 40'-1 I/4 PAD LOCATION LOCATION CONSTRUCTION LIMITS, PROTECT NATURAL AREA IN 42'-0'" 0 STREAM BUFFER ZONE, AND PROTECT THE TREE I 'I 20-2 PROPOSED WATER TO BE RETAINED. / METER LOCATION 1 0 Z SITE & LANDSCAPE LEGEND Zoa0 EVERGREEN TREE U r U) 'M O wSITE & LANDSCAPE PLAN DECIDUOUS TREE LU NORTH SCALE: 1/8" = I'-0" QCD 00 SHRUB/BUSH W 4 4 , LAWN DRAWN BY JAD SCALE AS NOTED PAVED (CONC.)SURFACE JD JOB# 1321NC21 KEYS DATE 08/02/2021 DECK CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" REVISIONS PROPERTY LINE — — BUILDING SETBACK LINE OF BLDG. FOOTPRINT /V A \, A y , A,\ yA v\ yVA - LINE OF ROOF UTILITY LINE SILT FENCE CONSTRUCTION ENTRANCE - - - - - HIGH VISIBILITY FENCE CROSS SECTION A2 SHEET 2 OF 12 t 4..° CODE cu A s` G1T {9.. Y 0 m � 1891 3Jd design -��� 4CagS 6s`o or•, ,ec U Q FIELD, S Q JIM DUNLAP (360) 982-0535 58' 0" JIM@JDDESIGNDRAFTING.COM / / 44'-0" 14'-0" 'Ilw / I I / / FOUNDATION NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. LI • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS ACCOMPANIED WITH PLANS TO SUPERCEDE ALL INFORMATION ON ARCHITECTURAL DRAWINGS. FOR ANY DISCREPANCIES BETWEEN ENGINEERING AND LOT A ARCHITECTURAL DRAWINGS REFER TO ENGINEERING. • FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL r or SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN 18" DEPTH BELOW GRADE. • COVER CRAWL SPACEm GONG. PATIO m GRADE WITH HIGH DENSITY N N 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 43'-9 1/4" I4'-2 3/4" GRANULAR MATERIAL COMPACTED TO 95%. / y1 / • 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. I- I I1 ° . I—I 1 ° ° ° a [ t° - ° ° ° °° " ° ° ° ° ° —,-� ��° I° • WIRE MESH TO BE USED IN CONCRETE SLABS, L w POSITIONED IN MIDDLE THIRD OF SLAB. I I I I I I I I I I I z I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 w • USE HIGH DENSITY POLYETHYLENE HIGH QUALITY FLC� z VAPOR RETARDER UNDER CONCRETE SLABS IN „ TJl 110 — GARAGE AND BASEMENT. 11 CIS @ 16, p.G. 1 JOISTS AI2 • A WATERPROOF MEMBRANE IS TO SE USED ON WALLS BELOW GRADE. T — 16" X 8 VENT TYP. (11)P >- FOUNDATION I I L_ I I I I I I I J I I I I I I I I I I w • DRAIN TILE WITH DRAIN HOLES TO SE INSTALLED NEXT `Q U I I I I I TO PERIMETER FOOTINGS. . _I J• A LAYER OF ROUND, WASHED, DAINAGE-GADE ° (:Ei) 0. _1 GRAVEL IS TO BE USED OVER DRAIN TILE, NEXT TO I II = I I I I I I I I Z F FOOTINGS. 30-LB. FELT PAPER IS TO SE USED OVER ° I I I I I I I I I X THE GRAVEL -I r-. I 0 ct 4� G A L S A E > • ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT \ O WITH CONCRETE TO SE PRESSURE TREATED. P 7 CO ER U/ 6 IL. P LY I w vA OR AR IER ° 4- > • BEAM POCKETS IN CONCRETE TO HAVE 1/2" • `° X p.G. I I I I I I I CC O I I I I I I I I I Jo1T5 @ 16 I I I AIRSPACE AT SIDES it ENDS WITH MIN. BEARING OF 3". �_ " T J 360 FLp a 1- w N >- • FOLLOW ALL JOIST FRAMING DETAILS PER J C 11718 I O u) MANUFACTURER. 4 x 12 R 3.5 X 1.5 CRAW SPACE Az:GESS ► zio • PROVIDE BLOCKING ABOVE ALL SEARING WALLS GL THIS BAY I PASSIBLE LOCATION PEFk O km AND BEAMS. _� I I I I I I I I I I I I I I I GO�TRAGTOR DISGRETIOhJ _ csv Z OZ • ALL CONNECTORS AND FASTENERS IN CONTACT WITH P ° I�\ IU. Q PRESSURE TREATED WOOD SHALL SE HOT DIPPED e ik� 4 Cl) < aj GALVANIZED OR EQUIVALENT PROTECTION. I IMr z o = co • ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR ° I I I I I I I I I I Q I I I I I I I I I I I I I , 2 6 2 SPACES. ACCESS OPENING THROUGH PERIMETER L J ° L — WALL SHALL SE NOT LESS THAN IS" X 24". IF ANY 4 X 8 MIN TYP. Z w 0 PORTION OF THROUGH-WALL ACCESS IS BELOW \ \ _1 1:3 ® —® • LL o # GRADE AN AREAWAY NOT LESS THAN 18" X 24" v Q w SHALL BE PROVIDED (IRC R408.4). I I I I I I I I I v • 15' I I 15'-3"I I I '�'-2 1/2I" I I 15'-10�' I 4'-5 1/2" 4'-5 1/2" 4'-5" I- z Q • CONTRACTOR TO COORDINATE FOUNDATION ir SLAB BLOCK-OUTS W/ MECH. ELECT. FOR SIZE 10 ✓+ / / / / / J LOCATIONS. Al2 / :•,:, N Q > I s IN • ALL CONCENTRATED LOADS FROM ROOF TRUSSESNt „ O G. J I I I I I I I MUST SE TRANSFERRED TO THE FOUNDATION WITH A ° 8' 5" 13" 1" .1 1 I I I I I I I I FLppR I1O19T� @ 16 BUILT-UP POST AND FOOTINGS AS REQUIRED. VERIFY / / / 11-1I 'NI 10 X LOCATIONS WITH TRUSS ENGINEER AND/OR ° •I I tn STRUCTURAL ENGINEER. I I I I I I I I I I J ° ° °I r \ \ CRAWL SPACE 4 CI 7 VENTILATION rAl2 ' I I I I I I I I I I I I I I 1 15--,„ I I 1 5,_04 I 1'4,' m I GARAGE SLAG - L 1 _ / 1 / / / Z PROVIDE VENTILATION IN CRAWL SPACE WITH 4" CONCRETE SLAB W/ REINFORCEMENT � _ _ FOUNDATION VENTS. PROVIDE 1 S.F. VENTING PER m ° OPTION PER ENGINEERING, OVER 6 MIL r° ° 1 I IA I r 150 S.F. OF AREA. n ° n n n n n n n n n n n n n n° n _ ~ \ Z POLY VAPOR BARRIER, OVER 2" RIGID J I I I L- I I J I CRAWL SPACE = 1428 S.F. INSULATION THROUGHOUT, OVER 4" 1428/150 = 9.52 S.F. OF VENT AREA REQUIRED 4 COMPACTED GRANULAR FILL ° will( O 9.52/0.56 NET FREE AREA VENT I I I I I I I I I I I `v = Cm)VENTS REQUIRED MIN. (16" X 8" DIM.) ° -yG JOISTS �' 16 O•C• I I I I P� I I 2X5T. D VENTS TO SE COVERED WITH 1/4" CORROSION TYP. (2)PL. LI RESISTANT WIRE MESH. a I I I I I I I I I I I I I I � Z LOCATE ONE VENT WITHIN 3 FT. OF EACH CORNER \ I I I cv OF BUILDING. I T Z 2 gin - — L!J Lf - ' A L__J O Q \ lar ° TYP. (4)PL. FF 44 L J ° < II- " P\ I I�° ° ° \ \ Q re z Z o O IT DO 2'-10 1/2" 16' 3" 2'-10 1/2' l"-9" 5'-6 8"-9" I I' 0" 3' 0'" u / / / / / / / / / LLJ o 0 _i 22'-0" I 22' 0' I 14' 0" 0 / I / I / / 58-0" / / DRAWN BY JAD SCALE I/4" = I'-0" UNO FOUNDATION LEGEND JD JOB# 1321NC2I-KEYS oi u Q Q DATE 08/02/2021 .° FOUNDATION STEM WALL REVISIONS FOUNDATION FOOTING SEE ENGINEERING PAGES FOR HOLD FOUNDATION & MAIN - FLOOR JOIST DOUJN LOCATIONS it SPECIFICATIONS — GIRDER/BEAM FLOOR FRAMING PLAN OUTLINE OF WALLS OF . SUPPORTED FLOOR / 0" O SONOTUBE ® POST A3 n JOIST OR SEAM HANGER SHEET 3 OF 12 t 4..° CODE c-4,A m � llialk � i �oz Jd design �� 4CW6s` ��T ,Sec al oFrELn, Q FLOOR PLAN NOTES \ JIM DUNLP (360) 982A0535 58'-0" / / JIM@JDDESIGNDRAFTING.COM • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND I2'-8" 4'-8 I/2" 3'-3" 5'-0" 18'-4 1/2" I4'-0" CONDITIONS IN THE FIELD. / / / / / / / lw • CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY I I2 I I 1/2" 6'-6 3/4'" 3' 3"I 3' 3" 5' 3 3/4" 6' 9 I/4" ,' 2 3/4" OTHER ROUGH OPENING SIZES WITH OWNER/ / I _ / / I / / / / / 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. 17 • ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 \ \ z \ \ STUDS AT 16" O.C. AND SHEATHED WITH 1/16" OSB PLYWOOD OR BETTER WITH 15# BUILDING PAPER. .2'�e : LOT A • ALL INTERIOR WALLS TO aE FRAMED WITH 2 X 4 -I-y�� STUDS AT 16" O.G. AND SHEATHED WITH I/2" GYPSUM �Qt7 ,. WALLBOARD UNLESS NOTED OTHERWISE. z ° ° • 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. � COVERED PATIO m ° Q • PROVIDE SMOKE DETECTORS ON OR NEAR THE n CONCRETE ° °° CEILING OF EACH FLOOR, IN ALL BEDROOMS, AND JUST OUTSIDE EACH BEDROOM. SMOKE DETECTORS a ° ° TO BE WIRED TO THE ELECTRICAL SYSTEM WITH ° ° BATTERY BACKUP (IRC R311.1 R311.2). ° ° a °• BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETING °° ° ° ° ° THE FOLLOWING CONDITIONS: WINDOW SILLS TO BE O O O O O °° ° ° °� WITHIN 44" OF FINISHED FLOOR WITH A NET CLEAR OPENING OF 5.1 SQ. FT. MIN. THE OPENING TO HAVE 3056 SH 3056 SH 3056 SH 3056 PIC 3056 SW 6080 SL DR ° ° a ° MIN. CLEAR OPENING HEIGHT OF 24" AND WIDTH OF \ \ ° 20" (IRC SECTION R310). z868 ■ r //'i�/l� I • ALL SHOWER AREAS TO BE FINISHED WITH A SMOOTH, �� Z O� z HARD NON ABSORBENT MATERIAL TO MIN. 12" _ J 2v• - Lu o NASTALLEDOvE RAIN OVERLET.WATERSRESISTANT I PLASTER L�co 7 Lu BOARD. LAUNDRYIMUD 0 ,� _ ® J • TOILETS TO BE LOCATED IN AREA WITH MIN. 30" �� \ co EX. WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE -co \O 4 AN `� Q p HOLE HOUSE DIRECT-VENT GAS NO CLEARANCE OF MIN. 21" IN FRONT OF TOILET. TOILETS A / ,n 6 FIREPLACE. CONTRACTOR C w TO BE LIMITED TO 1.6 GALLONS PER FLUSH. OFFICE m O J T < CONSULT MANUF. SPEC. ;� FOR FRAMING REQ'MENTS Z • PROVIDE ATTIC ACCESS WITH REMOVA6LE PANEL ,n ri D m DINING �,� Cl) WITH MIN. 22" X 30" OPENING AND 30" 0 s UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 X 12 , � O MEMBERS. O,0 2868 LIVING ROOM sp%; '; / r G • PROVIDE EXHAUST FAN IN KITCHEN AT MIN. 100 CFM 01 m O AND BATHROOMS AT MIN. 50 CFM. ALL FANS AND 0 , / - 0 ii DRYER EXHAUST TO BE VENTED TO OUTSIDE OF 3-6"' 3-6"t / % ' RESIDENCE. \ 0 I/2" GWa 2668 z • PROVIDE MIN. I/2" GWB OR EQUIVALENT TO GARAGE / -- -- �'-'-~-' -~ i SIDE, 6ETWEEN GARAGE AND RESIDENCE AND/OR FA s 5068 9' CEILING HT. THROUGHOUT j o , — 5m GARAGE AND ATTIC (IRC R302.6). ® - • PROVIDE 1-HR. FIRE-RESISTIVE CONST. 5/8" TYPE 'X' °7 MEONDI,ON OR. BENCH CLOSET j CC I— ix Q Oz GWB ON GARAGE LID FOR FIRE SEPARATION UNDER A \ , A U 0 5/8" TYPE 'X GWES LID % _ _ c~n z HABITABLE SPACE ABOVE GARAGE (IRC R302.6). AS r m 3-6" 4"-3 1/2" 5" 4'" 3-4 2'-0 ,� AS 0 o • DOOR BETWEEN HOUSE AND GARAGE TO 6E 1-I/2" p 02 Q 00 st THICK SOLID CORE, 20-MIN. SELF-CLOSING ,n �4 Z X 'n N 3"-9 I/2" 3' 6" m J z w FIRE-RATED DOOR �R302.5.1). _ } j �` 7EX. 0 l-LL # • PROVIDE FIRESTOPS AT ALL APPLICABLE 3068 \ 2 X 6 _ • o 3 068 U LOCATIONS, INCLUDING HOLES AND ANY OPEN AREAS. �\ A % % C w Q o w Ce • ALL ELEMENTS AND SWITCHES FOR FURNACE AND 0,5,50/ orr, UP 16 R `� g Si Q WATER HEATER TO BE IS" MIN. ABOVE SLAB. r„A m • PAN -Y N I/2" GWB @GARAGE In 20-MIN. FIRE RATED WALL TO HOUSE Q KITCHEN Fa STAIR NOTES SELF CLOSING DOOR J LSD/GO rj 8-I 0 1/2" ®,, • STAIRS TO 6E FRAMED WITH MIN. (3)2 X 12 ® 13"-1 I/2 O ENTRY• STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER. D PROVIDE FIRE BLOCKING 6ETWEEN STRINGERS AT 4 _ _ �., .q o REF - carrj, I---J TOP, MIDDLE AND BOTTOM, AND BETWEEN STUDS rA J -� o 7 ALONG THE RUN OF THE STAIRS. A EX. - _ _ _ ff cif AN r • MINIMUM HEADROOM CLEARANCE TO BE 6"-8" � 4046 DBL CSMT VERTICALLY ABOVE TREAD NOSING TO NEAREST % 0! PWDR 0 OBJECT ABOVE. s I / T--T ,� 1 0 0 P-q • STAIRS TO HAVE MAX. RISE OF 1-3/4" AND MIN. RUN 'm / I w I w - () X - OF 10" WITH NOSING OF 3/4'" TO 1 I/4' NO RISER TO U �, U " 6E LESS THAN 4". DIMENSIONS BETWEEN RISE AND Ird L Q Q J / 3080 r' RUN ARE NOT TO VARY MORE THAN 3/8". ep.