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HomeMy WebLinkAboutPermit File BLD-2020-0738 3952 Rock Ridge Parkway (2) A. la EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.28 FloorR-38 CITY OF ANACORTES WORTHINGTON RESIDENCE Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab PLANNING AND BUILDING D E PT $ jd design or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. APPROVED PLANS 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 JIM DUNLAP Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per REVIEWED FOR CODE COMPLIANCE (360) 982-0535 hour maximum and PERMIT#: BLD-2020-00738 JIM@JDDESIGNDRAFTING.COM 3952 ROCK RIDGE PARKWAY All whole house ventilation requirements as determined by Section M1507.3 of the ADDRESS: 3952 Rock Ridge Parkway ,IV International Residential Code shall be met with a high efficiency fan(maximum 0.35 APPROVED BY: 7) .4 watts/cfm),not interlocked with the furnace fan.Ventilation systems using a furnace �l�t /� ANACORTES, WAS H I N GTO N including an ECM motor are allowed,provided that they are controlled to operate at SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT low speed in ventilation only mode. BE ALTERED WITHOUT AUTHORIZA ON. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. LOT 14 ROCK RIDGE SOUTH PHASE 5 3a° GaGHropane or eY HVAC EQ with minimum - - - - 1.0 Gas,propane or oil-fired furnace with minimum AFUE of 94%,or Gas,propane or oiled-fired boiler with minimum AFUE of 92% PARCEL I D# P 1 3 4 3 2 5 To qualify to claim this credit,the building permit drawings shall specify the option PROPERTY i INFO. being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3bb HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 SITE ADDRESS: Air-source heat pump with minimum HSPF of 9.0 3952 ROCK RIDGE PARKWAY To qualify to claim this credit,the building permit drawings shall specify the option ANACORTES, WA 98221 PROJECT DESCRIPTION: NEW CONSTRUCTION OF TWO-STORY WITH being selected and shall specify the heating equipment type and the minimum PARCEL P134325 equipment efficiency. ASSESSORS TAX#: 6055-000-014-0000 DAYLIGHT BASEMENT SINGLE-FAMILY RESIDENCE WITH 2-CAR 5c EFFICIENT WATER HEATING 5c: 1.5 QTR: NW, SEC: 26, TWN: 35, RNG: 01 Water heating system shall include one of the following: BASEMENT LEVEL GARAGE Gas,propane or oil water heater with a minimum EF of 0.91 PARCEL SIZE: 9961 S.F. or Solar water heating supplementing a minimum standard water heater. Solar water PROPERTY OWNERS: heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the BRIAN it HELEN WORTHINGTON ILI ZONINZONING DESIGNATION: R 2 Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 2520 BERENTSON CT (II) G V H f� Certified Solar Water Heating Systems ANACORTES, WA 98221 or ZElectric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum w o IJJ ` -guipment efficiency and,for solar water heating systems,the calculation of the PROJECT INFO■ z BUILDING CODES _ _ _ _ - nergysavings. o MAIN FLOOR CONDITIONED 1541 S.F. UPPER FLOOR CONDITIONED 126 S.F. CONSTRUCTION WILL COMPLY WITH: •-, J BUILDING STRUCTURAL 2015 IRG la LOWER FLOOR CONDITIONED 953 S.F. Q CC •MECHANICAL 2015 IRG ;i - Bill TOTAL CONDITIONED 3226 S.F. w PLUMBING 2015 UPC - Z ENERGY VENTILATION 2015 WSEC LOWER FLOOR UNCONDITIONED 133 S.F. z_ GARAGE 630 S.F. .. _ _ --1 LRollmII p"" '. COVERED FRONT PORCH 281 S.F. O O MAIN BACK DECK 291 S.F. F — ' UPPER SACK DECK 196 S.F. Q i LOWER SACK DECK 110 S.F. , (51 w ..1...-1: ENERGY CREDITS - - - - -� - - __` - C — � z Er o I tp 1 — 0 11E IIII II THIS RESIDENCE IS A MEDIUM DWELLING UNIT (1500 5000 S.F.) I LOT COVERAGE CC = N _z Ln WHICH WILL REQUIRE 3.5 CREDITS O _ ro Q r� HOUSE (OUTLINE OF FOUNDATION) 1162 S.F. Lu N No OPTION DESCRIPTION CREDITS CANTILEVERED AREAS 24 S.F. Z O w IA EFFICIENT BUILDING ENVELOPE 0.5 FRONT PORCH it STEPS 133 S.F. # J 2A AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 0.5 DECKS ir DECK STAIRS 310 S.F. uj Q 00 U III I 3A ORB HIGH EFFICIENCY HVAC EQUIPMENT �� H Z Q 1.0 —1 a._ II l �"` TOTAL LOT COVERAGE 2289 S.F. N Q 5C EFFICIENT WATER HEATING 1.5 �Fa-�y WI TOTAL CREDITS 3.5 _FOR FULL DESCRIPTION OF EACH ITEM SEE WSEG 2015 SECTION R406811.011 'ADDITIONAL ENERGY REQUIREMENTS' AND TABLE 406.2 'ENERGY "CREDITS' � '* � Y -- Mm0011IMPERVIOUS ``�``-.-; �- - SURFACE Driveway 12%, with : = HOUSE UNDER ROOF 2282 S.F. stripdrain in front of - -- '�` t. oll. - ,� �. - PAVED DRIVEWAY/WALKWAYS 661 S.F. door. I • G1011, 111"10...M".. 1Y T� �i I IIIIII } � �� TOTAL IMPERVIOUS SURFACE 2943 S.F. ti"' ----- - -I 44 FIRE AREA - . .. �.___ _ x - - x LOWER FLOOR FIRE AREA 1154 S.F. Provide MAIN FLOOR FIRE AREA 2112 S.F. 1 !4!Ilk illil y documentation of UPPER FLOOR FIRE AREA 820 S.F. -�— _�. _ �- - 1750 GPM available - - fire flow, or automatic TOTAL FIRE AREA 4146 S.F. IJJ - -- _ — sprinkler system prior to framing inspection. (ii Q _ �,la, l�_ ;� }_,. , \ , - -— DRAWING INDEX - l _ = --, v - ; GENERAL NOTESCC r i - Al COVER PAGE •• HOUSE WILL BE HEATED BY HYDRONIC FLOOR UIJJ �' r ti yw�{J f n... �`4i HEATING SYSTEM POWERED BY GAS BOILER. r �{ / '� + .~-_ i A2 SITE Ct LANDSCAPE PLAN • BOILER TO BE LOCATED IN MECHANICAL ROOM IN U ,� �, c. - BASEMENT. cn 0 fr — i ti I � WATER SUPPLIED BY SKAGIT PUD. w Lu r r),,, `` `' A3 FOUNDATION PLAN 0 . 1 i t • , 1 -. • �)) • WATER TO BE HEATED BY GAS ON-DEMAND cu + "r-- - IT A4 FOUNDATION DETAILS WATER HEATER LOCATED IN MECHANICAL ROOM IN 0 `~ �- s BASEMENT. 'm. f f �� N. I' / __V4*-/I ''''', QC'. any A5 LOWER FLOOR PLAN f / � $ DRAWN BY JAD f r'` = r r A,'o MAIN FLOOR PLAN SCALE N/A f 1 .':.,:',':"/ `- } —' Al UPPER FLOOR PLAN JD JOB# i2I7NC I8 WORT / ' ;;. ' ''s' DATE 02/17/2020 Q, ti , k ,I — _.: n�hi I r ?E� , r,`'; f !2j1T AS MAIN FLOOR FRAMING PLAN, UPPER FLOOR REVISIONS /ifFRAMING 1 LOWER ROOF FRAMING PLAN' j' A9 UPPER ROOF FRAMING PLAN 1 DETAILSStructural 6/16/20 1 I ;.+r ..k. /I f • f,/ / .i . rAgr Ale BUILDING SECTIONS A - A 1$ B - 5 } ! I >f f All BUILDING SECTION C - C 1 DETAILS Al2 ELEVATIONS NORTHWEST f SOUTHWEST VICINITY MAP Al3 ELEVATIONS SOUTHEAST 4 NORTHEAST Al SHEET 1 OF 13 I. ID Jd / JIM DUNLAP (360) 982-0535 / / / / JIM@JDDESIGNDRAFTING.COM / FACE OF CURB / / / / / // / / / / ` / / / / / FIRE HYDRANT / / / / / /// / / /' °' S sr�� / ,/ LANDSCAPE NOTES / / • APPROXIMATELY 5395 S.F. OF THE 9961 S.F. LOT WILL / �' / WATER METER N / // BE LANDSCAPED WITH EITHER LAWN OR PLANTED / / BMP CI05 N / AREAS. THIS IS APPROXIMATELY 54% OF THE LOT, / CONS/`RUCTION ENTRAN E N /` ' /' WELL OVER THE REQUIRED 20%. A MINIMUM OF (10) --o�iIDE 12" UJIDE X 20' LONG ( IN.) i `, �'� ♦ // Driveway Grade 12% TREES WILL BE PLANTED ON THE LOT, WITH NO MORE •��Nv�TRUCT ON ACCESS W/ CRdSHED N / / .3...4 THAN 30% BEING OF THE SAME SPECIES. EVERGREEN // / TREES SHALL BE MIN. 8" TALL, WHILE DECIDUOUS ROC z- SE a conic. DRIVEWAY CATION ri'qk it / >,/ / /PER DETAIL ON HIS PAGE #)i .,�� // ?- TREES SHALL HAVE MIN. I I/2 CALIPER AT CHEST / %/ (NEW CURS CU REQUIRED) �0 - �.`. // HEIGHT. / �th � / s / // /' / \O r / 430 // // / driP / s p ` Strip drain in front of DRAINAGE NOTES a` a • ` garage door. / /' / g g RUN ROOF SITE DRAINS IN 4" PVC TIGHTLINE. SEE / /' a / / INCLUDED DRAINAGE PLAN. W ' ` • KEEP DRIVEWAYS/PAVED AREAS SLOPING AWAY / ' / /�� ,, `, CRUSHED ROCK PATH FROM HOUSE. 0 / / / Q 4 se4-41:41, -; ../ / .