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HomeMy WebLinkAboutPermit File BLD-2021-0652 4118 Brant Circle (4) Aw CODE � �1 Y ° 6 CITY OF ANACORTES design � jd TUT-TY RESIDENCE evisio ' PLANNING AND BUILDING DEPT: APPROVED PLANS 1MDJIMjDUNLAP (360) 982-0535 REVIEWED FOR CODE COMPLIANCE JIM@JDDESIGNDRAFTING.COM `P *411111101003� � o• PERMIT#: BLD-2021-0652 4 ADDRESS: 4118 B NT CIR 41 18 BRANT CIRCLE ,°FIELD $ APPROVED BY: 1A__( ' ANACO RTES, WAS H I N GTO N SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT BE ALTERED WITHOUT AUTHORIZA ON. PARCEL ID# P79603 PROPERTY INFO. LOT 18 STITTWOOD DIV. NO. 1 SITE ADDRESS 4118 BRANT CIRCLE ANACORTES, WA 98221 PARCEL P19603 PROJECT DESCRIPTION: NEW CONSTRUCTION ONE-AND-A-HALF STORY ASSESSOR'S TAX#: 4343-000-018-0008 QTR: SE, SEC: 30, TWN: 35, RNG: 02 SINGLE-FAMILY RESIDENCE W/ ATTACHED TWO-CAR GARAGE PARCEL SIZE: 11,161.2 S.F. PROPERTY OWNERS: MICHAETTY ZONING DESIGNATION: R2 2442 NU) M 1"IAETRY STTTNO 2442 NW MARKET NO 488 SEATTLE, WA 98101 w U BUILDING CODES PROJECT INFO. o w MAIN FLOOR CONDITIONED 1354 S.F. CONSTRUCTION WILL COMPLY WITH >- UPPER FLOOR CONDITIONED 606 SIll .F. _I BUILDING STRUCTURAL 2018 IRC Q MECHANICAL 2018 IRC -- - - - PLUMBING 2018 UPC - _ _ - _ _"., y_ TOTAL CONDITIONED 1960 S.F. 0 • ENERGY it VENTILATION 2018 WSEC �� - - -- -- -_ -_ - _ �_ GARAGE 645 S.F. z _�� Y-' DECK 440 S.F. cn -�-._ -- - — 4 ."" - - T % V -_ �- _- _� _ �� �� BACK PATIO 264 S.F. L la \.c.- — �_� __�_ �- _ - + -- _�- � _ � SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE '- - �� - _ - - _ —- --. I ARE COUNTED ONCE. IN THIS INSTANCE THE STAIRS 0 J ilil -— - - _ _ _ — _ v—� �" ,__- _ :�t_ T -� _` I `_ i \ WERE COUNTED ON THE MAIN FLOOR, NOT ON THE TOP. �'T —-- -`T = - = - =T- - - _ . —_ r ---_- _= --i-------. I OPEN TO BELOW SPACES ARE NOT INCLUDED IN p la v �. .... _ --____ — --- - _ _= w: _ -"T} CALCULATIONS. GARAGE AREA IS CALCULATED I 'i r: �_T— - �- —�� _ ::_ -- -— - SEPARATELY. Z -. J j111N: r\ CC ct Q1— 4� �- - - . - j _ 0 = o ii.. -- -- _ — LI U Q 14 Zirill L. _ _- i �- w cn 0_ . - ____ _TJ IL::11 AI °I DO ____ __-__-:1 lir - 1 �1 jll ilIr.. LOT COVERAGE w o � t-_,, --j l I I I BUILDING AT FOUNDATION 2000 S.F. CU 0 H Q ix 1 I I L�� I DECK 440 S.F. 0 N Q 0- TOTAL LOT COVERAGE 2440 S.F. PERCENTAGE OF 11,161.2 S.F. LOT 20.8% i IMPERVIOUS SURFACE UNDER ROOF (INCL EAVES) 2312 S.F. PAVED DRIVEWAY/WALKWAY (NOT . UNDER EAVES) 933 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 % W DRAWING INDEX FIRE AREA ( Al COVER PAGE . MAIN FLOOR FIRE AREA 2000 S.F. Q UPPER FLOOR FIRE AREA 606 S.F. II _-- - --Arnacortes A2 SITE ir LANDSCAPE PLAN TOTAL FIRE AREA 2606 S.F. CC A3 FOUNDATION � MAIN FLOOR FRAMING PLAN a z W tL A4 MAIN FLOOR PLAN ENERGY CREDITS 0 A5 UPPER FLOOR PLAN �`r LIVING SPACE IN THIS BUILDING IS THAT OF A MEDIUM DWELLING UNIT GENERAL NOTES w 0 (BETWEEN 1500 - 5000 S.F.)WHICH WILL REQUIRE 6.0 CREDITS CU A6 UPPER FLOOR FRAMING PLAN A i). . • HOUSE SHALL BE HEATED BY DUCTED HEAT a_ 0 OPTION DESCRIPTION CREDITS PUMP AS NOTED IN ENERGY CREDITS. Al ROOF FRAMING PLAN ir DETAILS ▪ WATER SHALL BE HEATED BY ELECTRIC HEAT _ 1.3 R 38 FLOORS U 0.28 WINDOWS DOOR 0.5 PUMP WATER HEATER AS NOTED IN ENERGY DRAWN BY JAD AS BUILDING SECTIONS AVERAGE CREDITS. SCALE N/A A9 BUILDING SECTIONS 2.2 2.0 ACH50, ENERGY STAR 0.3 CFM/SF 1.0 JD JOB# 1318NC21-TUTT 2 4,4118 Brant Cyr, 09 Anacartes,l+UA.o82:�7` 3.5A HSPF 11.0 CENTRALLY DUCTED HEAT PUMP 1.5 DATE 05/08/2021 Al ELEVATIONS NORTH EAST 4.1 DUCTS IN ATTIC TO BE BURIED IN INSULATION 0.5 . REVISIONS All ELEVATIONS SOUTH 1 WEST INN 5.4 ELECTRIC HEAT PUMP WATER HEATER 1.5 11/12/2021 FLIPPED HOUSE ^� Foda/go Bay HEAT HP FUEL EQUALIZATION HEAT PUMP CREDIT 1.0 PLAN Alt DETAILS �ti r�quatrc ti. Reserve S1 STRUCTURAL DRAWINGS ir DETAILS ❑.It-y,.;'i!-1r°r TOTAL ENERGY CREDITS 6.0 4 S2 STRUCTURAL DRAWINGS ir DETAILS S3 STANDARD STRUCTURAL SPECIFICATIONS VICINITY MAP Al SHEET 1 OF 12 r 1 jJjd design EROSION CONTROL JIM DUNLAP (360) 982-0535 NOTES 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 *• a STOCKPILED SOIL WItH VISQUEEN. / �� TERRACED LANDSCAPE AREAS 4,�-riik ° IMAXIMUM 20' DRIVEWAY W/ 6' FLARE AT EACH SIDE. ,,111V ° ° ° 0_ TOTAL WIDTH AT STREET NOT m ° a @TO EXCEED 32' DRAINAGE NOTES5 °°i� d p• RUN ROOF SITE DRAINS IN 4 PVC tIGHTLINE l• . 1 ° G D D IV W Y TO SEND TO ON-SITE INFILTRATION SYSTEM AS NOTED IN ` ` ° a RA E R E ADRAINAGE PLAN. \ .11(kWiiiil � \, I ,, ° ° ° ° a KEEP WATERFLOW FROM CO,CODj co • KEEP DRIVEWAYS/PAVED AREAS SLOPING AWAY `�� 1��1 1� �1 \ ° GOING ONTO ROAD �� � FROM HOUSE. i / / \ ��`' ` / I °° a °° ° °a 1 Y `�ei <� . ‘,k- , , , \ ° ° ....ALIkk LANDSCAPE NOTES 6, s ..... , \k \k \k \ ik .0,k. - )c41100 loll a P79602 ' ��a `z 0 ° tn • APPROXIMATELY 1200 S.F. OF THE IL-W.2 S.F. LOT \ S�DE�y% 'V 'V ' ' 'V ' °III ° ° ° 6 44, cY WILL BE LANDSCAPED WITH EITHER GRASS OR 1\1 ° ° Sr, PLANTED AREAS OR LEFT NATURAL(THIS IS \ *�� 41111ikk 1S/40 ,,.t APPROXIMATELY 'I% OF THE LOT). THERE WILL BE A i \ toFjEL 14MINIMUM OF G2)TREES (OR TREE CREDITS)INCLUDING \ & 4 BOTH NEW AND EXISTING TREES, WITH NO MORE THAN a30% BEING OF THE SAME SPECIES. EVERGREEN \ i q °TREES SHALL BE MIN. S' TALL, WHILE DECIDUOUS ..j\\' \' \ \' \ \ \' \' \ 3��0 \ v ° ° ° ° ° ° N w TREES SHALL HAVE MIN. 11/2' CALIPER AT CHEST i \, \, /C \, \ \, \, \ \, \,\\ \ \, \, \ \, ��� I' ° , , w HEIGHT. LAWN i \< ° , 0 • ANY EXISTING TREES TO BE RETAINED ON PROPERTY �� \ , ( a ° , ,� cn AIllo OR IN RIGHT OF WAY MUST BE FENCED AT DRIP UNE \ \, \, \, \, 'V \, \,\ 'V \, 'V ...v/ \\*\%% \ \ + 6'. FENCING TO REMAIN IN PLACE FOR DURATION OF i \ ° ° ° ,�. _I CONSTRUCTION. / \ \ \ \ \ / \ ° Ill J ° • \\\ 0. 11\ LU LANDSCAPE CALCULATIONSlic-- VA �� , \ \ // ° ° ° ° z 0 \k \k";_ \k \k * \k \k \ N >_ SITE AREA 11,161.2 S.F. `, 'V 'V 'V 'V 'V 'V 'V + '�` \ la \ \ / ° ° °° , O cn % OF SITE AREA TO BE 20% MIN. R2 ZONE I \, \ \, \, FLATN'AREA\' \ . \\ \ // /�i `� ° a° ° ° \° 0 I LANDSCAPED (PER AMC 2352 S.F. REQUIRED UTtLE SLOPE \ \ \ \ \ ir � V \ / co /� ° d° 0 LL w TABLES 19.42.020 .030) 1200 S.F. PROPOSED \ / ° a \, \, \, \, \, \ 11111/11r\'1- \\ \ / ° O cc NipPt ° ° ° ° ° ° \DAENI'D'i \ 0 c� COMPLIANCE WITH AMC TREE UNITS REQUIRED 12 \ \, \,\ \, \, \, \, \, \ \ / i ° a OLIJ\ / ° EDGE OF PAVEMENT I—CH. 16.50 TREE TREE UNITS RETAINED 0 `, \ \ /i a °av Z OPRESERVATION TREE UNITS PROVIDED 12 \ � \ \�---- ___—_____`'�,,,, �° °° ° ° CC < 1• (3)NEW EVERGREEN tREE \ \ \1 \ \ \�, \ `\i/ �✓ \ P \ - ° cj co Z(MIN. 6' IN HEIGHT) \ , 4\ PROOOSED a =111111 \, \, \, \, \, \, \, \, \, P \ o o ° a a ° ° ° a0 �?• (9) NEW DECIDUOUS TREES �►- 1 \ a ° cn(MIN. 2" CALIPER @ 6" \ \, \, \, ,/ \, \, \, 'V • o o D \\ RESID CE •-• ° ° °° w cnQABOVE GROUND) Allip „/ \ ° Np \ \ a ° # NUMBER OF REQUIRED N/A 101 �� \ ' ° ° ° v JSTREET TREES \ o � \\ \ a ° ° ° BLOCK RETAINING o w Q4 \ \ ° ° a r\0 WALLS• NOTt0EXCEED Z Q \ \ \ \ \ \ -0; o\ \ ° 4' o �A� 4' IN HEIGHT TYP. w N Q a_ t N ° �,• a 0 BMP SN o ,,,� ° ° a a gBMP GI05 CONSTRUCTION ENTRANCE. PROVIDES\ "„ AA1 ° ° ° ° ° a ° 0 \ , \ \ \ v \ \ \ \ 1 P_ ° °12 WIDE X 20' LONG CMIN.)CONSTRUCTION ACCESS P \ \ \ 1 a °a °W/ CRUSHED ROCK BASE @GONG. DRIVEWAY \ \ ��, \ \ \ \ \ 1 \\ ° �a ° ° ° ° ° ° 'a ° LOCATION. \ \� \ 4 ° PROPOSED ° \ irii: I A' `v `1' * `1' A V ° PAVED (CONCRETE) a \ 4 \� BMP C111 CONSTRUCTION ROAD/PARKING AREA. `,S \I \ �' \ \ \ \\ \ ° ° DRovEWAo m y \ \r�iY•Alk Bs O USE FUTURE DRIVEWAY/PARKING AREA. I 3' �� \ \\ \ \ ° ° ° ° ° ° \ \\ �/' �,` �+ \ \ \ \ \ \ \ 41) ° a \ NEAREST FIRE BMP C123: TEMPORARY SOIL STOCKPILE �_ _ \ \ \ \ °° ° 8 a ° HYDRANT: APPROX. \ \ 4 °y 250' TO SOUTHEAST 3 LOCATION. COVER STOCKPILE W/ STRAW OR \ ° - II�� VISQUEEN it INSTALL SILT FENCE AROUND DOWN 10-Alr \ \\ \\ °\\° ° ° ONSLOPE SIDE(S). Mil' \ \ \ \ \\ \ \ \ \ \, \ \ \\ ° ° ° a \ \ \ \ 4Z \ \ 2-CAR GARAGE O LIJ BAMMPAC154 DESIGNATED CONCRETE WASH OUT \ \ \\ \ \ \ \ \ \\\ \\ \N° ° ° ° \ \ \ CA/Ofr \, \ \ \ \ \ �\ \ \ \ \ \ \ \\ ° a ° \ \ \ \, BMP C233: SILT FENCE. INSTALL SILT FENCE ON \ \ V \ \ \ \ \ \ \ ..a \\ \\ \ \ \ \ \ 5 DOWNSLOPE SIDES OF CONSTRUCTION SITE. A_ \, \, \\\, \, \,\ \, \, \ _ \\ \\ , \, i 'V \, \, \ \ \ \ I \ * \\ �\ \ \� \ \ \ ,� \\\ \ \\ F T AREA\I \ \\ \\ /��� \� \ \ 031A __________ \ \ \ 61tTL SIsOPEI \ \ \ \ \/\ 63 0 co \.k\k + * \ �� 0 SITE & LANDSCAPE , \* LEGEND ' \ , \ ‘ , , , , 0� EVERGREEN TREE �� Co'ti O� ' 'V 'V 'V 'V 'VDa \ \k '\ 'V 'V 'V 'V 'V 'V ' 'V ' '\' _ cL Orki DECIDUOUS TREE EIJJ \ \ \ \ \ \/ / 1.19 w 00 0 SHRUB/Buses \I w a 0_ • WWWW LAWN11,a\fr \ \ �\ \ \ W W P33050 PAVED SURFACE ; - T + (STITTWOOD PROPERTY DRAWN BY JAD HOMEOWNERS ASSOCIATION) SCALE AS NOTED GRAVEL SURFACE CRUSHED AGGREGATE GREATER / JD JOB# 1318NC21-TUTT THAN 3" BUT SMALLER THAN 6" y1,. DATE 05/08/2021 PROPERTY LINE 3 — BUILDING SETBACK , REVISIONS \/\\/\'. . .. . '. \ LINE OF BLDG. FOOTPRINT %//j "���'����'� s E I/II/2021 FLIPPED HOUSE \A\A\A\A\A\A A\,\,\,\,\,\,\\/ PLAN, DRIVEWAY RELOCA- -————— LINE OF ROOF TION, HOUSE SLIGHT RE-POSITION ON SITE - — UTILITY LINE SITE & LANDSCAPE PLAN SILT OR HIGH VISIBILITY CONSTRUCTION ENTRANCE NORTH SCALE: 1/8" = I'-0" CROSS SECTION1 — A2 SHEET 2 OF 12 Health and Quality of Trees Proposed for Planting. Trees proposed for planting must meet the following minimum 3Jd design standards in order to be credited towards satisfying the tree density requirements of this chapter: EROSION CONTROL 1. Each tree shall be healthy stock and carefully planted in a JIM DUNLAP three-foot or larger hole in good, appropriately fertilized topsoil; (360) 982-0535 JIM@JDDESIGNDRAFTING.COM NOTES 2. Each required deciduous tree shall have a minimum of two-inch • CONTRACTOR TO INSTALL SILT FENCING ON DOWN caliper within six inches of ground at time of planting; SLOPE SIDE OF ENTIRE EXTENTS OF EACH SITE UNDER CONSTRUCTION. SILT FENCING TO REMAIN UNTIL ALL 3. Each required evergreen tree shall have a minimum height of CONSTRUCTION IS COMPLETED AND LANDSCAPE IS IN eight feet at time of planting; PLACE. ° ° • IN ADDITION TO SILT FENCING COVER ALL 4. Trees planted shall include a mix of coniferous and deciduous