&;; �,; � ' F'; %/;;; ;;% ;;;; /;;;/;/;;;;;';;;;;;;;;; \ \ • ENCLOSED USABLE SPACE UNDER STAIRS TO BE N 0 0 2036 SH I-HR. FIRE-RESISTIVE CONST. 5/8" TYPE 'X' GWa. GARAGE 5/8" TYPE "X GWB LID �4 D HANDRAIL NOTES VA / COVERED PORCH FRAMED DECK • HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 4ON ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR : .0 liti FLIGHT WITH (4)OR MORE RISERS. • HANDRAIL HEIGHT, MEASURED VERTICALLY FROM CC m 4 THE SLOPED PLANE ADJOINING THE TREAD NOSING 4 F ® m F SHALL BE NOT LESS THAN 34" AND NOT MORE THAN I c^ 0 38". O • HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS Q Q• FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT �, +ca ". DIRECTLY ABOVE THE TOP OF THE RISER OF THEVA lO Q FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST Fd RISER OF THE FLIGHT. 16' W X 8' H O.H. DOOR U. Z • HANDRAILS SHALL BE OF THE REQUIRED GRIP-SIZE \--„- 0 PER R311.1.8.3. 0 Z c7 U mom 3"-0" 16-0" 3"-0" 10"-6" 3-2 1/2' 2' 0 3" ,I ,"-0" 4"-0" FLOOR PLAN LEGEND N Q / / / / / / / / / / / GUARDRAIL NOTES Lu 0 13'-81/2" Jr 2'-41/2" 5'-11'" 11'-0" 3'-0" 2 I / I / / / 2 X 6 STUD WALL a • ALL UNENCLOSED FLOORS, LANDINGS, BALCONIES OR PORCHES THAT ARE MORE THAN 30" ABOVE 22'-0" I 22'-0" I I4'-0" GRADE OR FLOOR BELOW SHALL BE PROTECTED BY / / / '/ %-�= ''-�=�-�='%�-�='� 2 X 4 STUD WALL A GUARDRAIL THAT IS MIN. HEIGHT OF 36". DRAWN BY JAD 58' 0"• OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS / / SCALE /4" = 0" UNO SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH AT ANY POINT. DECK JD JOB# 1321NC21-KEYS • GUARDRAILS SHALL aE ATTACHED TO THE DATE 08/02/2021 STRUCTURE IN SUCH A MANNER TO WITHSTAND A SINGLE CONCENTRATED LOAD OF 200 LBS. APPLIED m co IN ANY DIRECTION AT ANY POINT ALONG THE TOP. U Q Q CONCRETE PATIO REVISIONS i. EXHAUST FAN \ MAIN FLOOR PLAN 'ID SMOKE DETECTOR D/GO SMOKE/CARBON SEE ENGINEERING PAGES FOR SHEAR • AlSCALE: 1/4" = 1'-0" l•J MONOXIDE DETECTOR WALL PLANS ' SPECIFICATIONS 1310 S.F. LIVING SPACE _ 599 S.F. GARAGE El POST SOFFIT OR LINE OF BEAM S.G. SAFETY GLASS A4 SHEET 4 OF 12 t �Oog CODE co A 4.f CAW n m ��� 4C0*1891 � �`o 3Jd design FIELD JIM DUNLAP (360) 982-0535 ENERGY CODE NOTES JIM@JDDESIGNDRAFTING.COM • CONTRACTOR TO ADD ADDITIONAL FRAMING OR lw BLOCKING AS REQUIRED TO MEET CURRENT ENERGY CODE REQUIREMENTS. • AIR LEAKAGE. SOLE PLATE IS TO BE CAULKED OR U Q al Q GLUED TO FLOOR. RIM JOIST SETUJEEN STORIES TO SE CAULKED/SEALED. ALL HOLES IN BUILDING ENVELOPE ARE TO SE CAULKED/SEALED INCLUDING SUT NOT LIMITED TO ELECTRICAL, PLUMBING ; HVAC PENETRATIONS. OUTLETS, SUJITCH BOXES AND 44-0 RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO SE CAULKED/SEALED WITH APPROVED 13'-0" 2'-4 1/2" 13'-4 1/2" 6'-3 1/2" 8"-I1 1/2" LOT A SEALANT, OR HAVE FOAM GASKETS INSTALLED. ALL / / / - / / RECESSED LIGHTS ARE TO SE IC RATED, AIR TIGHT SEALED TO SURROUNDING GWB. ROUGH OPENING 4'-1 1/2" 8-4 1/2" 2'-0""I 3-3"' 8'-1 1/2" 2'-O" 4'-3 1/2"I 3'-0"" 5"-11 1/2" AROUND ALL WINDOWS ; DOORS TO BE / / / / I / / / / I / / / SEALED/CAULKED. • ALL CEILING EXHAUST FAN DUCTING TO BE INSULATED L O O O K AS PER CODE, TO HAVE AS FEW SENDS AS POSSIBLE, AND TO TERMINATE AT THE EXTERIOR OF THE BUILDING. 2030 SH 30E6 SH 3056 SH 2030 SH 40301SL • INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO \ \ ` �� �' i i',"''''''''' "/ '������� �� \ NOT COMPRESS. CUT TO FIT AROUND WIRES, PIPES ; A Q or EGRESS EGRESS OUTLET BOXES. E o 04 • ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED 0, 0 0 E 0 ,] 04 HABITABLE SPACE TO HAVE SEALED JOINTS, CORNERS - O cn SOOTS, AND INSULATED IN ACCORDANCE WITH WSEG 'P EX. Y Q X PRIMARY 6, 2015 EDITION SPECIFICATIONS (""WSEG 2015"). .4 eAN BATH 2 0 Q `� ([1 — o a4 • A ONE PERM OR LESS VAPOR RETARDER CIE: KRAFT r A -0 0 i BATH rA o PAPER, PVA PAINT, ETC.)IS TO BE INSTALLED ON THE 0 ° rj WARM SIDE OF ALL INSULATION. 8\ s L4BEDROOM 3 ('�EANX. 1 w • ALL RECESSED LIGHT FIXTURES IN THE THERMAL eA c^ Z z ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND 0 % u! 0 SO LABELED, OR SEALED AROUND THE EXTERIOR IN AN Z �� �� J W APPROVED MANNER TO BE AIR TIGHT. 0 0 z w • ALL WATER PIPES IN UNHEATED SPACES TO SE CLOSET J INSULATED IN ACCORDANCE WITH WSEG 2015. c^ % % 7 0 7 - • EXTERIOR DOORS TO BE ADJUSTED SO gD/GO �� �? �' c� WEATHER—STRIPPING, THRESHOLD, ; DOOR SWEEP ARE ‘e4m n v i 9 T-- T w WORKING PROPERLY SEAL WELL. % el 0 1 N 266 % VA J 1 V V 1 CLOSETrA v Z_ • BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT % 2668 2668ik wee 0 - 0 i V40 CONFORMANCE WITH MANUFACTURERS � 0 N ! 8 1/2 $2 L Q Q . 40 >- RECOMMENDATIONS FOR DENSITY ; COVERAGE. a D cp i cA O0 PROVIDE VENT BAFFLES AS REQUIRED ; INSULATE 0 _ .,i 0 lJ CLOSET _ _ w WEATHER-STRIP ATTIC ACCESS DOOR. 2'-I 1/2" nred 0 • PROVIDE MAKEUP AIR WITH FRESH AIR DUCTED 1 0 DIRECTLY INTO THE RETURN AIR PLENUM OF THE v 6"-0'" / / 3"-1 1/2" '-'- '-'- '-'- '-'- '-'- `� 1—FURNACE SYSTEM. INSULATE THE DUCT IN ACCORDANCE N p >- TO WSEG 2015. PROVIDE DAMPER TO REGULATE cp N ,� VA• u! 3'-6'" ..44 v D O INCOMING FRESH AIR. .4 • ALL GAS COMBUSTION APPLIANCES, EXCEPT STOVES ,� O m w re U5:LL z o CLOTHES DRYERS, TO HAVE COMBUSTION AIR DUCTED BEDROOM 2 COMMON _ DN 16 R 5'-3 1/2" 3-2 1/2" 5'-9" 14H Q DIRECTLY TO THEM. il J O LINE OF FLOOR BELOW ►I z kr)• ALL COMBUSTION EXHAUSTS TO SE SEPARATED SY A N u1 Q O o Z C . < o0 MIN. 3 VERT. ; 10' HORIZ. C s w 7,4 2 6 rE u v � w ,4\JP PRIMARY i w a o ,iWHOLE HOUSE ���e Q BEDROOM O '� Q Q VENTILATION Ar ■■ OA _IONE OF THE FOLLOWING METHODS WILL SE USED TO MEET • \ \ 7 2030 G$MT 20�0 CSMT THE REQUIREMENTS OF THE INTERNATIONAL MECHANICALrA CODE (IMC)CHAPTER OF THE 2015 IRC: i 4 r rA (A). A SINGLE WHOLE-HOUSE EXHAUST FAN, WHICH CAN v 74 PERFORM DOUBLE DUTY AS A ROOM SPOT FAN, IS REQUIRED. FAN MUST SE CONTROLLED SY TIMER SET TO i ;,;;; /;-/-,;;,:;;;;- ;,;;%" OPERATE MIN. OF 8 HOURS PER DAY. THE CFM 3050 PIGAr FA CAPACITY OF FAN MUST SE 0.25 W.G. AND HAVE MAX. m SONE (NOISE)RATING OF 1.5. MIN. SIZE OF FAN MUST BE ,� 0 EGRESS EGRESS 105 CFM. \ �%%%%%%/%%%/,;;%%;;'s/%0000 \ \ \ 3056 SH 3056 SH (5). FRESH AIR WILL BE CIRCULATED BY THE CENTRAL FORCED AIR FURNACE SYSTEM. FURNACE MUST HAVE C C FRESH AIR INTAKE DUCT AND BLOWER MUST BE ACTIVATED SY TIMER TO CIRCULATE DAILY. INSULATION VALUES Z WALLS5 ABOVE GRADE BELOW GRADE R-2I R-21 a CEILING FLAT VAULTED CC R-49 R-38 O FLOOR CRAWL SPACE* SLAB ON GRADE 0 4'-2"' 2'-3" 3'-4 1/2" 3'-10 1/2" 3'-10 1/2" 5'-8 3/4" 3'-3'" 5'-8 3/4" R-30 R-10 / / / / / / / / / / 11"-9 9'-9 1/2 I / I * R-30 INTENDED FOR USE WITH 9 1/2" LL I-JOISTS. IF 11 Vs" I-JOISTS USED THEN R-38 INSULATION TO SE INSTALLED. 21'-6 1/2" I l'-9 I 14'-8 1/2" Z CC / J' / / o W 44"-0" IT I WINDOW SCHEDULE / / FLOOR PLAN LEGENDLU II w a O (I)2'-0" W X 3'-6"' H SINGLE HUNG 0 D Q 0 CI)4'-0"" W X 4"-6"" H DOUBLE CASEMENT U Q al Q �';%%;' /% %/; 2 X 6 STUD WALL a_ 0 (12)3'-0" W X 5'-6" H SINGLE HUNG (EGRESS) 2 x 4 stuD WALL DRAWN BY JAD O (I)6'-0" W X 6'-0" H SLIDING DOOR SCALE I/4" = I'-0" UNO O CO 3' 0'" W X 5' 6 H PICTURE WINDOW DECK JD JOB# 1321NC2I-KEYS UPPERFLOOR PLAN DATE 08/02/2021 F (I)2"-6" W X 4'-6" H SINGLE HUNG Al SCALE: 1/4" = 1'-0" REVISIONS O CO 2'-0" W X 3'-0" H CASEMENT LEFT-HINGE _ I227 S.F. LIVING SPACE CONCRETE PATIO O CO 2'-0" W x 3'-0" H CASEMENT RIGHT-HINGE SEE ENGINEERING PAGES FOR SHEAR O (I)3'-0" W X 5'-0" H PICTURE WINDOW U1ALL PLANS it SPECIFICATIONS EXHAUST FAN 0 (I)6'-0" W X 2'-0" H SLIDER D SMOKE DETECTOR OK (I)4'-0"" W X 3'-0" H SLIDER LSD/CO SMOKE/CARBON MONOXIDE DETECTOR OL (2)2'-0" W X 3'-0"" H SINGLE HUNG POST SOFFIT OR LINE OF SEAM A5 S.G. SAFETY GLASS SHEET 5 OF 12 t <0.° CODE cudfA / . .'' CA I I I itA, ��� 1891 .1 ' '4CaR� 6s 3Jd design ToF , FIELD FLOOR FRAMING A NOTES JIM@JDDESIGN(360) 982 0535DRAFTING.COM • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER 2 1W SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND Al I"-0" CONDITIONS IN THE FIELD. / J1 • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS ACCOMPANIED WITH PLANS TO SUPERCEDE ALL INFORMATION ON ARCHITECTURAL `4 DRAWINGS. FOR ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DRAWINGS — — —1 LS \ REFER TO ENGINEERING. 1 II 1 1 I I [—]-- • REFER TO FLOOR FRAMING PLAN FROM FLOOR JOIST MANUFACTURER/SUPPLIER. FLOOR JOIST LOT A MANUFACTURER/SUPPLIER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING I I DEPARTMENT FOR APPROVAL PRIOR TO 410 1 II 1 1 1 I FABRICATION AND INSTALLATION. 