� : ./': ":4 , % �,4pr 2 � EROSION CONTROL W / pp , / oa / / ♦ // ;�P ! ;haw " ,l� `�, 5�,, z / Q' �� . ;0 • NOTES w i / BMP C154 I / /• \ o / / / 1 I / / // \\ N (in CONTRACTOR TO INSTALL SILT FENCING ON DOWN / / C,' DESIGNATED CONCRETE / \ . \ ' i / / / `\ SLOPE SIDE OF ENTIRE EXTENTS OF EACH SITE UNDER / / / WASHOUt AREA/ ' __ / A /` // \ CONSTRUCTION. SILT FENCING TO REMAIN UNTIL ALL J W / �i' it.O / ' /// //< ,/ CONSTRUCTION IS COMPLETED AND LANDSCAPE IS IN / /' / / •� // i, �/' / // 111406111kliNth_ i �S�o PLACE. QCC / / IN ADDITION TO SILT FENCING COVER ALL �j // / EXISTING CURB GUT // �� // �� Olt //('' // •ii / STOCKPILED SOIL WITH VISQUEEN. / ' FOR DRIVEWAY / m / `0 0,0 / S9 Z / N 7111j111114 i 441( PROPOSED ATTACHED O // // AV S EXACT ST"D NDFELDIIM CC S GARAGE I� I / Ir*RAP-05-D R0‘1114 It o (I5 411, 1=,do-c , vp i OZ / / / / \\ 425 U U Z 0 1_ / /' Al /IF / V9- \\ (4242� ,0 ccn c� Z 27 .(EC7)I NO--1-'r)(\jLi) IPS // o .G RE �QE CE ♦�r. � wMilm w / / // \ (11 104tt N i TAI N1/434O N / I—L.U z< „ti X 0-----____-----------, 1111* 4 / / / N / * * DPERcOKP$05ED r.ACK 11114 / // 445 � / ,4♦�♦♦♦�, .� .� �, N LOT 13 / / LINE F F DATIO / v v ClSter, :._ in / ik )0,t / bac, yard to coll'ec // 440 \ / SMALL LAWN . d pump storm N N N \ 420 / . \\ / water to CB in street, \�/ 1,, post construction. Z435vj , 11111rN '�' Location t0 be N \\ 6?�8 '�` • -termined. NLOT 14 430 j67' ,. oil THIS AREA PLANTED/MULCH. PLANTINGS / \ ' 41, TO BE ADDED GRADUALLY 4r '•- OE BY HOMEOWNER. N, NIA, W 425 -,-• Oa s N ai ` \ IA* V rje..„,iirr -14.4riAl i tt ad � Qli . � o` 1 �• °e 1111PW, W. Z vir ' \420 . w / SITE & LANDSCAPEad � LEGEND / o laE -IIIIIIIII"INw O TREE p w CO 0 0 SHRUB/PLANTED AREA LOT 15 N .,,,,siiiiiiiiiiiiiii,i1,4 < • ,_. * * * * LAWN * W W DRAWN BY JAD PAVED SURFACE / SCALE AS NOTED \ -e5 JD JOB# 1217NC18-WORT CRUSHED AGGREGATE GREATER THAN 3' BUT SMALLER THAN 6" GRAVEL OR CRUSHED ROCK DATE 02/17/2020 SURFACE n SITE & LANDSCAPE PLANPROPERTY LINEREVISIONS �, .�, .�. �. SCALE: 1" = 10'-0° / Structural 6/16/20 \/\� •�47♦ • ♦- ♦ :4��� ♦ r \� Z_ BUILDING SETBACK LINE OF BLDG. FOOTPRINT —————— LINE OF ROOF — UTILITY LINE CONSTRUCTION SILT FENCE ENTRANCE CROSS SECTION X HIGH VISIBILITY FENCING NO SCALE A2 SHEET 2 OF 13 t FOUNDATION NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 4D 3Jd design • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS HANG 6X10 P.T. OFF ACCOMPANIED WITH PLANS TO SUPERCEDE ALL 6X6 P.T. POST WITH INFORMATION ON ARCHITECTURAL DRAWINGS. FOR SIMPSON HUC612Z (TYP.) ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DRAWINGS REFER TO ENGINEERING. 4l'-0"' JIM DUNLAP / I I / (360) 982-0535 • FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL 4'-0" I. 19'-6 1/2" I 21'-5 1/2" I 2'-0" JIM@JDDESIGNDRAFTING.COM IL SO DEVOID OF ANY ORGANIC MATERIAL AND / / / / / STEPPED AS REQUIRED TO MAINTAIN IS" DEPTH BELOW GRADE. 12'-6 1/2" 11'-0" 5"-I 0' 4'-0" * • COVER CRAWL SPACE GRADE WITH HIGH DENSITY / / / / / POLYETHYLENE HIGH QUALITY VAPOR RETARDER. LAP EDGES 12" MIN. AND EXTEND 12" MIN. UP 10 1D co 1' P FOUNDATION WALL. �+ I , 49+ �+ �+ I • FILL UNDER SLABS ON GRADE TO BE MIN. 4" DEPTH Q� ,, Q,s Q� GRANULAR MATERIAL COMPACTED TO 95%. \ I I - (10'-1") 6TX10 Pt.T. t__ A� II I- \ C. 8 • CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25" MAX. INTERVALS EACH WAY. I ® -� r" I �_I I -_I pE WA 10 ,� iyl' N i • CONCRETE SIDEWALKS TO HAVE 3/4" TOOLED JOINTS II I I I I I I I II 4 O AT 5" O.G. EACH WAY. , •, /v • WIRE MESH TO BE USED IN CONCRETE SLABS, ''� POSITIONED IN MIDDLE THIRD OF SLAB. pry lV P� / ,O, 37964 w • USE HIGH DENSITY POLYETHYLENE HIGH QUALITYo F FG I ST ERA C,� CA VAPOR RETARDER UNDER CONCRETE SLABS IN I' 3-0" SS/ONAL '� GARAGE AND BASEMENT. 1( II I I IpEGK J01STS @ 16' O•� • A WATERPROOF MEMBRANE IS TO BE USED ON pT 2 x 10 FOUNDATION WALLS BELOW GRADE. CONC. PAD LANDING • DRAIN TILE WITH DRAIN HOLES TO BE INSTALLED NEXT @ BOTTOM OF STAIRS 2X10 P.T. DECK LEDGER TO PERIMETER FOOTINGS. \ \ II I PER DETAIL 'U' ON S2 Ir° T° ° .°I �l m° \ \ • A LAYER OF ROUND, WASHED, DRAINAGE-GRADE I , °` h " � �° °" n GRAVEL IS TO BE USED OVER DRAIN TILE, NEXT TO _N I I 1 1 1 L 7 W FOOTINGS. 30-L5. FELT PAPER IS TO BE USED OVER I \ I I) I THE GRAVEL \ I i ° i_ ° ° ° .I ° ° a 1 i i n nn n n 0 • ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT 6X6 P.T. POST WITH - WITH CONCRETE TO BE PRESSURE TREATED. SONO-TUBE FOOTING PER A4 I z • BEAM POCKETS IN CONCRETE TO HAVE 12" DETAIL 2 ON THIS SHEET I _ AIRSPACE AT SIDES ENDS WITH MIN. BEARING OF 3". I I I I I I CRAWL SPACE 16" X 8" X 8" VENT TYP. (9) IJJ FOLLOW ALL JOIST FRAMING DETAILS PER I 3" GONG. SLAB W/ 6 MIL. PL. REQUIRED. (10 SHOWN) ,•(‘‘ U • Q w LOWER FLOOR DIAPHRAGM: >POR BARRIER oi MANUFACTURER. _` • PROVIDE BLOCKING ABOVE ALL BEARING WALLS @ 16" O.G ° ° p 9 1/2"TJI 210 @ 16" O.C. (OR EQUIVALENT I-JOIST N I I v w AND BEAMS. WITH 2-1/16" FLANGE WIDTH AND 9-1/2" DEPTH), WITH 3/4" SUBFLOOR, GLUED AND NAILED WITH ,12"' TJ1 FLOOR Jp15TSCn • ALL CONNECTORS AND FASTENERS IN CONTACT WITH / 8d AT 6" O.C. ALONG EDGES, 12" O.C. IN THE FIELD m 1"-S I/ "� Et cnuiIJJ PRESSURE TREATED WOOD SHALL BE HOT DIPPED SUGGESTED CRAWL - J r AND 1-1/2" GYPCRETE TOPPING ON SUBFLOOR 5'-10 I/4'" 5'-10 I/4'" 6'-9 3/4" e 1/Q" I (2) HOLD DOWNS, (2) OPTIONS: GALVANIZED OR EQUIVALENT PROTECTION. - SPACE ACCESSON - I J/ / / / 1p / I I / - / - HDU2 PER DETAIL 'Y' aCC L• ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR I I f - STHD14 PER DETAIL 'Z' SPACES. ACCESS OPENING THROUGH PERIMETER I I I Ip �Q a J WALL SHALL BE NOT LESS THAN IS X 24". IF ANY 5/8" DIAMETER X 10" LONG — — (5'-10") 6X10 D.F.1--(5'-10") 6X10 D.F.1 -- (6' 10") 6X10 D.F.1 — — (8'-0") 6X10 D.F.1 --J - z Z PORTION OF THROUGH-WALL ACCESS IS BELOW ANCHOR BOLTS Cd 4"-0" O.C. / - \ \ \ GRADE AN AREAWAY NOT LESS THAN IS" X 24" / \ I �q— — —® • r — r — °40 1 SHALL BE PROVIDED (IRC R408.4). - I 20'-0" L J -r -r - _T .c.. O cn >- P.T. BOTTOM PLATE / ° I I I / • CONTRACTOR TO COORDINATE FOUNDATION ; SLAB Q 0_ BLOCK OUTS WI MECH. ELECT. FOR SIZE LOCATIONS. I J I I I I I I w - - - - 0 C5 • ALL CONCENTRATED LOADS FROM ROOF TRUSSES I \ \ ° '— '— ° '— \ I I _ s) o o z MUST BE TRANSFERRED TO THE FOUNDATION WITH A „ a ° ' m ° _ ° _ ° ° Er BUILT-UP POST AND FOOTINGS AS REQUIRED. VERIFY - -'° ° ° ° ° -II a -I i 11 ° T U 0 z LOCATIONS WITH TRUSS ENGINEER AND/OR a s a a I z U w U U U U U Li ° STRUCTURAL ENGINEER. a • • a ° ° ° a \ _ _ ° cn z ] '4 Ct ol- Lc) Ln 10" THICK X 16"WIDE CONTINUOUS ° m 7 ° N No UNDISTURBED EARTH FOOTING WITH (2)#4 REBAR, 2" HOLD TOP OF STEM WALL TO A3 A4 w w CRAWL SPACE _ TOP OF SLAB AT GARAGE . FROM BASE OF FOOTING z r TRANSITION cn SIM `� -cm O p I- VENTILATION _ I X I ak \ LOCATION OF THIS _ 1. Li Q O w PROVIDE VENTILATION IN CRAWL SPACE WITH — — — — — — — — N Q Q�THICKENED FOOTING STEM WALL TO BE p w Q FOUNDATION VENTS. PROVIDE 1 S.F. VENTING PER GARAGE TRANSITION ° . L —--� VERIFIED IN FIELD v e 150 S.F. OF AREA. �, `� SCALE: 3/4" = I' 0' 13 n CRAWL SPACE = 698 S.F. CONCRETE SLAB ° - 698/150 = 4.65 S.F. OF VENT AREA REQUIRED m 4" CONCRETE SLAB WITH JOINTS PER DETAIL 'JJ' L • 1 4.65/0.56 NET FREE AREA VENT -6, OVER 6 MIL POLY VAPOR ° nn _ -I4 = (.5)VENTS REQUIRED MIN. (16" x S" DIM.) BARRIER, OVER 2" RIGID INSULATION \ a ° THROUGHOUT, OVER 4" COMPACTED J VENTS TO BE COVERED WITH 1/4" CORROSION GRANULAR FILL N `, RESISTANT WIRE MESH. LOCATE ONE VENT WITHIN 3 FT. OF EACH CORNER 6 X 6 P.T. HF #2 POST s BLOCK OUT FOR 3" OF BUILDING. DECORATIVE BEVEL N DOOR AS NEEDED \ \ \ SIMPSON CBSQ66-5DS2 OR ABU66 POST BASE L GRADE L a CONCRETE SLAB SLIGHT SLOPE FOR DRAINAGE4" CONCRETE SLAB WITH JOINTS PER DETAIL'JJ' FLOOR FRAMING 12' SONOTUBE SQUARE OVER 6 MIL POLY VAPOR OR ROUND L r BARRIER, OVER 2" RIGID INSULATION NOTES r , ` IJ ° I s GRANULARTHROUGHOUT,LOVER 4" COMPACTED • ,- 7-n- '� a1 ° °1 \ u • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER y/i I I \ I �� I I >< I a SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND II pl w • 0 00NDITIONS IN THE FIELD. �� ° a 36"X36"X12" CONCRETE FOOTING ° d ° ° (4)44 VERT. HOOKS HI ° ' \ \ • ENGINEERING SPECIFICATIONS, NOTES AND II Ir 0 �7 ° WITH #4 REBAR AT 6" O.C. BOTH J DRAWINGS ACCOMPANIED WITH PLANS TO 24" x z4" x 10" FTC. ° 9 WAYS. TYPICAL AT BOTH ENDS SUPERCEDE ALL INFORMATION ON ARCHITECTURAL °I I. `_A O v DRAWINGS. FOR ANY DISCREPANCIES BETWEEN 'I II ° w Cal . a ENGINEERING AND ARCHITECTURAL DRAWINGS II ° II GARAGE DOOR IS' WIDE ,' — Z°16 REFER TO ENGINEERING. (4)#4 HORIZ. 