Va STOCKPILED SOIL WITH VISQUEEN. trees. At a minimum, thirty percent of the trees planted shall be TERRACED ° . ° coniferous; LANDSCAPE AREAS (Ø % Au ° MAXIMUM 20' DRIVEWAY W/ ,, a a /� 6' FLARE AT EACH SIDE. I 5. I o avoid potentially unneattny monocultures, the total number of ° a ° 0_ TOTAL WIDTH AT STREET NOT DRAINAGE NOTES any individual species of replacement tree planted shall not exceed lit .a TOEXCEED32'thirty percent of the same species or thirty-five percent of the same � aa 0 a • RUN ROOF ff SITE DRAINS IN 4" PVC TIGHTLINE genus of the total number of all replacement treesplanted. SEND TO ON-SITE INFILTRATION SYSTEM AS NOTED IN p \ A 01,� 1,'� ° ° a GRADE DRIVEWAY TO DRAINAGE PLAN. , ° ° ° a ° KEEP WATERFLOW FROM 6. Where possible, required trees should predominantly be selected L1 1 �4�' GOING ONTO ROAD • KEEP DRIVEWAYS/PAVED AREAS SLOPING AWAY -�� ° HOUSE. from the native tree species. The city planning department will * - ------- FROM \ I;r ; °a a ° °° maintain a list of native tree species. (Ord. 2756 Att. F, 2006) �� \ Shil% 001 °� °06 \ 4 „....446k LANDSCAPE NOTES °° a • P79602 q 4/ v� 0 ° • APPROXIMATELY 1200 S.F. OF THE 11,161.2 S.F. LOT * ��SlL 4, a \ WILL BE LANDSCAPED WITH EITHER GRASS OR \ S1w / ill ° ° PLANTED AREAS OR LEFT NATURAL(THIS IS \ ��� v \\, m- ° a a APPROXIMATELY 61% OF THE LOT). THERE WILL BE A i \ ° V . -11 fil & ° 446 MINIMUM OF (12)TREES (OR TREE CREDITS)INCLUDING / \ 2� BOTH NEW AND EXISTING TREES, WITH NO MORE THAN 4( \ * 4/ * i \ {G °a 30% BEING OF THE SAME SPECIES. EVERGREEN \ / i- q TREES SHALL BE MIN. S' TALL, WHILE DECIDUOUS * *�\\k \" A\ \fr 3��� q- v j �� c a a ° ° ° ° °a1'4 W U TREES SHALL HAVE MIN. I 1/2" CALIPER AT CHEST i / \ \ <- r� �'4/1 ° w HEIGHT. LAWN i ° o * / * .v A .v r i 4a i 1 a • ANY EXISTING TREES TO BE RETAINED ON PROPERTY \ \ - , a ° �!► 4. w OR IN RIGHT OF WAY MUST BE FENCED AT DRIP LINE V V i a + 6'. FENCING TO REMAIN IN PLACE FOR DURATION OF i-- \ ° ° ° ° . ss >- fr CONSTRUCTION. \ ° IJJ �, 3�'/ !'v, 4\----- ° \ ,, ' C/ NO 0 LANDSCAPE CALCULATIONS \\ // ° * z \ VA .� \ \ \ / a ° Cn \P \P �Q. \ ° a › OW SITE AREA 11,161.2 S.F. A�— �ik V A // ° ° ° o �� \ ° °° % OF SITE AREA TO BE 20% MIN. R2 ZONES FLAT]AREA \ 411111 LANDSCAPED (PER AMC 2352 S.F. REQUIRED ` \ \ // ice/\ \\\\ °° ° �°LITTLE SLOPE coTABLES 19.42.020-.030) 1200 S.F. PROPOSED \ \ / i ° a 0 w \ / , ° ° 0 J * * * * * \'-e,[4,- V \ / i� , ° ° ` z U \ \ / i� ° ° ° yRLE 1 o U COMPLIANCE WITH AMC TREE UNITS REQUIRED 12 \ \ \ / �� ° ° LTA = 9°-0'3-'" EDGE OF PAVEMENT IZ CH. 16.50 TREE TREE UNITS RETAINED: 0 a \ / a ° IJJ U z ° a TH93. 8 zO PESEVATION TREE UNITS PROVIDED 12 "' \ �———— — ___ _`'�,,,\\\0 ,1‘, iaa °° ° °° DIIS =`,592.-0" D ~ • (3)NEW EVERGREEN TREE �_ ��✓✓ \ a A --- ° m 0(MIN. 5' IN HEIGHT) P A ° a ° Z co I NO • (9)NEW DECIDUOUS TREES11111° * * * * \L o Ao PRO O ED ° °a ° ° 0 — U) o ° U(MIN. 2" CALIPER Ca 6 L L o o \� \ . . ° a Q .o 4\. RESID �ICEABOVE GROUND) o \ ' ° °° ° z Cl) U * * V/ a a NUMBER OF REQUIRED N/A ° oo�0 o V A ° a ° °° ° w Q w STREET TREES * * * * I/ * * * o � \ \ 0. , a ° a a BLOCK RETAINING o w Q ix a V' V A ° a a ��OaD -P WALLS: NOT TO EXCEED I— z < * * *_ ., * * * q ° o A \\ ��A-( s'\ 4' IN HEIGHT TYP. cn Q ° as w wa p \\ /'\ .e�° a a a ° a 44 DOQ� s'0 ‹ ill* • �/ N yam_ va : o \ \ �� a ZA a ° ° BMP'S � ,� �H a a vv, - <- , a ° a ° / 9 ° a \� a W � ' ›,..-\-- �� v v 1 / a a a a a a ° �� BMP CI05: CONSTRUCTION ENTRANCE. PROVIDE S op A A I aa ° a a a a 1 I v \ v \ 1 ° p_ ° a 12' WIDE X 20' LONG (MIN.)CONSTRUCTION ACCESS I P i \ \ i a a a ° a° ° •a a i' VA W/ CRUSHED ROCK BASE @ CONC. DRIVEWAY 4 � ° \ 1 i �\ ° ° ° a LOCATION. \ \\ \�i ° ° P�20PO�E� a ° \ 4\ \ a ° PAVED (CONCRETE) a , \ \ .0 0 BMP G111 CONSTRUCTION ROAD/PARKING AREA. °'S Y�j \ ° W \\1/\ \ lilliNE" \ \\ Z USE FUTURE DRIVEWAY/PARKING AREA. 3 \ \ \ \\ \\ 1 C ° a ° ° \� NEAREST FIRE BMP CI23: TEMPORARY SOIL STOCKPILE 0_ „dm/ \\I, 1, \ * Q_ \ \ \ a \ `= ° ° 8 a _J� HYDRANT: APPROX. 0 LOCATION. COVER STOCKPILE W/ STRAW OR \� \ \ °*+ I i 250' TO SOUTHEAST VISQUEEN it INSTALL SILT FENCE AROUND DOWN \ fr �\ �\ °AV° a ° SLOPE SIDE(S). \ \ CIE �� 4110111} V A 2-GAR �ARAGE \ ° °a a a ° a v w * w - * / IJJ BMP GI54: DESIGNATED CONCRETE WASH-OUT V A \V \ \ ° a �r a ° ° �� H 4 AREA \ �� �� \\ �V \V ° a a w � E BMP C233: SILT FENCE. INSTALL SILT FENCE ON \ \ / a * * \� \ .0 _ \ \ A \ v \fr5 DOWNSLOPE SIDES OF CONSTRUCTION SITE. 0_ \I * * * \r/\ rz * 6. \ \ ) \k \k \k.-- \k * \, \ Cil V \\ ��i �- w� 0 \ , ��V \< FLAT�AREAIE \ \ ��� � ��� �� / 31k V �ITTL SI�OPE� �- �\ \ ]✓� v v� CO' \ * \\ 4o * * 4o 1 * * \ �i * - * E SITE & LANDSCAPE a `* „ , 1 , „ I vA �-�'� LEGEND \ , � \NH L\ H ' \- I EE \\ \ EE EE 4o 9 4 I I ,,s '\T L'Il'Cl° ' \ 11 EVERGREEN TREE \ r r/ tpti ZDCl I� \ * H 1 i DECIDUOUS TREE < 'I 'I 'I W 00 SHRUB/BUSH 0 w * * * , I% * LAWN v fr \2< PAVED SURFACE & P33050 ; - i \I (STITTWOOD PROPERTY DRAWN BY JAD HOMEOWNERS ASSOCIATION) SCALE AS NOTED GRAVEL SURFACE CRUSHED AGGREGATE GREATER / JD JOB# 1318NC2I-TUTT THAN 3" BUT SMALLER THAN 6'" �� / 9,6' DATE 05/08/2021 — PROPERTY LINE 3 — BUILDING SETBACK / REVISIONS \/AA/- . VA�� ',011/11/2021 FLIPPED HOUSE LINE OF BLDG. FOOTPRINT %//j " �—'���'� '�—� F \A\ \ A\A A\ ��\ A\A\/ '/' PLAN, DRIVEWAY RELOCA- -————— LINE OF ROOF TI N, HOUSE LI HT RE-POSITION ON SITE - — UTILITY LINE , SITE & LANDSCAPE PLAN FENCESILT R HIGH VISIBILITY CONSTRUCTION ENTRANCE NORTH SCALE: 1/8" = I'-0" CROSS SECTION — A2 SHEET 2 OF 12 Q V Q o jd design FOUNDATION NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER / 65" 0" / SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND JIM DUN LAP (360) 982-0535 CONDITIONS IN THE FIELD. 30'-e" I 35'-0" I JIM@JDDESIGNDRAFTING.COM • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS / / I I / ACCOMPANIED WITH PLANS TO SUPERCEDE ALL 5'-8 3/4" 15'-6 1/2" 13'-8 3/4' 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 I I STEPPED AS REQUIRED TO MAINTAIN IS" DEPTH BELOW GRADE. \ \ r L ° m ° ° I I \ \ \ • COVER CRAWL SPACE GRADE WITH HIGH DENSITY POLYETHYLENE HIGH QUALITY VAPOR RETARDER. 7 7 v I LAP EDGES 12"" MIN. AND EXTEND 12" MIN. UP g ° , FOUNDATION WALL ° \ • FILL UNDER SLABS ON GRADE TO BE MIN. 4" DEPTH ° 0 GRANULAR MATERIAL COMPACTED TO 95%. iv • CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' 2 c1 MAX. INTERVALS EACH WAY. Al2 - \ m • CONCRETE SIDEWALKS TO HAVE 3/4" TOOLED JOINTS i AT 5" O.G. EACH WAY. r+ 2 X 8 JOISTS Ca FLUSH • WIRE MESH TO BE USED IN CONCRETE SLABS, ° POSITIONED IN MIDDLE THIRD OF SLAB. SHOWER LOCATION ° 16" X 8" X 8" VENT zs i, • USE HIGH DENSITY POLYETHYLENE HIGH QUALITY VAPOR RETARDER UNDER CONCRETE SLABS IN TYP. (11)PL LP GARAGE AND BASEMENT. s • A WATERPROOF MEMBRANE IS TO BE USED ON FOUNDATION WALLS BELOW GRADE. GARAGE SLAB • DRAIN TILE WITH DRAIN HOLES TO BE INSTALLED NEXT r 4" CONCRETE SLAB W/ 6 X 6 X 10/10 J _� J TO PERIMETER FOOTINGS. `m WWM, OVER 6 MIL POLY VAPOR e u ° \ ° \ ° ° p ° ' I °° \ \ -in " BARRIER, OVER 4" COMPACTED II A - • A LAYER OF ROUND, WASHED, DRAINAGE-GRADE c.+ GRANULAR FILL , o I- - - - - - - - - - - - -� GRAVEL IS TO BE USED OVER DRAIN TILE, NEXT TO I I U _ , _ FOOTINGS. 30-LB. FELTPAPEISTOBEUSEDOvER °THE GRAVEL. - - - - I o• ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT ir) I Al2 .- wWITH CONCRETE TO BE PESSUE TREATED. - - - - - - - • BEAM POCKETS IN CONCRETE TO HAVE 1/2" J W AIRSPACE AT SIDES ENDS WITH MIN. BEARING OF 3". - — — \ E - - - - - - 1 1 • FOLLOW ALL JOIST FRAMING DETAILS PER u - wOMANUFACTUE . . - - - - - - _ L ' ' _ _ - IE II J • PROVIDE BLOCKING ABOVE ALL BEARING WALLS zm R)�A- - - z_. z AND BEAMS. - - - - - - - ✓ I 6 v cn • ALL CONNECTORS AND FASTENERS IN CONTACT WITH - - . - ,� Al2 PRESSURE TREATED WOOD SHALL BE HOT DIPPED = - - - - I_1 - - - - - - - - O GALVANIZED OR EQUIVALENT PROTECTION. - - - � 41) 0 \ \ - - - 1Q• ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR s) z„, - - - - - - - - I - - - \s) wr `nSPACES. ACCESS OPENING THROUGH PERIMETER s I s wWALL SHALL BE NOT LESS THAN I8'" X 24"". IF ANY o J - - - - - - - - - - - O UPORTION OF THROUGH-WALL ACCESS IS BELOW m _ -_ Aft `v z W GRADE AN AREAWAY NOT LESS THAN 18" X 24" - - - \ O v SHALL BE PROVIDED (IRG R408.4). L - J �FT 16 • ..... \ z O 1 . • CONTRACTOR TO COORDINATE FOUNDATION ; SLAB J _ _ _ _ - - _ _ - - - CC a 1_ BLOCK-OUTS W/ MECH. ; ELECT. FOR SIZE ; � - \ -4 1 \ '� Z m z LOCATIONS. ° = r = I 0 _ _ z � - • ALL CONCENTRATED LOADS FROM ROOF TRUSSES \ O� A MUST BE TRANSFERRED TO THE FOUNDATION WITH AIII 0 - I tt UJ N n - z u) 0_ BUILT-UP POST AND FOOTINGS AS REQUIRED. VERIFY n ` O O m ° z Lu Lu 0 # STRUCTURAL IENCsNEER.ENGINEER AND/OR - - - - 11 _1 - - - -� u� - X - - - - _ 0 0 ~ CRAWL SPACE o J g, • , COVER W/ 6 MIL. POLY v - Q O� U - - - \ i VAPOR BARRIER - - — — — ce H z Q CRAWL SPACE ,m - IV - - - - -, - - - - r - - - - T VENTILATION r - _ _ _ - - - - - ✓ 'v CRAWL SPACE ACCESS _E - ON EXTERIOR OR INSIDE PROVIDE VENTILATION IN CRAWL SPACE WITH I I ACCESS OK FOUNDATION VENTS. PROVIDE 1 S.F. VENTING PER �° \ ii- 1 I- \150 S.F. OF AREA. . IICRAWL SPACE = 1354 S.F. - - - - - - - - - - r - - - - - 1354/150 = 9.03 S.F. OF VENT AREA REQUIRED I I" AIR SPACE TYP. _ HI _9.03/0.56 NET FREE AREA VENT - _ (Il)VENTS REQUIRED MIN. (16" X S" DIM.) i4I 11 Al2 - - - ar - - - - - I dr - - - ° VENTS TO BE COVERED WITH 1/4" CORROSION L _I - - - - L J ° RESISTANT WIRE MESH. ° c °`F ° Z \ — ° , Ft_ L '-in•.I n >nm gn n n\ n° lei n ° rti rti 'n • \ LOCATE ONE VENT WITHIN 3 FT. OF EACH CORNER It• ° I - - - - - I r -T Z OF BUILDING. m Q I I 1 1 1 1 1 1 1 I I — — — — — I ° I I 1 1 1 1 1 1 1 1 11 'm IIz I I L J Q ON l °° - \ \ nd n n nn n n nn°yn n n n \ \ (11 Ci III I I I I I I I I I I I I I I � II NOTE: FLOOR JOISTS SHOWN IN DRAWING ARE FOR 11 m I I Q w (4 Z SCHEMATIC PURPOSES ONLY. FOR FLOOR JOIST 0 I I I I 2 112 P • • DE K J�STS Ca 16 O C I I - LAYOUT REFER TO JOIST DESIGN ; SPECIFICATIONS 'v N Z FROM FLOOR JOIST SUPPLIER. 