4D• PROvIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. I I 1 1 1 I • FOR FLOOR SHEATHING USE 3/4" CDX OR OSB STURDI-FLOOR T;G, GLUE AND NAIL W/ RING SHANK SD"S @ 6" EDGES ; 12" IN FIELD U.N.O. FACE GRAIN PERPENDICULAR TO SUPPORTS. I I1 I I • PROvIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR I I I I I I I I I BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. • PROvIDE TIMBERSTRAND RIMS WHERE FLOOR I I JOISTS BEAR AT EXTERIOR WALLS. — _ H. . — 71_ _ _ . _ 1- 1- --4-- - 1 I 1—F� I+ — I 1 1 • ALL EXTERIOR WALLS ASSUMED TO BE BEARING. Lu • ALL BEAMS AND HEADERS TO BE 4 X S D.F. #2 1 1 1 1 1 1 1 1 I Jay I I 1 1 1 (K o ca U.N.O. y" w I I I I I I I I I l'_\ Q T 1 I o • JOIST HANGERS ; CONNECTIONS TO BE 'SIMPSON' �� w U.N.O. I o I I • ALL CONNECTORS AND FASTENERS IN CONTACT WITH I 1 1 1 1 1 1 1 1 1 I I I 1 I I t J PRESSURE TREATED WOOD SHALL BE HOT DIPPED N I GALVANIZED OR EQUIVALENT PROTECTION. I A I II < I I 1 1 ,;, V ALLE J I I OG• I I I I I I I I I I I ' z ROOF NOTES J�4TS @ I I I I I I i1 1 L 1 1 I I „ TA 360IFLOo� 111 } O 11-� a I I I I I o• TRUSSES TO BE SPACED AT 24" O.C. UNLESS NOTEDwOTHERWISE. Cli I I I I I I0• PRIMARY ROOF PITCH IS TO BE 8:12. SECONDARY 1 1 I _ oROOF PITCHIS TO BE 3:12. I I I I I I I _ C c_v ~• ROOFING MATERIAL IS COMPOSITE. 1 I `-I I I I 0CI) u,RIDGE ZO • OVERHANGS ARE 18"" WITH CONTINUOUS METAL I I I I I I I I 1 glikm GUTTER THROUGHOUT EXCEPT ON GABLE ENDS. 1z• OVERHANGS ON GABLE ENDS ARE IS" SUPPORTED IIw _ _ A zO427 _ _ I I I I I I I I I Q1- BY2X4OUTLOOKERS@4" 0 O.G. I I I AS � u) z zco a o z • FASCIA SHALL BE 5/4 X S WITH CONTINUOUS METAL I 1. 1. I GUTTER. BARGE RAFTERS SHALL BE 5/4 X 8. I I I I 6 ril cs, 2 7 • ALL BEAMS HEADERS TO BE 4 X S D.F. #2 UNO. I I w Cl) BEARINCFs WALL I I I I B�ARIN�s WALL BEARING WALL I I � _� 1 I I I I •z ■ o � # • PROVIDE SOLID BLOCKING OVER SUPPORTS. — —._. ._. , ,i, i— 1. ._, n \/ O.G. U 59 0 J • TRUSSES/RAFTERS TO BE SHEATHED WITH l/16"" CDX r,,,,RG I I I I I ONrRUssEs @ 24 a O wOR OSB SHEATHING WITH 15# FELT OR BETTER. USE1. G GOMM . w Q PLYWOOD SHEATHING ON ALL SOFFITED AREAS. �� — �r — PRE"EN .- z Q I I I I I I I a_ inQa_ • PROVIDE ROOF CROSS VENTILATION FOR EACH I I I I I I I I I I I SEPARATE SPACE WHERE APPLICABLE. I I I I I 1 1 1 1 1 1 1 1 I I 1 1 1 1 I I TRUSS NOTES I 1 'TJI Ile -1@ Z • TRUSS MANUFACTURER SHALL PROVIDE DESIGN FLOOR JOIST „-lis" I I I I OVERFRAMED DETAILS AND ENGINEERING FOR ALL TRUSSES. COPY ,1 ,1 ,1 , , , , , , , , , , 11 II 11 11 11 11 Q AREA TO BE AVAILABLE ON SITE FOR FRAMING — — — — — — 0 - I I INSPECTIONS. I I I I I H I I r Z E ON • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S di IOVER I I I I w I—— STAMP. II! — — — — — F- A- ' la CI I - - - — • ALL TRUSSES SHALL BE STORED, INSTALLED 312 SLOPE ) 0 BRACED PER MANUFACTURER'S SPECIFICATIONS. I I 1 1 III 1 I 1 •1- • TRUSSES SHALL NOT BE ALTERED IN THE FIELD < I - I I �I I `F WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL AND/OR APPROVED ENGINEERING CALCULATIONS D<< p z2 2 PROVIDED BY THE TRUSS MANUFACTURER. �� L _ _ —L _ _ N U y�A - - - - - - I I I I I , I — — • ROOF TRUSSES TO BE SHEATHED WITH l/16" CDX OR I < < OSB SHEATHING WITH I5# FELT OR BETTER. USE PLYWOOD SHEATHING ON ALL SOFFITED AREAS. _ _ _ CC - CC • PROVIDE ROOF CROSS VENTILATION FOR EACH 1 IU I I I I C.SEPARATE SPACE WHERE APPLICABLE.. Al I I I I PRE NG MO O TRUSSES@ 24""IO. I O I Ito N USIM. — — — — — — 1iii I CC Um 8:12 SLOPE 8:12 SLOPE > I I I IATTIC VENTILATION _ �C _ _I _ _ _� _I� _ + O O 12. ATTIC VENTILATION REQUIRED. REFER TO IRC R806.I 1 OAND R806.2. O SQUARE FOOTAGE OF ATTIC SPACE FOR LOWER ROOF AREA = 555 S.F.SQUARE FOOTAGE OF ATTIC SPACE FOR UPPER ROOF _ _ _ • 6 X 6 P.T. POSTS ARE TYP. AREA = 1263 S.F. II I _ , _ _ _ i____,, _ II 11 \ 2 TOTAL ATTIC SPACE = 2161 S.F. II I I II 4,_ 1 Z ii 2161/300 = 1.2 S.F. NET VENT AREA REQUIRED. ii ii PROVIDE MIN. 1/150 OF ATTIC AREA, OR 1/300 IF HALF IS I _ TYP. OVERHANGSON AT EAVE AND REMAINDER AT MIN. 3' ABOVE PLATE 1 6 v0i LINE. OPENINGS TO BE COVERED WITH I/8° CORROSION KNEE BRACES @ / o11 RESISTANT METAL MESH OR EQUAL. EAVE OR CORNICE EYEBROW ROOF w O VENT SHALL NOT BE BLOCKED. MAINTAIN MIN. I" AIR 3 Q SPACE BETWEEN INSULATION AND ROOF SHEATHING AT 2 X 4 OUTLOOKERS Ca 4"-0"" O.C. FLOOR & ROOF THE LOCATION OF THE VENT. Al FOR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS 2 X 6 RAFTERS @ 24 O.G. FRAMING LEGEND BLOCKING, WITH (3)1 1/2"" DIA. HOLES AND MESH SCREEN 4D 411c.,, DRAWN BY JAD COVERING THE HOLES, BETWEEN EACH TRUSS. SCALE 1/4" = 1'-0" UNO FOR CLOSED EAVE SOFFIT USE CONTINUOUS SOFFIT — PRE-ENG. ROOF TRUSS OR RAFTER VENTING. OR FLOOR JOIST JD JOB# 1321NC2I-KEYS — BEAM/HEADER DATE 08/02/2021 UPPERFLOOR F RAM I N G & OUTLINE OF WALLS BENEATH REVISIONS NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN IN LOWER ROOF FRAMING PLAN LINE OF ROOF DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. OvERFRAMING OR OUTLOOKERS FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING i SCALE: 1/4" I' 0" REFER TO TRUSS DESIGN ; SPECIFICATIONS FROM OUTLINE OF SUPPORTED FLOOR TRUSS SUPPLY COMPANY. FOR FLOOR JOIST LAYOUT REFER TO JOIST DESIGN ; SPECIFICATIONS BEARING WALL FROM FLOOR JOIST SUPPLIER. r, JOIST OR SEAM HANGER ® POST • MULTI-STUD POST A6 SHEET 6 OF 12 FOWCODECO Q.]4' A I i t 1 m 7 PRE-MANUF. COMMON TRUSSES �a 24" O.G. �� � l/16" GDX OR OSB SHEATHING CoR� o 'd design CPOSEONG SHINGLES J FIELD 11DJIM DUNLAP INSULATION BAFFLE W/ ZI2 (360) 982-0535 1"" MIN. AIR SPACE JIM@JDDESIGNDRAFTING.COM 2X BLOCKING W/ (3)1-1/2" DIA.SCREENED VENTS / 1R-49INSULATION LOT A CONT. METAL GUTTER 1-6 1/2"" GWB TYP. J 5/4 X 8 FASCIA HURRICANE TIE a EA. TRUSS 411) U Q 1/2" GWB TYP. 1/16" • GDX OR OSB SHEATHING 2 X 6 STUDS Ca 16" O.G. SIDING PER ELEVATIONS .4) W/ R-21 INSULATION �AI I L I I I I I I I I I I I ] 7 CO i- 1 TYP. TRUSS/EAVE DETAIL - -- --_ 1 I I I I I I I I I I LINE OF FLOOR BELOW SCALE: 3/4" = I'-0" I I I I I I I I I I I I cw.� z w 0 1 1 I I I I I 1 1 I I I i --- -- C I I I I I I I I I I I----I--- J a la LL L PRE MANUF. ROOF TRUSSES Ca 24" O.G. I I I I I - II I I , O C 2 X 4 OUTLOOKERS o 1/16 CDX OR OSB SHEATHING i PRE"ENG. CO IIMMON TRUSSES (aI I I I I I I I Ca 4" 0 O.G. TYP. z cn I COMPOSITE ROOFING SHINGLES - ct O O W/ DOUBLE UNDERLAYMENT 1 1 1 1 1 1 1 1 1 1 C 1 w ion - -I I 1 1 1 1 1 1 1 1 1 1 0 � 2X BLOCKING W/ (3)1-1/2" DIA. - o SCREENED VENTS 12 w Cl) • O VI 3 - I I I iu - - z C_.) otoi5M Q 1 1 1 1 1 1 I I I I I I 0_ O /e\_- I. I I I z0 Q o = � I I I I — — — — � — — I I I I 0 2 < a 0 2 CONT. METAL GUTTER /111 ——— ———1 I I I \/ 1 I I I I z CC -0_ • 0 5/4 X 8 FASCIA / i._ a, - - - - - - ] - - 1 - - �4 U w J I I IP I I I oV�RFRAM�D I �� I I L. Q 0 w PRIMED SOFFIT BOARD J AREA1 1 , 00 z Q ORTGDEGKING U BEAM PER PLAN HURRICANE TIE @ EA. TRUSS 1 1 1 I 1 I I I I I JQ� I ��" W � 1 1 �'I I 10 1 I I 1 II BEAM WRAP (I, '2• I I I • A _ - = = = GIRDER TRUSS- = Z 5 , _ _ _ _ , I ( 8:12 SLOPE 8:12 SLOPE ) a TRUSS/EAVE DETAIL c I (15 0SCALE: 3/4" = I' 0" II - - Hr ,� 2 J I I I TYP. 1-6' OVERHANGS / / / \ KNEE BRACES @ ( 80L ) EYEBROW ROOFCC LEDGER PER ENGINEERING 2X6RAFTERSa24"" O.C. C-A)13 HANGER OR FRIEZE BLOCKING SIM. I I 2X6 RAFTERS @24" 0.G. I 1/16" GDX OR OSB SHEATHING 0 00MPOSITE ROOFING SHINGLES O L Cn - _ /-., 12 re A34 W/ SCREWS 6 / HL53 W/ (4)1/2 A34 EA. SIDE TOP (ID �� Q ZO X 3"" LAGS - it BOTTOM P W N aW w aMIN. 6 X 10 OR [--. 5/8 ALL-TND. 5.5X1.5GLULAM ` •_ (,) w ` LD < D 06 6x6 _ v1/2", ` C - 6X6 UPPE ROOF FRAMING PLAN 5/8"" LAG W/ 4"" MIN. ' / R 5„ PENETRATION SCALE: I/4" = I' 0" DRAWN BY JAD / / SCALE I/4" = I'-0" UNO .(is) JD JOB# 1321NC21-KEYS -01 4 X 6 II- 5/8" ALL-TND. DATE 08/02/2021 MIN. - LET IN 3/8" TYP. (3)PL. REVISIONS n 4 X 6 - SQUARE LEADING \ \ \— EDGE TYP. 2'-2 1/2" / / 22'-6" �n/ EYEBROW ROOF DETAIL A7 SCALE: 3/4" = 1' " ■0 SHEET 7 OF 12 QFOWCODECO w4� %T Y e lliel 1., 761.031 GY c�` 4, 1891 coR� o ID jd d esign c't� e FIELDS e L y y y y y > > > > Q fl JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM PRE-ENG. COMMON TRUSSES @ 24" O.C. TYP. lm R-49 INSULATION TOP OF PLATE 1,1 XXk ?♦t♦,♦,♦ ,♦♦/♦♦♦/,♦♦ tt, ,♦, ♦t tt 41?,,V♦♦♦Attt♦A ',VA ♦,,A♦♦♦,,, , (�(� . a LOT A BEDROOM 2 COMMON CLOSET CLOSET R-21 INSULATION . o 0 R-38 INSULATION R-49INSULATION TOP OF FLOOR _ ` - k \ TOP OF PLATE 1III i�������� /���♦ I I I I III I I /\ ♦ ♦♦♦ ♦♦♦♦./♦♦♦�♦♦♦♦�♦♦♦♦l ♦♦♦♦♦ �,♦♦. 5/8" TYPE 5 GWB LID R-21 INSULATION Lu z • w 0 MECH.ISTOR. HALL LIVING RO KITGI-IEN w UNFINISHED (DINING BEYON ►� O O J R-21 INSULATION ►. Q • •• I/2" GWB . w \ TOP OF FLOOR 4 Misr YarattAVIMEMIll E 0 cn �/, CRAWL SPACE R-38 INSULATION �� o L r o , n 0. z BUILDING SECTION A - A z2 � � � U Q . N 2 SCALE: 1/4" = 1'-0" z cow co U #CI CE w Q 0 W U O I- z Q a N Q EL OVERFRAMING \ HIGH POINT OF ROOF - - PRE-ENG. COMMON TRUSSES Ca 24" O.C. TYP. Qy 12 1 8 PRE ENG. COMMON R-49 INSULATION a TRUSSES (a 24" O.G. TYP. 12 N TOP OF PLATE �' I�♦♦♦,i/I�i �i1ll I��•i♦i♦i♦'♦'♦'♦i♦i♦•♦'♦'♦i♦i♦♦'♦'♦i♦i♦i♦'♦'♦'♦i♦i♦•♦'♦'♦i♦i♦�♦'♦'♦i♦i♦�♦'♦'♦'♦i♦i♦•♦'. �i Z � TOP OF WINDOWS © - - - �� - ITT ■■■■ , 0 !!!! VW R-21 INSULATION 0 PRIMARY CLOSET 1111 WIC • -6, 'm BEDROOM W .m CO o • 12 • (117 \ \ TOP OF FLOOR e' I I M \ TOP OF PLATE Ptf I IIII I1 z W TOP OF WINDOWS I " iti :s. 111 1 �, L i ._ _ al _1- U f Lu o r i SLu - ;� LIVING •OM moa lb 11, --(4: • DRAWN BY JAD SCALE I/4" = I' 0" UNo JD JOB# 1321NC21 KEYS \ \ TOP OF FLOOR ail DATE 08/02/2021 \ AVERAGE GRADE @ HOUSE 1 REVISIONS I 0I I-1 ��'��iI I CRAWL SPACE \ ' Li R-38 INSULATION OI BUILDING SECTION B - B SCALE: 1/4" = 1'-0" A8 SHEET 8 OF 12 QFOWCODECO .]4' ()Allele 71111111611k qco�� , I'd design _,,, FIELD JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM SEE STAIR NOTES ON PAGE A4 FOR STAIR AND HANDRAIL NOTES STAIR NOSING 3/4" - 1 I/4" PER IRC R311.1.5.3 OP OF HANDRAIL F O O 0i 0 LOT A 3/4' TitG PLYUJOOD W OR OSB SUBFLOOR = EXTEND TO TOP r PLYWOOD HANGERBOARD ��. BOTTOM RISER iq FASTENED TO CARRIAGES L RETURN TO WALL ,.