1�—7_I c ° a • REFER TO FLOOR FRAMING PLAN FROM FLOOR EACH WAY a • JOIST MANUFACTURER/SUPPLIER. FLOOR JOIST ,;,�,��//,/ 7/�/,!/!/< \ MANUFACTURER/SUPPLIER SHALL PROVIDE AND UNDISTURBED EARTH ° L J O SUBMIT ENGINEERED DESIGN TO THE BUILDING \ \ k ° 1 r - - - - \ \ DEPARTMENT FOR APPROVAL PRIOR TO - — ° ° CC FABRICATION AND INSTALLATION. ,� rl a °° f 'c) �\ • PROVIDE TEMPORARY BRACING AS REQUIRED POST FOOTING t —— — — J L — — L — — < UM UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE SEEN INSTALLED. 2 ° • FOR FLOOR SHEATHING USE 3/4" CDX OR OSB SCALE: 3/4" = I' 0" (4) HOLD DOWNS, (2) OPTIONS: CC - HDU2 PER DETAIL 'W' o STURDI-FLOOR T;G, GLUE AND NAIL W/ RING SHANK - STHD14 PER DETAIL 'X' ° O SD'S Ca 6" EDGES ; 12" IN FIELD U.N.O. FACE GRAIN PERPENDICULAR TO SUPPORTS. I , a O U • PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR - o BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. I ° .f- I LU 0 I ' , I I a � • PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS. 4 X 4 P.T. HF #2 POST 2,_'1„ 3 1/2" 18'-3" 3 1/2" 2'-'1" 8"-5" 2'-'1" 12'-0" DECORATIVE BEVEL / / / / / / • ALL EXTERIOR WALLS ASSUMED TO BE SEARING. SIMPSON C5SQ44-SDS2 'I • ALL BEAMS AND HEADERS TO BE 4 x 8 D.F. #2 OR ASU44 POST BASE DRAWN BY JAD U.N.O. 24'-0" 23'-0" FOUNDATION & FLOOR GRADE / I / I / SCALE I/4" = 1'-0" UNO • JOIST HANGERS ; CONNECTIONS TO BE 'SIMPSON' 8" SONOTUBE SQUARE14/ 41-0 FRAMING LEGEND JD JOB# 1217NC18 WORT U.N.O. 02/17/2020 OR ROUND / I I / • ALL CONNECTORS AND FASTENERS IN CONTACT WITH / Ns, DATE PRESSURE TREATED WOOD SHALL BE HOT DIPPED r l REVISIONS GALVANIZED OR EQUIVALENT PROTECTION. /Aj�Aj< v' I= p /V y FOUNDATION STEM WALL /�� '�� %vim% yyy/ ° it <��/ o 4 m �� m Structural 6/16/20 (4)*4 VERT. HOOKS \/-�I a Q a a FOUNDATION FOOTING II r ° 18" XIS" XS" FTC. II° ° 0 FLOOR JOIST \ n NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN IN III _ iu GIRDER/BEAM DRFOR WING ARE FOR SCHEMATIC AND URPOSES OELY. FOUNDATION PLAN FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING (3)#4 HORIZ. � T , REFER TO TRUSS DESIGN ; SPECIFICATIONS FROM EACH WAY Op OUTLINE OF WALLS OF SUPPORTED FLOOR TRUSS SUPPLY COMPANY. FOR FLOOR JOIST </x,yA&/,4*„,//�//��/�// /j���� A SCALE: /4" = 0" LAYOUT REFER TO JOIST DESIGN ; SPECIFICATIONS UNDISTURBED EARTH 0 SONOTUBE FROM FLOOR JOIST SUPPLIER. ® POST A3 D POST FOOTING i-i JOIST OR BEAM HANGER SCALE: 3/4" = I'-0" SHEET 3 OF X jd design ,/2" GWB 2X6 STUDS 016" O.G. 1/2" GWB JIM DUNLAP (360) 982-0535 1 1/2" LAYER OF GYPGRETE JIM@JDDESIGNDRAFTING.COM 4" CONCRETE SLAB ON 6 MIL. GARAGE DOOR VAPOR BARRIER �^ 3/4" T;G PT PLYWOOD SUBFLOOR SLOPE GARAGE coNG. PAD 6 X 6 X 10/10 WOVEN WIRE MESH_ t/z" GWB 9-1/2" TJI 210 @ 16" O.C. PER PLAN 2X6STUDS (al6" O.G. 3/4" X 8" OFFSET2" TOWARD GARAGE DOOR 1 VERIFY W/ DOOR SIZE RSIDING PER ELEVATIONSSIMPSON ITS/MIT OR SIMILARR-10 RIGID INSULATION @PERIMETER �Fsy OTOP FLANGE HANGER DRIVEWAY SLAB —l/16" CDX OR OSB SHEATHING 1 1/2" LAYER OF GYPGRETE iiiii.:1 :7Avi OPRESSURE TREATED 2 X 6 SILL PLATE. ::: 5uOO PLYWOOD BFLR °_ —a— • ° . •, , . O WITH 5/8" DIAMETER X 10" LONG ANCHOR N „ki, PLAN ° - ° ° • jp s 4 y ° a ° e / � �F3 4�o �4� C�BOLTS @ 48" O.C. MAX SPACING1 iVb Fss ciSTER ��, TYPICAL AT ALL LOCATIONS °�1 a ° /ONAL � _ a Z R-10 RIGID INSULATION a R 30 INSULATION GRADE E_ _ ° 4" MIN. COMPACTED _ ° II COMPACTED FILL CONNECT 2X12 LEDGER TO STEM WALL WITH (2) GRANULAR FILL - II ,Q HOOK #4 DOWELS @ 48" �° ° ( ) z °° II"1° �, O.G. INTO GENTERUNE ° •• -II (3)#4 REBAR CONT. 1/2"X6"WEDGE, EPDXIED, OR SCREW ANCHOR R-10 RIGID INSULATION BOLTS @ 16 O.C. HANG JOISTS OFF WITH a 2=r^� '° I1 AS SHOWN �� E II of SLAB r �- II_•4 °° ',. ``� ° • _,Ja •. , (2)#4 REBAR CONT. \.____________:,----\::'11,,,::,,,::1<,:,,Lii \ //_ SIMPSON IUS2.06/9.5 HANGERS OR SIMILAR 14> IN FooTINGsVERTICAL AND HORIZONTAL REBAR J ° h , ; ' REINFORCING AND DIMENSIONS PER j\ lG�' ° TYPICAL FOUNDATION TABLE ON S24" DIA. STORM WATER TIGHTLINE '\ , R-30 INSULATION / 8 / J ° 6 MIL. VAPOR BARRIER,./, a ° CONTINUE OVER FOOTING8" STEM WALL TYP. UNDISTURBED EARTH II ° °° L4 • ao WATERPROOFING MEMBRANE0 aCONTINUE ovER FOOTINGiVERTICAL AND HORIZONTAL REBAR iE ° ° ° REINFORCING AND FOOTING SIZE PER UNDISTURBED EARTH 4" DIA. PERFORATED DRAIN TILE. TYPICAL FOUNDATION TABLE ON S2 4 GARAGE FOOTING DETAILCONNECT TO TIGHTLINE. <I m a I SCALE: 3/4" = 1'-0" liJ JI C MIT. VE OV BARRIERSLAB @ CRAWL SPACE UCONTINUE OVER FOOTING U QDRAINAGE GRADE GRAVEL *�F ° II ° ° wFILTER FABRIC X� ° —_1 • '� SCALE: 3/4" = 1'-0" o i��:� azCn UNDISTURBED EARTHJOISTS PER PLAN < CC CRAWL SPACE WALL DETAILLIJ PROVIDE BLOCKING ATBEARING MID-SPAN OZ 1/2" GWBz 0 SCALE: 3/4" = 1'-0" 2 X 6 STUDS @ 16" O.G. W/ R 21 OINSULATION p >-1 I/z" LAYER OF GYPGRETEcni— Q SIDING PER ELEVATIONS ► u1[ j1[ JOISTS PER PLAN (WITH R-35 INSUL- OATION OVER UNCONDITIONED SPACES) z0 1/16" CDX OR OSB SHEATHING m. OCT3/4" T;G PT PLYWOOD SUBFLOOR U z U O 6 X 6 POST U.N.O. USE 6 X 10 DF GIRDER U.N.O. GONT. RIM JOIST CL U H. PRESSURE TREATED POSTS. 0 N _zI/2" GWB OPTION �` �� a a = N_ BG66 PRESSURE TREATED 2 X 6 SILL PLATE. U)BOLTS 48 O.C. MAX SPACING c..� re Q NoWITH 5/8" DIAMETER X 10" LONG ANCHOR SEE DETAIL'I' FOR OTHER SIMPSON PB OR CB OR ABUZ (2)#4 REBAR CONT. TYPICAL AT ALL LOCATIONS I zw • TYPICAL CALL-OUTS 4" CONCRETE SLAB ON 6 MIL. OR SIMILAR POST BASES IN FOOTINGS „ 00 I- #VAPOR BARRIER �, U Q w8"THICK X 16"WIDE CONTINUOUS 6 MIL. VAPOR BARRIER \ Y - CU c�2 X 6 STUDS 16" O.G. I ° CONTINUE OVER FOOTING I� L u 41I I� O6X6X10/10WOVENWIRE z QMESH CONCRETE FOOTING WITH (2)#4 rx REBAR, 2" FROM BASE OF FOOTING \ a: ° ° "r IN AREAS WHERE JOISTS ARE PARALLEL TO THE �' Q° zII1/2 B BASEMENT WALL, INSTALL SOLID BLOCKING @ 4' z ° �� > � GRADE 1° ° - O.C. IN THE FIRST(2)JOIST BAYS. CONNECT 11"/111 " — �� �� ������� IST s - BLOCKING TO SILL PLATE WITH SIMPSON A35Z ° ° UNDISTURBED EARTH �� `9 1_ 1 i i i i i x4i i i ti ° IT 11a a` 4� 2 X 4 FURRING W/ 11/2" AIR GAP v//�A/V/jVAi ° I V VA//V/V� ° a 1f \/ °11° \ / +, R-21 INSULATION POST & BEAM DETAIL ° °II ., �// / II a 2'-0" Z \<� 1I / NOTE. DO NOT BACKFILL WALL UNTIL BOTH / ° all °° 1 VERTICAL AND HORIZONTAL F API < 4" MIN. COMPACTED SCALE: 3/4" = 1'-0" FLOORS (BASEMENT AND MAIN FLOOR)ARE GRANULAR FILL — REBAR REINFORCING AND II a CONSTRUCTED AND CONCRETE SLAB ° 11 °a9 DIMENSIONS PER BASEMENT R-10 RIGID INSULATION CURED. HAND COMPACT BACKFILL WITHIN WALL FOUNDATION TABLE ON S2 5' FROM WALL. II vvvvvC\ \L BACKFILL WITH DRAIN ROCK UP TO WITHIN 6" / - °" 11 VERTICAL AND HORIZONTAL REBAR UNDISTURBED EARTH (z)#4 REBAR CONT. OF GRADE. INSTALL 4 PERF. DRAIN PIPE AT Ia° I� REINFORCING AND FOOTING SIZE PER IN FOOTINGS I� o TYPICAL FOUNDATION TABLE ON S2 BASE OF FOOTING CLEAR TO DAYLIGHT. TYPICAL AT ALL FOUNDATION WALLS I —, 4 ° ° a° 1/2" GWB ,� •11 J ll, 1 DRAINAGE GRADE GRAVEL m z GARAGE WALL DETAIL 2 X 6 STUDS @ O.G. W/ R-21 ; FILTER FABRIC °a — • _ _ a INSULATION a o a liv SCALE: 3/4" = 1 -0' � t 1/2" LAYER OF GYPGRETE ii�i��i�i� ✓�������°�i����> ��%��%��%;�ii��i, SEE DETAIL 'I' FOR ADDITIONAL UNDIS URBED EARTH R-10 RIGID INSULATION UJ SIDING PER ELEVATIONS JOISTS PER PLAN (WITH R-38 INSUL- TYPICAL GALL OUTS / -C'B A—/ ATION OVER UNCONDITIONED SPACES) Q 1/16" CDX OR OSB SHEATHING / D I 3/4" T;G PT PLYWOOD SUBFLOOR CONT. RIM JOIST • RETAINING WALL BASEMENT Z !