2 =� _ � - to l I I I I I I I I I � II s =� 'co cil n 'ck) 0 < ci 1 I— re 0 I II 1- - I I — II < II- II ® ' 'I _\__,, ,Iv\ \ CI re z Z I I 0 I TYP. SPACING I a_ O , P I'-4 1/2" 9' 3 9 9" 3 I-4 1/2' 3'-0" I'-O' 6'-3 1/2" '-0' 0 D 0 / / 'I ° / / / / / / / TYP. (8)PL. U w FOUNDATION & FLOOR 13'-6" 16'-e" 13'-6" w O / < LL LL FRAMING LEGEND 22'-e" 43"-0'" I I / / / 65'-0" I I DRAWN BY JAD ° g ° FOUNDATION STEM WALL / / SCALE 1/4" = 1'-0" UNO JD JOB# 1318NC21-TUTT FOUNDATION FOOTING Q u Q O DATE 05/08/2021 FLOOR JOIST REVISIONS - BEAM/GIRDER 1/12/2021 FLIPPED HOUSE OUTLINE OF WALLS OF PLAN SUPPORTED FLOOR FOUNDATION & MAI N El POST n JOIST HANGER 4) FLOOR FRAMING PLAN SEE ENGINEERING PAGES FOR HOLD DOU1N LOCATIONS it SPECIFICATIONS A3 SHEET 3 OF 12 I FLOOR PLAN NOTES a u a Q jd design • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER 65'-0" SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND / CONDITIONS IN THE FIELD. I • CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY 30'-0 I35" 0" (360) 982-0535 OTHER ROUGH OPENING SIZES WITH OWNER/ / / I I / JIM@JDDESIGNDRAFTING.COM CONTRACTOR PRIOR TO WALL CONSTRUCTION. 5'-6" 16'-0" • ALL WOOD IN CONTACT WITH CONCRETE MUST BE / / PRESSURE TREATED MATERIAL USE CORROSION 2'-9 2"-9" 8-2 1/2" 5"-11" 6"-10 I/2 3"-6" 10"-0" RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE TREATED LUMBER. / / / / / / / • ALL EXTERIOR WALLS (EXCEPT GARAGE)TO BE I FRAMED WITH 2 X 6 STUDS AT 16" O.C. AND I I 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.C. AND SHEATHED WITH 1/16" OSB PLYWOOD OR SETTER WITH 15# BUILDING PAPER. • Li 7 • ALL INTERIOR WALLS TO BE FRAMED WITH 2 X 4 • STUDS AT 16" O.G. AND SHEATHED WITH I/2" GYPSUM •• co WALLBOARD UNLESS NOTED OTHERWISE. `q • ALL GLASS TO HAVE LOW E GLAZING. GLAZING IN • HAZARDOUS LOCATIONS TO SE TEMPERED PER IRC SECTION R308. SEE R308.4 FOR DEFINITION OF "� al HAZARDOUS AREAS. m • • PROVIDE SMOKE DETECTORS ON OR NEAR THE - • STEPS AS NEEDED `� CEILING OF EACH FLOOR, IN ALL BEDROOMS, AND SINK JOISTS FOR • JUST OUTSIDE EACH BEDROOM. SMOKE DETECTORS • SELF-CLOSING 20 MIN. • • FLUSH SHOWER PAN TO BE WIRED TO THE ELECTRICAL SYSTEM WITH RATED DOOR 1' 6 I/2" (ID BATTERY BACKUP (IRC R311.1 it R311.2). GARAGE / 1/ / 0 6-6 `o MECH. • BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETING THE FOLLOWING CONDITIONS: WINDOW SILLS TO BE PO I WATER I"-6" WITHIN 44" OF FINISHED FLOOR WITH A NET CLEAR O O O OPENING OF 5.1 SQ. FT. MIN. THE OPENING TO HAVE .4 I U thi HEATER 2636 SH 5036 DBL CSMT 5036 SL S.G. MIN. CLEAR OPENING HEIGHT OF 24" AND WIDTH OF 'is N DROP DOWN STAIR u Q 20" (IRC SECTION R310). m LADDER u 3068 000 � � 000 • ALL SHOWER AREAS TO BE FINISHED WITH A SMOOTH, N ,cm IL I Q 3'-4" I DWL 7 V U LU HARD NON-ABSORBENT MATERIAL TO MIN. 12" \ L--JEl, \ a ►�� - z NASTALLEDOvE RAIN OvEIRLET.WATERSRESISTAIAL TO NT PLASTER O I/TO HOUSE RAPE.) / �' J L \ \ `^ w BOARD. • R EX. 8 6iLCEl UTILITY HT. X \ I >- • LIMIT WATER FLOW IN SHOWERS TO(3)GPM. • g. AN 1 1' 0'" 2' 6" J • TOILETS TO BE LOCATED IN AREA WITH MIN. 30" 7 T 7 `� HALF WALLUJ WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE �� HOLE HOUSE X \ W/ GLASS a Q (I) CLEARANCE OF MIN. 21" IN FRONT OF TOILET. TOILETS • • ,� - `� (�� PRIM. BATH FAt� TO SE LIMITED TO 1.6 GALLONS PER FLUSH. cn 3-5 N 0 k,..„ `- z • PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL m W D / I� O KITCHEN/DINING W \ ..,:.,,.....:. ::: .:: ..:.� z Z WITH MIN. 22 X 30" OPENING AND 30 • 8'-6" CEILING HT. U _ 1 5' 8 I/2" 6' LU UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 X 12 - MEMBERS. al ��� \ X 6 Ls. C rq O • PROVIDE EXHAUST FAN IN KITCHEN AT MIN. 100 GFM AS w L• 1 -� AS `r'• AND BATHROOMS AT MIN. 50 CFM. ALL FANS AND m I I I I 1 2 z m Di zLiJ S m DRYER EXHAUST TO BE VENTED TO OUTSIDE OF �� ` z s OCO RESIDENCE. v 2 X 6 O Q- 0 I ` z EL • PROVIDE MIN. 1/2" GWB OR EQUIVALENT TO GARAGE ® 9' W X 8' H O.H. DOOR 9' W X 8' H O.H. DOOR 2868 " ' 2668 �Kc68 ., U IJJ SIDE, BETWEEN GARAGE AND RESIDENCE AND/OR »_ ::. >...>...>.......>.. ...>...>...> v 1- z GARAGE AND ATTIC (IRC R302.6). kaa 0I 1' EL n 1 1 t- S SD 3'-6" I'-10 I/2" 4'-I 1/2" 1 1 m 0 • PROVIDE 1-HR. FIRE-RESISTIVE CONST. 5/S" TYPE 'X' N 0 SD GO LT_ m 2"-0" / / / m z _ v) GWB ON GARAGE LID FOR FIRE SEPARATION UNDER ( 1 1 0 • % n o HABITABLE SPACE ABOVE GARAGE (IRC R302.6). �, t° "o ,n Q so BATH 2 ,' n1/z" 6' 0" �; � • DOOR BETWEEN HOUSE AND GARAGE TO SE 1-I/2 O EX. _ '� / 'n z uj m THICK SOLID CORE, 20-MIN. SELF-CLOSING m \ / FAn z w� Cl) \ l� J z 0 1- # i z sr 9Q U Q i2EO J FIRE-RATED DOOR (R302.5.1). "' s z r, \ w w PROVIDE FIRESTOPS AT ALL APPLICABLE \ 2668 - • i .4 )As -CC wUU LOCATIONS, INCLUDING HOLES AND ANY OPEN AREAS. v 3 X s O - I- z Q • ALL ELEMENTS AND SWITCHES FOR FURNACE AND A O N m A N Q WATER HEATER TO SE IS" MIN. ABOVE SLAB. _ _ m _ _ SDI _ — — AS Nt DIRECT VENT C���....,.�.�...,.�. PRIMARY Q :� A8 GAS FIREPLACE hs BEDROOM r • Q X 8-6" CEILING HT. A - STAIR NOTES BEDROOM 2 NI LIVING ROOM '� 2"-2 1,2" CATHEDRAL VAULT iD 4 • STAIRS TO BE FRAMED WITH MIN. (3)2 X 12 m z 8'-6" CEILING HT. • STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER. iv O Q • .4 O PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT N TOP, MIDDLE AND BOTTOM, AND BETWEEN STUDS ALONG THE RUN OF THE STAIRS. • MINIMUM HEADROOM CLEARANCE TO BE 6'-S" 1 VERTICALLY ABOVE TREAD NOSING TO NEAREST ��Gp N z ;p OBJECT ABOVE. -'- )1ps '�4 J • STAIRS TO HAVE MAX. RISE OF 1-3/4" AND MIN. RUN EGRESS EGRESS EGRESS EGRESS hN OF 10" WITH NOSING OF 3/4" TO I-1/4". NO RISER TO SE LESS THAN 4". DIMENSIONS BETWEEN RISE AND 2850 CSMT 2850 PIC 2850 CSMT 280 GSMT 285i , PIC 2850 CSMT RUN ARE NOT TO VARY MORE THAN 3/8". S.G. G., • • ENCLOSED USABLE SPACE UNDER STAIRS TO BE O CDO s O O CDI-HR. FIRE-RESISTIVE CONST. 5/8' TYPE 'X' GWB. 1 r��s i 1 cv • V S.G. -01 S.G. HANDRAIL NOTES 0 3 o50 CSMT 0 ONE • HANDRAILS SHALL SE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH (4)OR MORE RISERS. CC • HANDRAIL HEIGHT, MEASURED VERTICALLY FROM lio \ _ DECK ,7 0 THE SLOPED PLANE ADJOINING THE TREAD NOSING a4 SHALL SE NOT LESS THAN 34" AND NOT MORE THAN - O 38". • HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS '�m FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP OF THE RISER OF THELL FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST \ \ - \- Z RISER OF THE FLIGHT. 0 • HANDRAILS SHALL SE OF THE REQUIRED GRIP-SIZE I I 9 PER R311.1.8.3. c7 1'-6" 9'-0" '-0' s'-0'" 1-6 8-4 1/2" 3-0 1/2" 3-0 1/2" 4'-0 1/2" 8-1 1/2" 4'-10 1/2" I 4'-10 1/2" 3-1 1/2" 4'-0 1/2" 3-0 1/2" I 3-0 1/2" 8-4 1/2" Cl) / / / / / / / / / / / / / / / 0 Q GUARDRAIL NOTES / 13' 6" 16'-0" / 13' / a2 / 22'-0" / 43-0" I I / FLOOR PLAN LEGEND • ALL UNENCLOSED FLOORS, LANDINGS, BALCONIES OR I I DRAWN BY JAD PORCHES THAT ARE MORE THAN 30" ABOVE GRADE OR FLOOR BELOW SHALL SE PROTECTED BY 65'-0" A GUARDRAIL THAT IS MIN. HEIGHT OF 36". / / /\ /S/i//// 2 X 6 STUD WALL SCALE I/4" = 11-0" UNO • OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS JD JOB# 1318NC21-TUTT SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH AT ANY POINT. �'� � %%' 2 X 4 STUD WALL DATE 05/08/2021 • GUARDRAILS SHALL BE ATTACHED TO THE Q u Q o STRUCTURE IN SUCH A MANNER TO WITHSTAND A REVISIONS SINGLE CONCENTRATED LOAD OF 200 LBS. APPLIED DECK IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 11/12/202I FLIPPED HOUSE PLAN MAIN FLOOR PLAN o EXHAUST FAN SD SMOKE DETECTOR vJ z0 SCALE: I/4" = 1'-0" LSD/GO SMOKE/CARBON SEE ENGINEERING PAGES FOR SHEAR 1354 S.F. CONDITIONED vv MONOXIDE DETECTOR WALL PLANS ' SPECIFICATIONS 645 S.F. GARAGE _ = SOFFIT OR LINE OF BEAM S.G. SAFETY GLASSA 4 SHEET 4 OF 12 r jd design ENERGYCODENOTES • CONTRACTOR TO ADD ADDITIONAL FRAMING OR BLOCKING AS REQUIRED TO MEET CURRENT ENERGY CODE REQUIREMENTS. ( 6 DU P 360) 982-0535 • AIR LEAKAGE. SOLE PLATE IS TO BE CAULKED OR Q 0 01 Q O JIM@JDDESIGNDRAFTING.COM 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 43"-0" PENETRATIONS. OUTLETS, SWITCH BOXES AND / - / RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/SEALED WITH APPROVED 8"-0" 21-0" I I 8"-0" SEALANT, OR HAVE FOAM GASKETS INSTALLED. ALL / / I / I / RECESSED LIGHTS ARE TO BE IC RATED, AIR TIGHT ; SEALED TO SURROUNDING GWB. ROUGH OPENING 5"-6' 16-0 5"-6 / / /AROUND ALL WINDOWS ; DOORS TO BE I SEALED/CAULKED. 3"-I 1/2" 3"-0 1/2" 3'-8" 3"-0 I/2" 3"-I 1/2" • ALL CEILING EXHAUST FAN DUCTING TO BE INSULATED / / / / / / AS PER CODE, TO HAVE AS FEW SENDS AS POSSIBLE, AND TO TERMINATE AT THE EXTERIOR OF THE BUILDING. I I • INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO NOT COMPRESS. CUT TO FIT AROUND WIRES, PIPES ; OUTLET BOXES. n • ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED HABITABLE SPACE TO HAVE SEALED JOINTS, CORNERS 1 BOOTS, AND INSULATED IN ACCORDANCE WITH WSEG 2015 EDITION SPECIFICATIONS C""WSEC 2015'). OUTLINE OF FLOOR BELOW • A ONE PERM OR LESS VAPOR RETARDER CIE: 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-283 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 WSEG 2015. w U • EXTERIOR DOORS TO BE ADJUSTED SO Lu Z o WEATHER-STRIPPING, THRESHOLD, ; DOOR SWEEP ARE OO 0 0 w WORKING PROPERLY ; SEAL WELL. • BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT 2850 SH 2850 SH 2850 SH 2850 SH CONFORMANCE WITH MANUFACTURERS \ \ \ J RECOMMENDATIONS FOR DENSITY ; COVERAGE. '':\:\�\\;:\\;.'�'"�.S"��SS.S Sy • Q WEATHPROVIDE VENT ER STRIPBAFFLES AS REQUIRED ;ATT G ACCESS DOOR INSULATE \ \ \S>>'(--1\)-,0 6 0 ATTIC ACCESS U ' PROVIDE MAKEUP AIR WITH FRESH AIR DUCTED FURDIREACCE CTLY9 STEMTO EINELATE TURN THE DUIR NT IN ACCORDANCE . SUM OF THE - TOR. m } TO WSEG 2015. PROVIDE DAMPER TO REGULATE \ STOR. \ • 8" CEILING HT. O W INC • ALLOGAS COMBUSTION APPLIANCES, EXCEPT STOVES 8" CEILING HT. ,c 1- so 0 i F ATTIC ACCESS CLOTHES DRYERS, TO HAVE COMBUSTION AIR DUCTED \ - w DIRECTLY TO THEM. 1 OFFICE `=' I oz CATHEDRAL VAULT \ \ z cE • ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY A 2668 ��a.���a.