� s it TO HEADER ' Z Q I- N 5/8"" TYPE `X"" GYP. BOARD Q jr FIRE BLOCKING ON ALL SURFACES OF USABLE -) /10"" MIN. `r . _....._ SPACE UNDER STAIRS (3)2 X 12 STRINGERS w X N in Q - JOISTS PER PLAN FIREBLOGKING AT TOP Z 1 2 X 4 STUDS Ca 16° O.G. AND BOTTOM ACROSS 2X THRUST BLOCK BEARING WALL STRINGER B/UJ STUDS Nirde z W (3)2 X 12 STRINGERS o w 5/5' TYPE "X` GYP. BOARD ON ALL SURFACES OF USABLE1 J SPACE UNDER STAIRS jr Q w _1 0 STAIRS AT LANDING STAIRS AT FLOOR . I CO } 0 SCALE: 3/4" = I' 0" SCALE: 3/4" = I' 0" 1- w O IL Nwo o c~n z O 00 2 a � N < 00 w cn w U in # W Q 0 W U o LU I- z < 0 Cl) Q o_ PRE-ENG. COMMON 12 TRUSSES a 24" O.G. TYP. s R-49 INSULATION / TOP OF PLATE ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦_i ill TOP OF WINDOWS / 11 r\ Z ;� m x x x x COMMON BE R O 3 0 O R-49 INSULATION OPTION0 \ - - R-21 INSULATION Lii TOP OF FLOOR _ TOP OF PLATE a a a x x x x , _N � �,_ :) ��I ki' C, © rl u / . L. R-38INSULATION Z 5/5' TYPE "X' GUJB 0 Q HALL CLOS. OFFICE -0' GARAGE c 0 N W 0 O U' a COTOP OF FLOOR - _ - .j- - J _ SI DRAWN BY JAD SCALE 1/4" = I'-0" UNO 7/x\ , CRAWL SPACE JD JOB# 1321NC21 KEYS R-38 INSULATION O I DATE 08/02/2021 n I 10 REVISIONS BUILDING SECTION C - C SCALE: 1/4" = 1'-0" A9 SHEET 9 OF 12 QFOWCODECO f 11Y W e �� 1891 coR� o ID jd design �kFIELD,v- JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM '` FIBER CEMENT HORIZONTAL LAP SIDING (5" REVEAL SUGGESTED) COMPOSITE ROOF SHINGLES 12 5/4 X 8 BELLYBAND S I Z \ TOP OF PLATE LOT A z<77 TOP OF WINDOWS - ' 0 a a a [' i T �/ N V N BOARD BATT SIDING i G �/ N 0> 5/4 X 8 FRIEZE BOARD I,I O I I d' -(1) 5/4 X S BARGE RAFTER W/ I X 3 SHADOWBOARD I I 12 ' iIih . 5/4 X S FASCIA \ \ TOPOFFLOOR - �� \ TOP OF PLATE V:710000000 - _ w` o TOP OF WINDOWS _ zzTr 1 o0 b _ b b / \ cn Q62) / \ w / / 5/4 X COLUMN WRAP _1r FIBER CEMENT HORIZONTAL LAP // 5/4 X 4 CORNER TRIM Q ,a m SIDING (5" REVEAL SUGGESTED) II i — — K \ / J Q z cn 5/4 X 10 BELLYBAND >- O O / I- Lu TOP OF FLOOR \ —F, El6 ct 1 I II II II I I o o cn 5/4 X 10 BELLYBAND CONTINUES CO ca DECK W/ IX TRIM PIECE ABOVE z OOZ cn a coz EAST ELEVATION , _ , < co 02 a_SCALE: 1/4" = 1'-0" z w w 0 < ow Iliw -) U O I- z act N Q o_ \ HIGH POINT OF ROOF I& X 24" GABLE VENT TYP. (3)PL. 12 COMPOSITE ROOF SHINGLES $ 07N- \ TOP OF PLATE (I% TOP OF WINDOWS �' / Q O W I 1 BOARD BAtt SIDING a, m z `i0 I m 12 121,7, 1,7 3 c 3 Z 3 mom TOP OF FLOOR \ \ o_ \ TOP OF PLATE — r \ w TOP OF WINDOWS L / ad I w *— J 1 0 O W 7 DRAWN BY JAD °) T T SCALE 1/4" = I'-0" UNO FIBER CEMENT HORIZONTAL LAP JD JOB# 1321NC21-KEYS SIDING (5" REVEAL SUGGESTED) i II DATE 08/02/2021 \ \ TOP OF FLOOR REVISIONS AVERAGE GRADE a HOUSE NORTH ELEVATION SCALE: 1/4" = I'-0" Al 0 SHEET 10 OF 12 FOWCODECO.]4' Allee ,Z, rrl Q 1891�� coR� o ID jd design �kFIELD,v- JIM DUNLAP HIGH POINT OF ROOF (360) 982 0535 JIM@JDDESIGNDRAFTING.COM '` tOP OF PLATE _ LOT A TOP OF WINDOWS i 0 0 0 T T m T T T CIO TOP OF FLOOR \ \ - TOP OF PLATE r w TOP OF WINDOWS d 4 z I 0 z U 0 L J C 0 0 0 0 0 >- / >- / J_ / i O / , T T T T ,'/ J Q CIO \ O O z ,I • 'I I \ ci) O EO \ TOP OF FLOOR \\ O J > o AvERAGE GRADE P HOUSE Fl El I O CO cn 5- O >1 v re z O a1_ z Q 0 z WEST ELEVATION Q __I SCALE: 1/4" = 1'-0" z w w < oCI I2E w w 0 W U O . z Q to Q 0_ 12 8 TOP OF PLATE W TOP OF WINDOWS ' // 0 0 In :� T T z Oi 12 J 3 g TOP OF FLOOR Q O TOP OF PLATE E g TOP OF WINDOWS L� _ _ _ w L .o 1 II --ii w O W ad 7 -� . T / DRAWN BY JAD / °0 I I // SCALE 1/4" = 1'-0" UNO / / JD JOB# 1321NC21-KEYS o DATE 08/02/2021 H\UTOP OF FLOOR REVISIONS r SOUTH ELEVATION SCALE: I/4" = I'-0" Al 1 SHEET II OF 12 A' QFOWCODEcc 4'(''� A Y e .] lit) ��oR 1891 � 0 1/2" GWB 3Jd design cry Sep R 21 INSULATION FIELD 2X6STUDS@16" O.C. JIM DUNLAP SIDING PER ELEVATIONS 3/4' T;G PLYWOOD OR OSB SUBFLOOR (360) 982-0535 JIM@JDDESIGNDRAFTING.COM 1/16" CDX OR OSB SHEATHING - - JOISTS PER PLAN CONT. RIM JOIST 6 X 6 P.T. POST (POST ....- WRAP NOT SHOWN) 4' CONCRETE SLAB ON 6 MIL PRESSURE TREATED 2 X 6 SILL PLATE. �C SEE ENGINEERING FOR ANCHOR BOLT ' SIMPSON CPTZ OR PPBZ OR VAPOR BARRIER SPECIFICATIONS. ill II GBS POST BASE SLAB REINFORCEMENT OPTIONS V II II PER ENGINEERING GRADE II II PROVIDE MIN. REQUIRED SIDE II COVER PER MANUF. SPECS 1� i I I I u I GRADE I I F ° II'I, ° I I s ` 1 _ ° a a LOT A L41 ° ° R-35 INSULATION s F �I /� ° ° a a ° " 4" DIA. DOWNSPOUT TIGHTLINE 11 ° \j/\\\/\\/°\\ a ° r am � �4.14 4.14 4.14 4.14 k / 11 SEE ENGINEERING FOR FOUNDATION <V�/ ° WATERPROOFING MEMBRANE SIZE REINFORCING SCHEDULE 1/2" GWB OPTION 4" DIA. DOWNSPOUT TIGHTLINE ,.� ° Z CONTINUE OVER FOOTING ° SIDING PER ELEVATIONS ° 4" DIA. PERFORATED DRAIN TILE ° 2 X 6 STUDS @ 16" O.G. I ° 1/16" GDX OR OSB SHEATHING 11 ° ° 1' (2 X 4 OK @GARAGE) DRAINAGE GRADE GRAVEL a • GRANULAR COMPACTED II ° ,. 6 MIL. VAPOR BARRIER 4" CONCRETE SLAB ON 6 MIL ----° DRAINAGE GRADE GRAVEL °a II ° ° ° CONTINUE OVER FOOTING ANCHOR BOLTS PER ENGINEERING VAPOR BARRIER FILTER FABRIC THICKENED CORNER FILTER FABRIC c= 4 P.T. 2 X 6 SILL PLATE SLAB REINFORCEMENT OPTIONS (3)#4 CONT. REBAR AS SHOWN 4" DIA. PERFORATED DRAIN TILE 1'-0" ������A�/� !%!%!%V%V%V%V%V%V%V&&ems! PER ENGINEERING / / ),c , , UNDISTURBED EARTH Z\ II a GRADE Irk° — —— — 1111 4 ° ° — POST FOOTING TYP. FND. WALL DETAIL �\ ��� ` @) z 4" DIA. DOWNSPOUT TIGHTLINE �� p aSCALE: 3/4 = 0 w SCALE: 3/4' = I' 0" ° 11 0 Z 0 WATERPROOFING MEMBRANE °11 4" MIN. COMPACTED GRANULAR FILL F w CONTINUE OVER FOOTING °11 ° w .11 I SEE ENGINEERING FOR FOUNDATION J SIZE ; REINFORCING SCHEDULE DRAINAGE GRADE GRAVEL II ° Q 1 FILTER FABRIC O 41° • ° w a w 7, ,,,\,\\\/�� Z SEE DETAIL'I' FOR ADDITIONAL UNDISTURBED EARTH SEE ENGINEERING FOR FOOTING SIZE TYPICAL GALL OUTS —FP— 1/2" GWB 4" DIA. PERFORMED DRAIN TILE AND FOUNDATION REINFORCEMENT. 6 X 6 P.T. POST > 011111 O R-21 INSULATION c~/J SEE ENGINEERING FOR DECK 12' SONOTUBE SQUARE O J > LEDGER SPECS OR ROUND SIMPSON AB, ABU, PB OR - 2 X 6 STUDS raa 16" O.G. SIMILAR POST BASE o DECK JOISTS PER PLAN GARAGE WALL GRADE w 3/4" TAG PLYWOOD OR OSB SUBFLOOR 4 O DECKING SCALE: 3/4" = I' 0" ° z Q JOISTS PER PLAN — fI O \ \ \ u \ \i gliokm zz j//AA// 1 ° 11° a /AA/V�/� I Q I- PI 11 VAj\� w `) " V/\VA/ I sl I �/ iu z o z ji 1 II I II I II 1 �' \// ° 11 a I I ° Q o 2 ui (11 < 00 II II ° 3 w Cl)< ,,, , 6 2 • II a j1° O z 0_ wv) oi_ 4 1,-,- -1 SEE ENGINEERING FOR FOOTING SIZE ° 11 II w F■ ix LL Q O w AND FOUNDATION REINFORCEMENT. - GARAGE DOOR K=4= a Q O LLJ z ix �° SLOPE GARAGE CONC. PAD y�%��%��%\/ /\,/\/\,/\,/\/ / ce \,/\,/\,/\/\�\�` (inN Q 1111 R-3S INSULATION 2" TOWARD GARAGE DOOR < v / L41 ° 3/4" X S" OFFSET UNDISTURBED EARTH VVV/VA /j / � ° 11 VERIFY W/ DOOR SIZE \�\VA II /\/k ° a 1 - SEE ENGINEERING FOR FOUNDATION DRIVEWAY SLAB POST FOOTING _� SIZE ; REINFORCING SCHEDULE 1a ` Q 11 ° , , ° ° V SCALE: 3/4" = 1'-0" II ' ° ° • L�—s ° ' ° 1 6 MIL. VAPOR BARRIER ° ' ° II ° ° ° ���ALtsgiit ° ° CONTINUE OVER FOOTING '...' __ 4 E COMPACTED FILL \,,\��\��\�\��\� ,\��\��\��\��& \�\ ` �q HOOK #4 DOWELS @ 48" ° . °I�° O.G. INTO CENTERLINE 1 C3)#4 REBAR CONT. OF SLAB J9 AS SHOWN UNDISTURBED EARTH �° � `k \� 1 4 X 4 P.T. POST r; ' -'-' -_��° °•° ° (2)#4 REBAR CONT. 0 IN FOOTINGS HOUSE @ PORCH ° SIMPSON EPB44PHDG A%V%V%V%V%V%V%VV%V%V%V%V A%V%� COMPACTED CRUSHED 0UNDISTURBED EARTH STONE BASE WITH FINES X SCALE: 3/4" = I' O" F I I 12" X 12" PRECAST PIER GRADE , PAD " Il II ° GARAGE FOOTING SCALE: 3/4" = 1'-0" / /\ /\ /\ ' \/. ° /\/\/\ /\//\// I/2" GWB \/\\\i��//%//i�%/\//i\\/7.//,///�%/�\\/�\\/\\///, SEE DETAIL 'I' FOR ADDITIONAL R zl INSULATION TYPICAL CALL-OUTS 2X6 STUDS aI6" O.C. 3/4" T;G PLYWOOD OR OSB SUBFLOOR POST FOOTING 1/2" GWB — JOISTS PER PLAN 9 JOISTS PER PLAN CO SCALE: 3/4" = I' 0" PROVIDE BLOCKING AT Z _ 4 6 CONCRETE SLAB ON MIL BEARING MID-SPAN VAPOR BARRIER I Q SLAB REINFORCEMENT OPTIONS �� N PER ENGINEERING ji IL w 0 w a_ LIJ II C9 I I ` II 2X STUDS 16" O.G. 4>�I -J 1/2" GWB j1�° ° ANCHOR BOLTS Ca 4'-0" O.C. DRAWN BY JAD — —o �° 11�1 R-38 INSULATION SEE ENGINEERING FOR FOOTING SIZE 4 X 16 DF GIRDER U.N.O. AND FOUNDATION REINFORCEMENT. SCALE 3/4" = I'-0' UNO ° 1 4 X 4 POST U.N.O. USE 4 X 6 P.T. BOTTOM PLATE ff JD JOB# 1321NC21 KEYS 11 °° POST @ BEAM SPLICES. ° a 1 SEE ENGINEERING FOR FOUNDATION 5C44 OR 5C46 DATE 08/02/2021 SIZE ; REINFORCING SCHEDULE !1 SIMPSON PB OR CB OR ABUZ (2)#4 REBAR CONT. OR SIMILAR POST BASES IN FOOTINGS a a REVISIONS 4 MIN. COMPACTED GRANULAR FILL ° ° ° ° ° 4 °.I a a 6 MIL. VAPOR BARRIER 6 MIL. VAPOR BARRIER a � �-1• ° ° CONTINUE OVER FOOTING SEE ENGINEERING FOR FOUNDATION CONTINUE OVER FOOTING -- -- -- -- -- -- -- ----. - - - • . Afili�- °°J 4 SIZE ; REINFORCING SCHEDULEiiim a ° . = z' A<vAKvA<vA<vAA&&&&��` UNDISTURBED EARTH UNDISTURBED EARTH UNDISTURBED EARTH (2)#4 IN FOOTING 3 HOUSE @ GARAGE 10 6 POST & BEAM DETAIL THICKENED FOOTING Al 2 SCALE: 3/4" = 1'-0" SCALE: 3/4" = I'-0" SCALE: 3/4" = I'-0" SHEET 12 OF 12 CODE ��oFOR oO�r,, Lower Level Walls, Lower Roof and 2nd Floor Framing 1/8" = 1' _ __------------- --- _ _ _--__._-_-.------ pper Level Walls and Upper Roof Framing 1 8" = 1`�w Allik, Y {.�, - Roof diaphragm is 1IRD,typ. U l; � - -------�_�._�_ -- ---------------- - m -I�_ P �� -Trusses, rafters, and layout are OPA,typ. - - o -�- o Roof diaphragm is 11RD,typ. 71111116111k _-- �_ _� ____--- .___ - _ _ -All interior floor sheathing is I2FD,typ. Trusses, rafters,and layout are OPA, typ. 1„�COR� o� Foundation Lower Fluor Framing 1/8" = 1' - Exterior gable truss walls use 1PW, sim.,typ. 4111, -All exterior wails at this level, including exterior gable trusses are 1PW, typ. ��F�Lonsse� -All slabs are 955. r L� _f - Interior bearing walls are indicated with diagonal hatching. �7f, No interior bearing walls at this level. -Al! interior floor sheathing is 12F€J,typ. -Stair framing per Arch and code min. -No interior shear walls at this level. V - 1 i ! 