��' . L-J ° L-J 8 SCALE: 3/4" - 1'-0" @ 0 1/2" GWB 2 X 6 STUDS @ 16" O.C. TYPICAL FLOOR TO FLOOR CONNECTION j > ,iiith1/2" GWB PER DETAIL 'N' ON SHEET S1 F ' 4" CONCRETE SLAB ON 6 MIL. Willo 1 1/2" LAYER OF GYPGRETE I►i Q VAPOR BARRIER Z 3/4" T;G PT PLYWOOD SUBFLOOR -J HEIGHT ABOVE GRADE PER O2 Z 6 X 6 X 10/10 WOVEN WIRE MESH CRIPPLE WALL 2 X 6 STUDS Ca 16" O.G. � I/z" GWBCONTRACTOR. DEPENDENT ON a_ JOISTS PER PLAN ill' STAIR DESIGN ,_ � 1 R 21 INSULATION 1110141 GRADE ° ° o O IT cn Lu > ° ° SEE DETAIL 'I' FOR ADDITIONAL •_ I( VERTICAL AND HORIZONTAL I-'-I 11•� ° GRADE TYPICAL CALL-OUTS pl REBAR REINFORCING AND °° II DIMENSIONS PER RETAINING �� LH 1 I�., �/%�VA�� ° IL WALL FOUNDATION TABLE ON S2 I I 1/z" GWB / /\/ II \/ 1 DRAWN BY JAD I ° �A/ilrill °III°° I 2 X 4 FURRING W/ 1 I/2" AIR GAP A,A ° °1 °° / / ° ° \�/ ° ° II° ° VII BACKFILL WITH DRAIN ROCK UP TO SCALE 3/4" = 1'-0" UNO R-30 INSULATION NOTE: DO NOT BAGKFILL WALL UNTIL BOTH j R-21 INSULATIONDRIVEWAY SLAB, WITHIN 6" OF GRADE. INSTALL 4" JD JOB# 1217NC18-WORT 4" MIN. COMPACTED FLOORS (BASEMENT AND MAIN FLOOR)ARE _ ° ° '11 GRANULAR FILL a CONNECT 2X12 LEDGER TO STEM WALL VERTICAL AND HORIZONTAL REBAR PERFORATED DRAIN PIPE AT BASE 1 a ° WITH 2 1/2"X6"WEDGE, EPDXIED, OR CONSTRUCTED AND CONCRETE SLAB I'`� REINFORCING AND DIMENSIONS PER OF FOOTING CLEAR TO DAYLIGHT. a" MIN. COMPACTED DATE 02/17/2020 ( ) CURED. HAND COMPACT BACKFILL WITHIN / ° I ° 11° ° GRANULAR FILL R-I0 RIGID INSULATION Cd PERIMETER /I'. SCREW ANCHOR BOLTS @ 16" O.C. 5' FROM WALL. I� CRIPPLE WALL FOUNDATION TABLE ON S2 TYPICAL AT ALL FOUNDATION WALLS 11 J-•_,-.-_ °° b �;L� aHANG JOISTS OFF WITH SIMPSON �. ,. c. I a jwe., % all REVISIONS IUS2.06/9.5 HANGERS OR SIMILAR '.'.'.. .t I� — as 1•'•' '• Structural6/16/20 VERTICAL AND HORIZONTAL REBAR • �� �I ° ° ° _ °REINFORCING ANDDIMENSIONS PER °° DRAINAGE GRADE GRAVEL • • — i '� ' 3, ° 1 ° 6 MIL. VAPOR BARRIER FILTER FABRIC AII ,• • I a ° • _ - _ ; 4 = TYPICAL FOUNDATION TABLE ON S2 .11 6 ° ° ° a a CONTINUE OVER FOOTING ° ° ° ° a ! •� ° ° °a ° II ° ° BACKFILL WITH DRAIN ROCK UP TO `' j;/ /,�/,�i/i�/i�/i� /i�//�//�/i�/i�//. N/ ° °° UNDIS' URBED ARTH R-10 RIGID INSULATION /'//,//V 4>/i% %i,/,>,,%i/�%i��/////////, a _ ;� WITHIN 6" OF GRADE. INSTALL 4" UNDIS CURBED EARTH a PERFORATED DRAIN PIPE AT BASE C f B A C—/—B/A / K!%!%/!%!%!/%!%vi��i &,!vy<""v& ivv<""v-; OF FOOTING CLEAR TO DAYLIGHT. UNDISTURBED EARTH TYPICAL AT ALL FOUNDATION WALLS D / D GARAGE @ CRAWL SPACE CRIPPLE WALL BASEMENT RETAINING WALL 4 SCALE: 3/4 = 1 -0 SCALE: 3/4 = I 0 9 SCALE: 3/4" = l'-0" A SHEET 4 OF 13 A' FLOOR PLAN NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER jd ddesign SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. o Q in Q • CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY OTHER ROUGH OPENING SIZES WITH OWNER/ JIM DUNLAP CONTRACTOR PRIOR TO WALL CONSTRUCTION. 41'-0" • ALL WOOD IN CONTACT WITH CONCRETE MUST SE / (360) 982-0535 JIM@JDDESIGNDRAFTING.COM PRESSURE TREATED MATERIAL. USE CORROSION I I RESISTANT FASTENERS WHEN IN CONTACT WITH 4"-0 19"-6 1/2 21"-5 I/2 2"-0 PRESSURE TREATED LUMBER. / I / I / • ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 II'-0" 1'-0" 2"-4 1/2" 12"-1" STUDS AT I6" O.G. AND SHEATHED WITH 1/16" OSS / / / / / PLYWOOD OR BETTER WITH 15# BUILDING PAPER. 5'-O" 3-6 1/2" 5"-5 3/4" 5"-6 1/4" 6-I 6"-0P, • ALL INTERIOR WALLS TO SE FRAMED WITH 2 X 4 / / / / / / / / 1 STUDS AT I6" O.G. AND SHEATHED WITH 1/2" GYPSUM I I C. BRq WALLBOARD UNLESS NOTED OTHERWISE. • ALL GLASS TO HAVE LOW E GLAZING. GLAZING IN F WAS 10 HAZARDOUS LOCATIONS TO SE TEMPERED PER IRG ` o I ,,/ - O I F DEFINITION N SECT ON R308 SEE R308 4 OR OF \ \ ® \ \ lf � �HAZARDOUS AREAS. LI I I i f. , CO • PROVIDE SMOKE DETECTORS ON OR NEAR THE CEILING OF EACH FLOOR, IN ALL BEDROOMS, AND \4 O FSS C I sTE�F�C O O� 37964 �� JUST OUTSIDE EACH BEDROOM. SMOKE DETECTORS /ONAL TO BE WIRED TO THE ELECTRICAL SYSTEM WITH 0 BATTERY BACKUP (IRC R311.1 ; R311.2). • BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETING -0 STEPS TO GRADE I -W THE FOLLOWING CONDITIONS: WINDOW SILLS TO BE WITHIN 44" OF FINISHED FLOOR WITH A NET CLEAR 4S NEEDED DECK OPENING OF 5.1 SQ. FT. MIN. THE OPENING TO HAVE l MIN. CLEAR OPENING HEIGHT OF 24" AND WIDTH OF \ Oo 20" (IRG SECTION R310). CK • ALL SHOWER AREAS TO BE FINISHED W \ITH A SMOOTH, 6040 SL SHEAR WALL LEGEND 4( \ "////%%%////%%%01,0%/%//%%%/ %%%////%%%/%,////%%////00 ,%%/%%%%'%%%10M V0 00 0 0 0%%////%0 1 0 0/'' PER SHEAR WALL TABLE ON SHEET Si HARD � NON-ABSORBENT MATERIAL TO MIN. 12"' z �� ABOVE DRAIN INLET. THIS MATERIAL TO BE O 1 EGRESS INSTALLED OVER WATER RESISTANT PLASTER 'r SW4 6040 SL -SW4 6010 SL DR SW4 SHELVES � PW = PRESCRIPTIVE SHEAR WALL, UNLESS BOARD. A ��� �� y ;a(a////0 j NOTED OTHERWISE. 7/16" OSB OR 15/32" PLY ON ONE • TOILETS To BE LOCATED IN AREA WITH MIN. 30" / Q SIDE OF WALL, UNBLOCKED, 8d NAILS AT 6" O.C. 0 WIDTH of TOTAL FINISHED CLEARANCE, AND HAVE v j ALONG EDGES, 12" O.C. IN THE FIELD. HOLD DOWNS CLEARANCE OF MIN. 21" IN FRONT OF TOILET. TOILETS — O I[1 J ARE NOT REQUIRED. TO SE LIMITED TO 1.6 GALLONS PER FLUSH. E (6) HOLD DOWNS, (2) OPTIONS: j • PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL - HDU2 PER DETAIL 'Y' s SW4 = SHEAR WALL 4. 7/16" OSB OR 15/32" PLY ON W WITH MIN. 22" X 30" OPENING AND 30" ® % $ ONE SIDE OF WALL, BLOCKED, WITH 8d NAILS AT 3" - STHD14RJ PER DETAIL Z Q MEMUNOBSTRUCTED GTED HEAD ROOM. FRAME WITH 2 X 12 9" CEILING HT. THROUGHOUT w BEDROOM 2 / N O.C. ALONG EDGES, 12" O.C. IN THE FIELD. HOLD c� / V DOWNS ARE REQUIRED. o • PROVIDE EXHAUST FAN IN KITCHEN AT MIN. 100 CFM 2'-4 1/2" AND BATHROOMS AT MIN. 50 CFM. ALL FANS AND REC ROOMjr 00 LRP = LATERAL RESTRAINT PANEL PER DETAIL 'L' w Cn DRYER EXHAUST TO SE VENTED TO OUTSIDE OF m E RESIDENCE. HALF-WALL OR RAILING "3 0 ON SHEET S1. 7/16" OSB OR 15/32" PLY ON ONE SIDES ' OF WALL UP TO TOP OF GARAGE DOOR HEADER, • PROVIDE MIN. 1/2" GWB OR EQUIVALENT TO GARAGE . 13-9" 11'-8 1/2" 3"-2" SD BLOCKED, WITH 8d NAILS AT 3" O.C. ALONG EDGES, a CC SIDE, BETWEEN GARAGE AND RESIDENCE AND/OR " GARAGE AND ATTIC (IRG R302.6). '� 12" O.C. IN THE FIELD. HOLD DOWNS ARE REQUIRED. 1 2 X 6 J • PROVIDE I HR. FIRE RESISTIVE CONST. 5/8" TYPE 'x' © \ \ _, l' , /000° e \ \ • = HDU2 OR STHD14 HOLD DOWN PER z_ Z GWB ON GARAGE LID FOR FIRE SEPARATION UNDER a HABITABLE SPACE ABOVE GARAGE (IRG R302.6). ,'d"''"�' " ""0 DETAILS ON SHEET Si > >- i: 0 >- • DOOR BETWEEN HOUSE AND GARAGE TO BE 1-1/2" —O THICK SOLID CORE, 20-MIN. SELF CLOSING `� BATH 3 �aN FIRE-RATED DOOR (R302.5.1). FFi `o s tip i w w• a PROVIDE FIRESTOPS AT ALL APPLICABLE \ \ 3068 40 O 0 LOCATIONS, INCLUDING HOLES AND ANY OPEN AREAS. 