���a. X z U_ IJJ U MIN. 3" VERT. 10" HORIZ. Ll z CC 0 WHOLE-HOUSE Niir \ O GUARDRAIL SD/GOB SD®03 `^ S cto Q so VENTILATION - 0 m w m "' Z w cn \ 'iv \ 2668 ��.;...,., ��i, I H 0 1- # ONE OF THE FOLLOWING METHODS WILL BE USED TO MEET ` / v N U J 6068 DBL BARN DR \ w Q 0 w THE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL =� s 0 w CODE (IMC)CHAPTER OF THE 2015 IRC: ' EX. V T p Q FAr BATH 3 \to. LINE OF RIDGE \ BEDROOM 3 % m ce ix (A). A SINGLE WHOLE-HOUSE EXHAUST FAN, WHICH CAN - \ 8`CEILI G Hf 1 8" CEILING HT. ,� -gip PERFORM DOUBLE DUTY AS A ROOM SPOT FAN, IS 1 - \ - A .4 / REQUIRED. FAN MUST BE CONTROLLED BY TIMER SET TO `n X OPERATE MIN. OF 8 HOURS PER DAY. THE CFM W.G. n 0 ` s \ CAPACITY OF FAN MUST BE 0.25 .G. AND HAVE MAX. 1., ` � j = .6. \ X 'n T SONE (NOISE)RATING OF 1.5. MIN. SIZE OF FAN MUST BE \ \ \ ;,,_;,:,,,_;:_,', ;_\;;_:;__ ,_,; =U;;=;; _;:_,:_ _ ; _ ; `;;__:71 20XX \ cv 105CFM. 2 X 6 (B). FRESH AIR WILL BE CIRCULATED BY THE CENTRAL 3-0 ® mak FORCED AIR FURNACE SYSTEM. FURNACE MUST HAVE — — — — /f / \ — — s — — FRESH AIR INTAKE DUCT AND BLOWER MUST BE N ACTIVATED BY TIMER TO CIRCULATE DAILY. ATTIC ACCESSVITI / OPEN TO/BELOW BELOW /X .. ....... ... ... ... ... ... . .,... ... ... ... o INSULATION VALUES N7 \ \ 0 \ WALLS ABOVE GRADE BELOW GRADE If k'N Z K1 ATTIC ACCESS R-21 R-2I CEILING 4 / A S \ 6 FLAT VAULTED ` - a R-49 R-38kA S FLOOR kA 0 1 CC CRAWL SPACE* SLAB ON GRADE 0 \ ` O R-30 R-10 * R-30 INTENDED FOR USE WITH 9 1/2" O I-JOISTS. IF II l/8 I JOISTS USED THEN -\ e�' ��,. �:.�:: ,'„ ..................: . R-38 INSULATION TO BE INSTALLED. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. . U 13"-6" 16-0" 13"-6" / / I / I / z CC 43"-0"" I I O W / / U a U N w a0 4 110 4 to FLOOR PLAN LEGEND Lu %'%%''%OH/H 2 X 6 STUD WALL DRAWN BY JAD SCALE I/4" = 1'-0" UNO 0 ���������� JD JOB# 1318NC21-TUTT ct UPPER FLOOR PLAN DATE4 05/08/2021�����4 2 X 4 STUD WALL SCALE: I/O" = 1'-0" DECK 606 S.F. LIVING SPACE REVISIONS 11/12/2021 FLIPPED HOUSE OD EXHAUST FAN PLAN gD SMOKE DETECTOR SEE ENGINEERING PAGES FOR SHEAR OSD/GO SMOKE/CARBON WALL PLANS 4 SPECIFICATIONS MONOXIDE DETECTOR SOFFIT OR LINE OF SEAM S.G. SAFETY GLASS A5 SHEET 5 OF 12 A- 3Jd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM I 4:11) (ID I I I I — - - — I - - - — — — — — — — — — — — — — — — — — — — — — — — — — — (.) z J W 0 Q — — — — — — — — — — — — w 0 4 J CC J Z 9 — — — z- - - - - - 3 - - - - J W Z Lui 0 0 - - - - - - - - 0 - - - - - - Z lact o Q1_ 1 1 1 f _ 1 E� - - - - -11 �: Lc— )— — — — w w oCO J _ _ _ _ _ _1 z - � o - - - o lai _ 7l1 � li 1- z ii c. 0 ,_ U z — ,Q n - Q I 4— — o v-�__ — — z0 zm� _ ro _Ti_ soQ— — — — — — — 3 — -0 — — z o w cnN Z w �� - - - - 1Y - - - MI ak o � # w I - - w Q o w— — — — — — — — ill — — — — CC w Q 0 o ~ za — — — — - - - - -f - - - - ■ 1 ❑ u FLOOR FRAMING I I Z NOTES Q • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER 0 a SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. • ENGINEERING SPECIFICATIONS, NOTES AND I I IL (1)DRAWINGS ACCOMPANIED WITH PLANS TO I I FLOOR FRAMING Z SUPERCEDE ALL INFORMATION ON ARCHITECTURAL DRAWINGS. FOR ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DRAWINGS LEGEND ZO REFER TO ENGINEERING. I- W 2 ,,_ • REFER TO FLOOR FRAMING PLAN FROM FLOOR FLOOR JOIST _ JOIST MANUFACTURER/SUPPLIER. FLOOR JOIST (II) 4:11) — UON < MANUFACTURER/SUPPLIER SHALL PROVIDE AND N SUBMIT ENGINEERED DESIGN TO THE BUILDING BEAM/HEADER o O CC DEPARTMENT FOR APPROVAL PRIOR TO w FABRICATION AND INSTALLATION. OUTLINE OF WALLS BENEATH Q a_ • PROvIDE TEMPORARY BRACING AS REQUIRED BEARING WALL UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. OUTLINE OF SUPPORTED FLOOR DRAWN BY JAD • FOR FLOOR SHEATHING USE WX OR OSB V P P E R FLOOR FRAMING PLAN ^ JOIST OR BEAM HANGER STURDI-FLOOR TAG, GLUEEANDD NAIL IL W/ RING SHANK 4\ SCALE I/4" = I'-0" UNO 8D'S Ca 6" EDGES it 12" IN FIELD U.N.O. FACE GRAIN 0 POST JD JOB# 3 8NC2 TUTT PERPENDICULAR TO SUPPORTS. 0" • PROvIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR / ■ MULTI-STUD POST DATE 05/08/2021 BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. REVISIONS • PROvIDE TIMBERSTRAND RIMS WHERE FLOOR 11/12/2021 FLIPPED HOUSE JOISTS BEAR AT EXTERIOR WALLS. PLAN • ALL EXTERIOR WALLS ASSUMED TO BE SEARING. • ALL BEAMS AND HEADERS TO BE 4 X 8 D.F. #2 NOTE: FLOOR JOISTS SHOWN IN DRAWING ARE FOR U.N.O. SCHEMATIC PURPOSES ONLY. FOR FLOOR JOIST LAYOUT REFER TO JOIST DESIGN it SPECIFICATIONS • JOIST HANGERS it CONNECTIONS TO BE 'SIMPSON' FROM FLOOR JOIST SUPPLIER. U.N.O. • ALL CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR EQUIVALENT PROTECTION. A6 SHEET 6 OF 12 Aw 2 X 12 RAFTERS a 24" O.G. 1/16" CDX OR OSB SHEATHING COMPOSITE ROOFING SHINGLES R-38 INSULATION 12 / � jd design INSULATION BAFFLE W/ I" MIN. AIR SPACE 10 to IP RAFTER CONNECTION PER 4%0 I I I I ENGINEERING �// I I I I I I I I I I I I JIM DUNLAP / ���- (360) 982-0535 11 fil, (ID JIM@JDDESIGNDRAFTING.COM MANUF , A r1G musses � 2 „ VENTED BLOCKING BETWEEN / o.C. RAFTERS / I I I I I I I I I I 01, 2 x 10 1 AFTE I I I BEARING WALL FOR MAIN 1/4 RS @ 2 4 p C -F / LINE OF RAFTERS • 1 / �� I I \ _ ' TRANSITION FROM TRUSSES z\ 1 I I I I I I I I I I I I TO RAFTERS AT OVER I I I I I FRAMED RAFTER AREA PHIS HEADER GALLED 2l"-0"" 0 OUT ON UPPER FLOOR CONT. METAL GUTTER N FRAMING PLAN DORMER i} I I I I IT TI I I I I I 5/4 X 6 FASCIA — I _m -- I I I I I I I i u II PRIMED SOFFIT BOARD II I . : U RIDGE W/ CONT. SOFFIT VENT ‹ II-1/8"" TJI OR EQUIV. 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Q 3.15 PRIMARY ROOF PITCH IS TO BE 1012. INSPECTIONS. CC ad RAFTERS 2 X 12 RAFTERS �a 24" O.G. VENTED BLOCKING BETWEEN " • RAFTERS SECONDARY ROOF PITCHES ARE TO BE 18:12 • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S 2000/300 = 6.61 S.F. NET VENT AREA REQUIRED. (APPROX.); 3.15:12 (APPROX.) STAMP. PROVIDE MIN. 1/150 OF ATTIC AREA, OR 1/300 IF HALF IS ------ ill 110 R 38 INSULATION RAFTER CONNECTION PER • ROOFING MATERIAL IS COMPOSITE. ALL TRUSSES SHALL BE STORED, INSTALLED AT EAVE AND REMAINDER AT MIN. 3" ABOVE PLATE DRAWN BY JAD JOIST MANUFACTURER'S . OVERHANGS ARE 14"' WITH CONTINUOUS METAL BRACED PER MANUFACTURER'S SPECIFICATIONS. LINE. OPENINGS TO BE COVERED WITH I/8"' CORROSION TAG DECKING OR 1/2" GWB SPECIFICATIONS i �� RESISTANT METAL MESH OR EQUAL. EAVE OR CORNICE SCALE 1/4" = 1'-0" UNO GUTTER THROUGHOUT EXCEPT ON GABLE ENDS. • TRUSSES SHALL NOT BE ALTERED IN THE FIELD VENT SHALL NOT BE BLOCKED. MAINTAIN MIN. 1" AIR HIGHER PLATE HEIGHT \\ • OVERHANGS ON GABLE ENDS ARE 14"" SUPPORTED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL SPACE BETWEEN INSULATION AND ROOF SHEATHING AT JD JOB# 38NC2 TUTT TO BE EVEN WITH JOISTS BY 2 X 4 OUTLOOKERS Ca 4'-0"" O.C. U.N.O. AND/OR APPROVED ENGINEERING CALCULATIONS THE LOCATION OF THE VENT. DATE 05/08/2021 2 X 12 RAFTERS a24"" O.G. PROVIDED BY THE TRUSS MANUFACTURER. • FASCIA SHALL BE 5/4 X 6 WITH CONTINUOUS METAL FOR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS CONT. METAL GUTTER CONT. METAL GUTTER GUTTER. BARGE RAFTERS SHALL BE 5/4 X 6. • ROOF TRUSSES TO BE SHEATHED WITH 1/16"" CDX OR BLOCKING, WITH (3)1 1/2" DIA. HOLES AND MESH SCREEN REVISIONS I"-0 3/4" , R-38 INSULATION OSB SHEATHING WITH 15# FELT OR BETTER. USE COVERING THE HOLES, BETWEEN EACH TRUSS. 5/4 X 6 FASCIA R-2I INSULATION 5/4 X 6 FASCIA ALL BEAMS HEADERS TO BE 4 X 8 D.F. #2 UNO. II/12/202I FLIPPED HOUSE • T$G DECKING OR 1/2" GWB PLYWOOD SHEATHING ON ALL SOFFITED AREAS. FOR CLOSED EAVE SOFFIT USE CONTINUOUS SOFFIT CAPPROX.) • PROVIDE SOLID BLOCKING OVER SUPPORTS. • PROVIDE ROOF GROSS VENTILATION FOR EACH PLAN PRIMED SOFFIT BOARD 1/2"" GWB PRIMED SOFFIT BOARD 1"-4"" VENTING. W/ CONT. SOFFIT VENT W/ CONT. SOFFIT VENT • R-21 INSULATION • TRUSSES/RAFTERS TO BE SHEATHED WITH 1/16" CDX SEPARATE SPACE WHERE APPLICABLE.. 2 X 6 STUDS a 16" O.G. AD OR OSB SHEATHING WITH 15# FELT OR BETTER. USE 1/16" CDX OR OSB SHEATHING 1/16" CDX OR OSB SHEATHING 11 1/2" GWB PLYWOOD SHEATHING ON ALL SOFFITED AREAS. • PROVIDE ROOF CROSS VENTILATION FOR EACH SIDING PER ELEVATIONS SIDING PER ELEVATIONS 2 X 6 STUDS Ca 16" O.C. SEPARATE SPACE WHERE APPLICABLE. 3 (4).RAFTER/EAVE DETAIL RAFTER/EAVE DETAIL A7 SCALE: 3/4" = 1'-0" SCALE: 3/4" = I'-0" SHEET 7 OF 12 r 1 Jd design RIDGE BEAM PER PLAN JIM DUNLAP R-38 INSULATION AT VAULT (360) 982-0535 , \ JIM@JDDESIGNDRAFTING.COM 2X12 RAFTERS @24" O.G. 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COMPACTED GRANULAR FILL It CONTINUE OVER FOOTING °I I z 11° ° ,I .-� SEE ENGINEERING FOR FOUNDATION II COMPACTED FILL _ 11 SIZE REINFORCING SCHEDULE HOOK #4 DOWELS @ 48" °° BEARING WALL DRAINAGE GRADE GRAVEL II _ O.C. INTO CENTERLINE •-11 (3)#4 REBAR CONT. FILTER FABRIC I- ''---`A , _ °Jr 11° AS SHOWN J OF SLABr -7 11 5/8" TYPE "'X' GYP. BOARD ON *� d + rh A (2)#4 REBAR CONT. K,s/yy�-' %;vim!%i &„\4%�%V% %7!sr�� r� —4 °° a IN FOOTINGS ALL SURFACES OF USABLE +, SPACE UNDER STAIRS UNDISTURBED EARTH � �/i/j/� /j /�/�/,%/�/� ,/��j�/may// 4" DIA. PERFORATED DRAIN TILE 2 GARAGE WALL DETAIL 5 GARAGE FOOTING 8 STAIRS AT LAN D I N G SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = I'-0" SEE DETAIL'I' FOR ADDITIONAL L ' , SEE NOTES ON PAGE A4 FOR TYPICAL CALL-OUTS I/2" GWB STAIR AND HANDRAIL NOTES R-21 INSULATION A 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 CODECK JOISTS PER PLAN 3/4" TitG PLYWOOD OR OSB SUBFLOOR JOISTS PER PLAN O (3)2 X 12 STRINGERS 0 V z DECKING PROVIDE BLOCKING AT \ , JOISTS PER PLAN -40 BEARING MID-SPAN = z J EXTEND TO TOP -4 U u) �� ; BOTTOM RISER m w DJ / Z \ u i u i u i u _ i RETURN TO WALL ,�`4 11 `� w lw YI'l 5/8" TYPE '"X" GYP. BOARD J Z Q Q ON ALL SURFACES OF USABLE z SPACE UNDER STAIRS Q ,Lx , J 16 MIN. I' ° I, E 11•11° ° DRAWN BY JAD �Q 1111 R-38 INSULATION 4 X 4 POST U.N.O. USE 4 X 10 DF GIRDER U.N.O. 3/4" T;G PLYWOOD OR \ „L4I ° ° PRESSURE TREATED POSTS. OSB SUBFLOOR \ \ SCALE 1/4° = I'-0" UNO //// ° 11 USE 4 X 6 POST @ BEAM w x JD JOB# 1318NC21 TUTT 4" DIA. DOWNSPOUT TIGHTLINE II , SPLICES. BC44 OR BC46 JOISTS PER PLAN co F ° SEE ENGINEERING FOR FOUNDATION FIREBLOCKING AT TOP DATE 05/08/2021 WATERPROOFING MEMBRANE SIZE REINFORCING SCHEDULE SIMPSON PB OR GB OR ABUZ (2)#4 REBAR CONT. AND BOTTOM ACROSS Z CONTINUE OVER FOOTING ° OR SIMILAR POST BASES IN FOOTINGS STRINGER B/W STUDS 4" DIA. PERFORATED DRAIN TILE REVISIONS =s 11 IR 11 ° ° 6 MIL. VAPOR BARRIER _ �1�� 6 MIL. VAPOR BARRIER SEE ENGINEERING FOR FOUNDATION CONTINUE OVER FOOTING DRAINAGE GRADE GRAVEL ° I ° ° CONTINUE OvER FOOTING SIZE ; REINFORCING SCHEDULE FILTER FABRIC ° 7 4 - ° ° — /A/A/A/A/A/A/A!