1 i 1 1 ' 1 p- - p— ` —p p —_ E �/y 1! - _p -_ r } 11 --- Oi �� _( b ' b - ' k ( 2 [7 F ��� m ._ ' Loth T ��O '� �' Gp `-�� 'III q f t . E8 1 C iv yC u rtii ztre, ____4_ .._ Art,g m S -34 1 1✓P, t� toll uEIGc �Y r - , - - l- 11:5I tt t5 ; ` ` TIP I� ' E 3L v.. ) Ill..c 1 1 7[P '�d[ 1D t - -3 W [6.7, v." ; Amm IMP'__$ 1 T`cr1 g C�� �� r 2-(1- u Z2M a �� ��'� (moo s 5•; S n, J ' ;t {1 oFG --' ii `r . j Yi Z o ► I �d, _- 2 b t-1 c55 `141' ! /,\ • 3 PLr1� r.c ..5 I _ —..� a- pot • J — F] �! 4 ��_—n I A j'''' ��� (S L/ S -- -- i - I , T 2.61-1 .3 ' , 112, t? Irl\ lT3=I'� - -- � -- � - � -• �C Ir4'S'1V � MID t7 ! � gef1 �[. L • !a °)3Ff 'P� -rtr71 KA Structural Callouts — Copyright ConstructionCalc, Inc (CO) -- - 0 PA Pet- Architect * Structural Item: This item and related connectors shall be per architect/designer. _� _ -_- __-_-_ �.._ . _...__._-- ---.-.-__ ---_-• - 11 RD Roof Diaphragm 90 FC Footing, Continuous * Shear Capacity: Good fi Eh = 230 plt'- seismic; Eh = 322 plt•- wind, Max aspect ratio - 3:1. * r Retained Height: Maximum retained height (unbalanced fill) -4'. headers Joists and Rafters Framing -l: russes or rafters: 2x at 24- OC, max. •' Stepping: Okay to step this footing as necessary for grade changes. All footing longitudinal rebar'shall Default header material is Doug Fir No. 2 or better Default rafter or deck joist to beam connection is can't or skip blocking and H2.5A, or Hi, or A34 with screws. * Framing Connection at Support: continue through step, okay to bend 90 degrees at directionchanges. 2x headers must be in tall orientation with flat 2x nailed at bottom in "L"configuration Framed roof overhangs, eaves, outriggers, etc. use IRC-compliant construction. - Where connected to shear wall, connect per shear wall callous -top of wall. * Footing: Use Ellin., 16" wide x 6" tall. - Where trusses or rafters connect to beam, use H2.5,or A34 with screws,or similar, typ- Longitudinal rebar use 2, #4 continuous 3" from bottom. Default Trimmer, use 1, 2x stud or Simpson LUC hanger, each end. Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) - At ledger, connect per ledger callous. Stetrt►iall: Use min 6" thick. Default King Stud, opening 6-feet wide and less use 1, full height stud each end(plate to plate.) Default sawn face mount hanger is U, LU, LUS, or if sloped rafter use LRUZ. * Sheathing,: 7l16'• min., OSB or C DX plywood. Vertical rebar, use 04 at all corners, wall ends, intersections, and at 24" OC, max, centered in wail, with Default King Stud, opening wider than 6-feet, use 2, full height studs each end (plate to plate.) Default deck joist hanger is U or LU (not LUS)with gale screws, or galv TECO or similar nails. * Sheathing Layout: Case I per IBC 2306.2.(I) alternating 6" bends at bottom footing rebar. Trimmer,each end King Stud,each Default sawn top flange hanger is JBA, LB, BA, or B (welded app, use LB, BA, or B) Y Nailing: Use 8(1 at 6" edges, 12" field. - Horizontal rebar. #4 top and bottom and at 24" OC max., centered. Gallant Min, use AIt 1 min. use Alt 2 min., use (if blank use default end (if blank use Any national [joist brand, equal or stronger may be substituted * Blocking: Not required except at supports and at connections to shear walls below. - At doors, steinwall may he shortened or omitted. above.) default above.) I-Joist roof overhangs, extensions, outriggers, and cantilevers shall per per manufacturer's recommendations. 12 FD Floor Diaphragm Crawl openings 24" wide or less in stem walls are permitted where no significant point loads from above 20H 2x6, "L"config 4x6 �rf 2 243/4" - (?ccur. Default [-joist face mount hanger is IUS or MIL! Shearthing7 With joists at 24" or l)._ OC, use min., oc rated, A PA Sturd-I-Floor; either' species 21H 2x10, "L"config 2-2x8 4x8 group 1, or 7/8" species group 4. May be OSB or plywood. Good for 130 psf,TL C L/360 cleft. Drains: install tooting drains and !or downspout drains per others and as required by code. 22H 2, 2x10 4x10 6x8 2 Default f joist top flange hanger is ITS, HIT, or MIT 91 FS Footing, Strip 23H 6x12 5.5x9 glulam 3 Connector (if blank Sheathing: With joists at [6" OC, use min., 16 oc rated, APA Sturd-I-Floor, mint,, 19/32" thick. May be * Footing: Use min., 16" wide x 6" tall. . Callout Min., use AIt 1 min., use . Alt 2 ruin., use Notes „ 24H 2, 2x10 4x10 6x8 use default, above) OSB or plywood. Good for 245 psf"I-L(if), L/360 deft- 1 Lonaitu(iirial Reran: Use 2,#4 continuous 3 from bottom. E :� Sheathing Layout: Case l per [BC 2306.2.[ I 92 FT Footing, Thickened Slab Beants Y p' { 60J 11.8 TJ1 110 @ 24"max upside-down hanger- 31B - Orient sheets continuous over two or more spans, with the long dimension across supports. Footing: Use a monolithically poured thickened slab: Default sawn material is Doug Fir No 2 or better. 61J 11.8 TJI 360 cr 16" Nailing: Glue, and connect with 8d ring shark mails or#9 screws, at 6" edges, 127 field. - At ulterior locations, footing, to be Alin., 8" tall x 12" wide at bottom. Height may include slab height if Default glulam, LVL, PSL materials -see Standard Structural Specs herein. Default LSL is 1.5E, 2,300 psi, min Fb. poured monolithically. 62J 2x8 PT @ 16" BIocking: not required except at supports(beams) and connections to shear walls below. Default wall connection: 3" bearing in pocket or on plate with min., 2 studs below- At exterior locations footing to be min., 12" tall x 12" wide at bottom. Height mayinclude slab height if Posts 17 LIU Alt I - 1lolflo►�'rl - Embedded Strap Type. Default end post connection: LCE, ACE, EPCZ, ECCQ, or similar- * Min. Capacity: Good for 2[85 lb uplift. poured monolithically. Default material is Doug Fir No 2 or better. Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. Holffown: Use LSTI ID8 for no rim joist condition. Longitudinal Rebar: Default bottom connection on plate: 2, A34 with TECO or screws, or 4, 16d face nails. At interior locations, use?, #4 continuous, 3" from bottom. Default mid-post connection: LPCZ, PCZ, CCQ, or similar. - For rim joist condition use LSTI-IDSR.I. Default bottom connection on beam: 2, A34 with TECO or screws, or PCZ. Y ❑ At exterior locations, use Ellin f#4 continuous ?" [win top and wirl, 2 F4 continuous 3" from bottom. Default beam to conc wall: HGUM hanger with 5/8x4 Titen HD, or GLB wet-set beam seat. Nails: Use 16, l6d to frill-height stud as follows. Default bottom connection on concrete: PB, or AB, or ABU, or ABW, or CBSQ Stud: Use larger of: king stud as speed elsewhere; or choice of 2- 2x, 3x,or 4x. Underslab Insulation: May use XPS or EPS rigid foam with Ellin,, 25 psi compressive strength under Default beam to beam connection: Hanger: HU, HUC, HUCQ or similar. Bear on top, 2, HGA10. * Alternate bottom connection on concrete: #5 rebar or 518"all-thread, epoxy 6"rain. into post butt, and 6"ruin., embed in Alt 2 - Holdow n - Bolt Type thickened Slab l oting. If used, provide and installl per insulation manufacturer's recommendations. Default Steel Wide Flange: 50 ksi, A992 per Std. Struct'I Specs herein, Use 2x nailer on top connected w12, SDS 114x1.5 @ cone. Cone embed may be wet set or epoxy. •' Iloldown: Use UDU2. " Slab Reinforcement: Extend slab reinlorcement through this footing. 18" up through bottom of top flange. At ends use full bearing on wood member and connect w!2, 1/2" x 4" lags through bottom Lags: Use 6 SDS 114 x 2.5 to full-height stud per above 93 FP Footing, Pad flange to centerline of bearing member. Connector(if blank Footing: Use win. l8" square x 6" tall. Callout 11Iiii., use Alt I mint., use Alt 2 min., use use default Notes Anchor Bolt: If wet set, use 5 8"diameter SS B 16, or 5/8" all-thread with nut and a «ashes'on , above) If in slab area, footing may be mono-poured with slab or below slab. Height may include slab height if Connector (if blank embedded end. Min embedment = 12". If too long to lit in footing, bend 90-degrees at bottom of footing, _ y PyCatIlotrt Min., use Alt 1 min., use Alt 2 ittitt.) use Notes maintain 3" cover at bottom of footing• poured monolithically. use default, above) 70P 2-2x4 4x4 - If rotohammer, use 5,8' Filen I-ID or all thread & epoxy, with 6" min concrete embedment, centered in Plinth: 1#'plinth is called for use round or square per .'.rch, milt diameter or width such that all rebar and . - 30B 1.5x11.8 LSL or LVL 71 P 3- 2x4 2-2x6 4x6 * steal wall. post base connectors have 2" min., 3" max., concrete cover on all sides. Chamfer per Arch or as necessary 72P 3- 2x6 6x6 4-2x4 - __..._.--_--_..__�_-•--_ _.._._.-_._..-._..__-.____._._ ._� _..___ ._..___._...-- -_--- ---_-_.-_ __-____-_-r - - --- 31B 1.5x11.8 LSL or LVL L€JC or HUC to 30B, 32B 80 L Ledger- Root'Diaphragm to shed water. 73P 6x6 PT Plinth rebar, use 3, 44 vertical equally spaced, with 4", 90-degree bend at bottom tooting rebar. Hoofs or 32B 1.5x11.8 LSL or LVL 6'min backspan on brag wail. Ledger Screws: It connecting to Frill or header of other continuous wood, Irsc SUS, or I.e(l4�ei'LOK at max _ - � � 74P 4x4 PT 12" OC, staggered. If connecting to studs, use 2, SDS or LedgerLOK per stud. horizontal rebar is not required in plinth. 