0 O • ALL ELEMENTS AND SWITCHES FOR FURNACE AND O Z 0ET WATER HEATER TO BE IS" MIN. ABOVE SLAB. 12'-0" 12"-0"' �� �D/GO LIN t- O 0 O 2 X 6 'n cn z Z �n = `n STAIR NOTES _s �D zo � Q � ,in LJ re NANO • STAIRS TO BE FRAMED WITH MIN. (3)2 X 12FA 1 N Z 0 LU W STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER. m ill \ # PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT I& (LINE OF BEARING WALL - w Q O w TOP, MIDDLE AND BOTTOM, AND BETWEEN STUDS — — — ABOVE - AT STAIRS) — — — — y w — — — — w Q ALONG THE RUN OF THE STAIRS. - — — — — - • MINIMUM HEADROOM CLEARANCE TO SE 6'-8" U n .! ;n / STORAGE .0 BEDROOM 3 -� a_ Hui Q a_ V VERTICALLYBJECT ABOVE TREAD NOSING TO NEAREST \ EVE. 0 a — `' O2 X 4 FURRING - • STAIRS TO HAVE MAX. RISE OF 1-3/4" AND MIN. RUN cn ;,- ;-'.':;;.;-;;4?, i OF 10" WITH NOSING OF 3/4" TO 1-1/4". NO RISER TO m GARAGE \ BE LESS THAN 4 DIMENSIONS BETWEEN RISE AND -� RUN ARE NOT TO VARY MORE THAN 3/8". ea '1)0 St 0 • ENCLOSED USABLE SPACE UNDER STAIRS TO SE ; V W 1-HR. FIRE RESISTIVE CONST. 5/8'" TYPE 'X' GWS. N m T r m 05 © 0 # 2665 \ \ HANDRAIL NOTES -� is) STORAGEIMEGH. / 1�-6,. � i a U 7,4 r UNCONDITIONED/UNHEATED • HANDRAILS SHALL SE PROVIDED ON NOT LESS THAN \ P AP 0 VA 5/8 TYPE 'X GWS LID CLOSET ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR e m 1/2" GWB WALLS / '4)FLIGHT WITH (4)OR MORE RISERS. M d GAS BOILER ; ON-DEMAND / L a • HANDRAIL HEIGHT, MEASURED VERTICALLY FROM ® WATER HEATER THE SLOPED PLANE ADJOINING THE TREAD NOSING t LINE OF GLS OR STEEL SEAM t 0" SHALL SE NOT LESS THAN 34" AND NOT MORE THAN ° ' - - 38". A X . a ° '1 \ \ \ • HANDRAILS FOR STAIRWAYS SHALL SE CONTINUOUS iA 0 �� Q 11 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT 'a, ' 0 DIRECTLY ABOVE THE TOP OF THE RISER OF THE ;'% ° ' 1— \ FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST XL '_ RISER OF THE FLIGHT. / F 7- CC • HANDRAILS SHALL SE OF THE REQUIRED GRIP-SIZE 4 I 1 LINE OF MAIN FLOOR O PER R311.1.8.3. 4 LRP LRP ABOVE • HANDRAILS SHALL SE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR e�� IS" W X 5' H O.H. DOOR _77 oq r O FLIGHT WITH FOUR OR MORE RISERS. ❑P• - 0❑ ❑0 J ,c \ 0 .Y.67el-Y,69.67,ZJNC -_- ..®d,- .6®L I \ \ GUARDRAIL NOTES (4) HOLD DOWNS, (2) OPTIONS: I CC - HDU2 PER DETAIL'W' • ALL UNENCLOSED FLOORS, LANDINGS, BALCONIES OR - STHD14 PER DETAIL 'X' I o W PORCHES THAT ARE MORE THAN 30" ABOVE P GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARDRAIL THAT IS MIN. HEIGHT OF 36". 3'-0" 18'-0" 3'-0" 16-5" 6-1" FLOOR PLAN LEGEND E / / / / / / w • OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS SUCH THAT A 4" DIA. SPHERE CANNOT PASS 24'-0" 23-0" O THROUGH AT ANY POINT. / I / I / ,'; %/%%% 2 X 6 STUD WALL • GUARDRAILS SHALL BE ATTACHED TO THE 41'-0" STRUCTURE IN SUCH A MANNER TO WITHSTAND A / / 44/'22:22,%/ %/!/'% 2 X 4 STUD WALL SINGLE CONCENTRATED LOAD OF 200 LSS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. DRAWN BY JAD WOOD OR COMPOSITE DECK SCALE I/4° = I'-0' UNO 4 Q -0 0 JD JOB# 1217NC18-WORT CORRESPONDING NOTES DATE 02/17/2020 O RANGE HOOD EXHAUST FAN TO HAVE MIN. 100 CFM 1 PAVER DECK RATING REVISIONS WATER HEATER IS REQUIRED TO HAVE A VACUUM O RELIEF DEVICE AND TEMPERATURE EXHAUST FAN Structural 6/16/20 PRESSURE LOWER FLOOR PLAN RELIEF VALVE PER 2015 UPC 504.6 �Op� ,SD SMOKE DETECTOR GAS BOILER, COMBUSTION AIR. SHEATHE CEILING OFCD y SMOKE/CARBON MECHANICAL ROOM WITH 5/8" TYPE 'X' GWS 953 S.F. CONDITIONED LSD/GO MONOXIDE DETECTOR DIRECT-VENT FIREPLACE (VENTED UP). CONTRACTOR O TO CHECK WITH MANUFACTURER FOR FRAMING 133 S.F. UNCONDITIONED/UNHEATED (STORAGE) 630 S.F. GARAGE vv CIPOST REQUIREMENTS. 110 S.F. BACK DECK SOFFIT OR LINE OF BEAMA5 S.G. SAFETY GLASS SHEET 5 OF 13 r u m m 0 Q 4-r-e"/ SHEAR WALL LEGEND 4'-e" 19'-6 1/2" I 21'-5 1/2" I 2'-0„ PER SHEAR WALL TABLE ON SHEET Si jd •/ / ID des an al' e" 6' 9" la' a 1/z" PW = PRESCRIPTIVE SHEAR WALL, UNLESS NOTED OTHERWISE. 7/16" OSB OR 15/32" PLY ON / 2'-4 1/2"' / / / ONE SIDE OF WALL, UNBLOCKED, 8d NAILS AT 6" / / 9-3" / l'-11" / l'-a 1/2" / l'-e" / O.C. ALONG EDGES, 12" O.C. IN THE FIELD. HOLD JIM DUNLAP DOWNS ARE NOT REQUIRED. (360) 982-0535 JIM@JDDESIGNDRAFTING.COM SW4 = SHEAR WALL 4. 7/16" OSB OR 15/32" PLY ON ONE SIDE OF WALL, BLOCKED, WITH 8d NAILS AT ` I I 3" O.C. ALONG EDGES, 12" O.C. IN THE FIELD. HOLD ALL CLERESTORY EXTERIOR WALLS ARE ADEQUATELY BRACED BY DOWNS ARE REQUIRED. PRESCRIPTIVE SHEATHING, NO SPECIAL SHEAR WALLS OR HOLD-DOWNS SW8 - SHEAR WALL 8. 7/16" OSB OR 15/32" PLY REQUIRED. I.E. 7/16" OSB OR 15/32" PLY ON ONE SIDE OF WALL, ON BOTH SIDES OF WALL, BLOCKED, WITH 8d NAILS UNBLOCKED, 8d NAILS AT 6" O.C. ALONG EDGES, 12" O.C. IN THE FIELD \ \ -F -F —I —I— I / AT 4" O.C. ALONG EDGES, 12" O.C. IN THE FIELD. / HOLD DOWNS ARE REQUIRED. l SWO = SHEAR WALL 0. 7/16" OSB OR 15/32" PLY is'- '' ` ON ONE SIDE OF WALL, BLOCKED, WITH 8d NAILS AT / / 3" O.C. ALONG EDGES, 12" O.C. IN THE FIELD. HOLD 4'-te 1/2" 4'-1 1/2" 4'-1 1/2" 4'-10 1/2" DOWNS ARE NOT REQUIRED. • = HDU2 OR STHD14 HOLD DOWN PER DECK s DETAILS ON SHEET Si PW O O O ZO O 3614 PIG** 3614 PIG** 3614 PIC** PW Q \ /////;;;A////// ;;#77;0;7;7;,;;,j \ \ 5X5X1/4" HSS TUBE STEEL PW 5e46 DBL CSMT PW \ /) PW IN WALL CORNER PER ';;;;;�';;;�,;;;;;; ; ;; %;;;�;;;;:%; ;��;;;::%; ;�%;;� ;;�%; ; ; ,,;;;:%;;;%;;�;;;;;%;; j �, DETAIL 'A' ON SHEET S2 14' WIDE x 8' TALL FOLDING SWO a «�� — � C• BR I 3610 AWN S.G. DOOR SYSTEM PANTRY I o **HEIGHT OF WINDOWSN REF I cc �� pF WASH�� CONTRACTOR DISCRETION, m \ \ V '�, �� `' I a �P: �iL t� DEPENDENT ON EXACT HEIGHT U v \ / V �°�� J �/ - '� L �, 506a BYPASS CV OF ROOF TRUSSES BELOW. D \ � \ / \ � III m O Z � x � cv KITCHEN �� s V Q SHEATHING TO EXTEND UP III HI " 9' CEILING HT. / • 'wry L `4 l'-0" 3-6 I/2" al '01 DOUBLE STUD �' ONTO 10X5X3/8" HSS �V ICI ,� / co o�F�Fc 796 R�� �`�4 � MULLIONS (TYP.) / `� m SEE DETAIL A ON SHEET S1 \ �� PW ;m s`S�4NAL F'�G � A 0 IJJ � � II a �1� N Os \ O Q Z ISLAND O W 11 CONNECT CLERESTORY WALLS TO m \ z I 01 VA FA FA FA 5-1/2"X11-7/8" GLB BELOW WITH � s c z SUN ROOM I Q 1/4"X4-1/2" SDS SCREWS @ 16" O.C. v m p 9' CEILING HT. \ 0 • I (2) HOLD DOWNS, (2) OPTIONS: z v - I o1 W 5'-4 I/ ' 5'-11" SHEATHING TO EXTEND UP TO 2-0" 0 - HDU2 PER DETAIL 'Y' o DOWN THROUGH BOTTOM PLATE u �7 • / IF N v TOP OF 5-1/2"X11-7/8" GLB ABOVE. w - STHD14 PER DETAIL'Z' w CO 0 \ O 3 NAIL WITH GRID OF 8d AT 4" O.C. p N \ Q 2 X 6 \ \ m SHEATHING TO EXTEND UP ONTO 101134,70 f777�� _� i, m 5-1/2'X11-7/8" GLB HEADER re PW N. MIN (2) KING STUDS 0 .n "` 2 X SW8 " OD " 'm X _ SW8 = SHEATHE BOTH m J u 6' 3 t/z" 3'-1e" 1 4'-6" cs, SIDES OF WALL \ SWO / / „� HALF-WALL OR RAILING 3 Z AP s 2880 Q \ o O a PA LINE OF FIREPLACE BELOW -I m \ \ rier. ����� ������� o� 4 \ \ Fr, °/;;;;,; %; ;,%,;-;%;,X,;;,;?,;-;Or;;,;';;;;;"; 4 \ 3 OO 9 m cnI � . , m Q ,� N °� W D m DINING 0 -, LL IP LU U v `'� la' CEILING WI. VAULTED Z O 0 \ LU N �, \ 6 EAN m Q zo ZCI - WHOLE HOUSE s \ I m m 9�dID069G9`D�DG9��6®l9��G�lPL��G�IBY��G�LY��9 6 G E 'm PW r \ 1 LAUNDRY X 0 O D 0 m y�y 9' CEILING Ht. ,,FA AP co cv 0 5. 0 VA I1-2 S/4" • "� 3'-8 I/4" ® yy9gQyyy�t%yy4 DN O R 0 NO BALLOON FRAME WITH \ ArA y � ��� \ A Q 2X6 STUDS @ 16" O.C. m — — — — 'y� 'I / a o` — — — — `� "-' OK TO USE LVL STUDS Al0 \ \ 2a6a PKT All A10 .. w m /%G%%G%G%G7/G%G%L7/G%G%/,%L/%i%%7L/%/,L%7%/i/L/"7%/%lL%%%/ZlL/"%%/Z%,,,,, ,,q/7Zc�%%%7,yyyy AA, 2'-10 3/a"' l' 3 I/a" LSD/CO '� 5-e DIRECT VENT GAS FIREPLACE 0 < 1 O0 0 1 PW m `m z ?8e81 / / 9-I" / 1'-0" Q LU O O ,O M, , �� %%/A I % /� ,� , AI 1 y4 2 X 6 )r I N ~ Z N �D • 266a %�i�izi�,--' �� ;1;� N Q EL PW 3620 PIC 3620 PIC 3620 PIC PW U • B 2' 1 9 A \ mIN -co a N F -/' _ N 0ILI/ / / / / m GUEST ROOM 1-6 2'-6" uNTRY mI p .���,�`.��.