/�A!/�A�/V�/,�A�/�A�/�A�/�A./� UNDISTURBED EARTH 2X THRUST BLOCK UNDISTURBED EARTH IDHOUSE @ DECK 6 POST & BEAM DETAIL 9 STAIRS AT FLOOR SCALE: 3/4" = 1'-0" SCALE: 3/4" = I' 0" SCALE: 3/4" = I' 0" Al 2 SHEET 12 OF 12 Structural Callouts©- Copyright ConstructionCalc, Inc (CCI) Beams 0 PA Per Architect Default sawn material is Doug Fir No 2 or better. * Structural Item: This item and related connectors shall be per architect/designer. Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E, 2,300 psi, min Fb. 12 FD Floor Diaphragm Default wall connection: 3" bearing in pocket or on plate with min., 2 studs below. * Sheathing: With joists at 24" or 19.2" OC, use min., 24 oc rated, APA Sturd-l-Floor; either 3/4" species Default end post connection: LCE, ACE, EPCZ, ECCQ, or similar. group I, or 7/8" species group 4. May be OSB or plywood. Good for 130 psf, TL r.) L/360 deft. Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. Default mid-post connection: LPCZ, PCZ, CCQ, or similar. * Sheathing: With joists at 16" OC, use min., 16 oc rated, APA Sturd-[-Floor, min., 19/32" thick. May be OSB or plywood. Good for 245 psf TL a, L/360 deft. Default beam to beam connection: Hanger: HU, HUC, HUCQ or similar. Bear on top, 2, HGA10. * Sheathing Layout: Case 1 per IBC 2306.2.1(1) Connector (if blank - Orient sheets continuous over two or more spans, with the long dimension across supports. Callout Min., use Alt 1 min., use Alt 2 min., use Notes use default, above) * 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. 30B, 31 B 3, 2x12 1.75x11.2 LVL bracket to 35B per Arch 17 HD Alt 1 - Holdown - Embedded Strap Type. • 32B 3.5x12 glulam 5.5x10.5 glulam * Min. Capacity: Good for 2185 lb uplift. 33B, 34B 2, 2x12 1.75x11.2 LVL * Holdown: Use LSTHDB for no rr.-)joist condition. 35B 3.5x15 glulam 5.5x13.5 glulam - For rim joist condition use LSTHD8R.[. • * Nails: Use 16, 16d to full-height stud as follows. 36B 4x8 2, 2x10 * Stud: Use larger of: king stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x. 40B 1.75x11.8 LVL 2, 2x12 Foundation and 1st Floor Framing 1/8" = 1 Alt 2 - Holdown - Bolt Type - All •slabs are 955. 9oFG 41 B 1.75x11.8 LVL 2, 2x12 in add'n to joists to support load above * Holdown: Use HDU2. - All interior floor sheathing is 12FD, typ. - "= u`u'W 42B 4x10 * Lags: Use 6 SDS 1/4 x 2.5 to full-height stud per above - Stair framing per Arch and code min. °J 5S 43B 4x8 PT Anchor Bolt: If wet set, use 5/8" diameter SSTB 16, or 5/8" all-thread with nut and 3" washer on -1- - * embedded end. Min embedment = 12". If too long to fit in footing, bend 90-degrees at bottom of footing, I ,�FG Joists and Rafters maintain 3" cover at bottom of footing. i Default rafter or deck joist to beam connection is con't or skip blocking and H2.5A, or H1, or A34 with screws. - If rotohammer, use 5/8" Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in r I i i ' p yFramed roof overhangs, eaves, outriggers, etc. use IRC-compliant construction. stem wall. _ �P `dog `'')o FC zl- : Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) 81 L Ledger- Deck Joists to Rim. I- — n' y • i< 1` ! Default sawn face mount hanger is U, LU, LUS, or if sloped rafter use LRUZ. * Ledger: Use min., 2x, PT ledger at least as tall as ' ° . ° �' joists. Q1$ - ! 9°Ft Default deck joist hanger is U or LU (not LUS) with galv screws, or galv TECO or similar nails. Ledger Connecion: Connect to rim with 2, SDS or LedgerLOK at max., 16" OC and within 3 of ends 2 I I I< 'd-, * and splices. I - Default sawn top flange hanger is JBA, LB, BA, or B (welded app, use LB, BA, or B) - SDS or LedgerLOK to be of length necessary for full penetration in rim. ! I � I�� - . ' $q T5 �3�75 Any national I-joist brand, equal or stronger may be substituted Joist Connection: Connect joist to ledger with U or LU hanger(not LUS), all holes filled withgalv . . - — * tiu o V- I I-Joist roof overhangs, extensions, outriggers, and cantilevers shall per per manufacturer's recommendations. TECO or similar nails, or screws - Simpson SD9 or similar. . , r14P • Default I-joist face mount hanger is IUS or MIU I , I 89 TS Tall Stemwall at Narrow Shear Panel. } 7 D Default I-joist top flange hanger is ITS, HIT, or MIT * Footing: Per 90FC l`1H� 1 * T tF5 �� Connector (if blank Stemwall: Stemwall per 90FC except that it must be 18" min., wide x 8" thick, and extend 42" min above F I ° ', top of adjacent slab. - Callout IV1in., use Alt 1 miu., use Alt 2 mi�L., use use default, above) Notes • • • • • 90 FC Footing, Continuous Syr * Retained Height: Maximum retained height (unbalanced fill) =4'. - I- T1P ! xLOT 60R 2x12 @ 24" ° * Stepping: Okay to step this footing as necessary for grade changes. All footing longitudinal rebar shall - . 8fC l pQorPEl) gofG - 61R 2x10 @ 24" continue through step, okay to bend 90 degrees at direction changes. i-t0 `� 65J 11.8 TJI 110 @ 1fi" 2x12 @ 16" * Footing: Use min., 18" wide x 8" tall. i i I i I i Posts - Longitudinal rebar, use 2, #4 continuous, 3" from bottom. - I ,�� 6)o FC — — n " Stemwall: Use min 6" thick. vtL Default material is Doug Fir No 2 or better. g[t- Default bottom connection on plate: 2, A34 with TECO or screws, or 4, 16d face nails. Vertical rebar, use #4 at all corners, wall ends, intersections, and at 24" OC, max, centered in wall, with l'7+jD n — �- I 44 D alternating 6" bends at bottom footing rebar. It Y-fP � Default bottom connection on beam: 2, A34 with TECO or screws, or PCZ. - �� 'P ' 3F P °F Default bottom connection on concrete: PB, or AB, or ABU, or ABW, or CBSQ Horizontal rebar, #4 top and bottom and at 24" OC max., centered. r�� 1 ��� a - At doors, stemwall may be shortened or omitted. l � ��� FI Alternate bottom connection on concrete: #5 rebar or 5/8" all-thread, epoxy 6" min. into post butt, and 6" min., embed in Crawl openings 24" wide or less in stemwalls are permitted where no significant point loads from above ® -" �' — ® 1:tii•I conc. Conc embed may be wet set or epoxy. occur. Drains: Install Footing drains and /or downspout drains per others and as required by code. Connector (if blank Callout Min., use Alt 1 min., use Alt 2 min., use Notes 91 FS Footing, Strip use default, above) * Footing: Use min., 18" wide x 8" tall. 70P 2- 2x4 4x4 * Longitudinal Rebar: Use ?. #4 continuous 3" from bottom. 71P 3- 2x4 2- 2x6 4x6 93 FP Footing, Pad * Footing: Use min., 18" square x 8" tall. 72P 3- 2x6 6x6 4- 2x4 [fin slab area, footing may be mono-poured with slab or below slab. Height may include slab height if 73P (see main callouts) poured monolithically. 74P 2- 2x4 4x4 under point load above Plinth: If plinth is called for use round or square per Arch, min diameter or width such that all rebar and 75P 4x4 PT 2- 2x4 PT * 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., #3 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 Tim K. Garrison, P.E. 2316 Antone Way may be changed or omitted by Owner or architectural designer. Anacortes, WA 98221 S 1 of 3 Professional Engineer TimG@TimKGarrison.com * Vapor Barrier: Suggest a min., 6 mil., plastic vapor barrier under interior slabs. This is a non-structural (360) 708-1865 Foundation & 1st Fir. Framing item and may be changed or omitted by Owner or architectural designer. Structural Analysis: New Horne at 4118 Brant GAR Cir., Anacortes, WA ,'t' 'S.* -, .‘0, 4.4''' .4 Client: Mary Tutty / "$ ,p ' R Building Design: Jim Dunlap C ;t1315i: \*° ECIrvr t Job Number: T21042 ����� Date: June 17, 2021 I<w�ws iocv 10 Structural Callouts© — Copyright ConstructionCalc, Inc (CCI) 0 PA Per Architect Lower Level Walls and 2nd Floor Framing 1/8" = 1' - ;° * Structural Item: This item and related connectors shall be per architect/designer. All interior floor sheathing is 12FD,typ. —_ 1 11 RD Roof Diaphragm - All exterior walls at this level are 1PW, UNO. - Interior bearing walls are indicated with diagonal hatching. o * Shear Capacity: Good for Eh = 230 plf- seismic; Eh = 322 plf- wind. Max aspect ratio=3:1. Stair framing per Arch and code min. * Framing: Trusses or ratters: 2x at 24'" OC. max. L- Headers * Framing Connection at Support: A55r1o,,& lox?-0 crEv t Default header material is Doug Fir No. 2 or better - Where connected to shear wall, connect per shear wall callout - top of wall. Tr __� t. A-tfic. /6DL ' `I - Where trusses or rafters connect to beam, use H2.5, or A34 with screws, or similar, typ. MO \41-,•5 .1.._.) ! 2x headers must be in tall orientation with flat 2x nailed at bottom in "L" configuration ir � in - At ledger, connect per ledger callout. 2 .� of 2 Default Trimmer, use 1, 2x stud or Simpson LUC hanger, each end. * Sheathing: 7116" min., OSB or CDX plywood. I I Default King Stud, opening 6-feet wide and less use 1, full height stud each end (plate to plate.) * Sheathing Layout: Case I per IBC 2306.2.(1) `6��1 �P + Zola I i Default King Stud, opening wider than 6-feet, use 2, full height studs each end (plate to plate.) * Nailing: Use 8d at 6" edges, 12" field. �AL L �4- Trimmer, each end King Stud, each * Blocking: Not required except at supports and at connections to shear walls below. gyTS Callout Min, use A!t 1 min. use Alt 2 min., use (if blank use default end (if blank use 12 FD Floor Diaphragm r i �a t,5 above.) default above.) * Sheathing: With joists at 24" or 19.2" OC, use.m. n., 24 oc.rated, APA Sturd-I-Floor; either 3/4"species — A - . - p ' y- 20H 2x6, "L" config 4x6 group 1, or 7/8" species group 4. May be OSB or plywood. Good for 130 psf, TLcfi L/360 deft. a�._ 71 2 - � 1 , t t r -r / 17 fI 4 pw II lib 21 H 2x10, "L"config 2- 2x8 4x8 * Sheathing: With joists at 16" OC, use min., 16 oc rated, APA Sturd-I-Floor, min., 19/32" thick. May be Ext. �A4� 22H (see main callouts) OSB or plywood. Good for 245 psfTL @ L/360 deft. F_...„,,z.a ,i-1 23H 4x12 6x12 2 * Sheathing Layout: Case 1 per IBC 2306.2.1(1) \" 24H 6x12 5.5x9 glulam 2 - Orient sheets continuous over two or more spans, with the long dimension across supports. 