33B 7x11.8 PSL 5.5x13.5 glulam 6.7x12 gularll Length of SDS or I.edger'LOK=Through ledger and sheathing and 1.5" min embedment into solid Footing Rehar: Use 2, 04 each way, 3" from bottom. 34B 6x10 3.5x9 glulam 5.5x7.5 glulam - lramin�g. 95 S SIab on Grade 358 5.5x16.5 glulam W 10x26 Min distance of connector to end of ledger or splice = 2". Min edge distance to top or bottom of ieclt er Subgratde: Use structural till or native material, compacted to 95% relative compaction. It is strongly 36B 6x12 5.5x9 glulam - - =1.75" recommended that all structural fill be checked by a geotechnical consultant. 40B 1.75x11.8 LVL Ledger Connection to Wall: * Urlderslab Insulation: May use XPS or EPS rigid foam with min., 25 psi compressive strength under 418 4x8 Rafters Pei'peir(Iirrllcrr: Use 2x or LVL ledger, min height to match rafters. Apply ledger over wall slab. If used, provide and install per insulation manutheturer's recommendations. sheathing. Use hangers to hang rafter's on ledger. * Slab Thickness: Use 4" min. 426 4x12 3.5x7.5 glulam or add post raid span and use 41B Tim K. Garrison, P.E. 2316 Antone Way Paru//e/Rufrc•r or i 'rr,s.s fop C'/w,'cl: Ledger may be top chord of'truss or last rafter'or similar'. Ledger to * Reinforcement: Use any of the following: 43B 4x8 PT Anacortes,WA 98221 S 1 Of 2 - ivlin., #3 rebar at 24" OC, each way,centered in slab. 44B 4x12 PT 6x10 PT Professional Engineer limG@TimKGarrison.corn be placed over wall sheathing. � -^-_-] :11(Iliu D-uss lop Chord Pc°moldicrrlcrr: Use continuous 2x blocking between trusses nailed through wall - Welded wire Iabric, min., 1V2.9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8" min. (360)708 1865 Structural Plans sheathing with 16d (a)' 6" OC to solid wood balcking(continuous rim, plate, ledger, or blocking,) - Fibei'mesh per manufacturer's recommendation. .. - Helix micro rebar'. min., 5 lbs. percubic yard. Structural Analysis: New Home at 4008 St. GAR, Llurt(� Truss Bottom Chord Perpendicular: Contrf)I Jf?lilts: 14axEllltiill recommended spacing— 5'OC each way.Tllis is a non stE'ucttiraI itemm and ' r • of 44. • o' Alternate 1: Hang bottom chard with hanger mounted over wall sheathing to solid wood backing(rim, - y Mary s Dr., Anacortes, wA '' ;�ti C.• r p1••' ' ledger. or blocking.) may he changed or omitted by Owner or architectural designer. :^ .1... r c • «•• Vapor or• Barrier: Sci Lst a min. 6 rlti[. plastic vapor barrier under interior slabs. This i ' anon-structural Alternate?: Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and p ,� , t 5 b.. s «. connected with [edger screws per above- item and may be changed or omitted by Owner'of cii-ehitectur'al designer'. p Client: Keystone Building Services �' :• '--` s ,o /3 't• Roof Diaphragm: Connect roof'diaphraygin to ledger"with 8d ring shank or screws at 3" OC. , • rt � '. 81 L Ledger- Deck Joists to Rim. �Brrilcllrt�, Design: Jim Dunlap f rtl- � Job Number:: T 2 l 048 . ��r+mar Ledger: Use inns., 2x, PT ledger at least as tall as joists. Date: August 16, 2021 l/6/tot r WNW &' ' Ledger Connecion: Connect to rim with 2, SDS or Lecl4gei'LOK at max., 16" OC and within 3" of'ends and splices. . • - SDS oi' LedgerLOK to be of length necessary for hull penetration in rim. Joist Connection: Connect joist to ledger with U or LU hanger(not LUS), all holes filled with galv TECO or similar nails, or screws - Simpson SD9 or similar. :.,_ --. -M� , _�.n. _ , ..��-.� _ ,_ ... __. _-. ,� . . . low CODE -- -- - __ - ._ # T Y fin{ _- _____�-Welded Wire Fabric. Unless otherwise specified, welded wire fabric(WWF) shall be W2.9, 6"x6"(6 Ga.), - _... •w C) U41 �2 ASTM A-185. Splice by lapping one mesh+2" all sides. steel drill holes 11I6' larger than the bolt diameter. Provide the following minimum edge distances between - Typ.shear wall TOP Typ.shngear wall TOP perpendicular connection,Nr5 - m. {� centerline of bolt and all edges of bolted wood, and between centerline of multiple bolts: ,) connection-framing parallel ( D2 trarni tandard Structural Specif cations= — Copy Tim Tim K. Garrison, P.E. Cover, Provide;the l❑lI❑Gl iil�� minimumC cover: , D� or r�„or tUr,'t blocking,Nis 5/8 inch diameter bolts 2.75 inches - i, 1891 `S�ry Footings and other unformed surfaces, distance From the bar to earth face...3" g. COR e 3/4 inch diameter' bolts 3 inches TaLws tir_ _ Sep OF DESIGN-APPLICABLE COILS: 'Jtr _ .� i1:.[54,0: 4F'r - �� AFIELD ` I-ormed surfaces iin direct contact with earth f• F edge [r [r [r �k F7e...r, a�_ Code. The designs herein are prepared ill accordance with the2018 II3C, Construction shall CL7intUi'tlt with )-. Minimum distance between[(I�i or bolt<II3L! any edge or steel plate(angles, �LESSetS, natives, webs, etc.) /Lr .iv s-rIG� caa-� _ i 1Surfaces exposed to weather l l I_ shall Ile one inch. I SIrK - the most recent building code adopted by the approving jurisdiction. 5-E.,.ra"? , I t For slabs on grade center the reinforcement in the slab unless otherwise specified. 5h p Engineer shrill specifically approve;any bolted connection using less e:dEue distance than shown above. ,taue ��� CCi_IV� �. Co�E� {>�7 F{2.7 a¢ C alculitionS. The cc[lculat€oils included herein are only those required to ensure compliance with code. We �� BOLTS AND DOWELS IN CURED CONCRETE: 1 orit�r_ ,lc,>~wi C0.47 do not intend to compute every structural element nor el er load combination. Much or our analysis Is' Bl Lau Bolts. All laa boltsgreater in diameter than 1/ shall !lave pilot holes pre-drilled. Size Of pilot hole in �� ''V ! `���r (Hv Inspection.) Genet-al. This section shall apply to bolts and dowels installed in cured concrete using rotohainnier threaded portion shall be 70%of the unthreaded shank diameter(or alternatively,90%of the root diameter --.i_f'-� y ,z {�� 1 SowGi56��o techniques. Minimum concrete embedment =4-inches unless otherwise specified. Minimum distance to any of the threaded portion). Pilot hole diameter of unthreaded portion shall be the same d€ameter as the ?c R. 'FLA : ' i/ ABBREVIATIONS: 1 edge of end al concrete= 3 from hole centerline unless otherwise specified. unthreaded shank. rji— ;2u5{ i ;ZArF�Q r�'� EltF A:Are.! IBC': inlernariindl Buililin:2 CDeis RFF:Rd'eIcnhe,I1ui artucli 4�T, ! y.- dz ;"v s n'.r- E1 UL'e� :1C .-\,ISi.Iii Conciew ICF lnsui LILdCun,iete rernil itFQ Ret1Ll:RLquned Existin[u Reinforcinu. It is important that no existing rebus tuft dulled or cut during €'otc-hall met'operations. PRE-F'ABRICA l l I) FRAMING CONNECTORS: Lr�q _ a4�ci t3I: €3y iI1 i) cuiiu lEt3d': IiiWiii Ilion;ll 1i.r,liu Building Code ROW-Ki,hl Oi 4V.Iy — — , I ; �� I.ocation of existing reinforcing burs may be by non-destructive e methods (pachometer, radar, or similar). Ao-, €3RNG: Beal inii(wall uyuai!]] 'RC. lincinationa1 Re:AL:nil:p mile Rt.Rilllt N Arit.tl✓acturcr: Simpson brand is specified, hoGl ever any other,nationally recognized) braEndl may be used !I!r �z34 I I:- Ela,tic inodulu,or Elecu trail Kr Kip !.fall ib,-] S:Section nuiLlullln 5.44 mokiA E _ (Py. E.iain. l.Vl-:1:aininatec!Veneer Ltuntiir SC: See CallOIJE Washers. Use 3'xi'\.229 IlaalleE'S on all wood! mud sill anchor'bolts. Such GG'ishet.5 may be slotted, with provided [lint they are equivalent ttl [hell'ab[IltV tU carry all applied loads in all omue ltatEC]n5. >�icF i _ 1-2Le s esc..ncc--n2 ••t' - I 1 •i 'I_tI IIid Lumber SD:Stor'ni Mull !cite washer under the trait as allowed b the IBC`. At non-mud sill locations smaller'washers may be used. _ _ �Csie.'.� i7nl62 Futi. 14";- i:CJl2, Fngine�i ell Record i_SE.:i..n i!i ILc S I) } y Installaft€on: Tire ContEacio_ ,Mill €nstad all prefabricated items ill strict accordance witl', iiie manufacturer's �SctLR 4-0 NY13t-oc� ((I:c„,,,l .,....n(E!!c.Inc LE' LL!'E SIP:Structural! Insulated Piincl Use a steel plate of malleable iron Washer tinder nuts and the heads of all bolts that connect woad. ] cr LI, $zAcrti4 - - - C' Cast ill}]!;lee t:011LIeEC NA: Not Applicable SK:Sketch recommendations and requirements. I he load Carryinu capacity of the ptefabrlcated item cannot be C',lILE:C'ulielete Nlasuilry Unit \n:Not[3L.Iring SOG Slnit Can Grade ] guidi anteedl It this provision is not adhered €U. Nails a11(1 screws which will be exposed to weather shall be °i' or -F. . !9 F. Non--Epoxy Systems. Use Simpson Then HD where shown in the Plans. These anchors linty be used to l ' s.c z . aid co-callow e 'C'ILanotu NIC':Nut Included SPF:5piuce Pine Fir galvanized or stainless steel. It installation risks cracking or wood, contact ei]I�iileeE' fOF"alternate nallini,and ?e'L Pt-4-! i C,iuc-Conciele OC:On Center1pacii1 SS:Sanitary Sewerresist tension loads and shear loads. Install per manuithctureE' s recommendations. 7�{i>vyE! - (' -•'��� ��. oft! d'onlinluu; OSti:OI•ELnled Strand ne1.11d SI,AO.She.ir• nit ier Around OpLnin2 /or alternate connector. 5-r.ap DF. Douglas Fri l'OF: Pound,pL'I cultic Blot SI':Stirs slne:lr ball Epoxy Systems. For bolts, use Simpson epoxy-tie bolt system with E T-11P or SET high strength epoxy, ce- CaX7 FP: Fireplace P1.F: Potind,per Idnul!Foot l 7 P: 1>pic,1i 11 WI zinc plated, A307 'all-thread bolts as shown in the sketches. For dowels, use ET-HP or SET high PREFABRICATED WOOD PRODUCTS: .W._ Typ.shear wait BOTTOM 5pWc156o° OW:Ci)lntllu,lnrar call Pk.-Plywood E;-ta, Lpslde-I]L�u n,inangLl typically cr tl _ _j �j�es strength epoxy'and rebair-as s 7ecitied on the Plans and Gallants. Drilling of holes and installation shall be its ., 1 l .G}p:Clypun!hall bcacd PSL: Runnel Stiand L!1mber LAO UnleNSOtbel�else:,pe iIie'd elsruhere f y l I Lefabl icalted I r asses. �yl here shown On the plans, all prefabricated structural roofing members shall beconnection on framed floor, �,- 7 (D3 - --� Gt.t3:Clinton!Bean' !'Si=: Pound:,per$qu.uc Elul V or 1':She:ll Oki)ll1 llEil!slie:!!'