�� I LIVING ROOM O LL - 9' CEILING HT. I 9 CEILING HT. Is'-e"' �a AO 14' CEILING HT. ; VAULTED PW / / \ 6 SHEATHING TO EXTEND UP TO O m ,� I BATH 2ir TOP OF 5-1/2"X11-7/8" GLB ABOVE. \ 0'm d ® ) ' CEILING HT. - m � CI N NAIL WITH GRID OF 8d AT 4 O.C. n. N\ n m V X EX.AN S ou1 Rfr3080 \ z CLERESTORY PW EGRESS 1 " O 4 m ti„� FLOOR PLAN PW 605e SL V PW 2040 CSMT S G. PW SWO L �y SCALE: I/4" = I' 0" O O CLERESTORY PLAN OF LIVING/DINING ROOM AREA er /////////,// ///m////////////x./////////xx////x. • \ ,, COVERED DECK l Z PW 3680 AWN 3680 AWN SW4 A ERPROOFED OVER 0 O W GARAGE SPACE BELOW I in a \ 11,\ 9y,1.BffilllEYE',d7/.5f 9��Y%!,d.Y,GB./O!,d�,�.®�� '9 Nil!,dArog \ \ 'CFI \ 10 0 0 ®O . ' STEEL PLATE ON TOP OF \ \ CC \ \ 11�����®®�� .ne i°° , WOOD FRAMED COLUMN 5" I-9" 5" GUARDRAIL TYPICAL AT (3) LOCATIONS O // SEE DETAIL '3' ON All 0 TYP. DIM. DN XX R 2'-l" GUARDRAIL/HANDRAIL AT -EXACT RISER NUMBER AND mml / / UPPER LEVEL STEPS TYP. - - CONF GURATION TO BE DETERMINED IN THE FIELD LL z O_ I_ Z 19'-s" 1 I'-9" 9'-3" I'-9 FLOOR PLAN LEGEND" 12'-5" E / / / / / / 0 I I LU Q 00 2 X 6 STUD WALL o 8'-1" 4"-6 1/2" 3'-e"' S'-I e" 10-6" I 3'-9"' 3'-9"' Q2 / / / / / / / / / / 0_ 12'-1 1/2" j, 2'-6 I'2" 5/-le" / / / DRAWN BY JAD 24'-e" 5'-e" la'-e" WOOD OR COMPOSITE DECK SCALE 1/4" - I'-0" UNO / I / / I / - CORRESPONDING NOTES I 4-r-e" I JD JOB# 1217NC18-WORT RANGE HOOD EXHAUST FAN TO HAVE MIN. 100 CFM / / DATE 02/17/2020 PAVER DECK O RATING REVISIONS WATER HEATER IS REQUIRED TO HAVE A VACUUM �• EXHAUST FAN 2 REUEF DEVICE AND TEMPERATURE ; PRESSURE U Q alQ �� Structural 6/16/20 REUEF VALVE PER 2015 UPC 504.E LSD SMOKE DETECTOR GAS BOILER, COMBUSTION AIR. SHEATHE CEILING OF • 3 ;:::: ::: : :EU :TRACTORD/CO SMOKE/CARBON �'p�� MAIN FLOOR PLAN MONOXIDE DETECTOR ® POST O TO CHECK WITH MANUFACTURER FOR FRAMING REQUIREMENTS. y SCALE: 1/4" = I'-0" SOFFIT OR LINE OF SEAM 1547 S.F. CONDITIONED A6 287 S.F. FRONT PORCH S.G. SAFETY GLASS 291 S.F. BACK DECK SHEET 6 OF 13 (A. IT) jd desi n ENERGY CODE NOTES • CONTRACTOR TO ADD ADDITIONAL FRAMING OR BLOCKING AS REQUIRED TO MEET CURRENT ENERGY CODE REQUIREMENTS. JIM DUNL P (360) 982-0535 JIM@JDDESIGNDRAFTING.COMg • AIR LEAKAGE. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST SETUJEEN STORIES TO BE CAULKED/SEALED. ALL HOLES IN BUILDING ENVELOPE ARE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING ; HVAC PENETRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS o i� o ARE TO BE CAULKED/SEALED WITH APPROVED SEALANT, OR HAVE FOAM GASKETS INSTALLED. ALL 4 /� RECESSED LIGHTS ARE TO BE IC RATED, AIR TIGHT ; / SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS it DOORS TO BE 4'-0"' 20"-0 O C. BRq SEALED/CAULKED. / I / I �F WAsh/�l O • ALL CEILING EXHAUST FAN DUCTING TO BE INSULATED 10'-0 I I , ° O AS PER CODE, TO HAVE AS FEW SENDS AS POSSIBLE, �� N AND TO TERMINATE AT THE EXTERIOR OF THE BUILDING. 5 > -�/ • INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO / l / O� 37964 Q w NOT COMPRESS. CUT TO FIT AROUND WIRES, PIPES i OUTLET BOXES. FSs�1 STERF�C�� /ONAL � • ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED I I HABITABLE SPACE TO HAVE SEALED JOINTS, CORNERS it BOOTS, AND INSULATED IN ACCORDANCE WITH WSEC \ I I \ 2015 EDITION SPECIFICATIONS C"'WSEC 2015'). I • A ONE PERM OR LESS VAPOR RETARDER (Is KRAFT PAPER, PVA PAINT, ETC.)IS TO BE INSTALLED ON THE WARM SIDE OF ALL INSULATION. m • ALL RECESSED LIGHT FIXTURES IN THE THERMAL -.4 -.4 ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND W SO LABELED, OR SEALED AROUND THE EXTERIOR IN AN O CI 1 APPROVED MANNER TO BE AIR TIGHT. 6010 SL DR 3050 PIC 3050 PIC0 • ALL WATER PIPES IN UNHEATED SPACES TO BE INSULATED IN ACCORDANCE WITH WSEC 2015. \ ` \ ` \ \ \�1 '',�,, '/"'' ��' • EXTERIOR DOORS TO BE ADJUSTED SO vA WEATHER-STRIPPING, THRESHOLD, it DOOR SWEEP AREFA W WORKING PROPERLY it SEAL WELL. 1 8' CEILING HT i' w Q• BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT z Z CONFORMANCE WITH MANUFACTURERS 0 Q ` o RECOMMENDATIONS FOR DENSITY COVERAGE. Cn PROVIDE VENT BAFFLES AS REQUIRED it INSULATE ` m s J Lu WEATHER-STRIP ATTIC ACCESS DOOR. O m OFFICE ,n O • PROVIDE MAKEUP AIR WITH FRESH AIR DUCTED VAULTED Q' . = W N DIRECTLY INTO THE RETURN AIR PLENUM OF THE m i I 6"-I'" 3"-l1/2"" 10'-31/2"" Z QCC FURNACE SYSTEM. INSULATE THE DUCT IN ACCORDANCE v w1 TO UJSEC 2015. PROVIDE DAMPER TO REGULATE \ / /Q \ J INCOMING FRESH AIR. O s O zZ• ALL GAS COMBUSTION APPLIANCES, EXCEPT STOVES it <n CLOTHES DRYERS, TO HAVE COMBUSTION AIR DUCTED - L _ - >- O >- DIRECTLY TO THEM. 1 m w Q O • ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY A FA r cn o MIN. 3 VERT. it 10' HORIZ. 2565 Q 4068 0 (.5 LL STORAGE 0 ra cv 0cr WHOLE-HOUSE ,,: ,,, 0 o MASTER ix VENTILATION m s /Co 1 CLOSET 1 r z ONE OF THE FOLLOWING METHODS WILL SE USED TO MEET m u z `^ -' c) THE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL m Q Q GORE (IMG)CHAPTER OF THE 2015 RC: m \ V 0 W%fifiA7%,/��y��AJZONT%' 2565 .i:=i:;..i z 0 ix W LLI � 2665 PKT ' I- 0 I- # (A). A SINGLE WHOLE HOUSE EXHAUST FAN, WHICH CAN SD / w Q O w PERFORM DOUBLE DUTY AS A ROOM SPOT FAN, IS - l'J - LLJ Q ix REQUIRED. FAN MUST SE CONTROLLED SY TIMER SET TO z Q OPERATE MIN. OF 8 HOURS PER DAY. THE CFM v Z ®J — mAI 0_ Cl) Q 0_ CAPACITY OF FAN MUST BE 0.25 W.G. AND HAVE MAX. e — — — — Q — — — IV SONE (NOISE)RATING OF 1.5. MIN. SIZE OF FAN MUST BE V �" "'`�' 5' CEILING HT. AT LOW PT. 0 105 CFM. rA C 0 it VAULTED THROUGHOUT nn (5). FRESH AIR WILL BE CIRCULATED BY THE CENTRAL m FORCED AIR FURNACE SYSTEM. FURNACE MUST HAVE -0 EX. / ei FRESH AIR INTAKE DUCT AND BLOWER MUST BE ` m04 0 FANVA ACTIVATED SY TIMER TO CIRCULATE DAILY. lJ O' 0 MASTER ,-0.,BEDROOM `o INSULATION VALUES % oi x � S Z WALLS s MASTER " $ 9 O X ° Q ABOVE GRADE BELOW GRADE N 0 ~ N — BATH a H m • R-21 R-21 \ EX. .41 ' cfAN co co Z CEILING `� ,) m FA N ��, Q' in FLAT VAULTED `^ EGRESS EGRESS 1 R 49 R 38 ;';; I / I Fx?W%/;;; I FLOOR 3036 SL 3650 CSMT 3650 PIC 3650 CSMT CRAWL SPACE* SLAB ON GRADE 0 0 0 0 R-30 R-I 0 I I— r _1 CC * R-30 INTENDED FOR USE WITH 9 1/2" I O I-JOISTS. IF II l/8"" I-JOISTS USED THEN I I R-38 INSULATION TO BE INSTALLED. LINE OF MAIN FLOOR 2' O -6 3/4" 3'-0 1/4"" 2'-11"" 3'-9"" 3'-9"" 3-9"" BELOW / / / / / / / 4'-3" 5'-l" 14'-2' Um CORRESPONDING NOTES / / / I / 24'-0" ICC I O RANGE HOOD EXHAUST FAN TO HAVE MIN. 100 CFM I / / Z RATING o W WATER HEATER IS REQUIRED TO HAVE A VACUUM 0 " " FLOOR PLAN LEGEND u d RELIEF DEVICE AND TEMPERATURE it PRESSURE 4U RELIEF VALVE PER 2015 UPC 504.6 �� w 0CIN 0 MGAS EG ANICAL COMBUST W TIHO5/SIRTYHEATHE CEILING OF %%%%%%%;%;',!