2614 Beayrts * Nailing: Glue, and connect with 8d ring shank nails or#9 screws, at 6" edges, 12" field. 1 * Blocking: not required except at supports (beams) and connections to shear walls below. 10� ` i �� �tl i Default sawn material is Doug Fir Na 2 or better. 17 HD Alt 1 - Holdown - Embedded Strap Type. " pi..\_. \\ % . \ . wr Default glulam, LVL, PSL materials -see Standard Structural Specs herein. Default LSL is 1.5E, 2,300 psi, min Fb. 2 3 ' • Default wall connection: 3" in or on late with min., 2 studs below. * Min. Capacity: Good for 2185 lb uplift. _�—D _ �I>, •A �_ bearing pocketp * Holdown: Use LSTHD8 for no rim joist condition. A + 9l ' a Default end post connection: LCE, ACE, EPCZ, ECCQ, or similar. - For rim joist condition use LSTHDBRJ. 7 _ ❑ 41) Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. * 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. 41H1) A 1'i}fD Default mid-post connection: LPCZ, PCZ, CCQ, or similar. 2.Pw Alt 2 - Holdown- Bolt Type Default beam to beam connection: Hanger: HU, HUC, HUCQ or similar. Bear on top, 2, HGA10. * Holdown: Use HDU2. Connector (if blank * Lags: Use 6 SDS 1/4 x 2.5 to full-height stud per above Callout Min., use Alt 1 min., use Alt 2 min., use Notes use default, above) Anchor Bolt: If wet set, use 5/8" diameter SSTB 16, or 5/8" all-thread with nut and 3" washer on Upper Level Walls and Roof Framing 1/8" = 1' * embedded end. Min embedment= 12". If too long to fit in footing, bend 90-degrees at bottom of footing, - Roof diaphragms are 11RD,typ. 30B, 31B 3, 2x12 1.75x11.2 LVL �. bracket to 35B per Arch maintain 3" cover at bottom of footing. -All exterior walls at this level are 1PW, UNO. "` 32B 3.5x12 glulam 5.5x10.5 glulam - Ifrotohammer, use 5/8" Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in - No interior shear walls required at this level. • 33B, 34B 2, 2x12 1.75x11.2 LVL stem wall. - Exterior pony walls at roof pop-ups are 1PW, typ. 22 H Header - Ledgers at lower roof to upper shear wall are 80L, typ. 35B 3.5x15 glulam 5.5x13.5 glulam . .i 4u 36B 4x8 2, 2x10 * Header: use min, 5.5x12 glulam. Length---16 (wall to wall). Mullions and Studs. Connect lower mullions and studs to this header with A35, typ. Connect 77M and __ �� ZDP -y 40B 1.75x11.8 LVL 2, 2x12 * 73P above per those callouts. , �--o-- ❑ � - __ 41B 1.75x11.8 LVL 2, 2x12 in add'n to joists to support load above 73 P Post I �_a�_7- 42B 4x10 * Post: Use min., 3, 1.75x5.5 LVLs or 5.5x5.5 glulam, continuous top of22H to 32B. 1 2.04-} ''' 43B 4x8 PT Top and Bottom Connection: Connect to 32B with LPC, EPCZ or similar. Connect to 22H with 2, A35. o I �c * I' - _—_ s _�P� .�, < z 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. * Header Connection: Header(s) may be supported with 2x trimmer or hang on this post with LUC, HUC, 3313L 02 �' d HUCQ or similar. 11,4(i ~�� t Framed roof overhangs, eaves, outriggers, etc. use IRC-compliant construction. 77 M Mullioni�S� dau5 j J II'� 4 �� _ Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) General: These are specified mainly to reist out-of-plane wind loads but may also be used to resis in- 2°f1 SD , � 4. , Default sawn face mount hanger is U, LU, LUS, or if sloped rafter use LRUZ. plane lateral loads if so indicated in calculations. ill t;\n e n rl — tri Default deck joist hanger is U or LU (not LUS)with galv screws, or galv TECO or similar nails. * Mullion: Use min., 2, 2x6 continuous top of 22H to top plate. ir 356 * 35B P u 3 ! ?l Default sawn top flange hanger is JBA, LB, BA, or B (welded app, use LB, BA, or B) Top and Bottom Connection: Connect at top plate and 22H with 2, A35 or similar. - �tg to �{pR * Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with LUC, jI Any national I-joist brand, equal or stronger may be substituted HUC, HUCQ or similar. 12 4 I-Joist roof overhangs, extensions, outriggers, and cantilevers shall per per manufacturer's recommendations. 80 L Ledger- Roof Diaphragm I / r I Default I-joist face mount hanger is IUS or MIU iz Screws: If connecting to rim or header or other continuous wood, use SDS, or LedgerLOK at mar * Ledger2 3 Default Hoist top flange hanger is ITS, HIT, or MIT 12" OC, staggered. If connecting to studs, use 2, SDS or LedgerLOK per stud. LoP a / Typ.shear wall TOP ` Typ.shear wall TOP connection- Len+nth of SDS or LedgerLOK=Through r-"l�r " connection framing parallel { D2 framing perpendicular, NT5 Connector if blank �,er and sheathing, and I.5 min embedment in.o solid 20 9i,op.- D D1 or rim or con't blocking,NTs .____./ allout Min. use Alt 1 min. use Alt 2 min. use ( Notes �� - C , framing. use default, above) Min distance of connector to end of ledger or splice= 2". Min edge distance to topor bottom of B�r3 . - '} 1� ledgerAff / Reuss o2 GAF EA2- 60R 2x12 @ ^_4" =1.75 * Ledger Connection to Wall: q�T. J ISr,.a- c. h- 61R 2x10 @ 24" Rafters Perpendicular: Use 2x or LVL ledger, min height to match ratters. Apply ledger over wall ---A 5.1.r�s t - _ 65J 11.8 TJI 110 @ 16" 2x12 @ 16" hangershang +s N Qe \\C,lr_l,;$ a2 C f�[T i{2.5 of - sheathing. Use to rafters on ledger. 3 or[�r ,1c uq Co.,z Hi Posts Parallel Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar. Ledger to a p ` ' t� AL-1-5Default material is Doug Fir No 2 or better. - be placed over wall sheathing. ' ��T -.--„ 5,i6A2 :AALL, sDwc156nUo DERV r Default bottom connection on plate: 2. A34 with TECO or screws, or 4, 16d face nails. * Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. f� a5c .v-k 2AF-r Q 5 E.o4-r~ _ - Default bottom connection on beam: 2, A34 with TECO or screws, or PCZ. rr4 cT 64�`cr '""" Default bottom connection on concrete: PB, or AB, or ABU, or ABW, or CBSQ Structural Shear Wall Callouts`�-Copyright ConstructionC�rlc, Inc (CCI) A.iaq` Alternate bottom connection on concrete: #5 rebar or 5/8" all-thread, epoxy 6" min. into post butt, and 6" min., embed in 51i6Kriti NA Typical Shear Wall Callum Symbol rLic€ ru,55 1,�., .,0_, conc. Conc embed may be wet set or epoxy. l PW �� This symbol indicates a dedicated shear wall or panel,the type per callout below. �cc„uy au4 `'''L Nr. °F°i � �`�G� Connector (if blank Walls without this symbol.or]able[[ "NS" are not dedicated shear walls use code standard construction. BQnc'�c; • Callout Min., use Alt 1 min., use Alt 2 min., use Notes 3.4 - TM' of use default, above) Min. length of shear panel. ft, si4e.az ,..,ALL - ��, If"W",construct entire Wall per this callout, with minimum individual panel lengths indicated on plan. `Pf2 Prnwt 5ri�ar�� AST K2.5 70P 2-2x4 4x4 slaps Top ofconc. Lori.)H � Act 71P 3-2x4 2-2x6 4x6 wall to anchor Typ.shear wall BOTTOM SDwctSbon Capa- Stud Nail Edge Sill Block- parallel Top of max D3 connection on framed floor, 72P 3-2x6 6x6 4-2x4 city, Nails Stud Stud Nominal ntat'I / Field Top plate& ing at framing wall to spc'g, ---•- NTS 73P (see main callouts) wind/ Sheath- or height, spac'g, stud (see spae'g rr Top plate studs unsup- or rim or perpen- Bottom Mud sill w/4" r or Eage u At L.! Call- seis, lug, Sides of screws, max., max., size, std st'I Stud Plate, splice, w/ ...Age ported rim dicular plate to anchor to min �Z 74P 2- 2x4 4x4 under point load above f3oTt'or', of out Eh,plf min. wall size ft. in. min. specs) spac'g,in. milt. min. nair'g edges blk'g. framing. framing. concrete embed A`7., wALI sq�4e wAu 75P 4x4 PT 2-2x4 PT Detail Detail Detail Sro Di i Q n� 2 r x Sputc&17 y4E25 t441c. viz co„F zi-r t / \\ SAE3� TALL r4EE'- 2x4 or \ JJJJ \ t 6/6(i24 Cunt 5/5" j-boll ' sw Hem'. C..- one, l0 24 larger Sawn sheathinii Con'tA 6112rr�16A ttz-r L, Con't or 5/8" , 7/16" either per Arch +blkg, or sheathing sbwc.,5600 q 48" lap sheathinu I tten 1 ID, {I I 168/ OSB or side, li_.5,or or 16d(r. i w„ ort , CPi.� 2316 Antone Way 1PW Rd 15 16 2x6 Sawn h/12Li;16 2-2x w/ 10- 2x NA orA34or »13 72 n� Sawc.i56oa Tim K. Garrison, P.E. 98221 S2 of 3 120 plywo- apply SDWC- 6" or 1 l Ad LTP4 at wshr. Or �E.A�°c Engineer Anacortes,WA od directly 15600, 4.5" SDS �a�. Professional TimG@TimKGarrison.com 2nd Sawn 36" max. MASA or - II I-- - (360) 708-1865 J to studs 19 (rr 24" �r 12". I , Walls 2 Fir. and Roof Framing 1_ xh 611_(rr l- I�'1ASAP $olldrt of (7_+M oit- ).iT or LVL max N 2 i✓ALL - - $L.k Coat ' ` ?tie r l _ Structural Analysis: New Home at 4118 Brant ,GAR , CoD6 rSiU. vtSY slag or niA!r-1Ka4 oc-0fly {� 490/ 4112(i:l6 16d(i3" AL-T. qir. 2A � Cir., Anacortes, WA �' • L' . r 2PW (same) (same) (same) (same) 16 (same) (same) (same) (same) (same) 2x (same) (same) (same) 42" Jo ��tE rri„�c� � 7�, _ 4.., 350 or(t:i2 or 4.5" id" 4.Sr(EQTHiASES sP tc �_r p 41 SttLLrL '„ SDS (r SFu4z l4 ''•": lii.e wAz t�EfL i FLAN � ' , �'j . 6' - i Client: Mary Tutty �� kg�r� 3\OI' I t 630/ 3/13 cc;l fi 3x or 4x �� wn'-'- o� R oa Building Design: Jim Dunla� 4PW (same) (same) (same) (same) 16 (same) (same) �" (same) (same) 4x :_r2- NA (same) NA (same) 24" '' i Tociar, 02 .-c-S 8t.►e5r - °� 1 F'JPtAL 450 or Lr,; 12 or 2-2x I 1 i i~n,a, _ Job Number T21042 qivid x si,..„„ _ ? i Date: June 17, 2021 Row. 5d for sP'ro o 200/ 1/2" or 4/4 cr24 4.5" SDS \ 5GW �00 5/8" gypboth 1/2": 6[i 10 24 2x4 (same) (same) (same) (same) NA (same) (same) (same) 72" 1`i --� ~ girt'SiR 7/7 p16 (r 9" ACtti?