(pI!) strict accordance with epoxy manufacturer's recommendation. designed by a certified professional engineer. 'I�I]c'prefabricated structural rooting designer shall provide to NTS I IF: Item Fir PSI: Pound pel Sclu:uc Inch lr.peelieely -- leant E I' the ontractor Stamped design drawings with appropriate' notes showin�u member sizes forces installation FEV,�C'. ne�itin«.'Ventilation.and An PT ('lLti.luL-lteal��ci with presertaEivr 11':Wall,WI iel3�lll CONVENTIONAL WOOD FIi:�1�I1yc: C � ' u0+tc- C'Inlliu[tnin_ PW: I'!]tcuud orOS€3,he.ir wall WWF:Welded Wire Fabric procedures, blocking, bracing.,etc. I ;3o-rom aF �' I:Moment KC':Relative Compaction General Construction: Predrill all nail holes where required to avoid splittiii��. Connect all wood members Aka_ p.Ae.L EAR... ,,,10.4... „ ) Engineered Wood—General.These products must be provided, stored, and installed in accordance with Set Lt2.7- I PEA. P nu l 7. per the Plans and applicable building code. Where Structural Plans do not specifically address a structural 1 I �r7?s arz 5 ',Au_ .DR. ~c.',,r, r3:- y LIMITED ED SCOPE OF CONSULTANT'S WORK: clement, construct said element per Eiiiiiiillunl building code. Manufacturer's recommendations. Failure to do this may void the warranty and diminish load carrying N'c•`e:e KE2� "s o THS �� TALL k a- capacity. Any nationally-recognized brand that meets the below specifications is acceptable. -. �`�_ - = _= i -*zucs -� �' , Consultant.The Consultant in responsible char�ne'of the work indicated herein is I iIn K. Garrison, P.h., I i iimmn1u11atci'ial. All sawn framing lumber, not including bealils, posts,and columns, shall be Spruce I ine ! -- er Fir, I Fem 1'ir, or Doulglas Fir- Larch. Number 2 or better. unless otherGl rse shown. All sawn !wood shall 1-beam Composite Web 1 I'lan�,e Joist Products. I he contractor Stiehl install the I-Joist products complete I a dL]E!]` bLISfllesS aiS CUl15trLIctIUIICaIC, IIIe., lleF'ealtel' IlldicatteCl c1S { C'l. ! 1�51LcA H:tits I L R iit11'e mois1Lii'e co ntent less tlnail 25%. with Gi'e'l7 stlf fevers aEnd Utllei blocking!+ bract€ig t1S s!io vui Uil file Plans aIICI Or t1S Iecoll]iilend d by the 1 i Sp.-Ic. sEp.a.-r J p Scope of Consultant's Work.'The scope of work oral is limited to structural analysis of a new single- manufacturer. . ! a 1 c IAZ'6, f t A Fie-5 -cr familyresidence. CC`I takes responsibility only for items specifically addressed in our drawings and Studs. Studs €n exterior-walls shall be a single; member(not spliced nor discontinuous) from horizontal " 1 S�Wc i5e�a cal.y PSI.(Parallel Strand Lumber)and Versa-Lam. Use minimum 2.OI. 2 c�LIU Si minimum allowable bending, I I t~,AU.ar+- A s diaphragm to horizontal diaphragm horizontal diaphragms the roofs and floors that connect to exterior ( ar --.- ) p �� SnW�lSbaa� calculations. Constructed items not specifically addressed herein shall be built per minimum code. l f p I �t+1M o z ---r walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. Stud size, material, and stress. rbr,- LOADS maximum length between dia7hralgms is shown in shear wall table. c ? 1- - 1 I.VI_ (Laminated Veneer Lumber). Use minimum l.)E, b0[3 psi minimum allowable bending stress. - IIF Follm yin�g are the loads used for the subject design 1 analysis: $o'-art .r• a �IM a L 7 a Bealtl5 and Posts..All sawn structural beams, headers,and posts shall be Doug l'ir- Larch No 2 or better, I.SL(I-animated Strand Lumber). Members indicated) as 1.5E shadl have trim., 1.5E modulus of elasticity' I SHFgz wFli FJ--_ A_ LV-rI O Root live: 20 psi. 0 Exterior-GvaII dead: 10 psi except w'herc e\posed to :1•eathem"and specified as PT(Pressure Treated) may be I iem Fir No. 2 or better. ? '`R"i E and 2,300 psi allowable bcildlins stress. Members indicated as 1.3E shall have min., 1.3I: modulusdl or O Roof+ ceiling dead: 15 psf 0 Interior wall dead: 7psf C;ILEiarlls, PSLs, LVI_s,etc. shall be I P' fEmhricat€L'[I Wood Products section below. ° ' '-"w' l S°ssY par elasticity and 1.700 psi min. allowable bendingstress. a rJR«I �i Iq`r. <Ia ❑ Roof snow: 25 psi' 0 Seismic Factors: Ss= 1.143, Sl=0.406 Jails: Nails called out herein a€'L'"common.'SILLS, i.e. l5cl, i2dl, lOd, 8d. Smaller diameter, similar leingtln t ethic-Laminated Timbers. Unless otherwise noted, all Iglulam beans shall be _4I'-V4 DF/DI . Any that span nJa l r . _ <iH�� if �1 ❑ Floor n live: ll�175f O Selslnle Des Category': D nail gun nails may be substituted provided 50°Io more nails are used. For example if 8, 16d arc called out, continuouslyover one or more interior supports or are cantilevered use 24F-V8 DF!DF. Use industrial SICE4;i-o,s4 f yi'+-tEg T t' "F .ii A`[ O Floor dent!: 15 psf 0 Wind Exposure •C', 3-sec gust: 1 f 0 mph. the number of similar length .13l diameter nail trait hails required Is 8'�l.5 = I2. As another example if IGd I p 5pj`�. 14O E „Tap. wAe_U ?ram O Stairs and exits, residential, live: 4[J psf O Assumed allowable soil bearing pressure: p appearance grade. unless visually exposed tU interior living space use architectural appearance grade. lia..0 t[.aN p 17 nulls are called out at 4' spacing. File spacing of similar' length, narrower nail `Lill nails shall be 411.5 =2 7'' T -V O Deck Inc: 60 psf 2,000 psi. All ululainls shall be manufactured by an Al TC`approved fabricator. Store and install in accordance with l I O Deck dead: 10 psf. I Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall manufacturer's recommendations. II U� °,"u` az ~' °1L £AFT . a2 Table herein using materials designated 1or lateral load resistance by naitionally-approved mamlfaetur-ers. I I a2 �� ��K� .T7-r -SINGLE PROJECT: ^--- --- "` ___-____-_�__-_- -__�_ - _-� All shearwalls[inns[ be positively connected at top and bottom to diaphragms. Walls not specifically called I --- { 3- sce.�1i54'. _~ I he calculations,drawings, notes, specifications, and 1 or tables prepared by CCI are valid only for the Olit_on tabled --NS are not Intended as shear walls and shall be built per minimum code. -aa.' ara - 1• project indicated herein. Ilhese documents are not Valid, are not applicable to,and shall not be used tom-any Slie{ltllllrg.'`PL4 1ltills. use plywood or C35B, minimum thickness and nailing as indicated in Shear Wall �l k gyp.---� i E ---1,i other project at any other location. Table; oriented either direction. "GW.. halls are drywall shear walls, use per Shear Wall Table, Tor aF 1 \-� AL: n0 5 COMPETENT CONSTRUCTION I'ILZJL"1'I()\ PERSONNEL I SAFETY: slier ShcutllingJUtnts. Use blocking behind joints if indicated In the Shear Wall Table. With--PW" and --Ci W'- ' ' Only competent personnel familiar with construction and safety practices germane to the project shown !walls, no sheathing joints are allowed within 2-feet in any direction of a door or window cornet'. ice'' ` ��-l- `a p^J la eaa •herein should be employed to assemble and construct the work. Ply ly-Members. C'ontractor shall be responsible to comply with all OSHA and State Labor and Industries Standards, Trimmers, King-Studs, Headers. Where more than OIle 2x is placed itgaiil5t another and used as a multiple Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the ply king stud, trimmer, or header, connect all plies with 16d at 4-•OC, staggered. finished as-built condition of the structure and related systems. Beams, C'ulnllis. Where More titan one 2x,or LVL,or LSI, is placed against another and used as a multiple MATERIALS :AND METHODS: ply beam or column, connect all plies with glue and 2, 16d at spat ing. Provide and install all materials in accordance with manufacturer's regtiirements and recommendations. It is Cline, Epoxy. Where specified, wood glue shall be commercial tirade with minimum shear strength of 4'4) the contractor s responsibility to ensure all f icId personnel understand and LlCl11eI'e to this. psi at 28 days. Use Liquid Nails LN-940 or similar. Prep and a]7ly per manufacturer's recommendations.y. lI f () TEMPORARY SUPPORT'AND BRACING: Structural Shear Wall Callouts -Cop n'ri„ht C'onstruetioiiCalc, Inc (CY'I) Epoxy used with wood dowels or drift pins shall be Simpson ET-HP,or other brand intended for wood use. General. Provide adequate temporary'support co all waifs, roofs, beams,columns, and floors during - Wood and dowel shall be clean and dry prior to epoxy installation. Typical Shear Wall Gallant Symbol • construction. ❑esrn of slime is not included herein. Contractor or owner should check all tempol'ar'v- ��_ This symbol nidicares a dedic itLC1 shear Wall or panel, the type per e:allout bedoW. Window and Door�)I]eninns. Walls without this symbol, or tabled"NS" are not dedicated shear -use code-titElildatcl construction. suppoitin�g devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or perlttanent support systems. Header. Use minimum size as called out on Plans. All headers shall be installed with their tall dimension .4 Min. length of shear panel, It. FOOTINGS FOUNDATIONS SLABS ON GRADE: vertical. If'fleader is less tllaiii 3 inches wide(I.f:. a single 2x or single LVL)use a flat 2x nailed to the II'iW" construct entire Wall per this callous, with minimum individual panel lengths riidiet€ted on plan- ' bottom or header in an -la-configuration with I6d at 4'• max spacing. I r no header is specified, the wall is Geotechitical Report: CCI is not aware of a ueotechnical report for this project. CCI strongly recommends assumed non-load bearing and wall top plate may serve as the header. 