%;'% 2 X 6 STUD WALL L Q DIRECT-VENT FIREPLACE (VENTED UP). CONTRACTOR0 v= '�'-= %'==%' =%' 2 X 4 STUD WALL TO CHECK WITH MANUFACTURER FOR FRAMING REQUIREMENTS. UPPER FLOOR PLAN DRAWN BY JAD O pjy WOOD OR COMPOSITE DECK SCALE I/4" = I'-O" UNO " JD JOB# 1217NC18-WORT 726 S.F. CONDITIONED — DATE 02/17/2020 196 S.F. BACK DECK PAVER DECK ALL UPPER FLOOR EXTERIOR WALLS ARE ADEQUATELY REVISIONS BRACED BY PRESCRIPTIVE SHEATHING, NO SPECIAL Structural 6/16/20 SHEAR WALLS OR HOLD-DOWNS REQUIRED. I.E. 7/16" I. EXHAUST FAN OSB OR 15/32" PLY ON ONE SIDE OF WALL, UNBLOCKED, 8d NAILS AT 6" 0.C. ALONG EDGES, 12" v D SMOKE DETECTOR 0.C. IN THE FIELD �$D/CO SMOKE/CARBON vv MONOXIDE DETECTOR ® POST SOFFIT OR LINE OF BEAM A7 S.G. SAFETY GLASS SHEET 7 OF 13 Al. CONNECT 6 X 6 PT POST TO 6 X 12 PT SEAM WITH GCQ66Z OR 1616HTPG OR SIMPSON BG4Z, OR ECCQ44, CONNECT 6 X 6 PT POST TO / OR (3)GRK 5/16" X 12" RSS HL55Z OR (3)GRK 5/16" X 16" 6 X 12 PT SEAM WITH RSS 4 .s,i EGGQ66Z OR 1616HLPC OR (TYP.)OR SIMILAR PER OWNER +� HL55Z OR (3)GRK 5/16" X 16" +la tk+Ix +Ix RSS jdesign e e� „ e� (12' 10")PT 6 X 12 I (I0'-I0")PT 6 X 12 I� m CONNECT 6 X 6 PT POST - - - - ► - - - - - • Q TO 6 X 12 PT BEAM WITHr T T I T T ril T I (360) 982-0535JIM EGGQ66Z OR I6I6HLPG +� ril _ - ] OR HL55Z OR (3)GRK II I I I I �� JIM@JDDESIGNDRAFTING.COM 5/16" X 16" RSS 1 Q 1 1 1 1 1 1 1 1 1 II �_ - � / STAIR LANDING: ✓� PT2X8DECK I X JOISTS Ca16'" X O.C.DECK DIAPHGRAM: X - I NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN IN 2 X 12 PT Ca 16"" O.C. WITH I �� SIMPSON HUC48Z HUNG DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. II I I 1 3/4 DECKING PER OWNER I I I I I I II I_ �I FROM DOUBLE STUD FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING SHEATHING TO EXTEND UP ' m TYPICAL FLOOR TO FLOOR REFER TO TRUSS DESIGN SPECIFICATIONS FROM ONTO 5-1/2"" X II-1/S" GLIB LEI(DELTEADiE' C R ONNEGTIO _ - TRUSS SUPPLY COMPANY. FOR FLOOR JOIST p CONNECTION PER DETAIL LAYOUT REFER TO JOIST DESIGN SPECIFICATIONS ABOVE. NAIL WITH GRID G" NO SHEET S DECK EDGER G NNEGTION 'N' ON SI PER D TAIL D' ON SHEET 52 C6' 6")4 X 10 DF2 I FROM FLOOR JOIST SUPPLIER. C. B / OF8DCa4" O.C. II I 1 I I I I O Rq (4"-0")4 X 12 PT HELD UP I I I I I I I I I I III u ' oF,wA s/i 7 17 i ,, <l N I A k�, S2 II 1 1 (8'-6") -1/2"IX 11-1 a'" GLi.B I ( 6")6 X 1 DFI HELD U� WIT4�1 SIMPSON I R 5-1 2" X p"' GLIB , i O� 37964 Q ��v II IIc '� IUS2.06/II.88 HANGER. C�ONNEET 1 I 4 .s:5_[ FS S GI STELE' , SIMPSON HUG410Z I 51c5XI/Jl HSSICOLUMN A OVE I /ONAL HANGER OFF END OF W TH (S)I/4" X 4-1/7" SD MAIN FLOOR DIAPHRAGM: I I I I I I I I I I I I 5-I/2" X II-1/S"' GLB II I I SCREWS. SEE DETAIL'A' ON 11-1/8"' TJI 210 @ 16" O.G. <OR EQUIVALENT II I I I-JOIST WITH 2-I/I6" FLANGE WIDTH AND 6 X 6 DFt POST I I tI-1/8" DEPTH)WITH 3/4"' SUBFLOOR, I I / I� q CONTINUOUS DOWN TO I I GLUED AND NAILED WITH aD Ca 6" O.G. SISTER IN PT 2 X 8 JOISTS TO STEM WALL BELOW. SEE ALONG EDGES, 12" O.G. IN THE FIELD AND �_I I I I I I I I I INSTALL 2 X 12 PT LEDGER ON SIDE USE AS FASTENERS FOR 2 X 6 DETAIL 'A' ON SHEET 52 II I I 1-1/2"' GYPCRETE TOPPING ON SUBFLOOR OF 12X3X1/4 HSS PER DETAIL 'B' RAFTERS. SEE DETAIL 'H' ON WELD END GONNEG 6 X D.F. OST TO 6 12 I AND HANG JOISTS OFF WITH SHEET S2 CAP ON HSS ¢' 1 SIMPSON LUS210Z OR EQUIVALENT 2 X 6 OUTLOOKERS Ca 24" O.G., PT SEAM WI H GCQ66Z OR I (TYP.) I I I I I + — ON EDGE PER DETAIL '0' ON 16I6HLPC OR HL 5Z O (3)GRK ID \ Z - - SI. DROP END TRUSS 5.5" FOR11,1 /16" X 16" RSS O SIMI AR PER I I I I I I I I I I I I I I WATERPROOFING II I I AROUND PENETRATION OUTLOOKER (TYP.) pW DER FARING WALL PER CONTRACTOR — —gip — Q91 - - - X z —I I I I 0 1 1 1 1 I 1 CI5'-3")5-/2" X 9" GLB HELD DOWN J I Q 4 - - Z u-l/ " so ID BLOCKI G p II I I I I I I I I I I I I I _. Q ry 0 0 ^ - II 1 1 RE UIRE AT BEAR! G -3 I wco — — I I I (S' 3")")4 X S DF2 W I 1 1 1 D I ui I I I I I I I I I I _ i Q Lu u u I I EARING WALL 1 1 BEARING W LL — r — _ I I I I I z (3' 6")4X8DFz II I I I I I I I I I I0 -- - o I I ] I 1 (20'-0")I X5>c4/8 H S I I w I I I I - I I I I I I I I DET1 ��Q� Et I I I I I I I I I I I >_ la I I I I I I I I I I I I It I I 1 1 �� m 5X5I/4 HS STEEL � IIII I I I COLMN LTED TOiARAME OPEING WITH I 10X X3/8 SS PER I I I - ---3 I/2 k II-l/a LVL ORLLI IDETAIL 'A"ION S� I I SIMPSON HL53Z HEAVY = II 1 1 1 1 GB o DOULE ��I I I I I I p I ANGLE WITH 1/2" DIA. X I µEL @ 24 O.0 I JO STS cq GALV. THROUGH I I TRU5SE5 W� - - — T T I I II - I I I - FRE-MANUF. rX M BOLTS. SEE DETAIL 'A' 07.17 I I I in I N I I I I I I ml I 4 I / I I I I MONO TRUSS TIIO WALL �ERI I I SHEATHING TO U) wLL 1 1 1 I (115 - cv DETAIL 'T" ON SI OR SIMIILAR Q 4 .. s _- . - _ EXTEND UP UNTO '� w0 I I I 1 1 1 1 1 II �I �� I I +�I I I I I1 PER TRUSS COMPANY w5-I/2 XII-l/8 GLB O wX II I 1 1 1 1 1 1 1 1 1 1 1 0 `0I CV UPPER FLOOR DIAPHRAG mABOVE. NAIL WITHz o BEARING "ILL n II-1/S"" TJI 210 Ca 16" O.C. (O EQUIVALENT Cla" 0"')5-I/2 X 11-1/8" G_B GRID OF SD Ca 4" O w — I I I I I I-JOIST WITH 2-I/16 FLANGE IDTH AND I I - - - - J - OG U U z 10 `: I I I I I I I 1 I I I I I —11-1/8" DEPTH)WITH 3/4" SU 'LOOK, 1 I i' 1 g Ct o I I I I I GLUED AND NAILED WITH 10 @ 6"' O.G. I = Jq t u) c� z :or-a I I ALONG EDGES, 12" O.G. IN T FIELD X MITERED POST WITH (2) ,(O' z0 a N U) X II l/S"' TJI 210 Ca 12" O.G. 0_ I (3- ") SIMPSON HL53 OR (6) L� U Q ) OR 11-1/S TJI 360 Ca 16" O.G. I I I ta BEARING WALL 4 X DF2 I I (3' ") II I 5/I6" X I6" LONG GRK Iw cii �I -1 I I I I I I REQUIRED FOR SPANS OVER 18'-6" 1 I I 1 I �— _E \ \ BEARING WALL - I 1 EARIING W LLII °� RSS OR SIMPSON O w Cii CC z w-01 � I I I I I I I I I I I I 14x8DFz I I - I � w QLL ,R I( m CCQRL66Z OR SIMILAR _i Q O w 161 SIMPSON r X PER OWNER > z w < O w FRAME LANDING WI H - 17 O z w J cp J HUG41 Z (TYP.) I I I/2'" X I1 l/8" LVL I L�-, I I III IX N x N Q X I OY' I I I I I I I I I I I I I I I II 1/S SOLID BLOCKING DOUBLE JOI T I I I 1 I I� �► I � II-1/ SO1rID BLOCKAG p O .. I `� I� I I I I REQUIRE AT �EARII�IG I 'm 1 1 REQIRED AT BEARING Q CI 1(24' 0")5 1/2" X 28-1/2" GLB PER DETAIL 'F' 11-1/a" GLB c:, I I " it- t I CO —• n n n n n n n n n n n 1 1 _ I I I I 1 I 0� � I I I I I I \ a I I I Ak CC POCKET SEAM IN WALL �J ? 11-1/8" TJI 210 Ca 12" O.G. 4217 W m z BEARING WALL PER DETAIL 'Q' ON SI, 1 Q \ I tK TYP. AT BOTH ENDS I I I I I I I I I I I I "' U ‘117 OR II 1/S"' TJI 360 Ca I6"' fp CL I SIMPSON GCQ66Z OR 1 1 r n \ O.G. REQUIRED FOR I I _to 1 1 SPANS OVER I S"-6" 1 16I6HTPC OR (2)HL53Z ORCL -I- 4X10PTDECKJOISTSca Ib" O.0 FOR CANTILEVER JOISTS I a 1 1 1 1 1 1 1 �� m (6)GRK 5/16'" X 16'" RSS LL W/ SLEEPERS FOR WITH DECK HUNG OFF RIM, m + 1 I I OR SIMILAR PER OWNER D O SLOPE 4 X 10 PT D CONNECT PER DETAIL 'H' I I I I I I I I I I I I i-I' k 1 � 1 1 ELK JOIST$ ca 16" oIG ON SHEET S2 X v @ � ' o. I I 1 ; ul 1 —— t — C2 "-0")5-/2' X 13-1/2" GL 'in I I I I I I I11_118I TJI FLOORI JOISTS f' ^ I Z CC 0 X IF n n 1 n �� n v t I I I t CC o I I SHEATHING EXTENDS UP co I I I I I I I 1 I I I I I 1 I I W UN ONTO 5-1/2" X 13-1/2" GLB. X SECTION 2 GETS WATERPROOF . ► SECTION 1 GETS 2' X 2' X 2" CONNECT WITH GRID OF SD MEMBRANE UNDER PEDESTALS THICK PAVERS TY GAL FLOG TO FLOOR NAILS Ca 4" O.C. SEE DETAIL '�n CO NECTION P R DETAIL (5 O L" ON SHEET SI TYP. AT UNDER 2' X 2' X 2" THICK PAVERS N" N SI I I 3 BOTH ENDST crl (, 3 )4 X 8 DF2 2X10 P.T. @ 16" O.C. ARE STRUCTURALLY I I I I I I I 1 I I I I I I I -)—_ � I O 2BALLOONSTUDS a 16"'Wo.C.4 Z ACCEPTABLE FOR DECK JOISTS WITH , �J 0� 0 2" CONCRETE PAVERS ON TOP. C6 3")4 X 10 DF2 (I"-S")4 x a DF2 `n),y SEE CALCULATION ON SHEET 37 OF THE \ \ ---� I I Q CALCULATION PACKAGE (2" CONCRETE IS i ROUGHLY EQUAL TO 30 PSF DEAD LOAD ) um Z Z_iu 1 1 1 WO 1 I MONO-TRUSS TO WALL PER N DETAI '5' ON I OR SIMILAR I I - - ce 2 r PER RUSS C MPANY 0 MAIN FLOOR FRAMING PLAN HEADERS OVER LOWER �Op I I WINDOWS (IF NEEDED) 0�y 0" I I 1 1 I I I I I I I I I I I I I I I z JUm �/ g 0 ZRU55E5 @ 24 (22"-10 )6X6XI 4 HSS 9-EEL TU E pRE 11ANUF. • (12"-4'") 6X6XI/4 HSS STEEL TUBE OR �_ OR 5"-/2 X 10 1/2" GLE I . 