-5. ToFaF ,emu_r arc. A T Standard Structural Specifications"-' — Copyright, Tim K. Garrison, P.E. Foundations, Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, dirt, moss, Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With "PW" and -GW- PREFABRICATED WOOD PRODUCTS: debris, or other deleterious substances. Pressure wash as necessary. Use bonding agent prior to pouring walls, no sheathing joints are allowed within 2-feet in any direction of a door or window corner. members shall be concrete on rock. Where rock is sloped less than 4:1 (14 degrees), no dowels into rock are necessary. Prefabricated Trusses. Where shown on the plans, all prefabricated structural roofing Multiple Ply Members. designed by a certified professional engineer. The prefabricated structural rooting designer shall provide to BASiS OF DESIGN —APPLICABLE CODES: Where rock is sloped 4:1 (14-degrees) or greater(up to 45-degrees max), use#4 x 18"" long dowels 7 f7 the Contractor stamped design drawings with appropriate notes showing member sizes, forces, installation Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple Code. The designs herein are prepared in accordance with the 2018 IBC. Construction shall conform with rotohammerecl min., 8" into solid rock. Rotohammered holes to be /'' diameter, perpendicular to face of ply king stud,trimmer, or header, connect all plies with 16d at 4" OC, staggered. procedures, blocking, bracing, etc. the most recent buildingcode adopted bythe approving jurisdiction. rock. No epoxy is necessary. Dowels to be located as follows: p pp g Engineered Wood—General. These products must be provided, stored, and installed in accordance with Beams, Columns. Where more than one 2x, or LVL, or LSL is placed against another and used as a multiple manufacturer's recommendations. Failure to do this may void the warrantyand diminish load carrying 0 For continuous footings, use dowel within 6" of ends, corners, and intersections and at 36"OCYY g Calculations. The calculations included herein are only those required to ensure compliance with code. Weply beam or column, connect all plies with glue and 2, 16d at 4" spacing. do not intend to compute every structural element nor every load combination. Much of our analysis is"Bl" max spacing. Dowels to be centered on stemwall. capacity. Any nationally-recognized brand that meets the below specifications is acceptable. B Inspection.) g gGlue, Epoxy. Where specified, wood glue shall be commercial grade with minimum shear strength of 450 ( Y p } 0 For pad footings larger than 12" square or round, use three dowels spaced 8" apart,centered on I-beam Composite Web/Flange Joist Products. The contractor shall install the I-Joist products complete ABBREVIATIONS: footing. If dowel is too long to fit in footing, bend as necessary to provide 2" cover at top and/or psi at 28 days. Use Liquid Nails LN 940 or similar. Prep and apply per manufacturer's recommendations. with web stiffeners and other blocking/ bracing as shown on the Plans and/or as recommended by the side(s). Epoxy used with wood dowels or drift pins shall be Simpson ET-HP, or other brand intended for wood use. manufacturer. A:Area ICF: Insulated Concrete Form REQ or Regd: Required Wood and dowel shall be clean and dryprior to epoxy installation. AC: Asphalt Concrete IEBC: International Existing Building Code ROW: Right of way 0 For pad footings equal or smaller than 12 square or round, use two dowels spaced 6" apart, p Y PSL(Parallel Strand Lumber) and Versa-Lam. Use minimum 2.0E, 2,900 psi minimum allowable bending BI: By Inspection IRC: International Residential Code Rt:Right BRNG:Bearing(wall usually) K:Kip(I,OIIQ lbs.) S:Section modulus centered on footing. If dowel is too long to fit in footing. bend as necessary to provide 2" cover at Window and Door Openings. stress. E: ElasticEit modulus or Electrical LVL: Laminated tr nd Lumber SC:Seet Cm Draint top and/or side(s). • Header. Use minimum size as called out on Plans. All headers shall be installed with their tall dimension LVL (Laminated Veneer Lumber). Use minimum 1.9E, 2,600 psi minimum allowable bending.stress. (E): Existing LSL:Laminated Strand Luu,ber SD:Storm cCl:ConstructionCalc,Inc. Lt: Len SiP:Structural Insulated Panel Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining material and a vertical. If header is less than 3 inches wide(I.E. a single 2x or single LVL) use a flat 2x nailed to the CIP:Cast in place concrete NA:Not Applicable SK:Sketch T rc , battOrm of header In an "L"ca»tl ut'atlOn with I6d at 4" max S aClll��. ll'na 11ead l`IS S er i#ied, the Oval[ is LSL(Laminated Strand Lumber). Members indicated as I.5E shall have min., 1.5E modulus of elasticity suitable vapor barrier(designed by others) e recommended for all interior slabs. P p cm U:Concrete Masonry Unit NB:Not Bearing SOG:Slab On Grade and 2,300 psi allowable bending stress. Members indicated as 1.3E shalfhave min., l.3E modulus of CO:Callous or Cleanout NIC:Not Included SPF:spruce Pine Fir assumed non-load bearing and wall top plate may serve as the header. Cunt:Concrete OC:On Center spacing SS:Sanitary Sewer Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished elasticity and 1,700 psi min. allowable bending stress. Cont:Continuous OSB:Oriented Strand Board STAO:Shear Transfer Around Opening grade, shall be provided at the base of all footings and retaining walls which will have earth placed against Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers for each DF: Douglas Fir PCF: Pounds per cubic Mot SP:SIPs shear wallFooting g daylight, otherwiseopening shall be individual members with studs between them. Each header shall use the Glue Laminated Timbers. Unless otherwise noted, all glulam beams shall be 24F-V4 DF/DF. Any that span FP: Fireplace PLF:Pounds per Lineal Foot TYP:Typical them. drains shall be 4" perforated pipe routed downgt adtent to unless full-heightking continuously over one or more interior supports or are cantilevered, use 24F-V8 DF/DF. Use industrial GW:Gypsum shear wall Ply:Plywood U-D:upside-Down,hanger typically specified. number of king studs specified below or in the Structural Callouts. appearance grade, unless visually exposed to interior living space use architectural appearance grade. Gyp:Gypsum wall board PSL: Parallelo Strand Lumber VUNO: Shear Otherwises) r specified sh ( elsewhere STANDARD CONCRETE: Trimmers, aka Jack Studs. Use size(or larger) per Structural Callouts. Concealed flange hanger of similar u GLB:Glulam Beam PS Pounds per square Foot or ct Shear f lbs}or unit shear(phi) Pressure Treated(PT) glulams shall be not less than 10/weaker than the above in bending, shear, and HF: Hem Fir PSI:Pounds per Square Inch respectively bearing length and capacity may be substituted for trimmer. HVAC: Heating,Ventilation,and Air PT:Pressure Treated with preservative W:Wall,full length Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of Pc= modulus of elasticity,using suitable wood species for pressure treating. Conditioning PW: Plywood or OSB shear wall WWF:Welded Wire Fabric 2,500 psi unless otherwise noted on Plans. Minimum cement content= 5 sacks per cubic yard. Maximum King Studs. Unless otherwise shown on Plans use the following. These must be full-height, bottom plate to I;Moment of Inertia RC; Relative Compaction water/cement ratio shall be 0.45. All materials shall be in accordance with ACI 318, latest edition. Mixing top plate, IE diaphragm to diaphragm. All glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with IBC: International Building Code REF:Reference,not actual and of all concrete to be in accordance with IBC and ACI 304, latest edition. manufacturer's recommendations. placing * Opening less than 6' wide—use min., one king stud each end of header. LIMITED SCOPE OF CONSULTANT'S WORK: Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and/or * Opening 6.1' wide to 9' wide—use min., two king studs each end of header. Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Garrison, P.E., waterproofing may be used provided the strength and durability of the concrete is not adversely affected. * Opening 9.1' wide to 16' wide, use min.,three king studs each end of header, doing business as ConstructionCalc, Inc., hereafter indicated as"CCI." Air Entrainment. Provide 5% air entraining in all concrete exposed to the earth or weather. Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis of a new single- Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a end of the header shall be connected to the remaining top plate beyond with a horizontal CS 18 strap with family residence. CCI takes responsibility only for items specifically addressed in our drawings and corresponding reduction in cement content. Any such concrete shall obtain at least the strength and rnininlum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside,or calculations. Constructed items not specifically addressed herein shall be built per minimum code. durability characteristics as Standard Concrete listed above. outside of wall. LOADS CONCRETE REINFORCING: Anchor Bolts. Following are the loads used for the subject design/analysis: Strength: Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars (rebar) for standard footings, Shear wall anchor bolts connecting mud sills, use 5/8"diameter x 8- min embedment at the spacing shown O Roof live: 20 psf. 0 Exterior wall dead: 10 psf stem walls, and slabs on grade shall be grade 40 (Fy=40 ksi) or better, unless otherwise specified in the in the Plans but never greater than 60- OC and within 12"of ends and corners, with 3" x 3" x .229" steel O Roof+ ceiling dead: 15 psf 0 Interior wall dead: 7 psf Plans. washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. O Roof snow: 25 psf 0 Seismic Factors: Ss= 1.141, Sl=0.405 Splicing, Bending. All reinforcing shall be spliced, detailed, bent, and supported in accordance with the Rotohammered anchor bolts at the same spacing may be used in lieu of wet set- see specifications in O Floor live: 40 psf 0 Seismic Des Category: "D" most recent ACI code adopted by the jurisdiction. previous section. An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at • O Floor dead: 15 psf 0 Wind Exposure 'C', 3-sec gust: 110 mph. the same spacing specified for wet set anchor bolts. O Stairs and exits, residential, live: 40 psf O Assumed allowable soil bearing pressure: Welded Wire Fabric. Unless otherwise specified, welded wire fabric (WWF) shall be W2.9, 6"x6-(6 Ga.), �- O Deck live: 60psf 2,000 psf. ASTM A-185. Splice by lapping one mesh+2 all sides. Non-shear wall anchor-bolts shall be spaced a maximum of 7� inches and within 12-inches of ends and p corners and shall be fitted with 2" steel plate washers. Use either I/2"diameters 8" mitt embedment wet- () Deck dead: 10 psf. Cover. Provide the following minimum cover: set, or 1/2" Titen HD with 4" min embedment. SINGLE PROJECT: Footings and other unformed surfaces, distance from the bar to earth facie...3" Non-shear trail anchors may be 0.145" diameter powder actuated pins with 1-1/2- min concrete The calculations, drawings, notes, specifications, and/or tables prepared by CCI are valid only for the Formed surfaces in direct contact with earth )" embedment, at 16" OC, unless otherwise shown . project indicated herein. These documents are not valid, are not applicable to, and shall not be used for any Surfaces exposed to weather 1-1/2- Decks: Joist hangers used at decks shall be connected to all wood members with corrosion-resistant screws, other project at any other location. Simpson SD9 or similar. Hangers shall be U or LU only (not LUS.) Ledgers shall be attached with screws For slabs on grade, center the reinforcement in the slab unless otherwise specified.COMPETENT CONSTRUCTION PERSONNEL /SAFETY: or lagbolts per Callouts. All hardware and connectors shall be at least medium duty corrosion resistant BOLTS AND DOWELS IN CURED CONCRETE: with galvanizing or similar. Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and/or soil, and when techniques. Minimum concrete embedment =4-inches unless otherwise specified. Minimum distance to any directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise non-reactive with metal Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. ,Tconnectors (including nails, bolts, framingconnectors, etc.) or structural steel members. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the edge or end of concrete=3" from hole centerline unless otherwise specified. finished as-built condition of the structure and related systems. Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. In certain cases non-pressure treated lumber may butt against concrete. In these cases use a layer of heavy, Location of existing reinforcing bars may be by non-destructive methods (pachometer, radar, or similar). asphaltic-treated construction paper between wood and concrete. MATERIALS AND METHODS: g bridging Washers. Use 3"x3"x.229" washers on all wood mud sill anchor bolts. Such washers may be slotted, with Blocking/Bridging. Provide continuous blocking at all bearing locations. Provide full depth brtd�rnb or Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is plate washer under the nut as allowed by the IBC. At non-mud sill locations, smaller washers may be used. blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm connection on the top . the contractor's responsibility to ensure all field personnel understand and adhere to this. • Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer TEMPORARY SUPPORT AND BRACING: Non-Epoxy Systems. Use Simpson Titen HD where shown in the Plans- These anchors may be used to post, column, or other concentrated loads through the floor to the supports beneath. General. Provide adequate temporary support to ail walls, roofs, beams, columns, and floors during resist tension loads and shear loads. Install per manufacturer's recommendations. Bolts. Unless otherwise .,pecified: Use washers on all bolts; tighten all bolts to a very snug wrench tight construction. Design of same is not included herein. Contractor or owner should check all temporary- • Epoxy Systems. For bolts, use Sinn oiu epoxy-tie p ox tie bolts stem with ET-HP or SET high strength-epoxy, condition; use standard A307 bolts; for bolts in wood, drill the same diameter hole as the bolt; for bolts in supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all with zinc plated. A307 'all-thread' bolts as shown wn in the sketches. For dowels, use ET-HP or SET high steel drill holes 1/16" larger than the bolt diameter. Provide the following minimum edge distances between temporary and/or permanent support systems. strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in centerline of bolt and all edges of bolted wood, and between centerline of multiple bolts: FOOTINGS, FOUNDATIONS,SLABS ON GRADE: strict accordance with epoxy manufacturer's recommendation. 5/8 inch diameter bolts 3 inches Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends CONVENTIONAL WOOD FRAMING: 3/4 inch diameter bolts 3.75 inches that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members Minimum distance between edge of bolt and any of steelplate(angles, flanges, webs,etc.) Soils analysis and geotechnical engineering are not a specialty of CCI. CCI depends on others for the per the Plans and applicable building code. Where Structural Plans do not specifically address a structural g edgegussets, provision of soils data, which includes but is not limited to: allowable bearing capacity, liquefaction shall be one inch. element, construct said element per minimum building code. potential, slope stability, active and passive lateral pressures, internal friction angle, and cohesion. In the Engineer shall specifically approve any bolted connection using less edge distance than shown above. absence of a geotechnical report CCI will make assumptions regarding soil parameters, however, CCI takes Framing Material. All sawn framing lumber, not including beams, posts, and columns, shall be Spruce Pine no responsibility or liability for future settlement, or damage or injury due to earth movement or failure of Fir, Hem Fir, or Douglas Fir- Larch, Number 2 or better, unless otherwise shown. All sawn wood shall Lag Bolts. All lag bolts greater in diameter than 1/4"' shall have pilot holes pre-drilled. Size of pilot hole in any kind. have moisture content less than 25%. 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 Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway Studs. Studs in exterior walls shall be a single member(not spliced nor discontinuous) from horizontal unthreaded shank. specifications for imported road base or sub base; or use sand or other clean granular materials no larger diaphragm to horizontal diaphragm (horizontal diaphragms are roofs and floors that connect to exterior than pea gravel. All structural fill must be compacted per the following section. walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. Stud size, material, and PRE-FABRICATED FRAMING CONNECTORS: Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical (vibratory or maximum length between diaphragms is shown in shear wall table. Manufacturer: Simpson brand is specified, however any other nationally recognized brand may be used impact) methods. In paved areas and under structures, use structural backfill compacted to 95%relative Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 or better, provided that they are equivalent in their ability to carry all applied loads in all orientations. compaction. In non-paved or non-footing areas use structural backfill or native backfill minus rocks, Lumps, except where exposed to weather and specified as PT(Pressure Treated) may be Henn Fir No. 2 or better, Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's • and organic matter, compacted to 92% relative compaction. Glulams, PSLs, LVLs, etc. shall be per Prefabricated Wood Products section below. recommendations and requirements. The load carrying capacity of the prefabricated item cannot be Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes,etc.) use Nails: Nails called out herein are`'common" sizes, i.e. 16d, I2d, I Od, 8d. Smaller diameter, similar length guaranteed if this provision is not adhered to. Nails and screws which will be exposed to weather shall be 2316 Antone Way p p Tim K. Garrison, P.E. structural fill around the structure. Carefully place and compact to 95%relative compaction under and nail gun nails may be substituted provided 50%more nails are used. For example if 8, 16d are called out, galvanized or stainless steel. If installation risks cracking of wood, contact engineer for alternate nailing and Anacortes,WA 98221 S 3 of 3 the number of similar length .131 diameter nailnails required is 8*1.5 = 12. As another example if 16d /or alternate connector. Professional Engineer TimG@TimKGarrison.com around all pipes. g gunqp (360) 708-1865 When roots, rocks, or other undesirable materials cause over-excavation, fill over-excavation and compact nails are called out at 4" spacing, the spacing of similar length, narrower nail gun nails shall be 4/1.5 =2.7". Simpson SDS Wood Screws. Where specified, install per manufactirer's reconnrnendations. In general Standard Structural Specifications per the above. Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall these do not need pilot holes. However, if wood is old and or very dry pilot holes may be required to avoid Table herein using materials designated for lateral load resistance by nationally-approved manufacturers. splitting. Use length as specified in Plans but never less than required to ensure full strength. Structural Analysis: New Home at 4118 Brant GAS Foundations, Footings on Soil: All footings and foundations to bear on undisturbed existing soil or All shear walls must be positively connected at to and bottom to diaphragms. Walls not specifically called " 'r ' structural fill. All organic and deleterious material beneath footings and foundations to be removed and p Y p p b P Y Simpson SD Wood Screws. With most Simpson connectors, Contractor may use SD9 in lieu of 10d nails, Cir. AnacorteS WA 4, k replaced with structural till. Bottom of footings to be below locally prescribed frost zone, not less than 12". out, or tabled Simpson are not intended as shear walls and shall be built per minimum code. and/or SD10 in lieu of 16d nails. These are provided in 1-1/2"and 2-1/2" lengths. Use the length ' &� AT . 4.= et. Sheathing. "PW" walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall necessary for full penetration into the member(s) connected. ,x-- •01 . Table, oriented either direction. "GW" walls are drywall shear walls, use per Shear Wall Table. /i,/ r,: Client: Mary Tutty AI hi i , t'$0.4k,p2111073 r Building Design: Jim Dunlap . Job Number: T2 / /i74'i Date: June 17, 2021 21 P