'I'op of Cone. that a �geo€echnical report be performed by a qualified�geotechnical engineer for all construction projects. ip � j -'.�- s octal"ill a wall, head e rs fo€'e:iC'll wall to anchor :Ilrrlri!lc'.!r!'uc'rlit Openings. Where adjacent door o€-1G iild( v o]enin�� Soils analysis and u,coteehnical engineering are not a specialty of CCI. CCI depends on others for the opening.shall be iitdividutil members with full-height king studs between them. Each header shall use the C.lirl- Stud N.lii Edge Sill Block- p.ii-aillei 'Fop of max provision of soils data, which includes but is not limited to: allowable bearing capacity, liquefaction number r of king studs specified below or i€7 the Structural Callouts. city, NaIils Stud Stud Nominal marl /field Top plate c ling at framing wall to seen, potential,slope stalbility, active and passive lateral pressures, internal friction angle, amid cohesion. Its the wind/ Sheath- or height, spait g stud (see spa(tg(it, Top plate studs lInstip- or rim or pt'l-pull- Bottom Ind sill iv/4" Trimmers, rake!Jack Studs. Use size or larger per Structural (fallouts. Concealed flange hanger of similar . absence or a �geotechn€catl report CC'.1 will make as.sumptions regarding soil parameters, however, C'CI takes } p Call- sets, inn, Sides of screws, max., max., size, ski Sl I Stud Plate, splice, w/edge potted rim dicular plate to anchor to Atilt no responsibility or liability for future settlement, or damage or injury due to earth movement or failure of • bearing length and capacity may be substituted for trimmer. out Eli,pH' mill. wall size ft. 1I1. min. specs) spac'g,in. mIlin. Iliin. nail'g edges bIli'g. framing,. framing. concrete embed any kind. King Souls. Unless otherwise shown on Plans use the following. These must be full-height, bottom plate to Detail Retail Detail Structural Fill: --Stiuctural Fill- shall be granular material conforming to local or state highway tole plate, IF di.ipllra�lit to diail]llragmii. D1 D3 speciflcatiorns for imported FOSCI base or sub base;or ulse sand or'other clean granular materials no larucr * Openinlg less than G wI(Ie-use min.. one kingg stud each endf of header. � (D2) •_..� tfiati pea gravel. All structural fill must be compacted pet'the following section. 2x4 or C c]!l't Opening 6.1. 11 ide to 9' wide-use min., two king studs each end or header. 6/6��24 Compaction: Place all till materials in lilts not exceeding 8-inches. Compact L[sing mechanical(vibratory or one, 10 24 larger Sawn shetithing Can't 5i8"j bolt Opening, 9.I' wide to 16' w ide, use mitt.,three king steels each end of header. e r Arch 51t 2{t;lf7 impact) methods. In pa\ed areas and under structures, use structural backfill compacted to 95%relative s C'oil't or'SrR' 7!1(7' either � I blld�,o€' sheathing 48" lap sheathing Then HD, compaction. Ill non-paved Or non-footinu areas use structural backfill or native ba ck.fill minus rocks, lumps, Disco/aim/um Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the 1 PW f 68r OSB Dr side, ) ) 7 1 7{t, 7_7 ). i 17.5 C11' C]E' 16d tf: 1'„ „ 120 plywo- apply)l L d 1( 1( _xb Sawn Ci, l2g 1f] _ -x Iw! l0 -x NA c E A34 or 1-D1VC'- {i„or 1 2 and organic matter, compacted to 92% relative compaction, end of the header shall be connected to the remaining toll plate beyond with a horizontal CS18 strap withI Y I i Y I(lci 1.11)4 at 1Gslit'.Or minimum 12•• length on the header'and 12" length on the top plate bet•otld. Strap may be on top_ inside,0!' od direeIly 15600, 4.5" SI)S When roots, rocks,or other undesirable materials cause over-excavation, till over-excavation and compact to studs 19 St1G1'lr 36" hoax. NASA or outside of wall. 12 2x6 6/I2{i;l2 tu;24" [fir, 12" per the above. or LVL max Foundations. I'ootimlgs on Soil: All footings and foundations to bear on undisturbed existing soil or Anchor Bolts. . . - C'ol1't structural till. All ()ramie ie and deleterious material beneath tUotings and foundations to be-removed and Shear Trull anchor bolls connecting mud sills, LISe: 5/8 diameter x 8 min embedment at the spacing shot'n • sht'4w of replaced with structural till. Bottom of footings to be below locally prescribed frost zone, not less than 12". in the Plans but never greater Ihan 60'OC and within 1 2" of ends and cornet's, with 3"x J x .779 steel 490/ 4/17(i)l6 r4 16d(l-3" washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. 2PW (same) (same) (same) (same) 16 (slime) (same) i (same) (same) (s-one) 2x (sonic) (same) r "it (same) 41" Slabs on Grade. Subgralde below slabs shall be s€milai'to the above. A layer of free draining material and 1 35 9 o' [G'2 e .a suitable vapor barrier(designed by others) are recommended for all interior slabs. Rotolntlrnmcr-ecf anchor bolts at the same Spaclnu may be used in lieu of wet set - see specitictltions in 5D5 _ _ _ same previous section. An alternate to wet-set anchor bolts and washers ma be Simpson M'IASA or MASAP at 6"i Footrn? l'Drains. ootinig drains. with washed drain rock or Mira Drain or ecluivihe€it exte_ndimig to till€shed^ the sae Spacing specified for wet set anchor bolts. crude, shall be provided at the base of all footings and retaining walls which will have earth placed atainst 5cf for Aron-shear mill anchor bolts shall be spaced a maximum! of 72-inches and within 12-inches ore€ids and 5 2001 11'," or 7„ 4'4(iv24 4.5" SDS �„ them. Footing,braids shall be 4•- perforated pipe routed doll ngradient to clay light, unless otherwise .CsW 7 5 both l/_ ,od 10 ?4 2x4 {scone} (same) (saline) (same) NA (same) (same) c i (same) 7") corners and shall be fitted with 2-steel plate washers. Use either 1/2"diameter x 8'' min embedment wet- 2€)[) _II, gyp 7/7[r1 16 ;rr• 3 for 5i8" specified' set. or 112-Ti tell HD With 4" mitn embedment. S'i'ANI)ARD CONCRETE: Nun-shear hull anchors may be 0.145" diameter powder-actuated pins with 1-112'' min concrete - Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of Cc= embedment,at 16" OC., unless otherwise shown . 7,500 psi unless otherwise noted on Plaits. Minimum cement content = 5 sacks per cubic yard. 1Maximuin Decks: Joist hangers used at decks shall be connected to all wood members with corrosion-resistant 11 CO 2316 Antone Vllay water/cement ratio shall be 0.45. All materials shall be in accordance with AC'I 315, latest edition. P.E. or similar nails,or screws, Simpson SD9 or similar. Hangers shall be U orI.0 only(not LUS.) Ledgers Anacortes,WA 98221 � �� and placing,of all concrete to be in accordance with IBC and ACI 304 latest edition. shall be attached with screws or lag boltsper Callouts. All hardware and connectors shall be at least Professional Engineer 2 TimG@TimKGarrison.com Admixtures. IildluuStiy i'ecognired and aipprol•ed admixtures affecting set time, floss•ability, and/ of medium-duty corrosion-resistant Gwithgalvanizing oi-similar. I lashinn and waterproof-mu is by others. (360)708-1865 lwater)roofinj may be used provided the strength and durability of the concrete is not adversely affected, f Shear Wail Info and Standard Structural Specifications I lPressure Treated Lumber. Use pressure treated lumber in contact with concrete and for soil,and when Air Entrainment. Provide 5%air entraining in ail concrete exposed to the Garth or weather. directly exposed to weather. Pressure treating chemicals shall be inert,or otherwise non-reactive with metal Structural Analysis: New Home at 4008 St. CAR b Fly Ash. I-ugh quality. fly ash or other natural pozzolan may be used in accordance with AS I'lti'I C618 with a connectors (including snails, bolts, framing connectors, etc.) or structural steel members. Ma><-y s Dr., Anacortes, WA , r corresponding, reduction in cement content. Any such concrete shall obtain at least the strength and In certain cases non-pressure treated lumber may butt against concrete. In these cases use a layer of heavy, - r durability' characteristics as Standard Concrete listed above. asphaltic-treated construction paper between wood and concrete. '� ,err 11 "d i. CONCRETE REINFORCING:URGING: Bloc nu+ Bridging. Provide continuous blocking at all bearing ing locations. Provide full depth bridging or A fr` } SI€'enlwtln: Standard E'Uot1i1�,S. Stem walk, Slabs t�1l Grade. I�cii]f�rrci€tE�bars(iel3tlr) for standard fUUtiI1`�S, \.:blue:king at c8'OC' max. En Joist or[lifters withouit continutouls plyG1ood diaphra gm connection on the top . Client: Keystone Building Services 7 Building Design: Jim Dunlap t410 , stein walls, and slabs on grade shall be grade 40(Fy=40 ksi) or better, unless otherwise specified in the Framed floors which support posts shall be solidly blocked is uthin the floor cavity to positively'transfer a ONRL •' Plans. column,or other-concentrated loads through the floor to the supports beneath. Job Number: T21048 ' post, I I Date: August 16, 2021 Mit$ {4 „. Splicitw, Bending. All reinforcing shall be spliced,detailed, bent, and supported in accordance with the Bolts. Unless otherwise specified: Use washers o[t all bolts; tighten all bolts to a very snug wrench tight most recent AC'l code adopted by the jurisdiction. condition; use standard A307 bolts; for bolts its wood,drill the same diameter hole as the bolt; for bolts in ,