5,-1/2” x le-1/2' GLB I- 0 0 U N 0• , . . r TUBE STEEL BEAM I I ' o CD FLOOR FRAMING I - - w NOTES 4D2 LL IL • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER • FOR FLOOR SHEATHING USE 3/4" CDX OR OSB ATTIC VENTILATION e DRAWN BY JAD SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND STURDI-FLOOR T;G, GLUE AND NAIL W/ RING SHANK FLOOR & ROOF POST TO SEAM PER DETAILS CONDITIONS IN THE FIELD. aD'S Ca 6 EDGES 12"' IN FIELD U.N.O. FACE GRAIN ATTIC VENTILATION REQUIRED. REFER TO IRC R806.1 FRAMING LEGEND GEEL AND JD JOB# 121 I' 0" UNO • ENGINEERING SPECIFICATIONS, NOTES AND PERPENDICULAR TO SUPPORTS. AND R806.2. LB CONNECTIONS -.47NC18-WORT DRAWINGS ACCOMPANIED WITH PLANS TO • PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR PROVIDE MIN. 1/150 OF ATTIC AREA, OR 1/300 IF HALF IS RESPECTIVELY TYPICAL AT SUPERCEDE ALL INFORMATION ON ARCHITECTURAL BEARING LOCATIONS WHERE THERE IS A LOAD AT EAVE AND REMAINDER AT MIN. 3' ABOVE PLATE (6)LOCATIONS DATE 02/17/2020 DRAWINGS. FOR ANY DISCREPANCIES BETWEEN BEARING WALL ABOVE. ENGINEERING AND ARCHITECTURAL DRAWINGS LINE. OPENINGS TO BE COVERED WITH 1/8" CORROSION BEAM/HEADER • ALL EXTERIOR WALLS ASSUMED TO BE BEARING. RESISTANT METAL MESH OR EQUAL. EAVE OR CORNICE REFER TO ENGINEERING. REVISIONS • REFER TO FLOOR FRAMING PLAN FROM FLOOR • ALL SEAMS AND HEADERS TO BE 4 X a D.F. *2 VENT SHALL NOT BE BLOCKED. MAINTAIN MIN. 1" AIR OUTLINE OF WALLS BENEATH Structural 6/16/20 SPACE BETWEEN INSULATION VENT.ON AND ROOF SHEATHING AT UPPER FLOOR FRAMING & U.N.O. THE LOCATION OF THE JOIST MANUFACTURER/SUPPLIER. FLOOR JOISTLINE OF ROOF MANUFACTURER/SUPPLIER SHALL PROVIDE AND • JOIST HANGERS ; CONNECTIONS TO BE 'SIMPSON' FOR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS SUBMIT ENGINEERED DPROV L THEBUILDING U.N.O. OUTLINE OF SUPPORTED FLOOR LOWER ROOF FRAMING PLAN DEPARTMENT FOR APPROVAL PRIOR TO BLOCKING, WITH (3)1 1/2" DIA. HOLES AND MESH SCREEN • ALL CONNECTORS AND FASTENERS IN CONTACT WITH COVERING THE HOLES, BETWEEN EACH TRUSS. BEARING WALL FABRICATION AND INSTALLATION. PRESSURE TREATED WOOD SHALL BE HOT DIPPED ��j • PROVIDE TEMPORARY BRACING AS REQUIRED GALVANIZED OR EQUIVALENT PROTECTION. FOR CLOSED EAVE SOFFIT USE CONTINUOUS SOFFIT ,-, JOIST OR BEAM HANGERI' O" UNTIL ALL PERMANENT CONNECTIONS AND VENTING. STIFFENERS HAVE BEEN INSTALLED. 0 POST A8 • PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS. SHEET 8 OF 13 PRE-MANUF. PARALLEL CHORD jd des ig n TRUSSES ca 24" O.C. INSULATION BAFFLE/PANEL W/ 1"" MIN. AIR SPACE 1/2" CDX NAILED WITH 8d AT 6" O.C. ALONG EDGES, 12" O.C. IN THE FIELD LAP STANDING SEAM METAL ROOF JIM DU 82-0 (360) 982-0535 BOX OUT SOFFIT AS NEEDED JIM@JDDESIGNDRAFTING.COM TO FORM THICKER EAVE DRIP FLASHING 12 1 CONT. METAL GUTTER: OUTWARDLY . — SLOPING 'FASCIA' STYLE \ ).................... .. U m a \_ I I N / LINE OF LOWER ROOF Ip I Q Q C. BRA 2 X 12 OR 5/4 X 12 FASCIA BOARD — _� 1 / , 1OF yyASh�Q O PRE-FINISHED STANDING SEAM - 1 O PANEL46 a A9 N /, '' ' / R-3S INSULATION MIN. I 7 OFS F� STt.0- c����cv O CONT. SOFFIT VENT I S/ONAL F 1/2"" GWB IX TAG PINE OR CEDAR DECKING — — —r_ SIMPSON H1 OR SDWC15600 SCREW I (6'-3")4X8 D.F.2 I I I (6'-6")4X8 D.F.2 I REQUIRED AT EVERY TRUSS (TYP.) I 2 X 6 FRAMING W/ R-21 INSULATION 1/16" CDX OR OSB SHEATHING 1/2" GWB I I I I I I I I I I 1 I THIS ROOF IS OVER GREAT SIDING PER ELEVATIONS ROOM AT MAIN LEVEL AT 14'-1" \/\-- I I 2X6 OUTLOOKERS @ 24" O.C., PLATE HEIGHT. THIS DEPICTS o ^ p ON EDGE PER DETAIL 'O' ON S1. THE CLERESTORY/TRANSOMDJ — — —�X — — .X�—— — DROP END TRUSS 5.5" FOR WINDOWS THROUGHOUT. I r I I I I I I I I I I OUTLOOKER (TYP.) v TYP. TRUSS/EAVE DETAIL I p I / I ALL WINDOW HEADERS 0 SCALE: 3/4" = I'-0" T ..... w I I I AT UPPER FLOOR AND W I I I I E" I I I I Ijj CLERESTORY TO HAVE Q ] r I ( 1 — 1 I I — j MIN (2) KING AND (1)JACK zow (12'-0")4X8 D.F.2 I o cn 1Cn I I I 1IJ I I I I I I — o SIMPSON H1 OR SDWC15600 SCREW J DJ I I REQUIRED AT EVERY TRUSS (TYP.) INSULATION BAFFLE W/ I" MIN. PRE-MANUF. STANDARD TRUSSES h SEE TYPICAL WALL TO ROOF — , aCC AIR SPACE W/ HEEL a 24" O.C. J CONNECTION DETAIL 'R' ON SHEET S1 1/2" CDX NAILED WITH 8d AT 6" O.C. I I I I ALL UPPER FLOOR INTERIOR i co o HEEL TO MATCH HEIGHT OF VAULTED ALONG EDGES, 12" O.C. IN THE FIELD— — — — cy WALLS ARE NOT LOAD BEARING — _ _ _ — _ X z Z CHORD TRUSSES STANDING SEAM METAL ROOF I d i . I 1 0 BOX OUT SOFFIT AS NEEDED co A9 -S I TO FORM THICKER EAVE I t I I I I 1— I I I I I — S5 O DRIP FLASHING 120I 1 I N to' <II2L ci o 0 CONT. METAL GUTTER: OUTWARDLY �� z Z O O SLOPING 'FASCIA' STYLE 1 _ _ I I I I I I I I I tl N _ _ — IT ® -- co ry 00 ® I - - - — — — — — — 1 u_ W _ � � 'n i 1— C 112 SLOPE co X O I = N 2 X 12 OR 5/4 X 12 FASCIA BOARD _— Y IP I I I I I p I @ 241 O. — — — —Q - — X 0 PRE FINISHED STANDING SEAM 1 PRE"MANUF GHOR TRUSSES I I — — — O — — Oy iflCC Q ii No �. WWII' WWWW� 1 CO 1 N- z w W PANEL 0 1 O 0 I- % ii: Lti U QO W 2-0„ ---- I I I I I I I I I I - -- - — — — Z — — ill o w 0 rr H z < R-49 INSULATION I /\ W x N Q CONT. SOFFIT VENT Q 1/2" GLUESN p — — — 1X T;G PINE OR CEDAR DECKING I I I I I W I I I I I CO I N SIMPSON H1 OR SDWC15600 SCREW — I p 0 X I I o REQUIRED AT EVERY TRUSS (TYP.) I IX I — -' Mcs, — — — — — - — X 2 X 6 FRAMING W/ R-21 INSULATION T M Er) T lif 2 1/16" CDX OR OSB SHEATHING I I I I I I I I I I ZI/2" GWB N _ _ _ _ _ _ `� i SIDING PER ELEVATIONS ` I n 4 _ 1 _ coLry1 (3'-3")4X8 D.F.2 (11'-3")4X8 D.F.2 y I I I I I I I I I I I — — — a 7 `) 1 m I I I I 1 1 � _ I � U _ V TRUSS/EAVE DETAIL I I I i I 111 -3 4X8 D.F.2 • z ( ) m Z SCALE: 3/4" = I' 0" I I "� 2'-0"" 2X8 D.F.2 EXTENDED TOP2 , \ CHORD BUILT INTO TRUSS. TYP. OVERHANGS MAX CANTILEVER IS 4'-0" / 2-0 / 2X D.F.2 FASICA, SCREW TO EACH U q LINE OF LOWER ROOF WI q TOP CHORD WITH (2)#14X3-1/2" N WOOD SCREWS OR(2) 16d SINKERS / re LLJ PRE-MANUF. PARALLEL CHORD TRUSSES Ca 24" O.C. 1/2" CDX NAILED WITH 8d AT 6" O.C. IL Q ALONG EDGES, 12" O.C. IN THE FIELD 0 STANDING SEAM METAL ROOF BOX OUT SOFFIT AS NEEDED O W TO FORM THICKER EAVE UPPER ROOF FRAMING PLAN Q DRIP FLASHING 12 CD SCALE: 1/4" = 1'-0" CONT. METAL GUTTER: OUTWARDLY SLOPING 'FASCIA' STYLE ‘ ZO CC (115 LIU Z 1 a 0 2 X 12 OR 5/4 X 12 FASCIA BOARD ROOF FRAMING LEGEND E a 5 LU PRE-FINISHED STANDING SEAM / _� PANEL �� a_ — TRUSS 2 0 ir TRUSS NOTES ATTIC VENTILATION — BEAM/HEADER DRAWN BY JAD CONT. SOFFIT VENT • TRUSS MANUFACTURER SHALL PROVIDE DESIGN ATTIC VENTILATION REQUIRED. REFER TO IRC RS06.1 OUTLINE OF WALLS BENEATH SCALE 1/4" = 1'-0" UNO IX T$G PINE OR CEDAR DECKING DETAILS AND ENGINEERING FOR ALL TRUSSES. COPY AND RS06.2. LINE OF ROOF JD JOB# 1217NCI8-WORT IX T;G PINE OR CEDAR DECKING TO BE AVAILABLE ON SITE FOR FRAMING PROVIDE MIN. 1/150 OF ATTIC AREA, OR 1/300 IF HALF IS HURRICANE TIE @ EA. TRUSS INSPECTIONS. AT EAVE AND REMAINDER AT MIN. 3' ABOVE PLATE OUTLOOKERS DATE 01/27/2020 • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S LINE. OPENINGS TO BE COVERED WITH I/8" CORROSION MULTI-STUD POST 6X6X1/4 HSS TUBE WITH 2X PLATE SCREWED TO TOP STAMP. RESISTANT METAL MESH OR EQUAL. EAVE OR CORNICE REVISIONS FOR TRUSS ATTACHMENT. USE 2-3/8" LONG SIMPSON TB • ALL TRUSSES SHALL BE STORED, INSTALLED ; VENT SHALL NOT BE BLOCKED. MAINTAIN MIN. 1" AIR WOOD-TO-STEEL SCREWS @ 12" SPACE BETWEEN INSULATION AND ROOF SHEATHING AT Structural 6/16/20 O.C. OR EQUIVALENT. BRACED PER MANUFACTURER'S SPECIFICATIONS. THE LOCATION THE VENT. OK TO USE 5-1/2"X10-1/2" GLB IN LIEU OF 6X6X1/4 HSS • TRUSSES SHALL NOT BE ALTERED IN THE FIELD FOR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL TRUSS/EAVE DETAIL AND/OR APPROVED ENGINEERING CALCULATIONS BLOCKING, WITH (3)1 1/2"' DIA. HOLES AND MESH SCREEN PROVIDED BY THE TRUSS MANUFACTURER. COVERING THE HOLES, BETWEEN EACH TRUSS. NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN IN FOR CLOSED EAVE SOFFIT USE CONTINUOUS SOFFIT DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. SCALE: 3/4" I' O" • ROOF TRUSSES TO BE SHEATHED WITH l/16° CDX OR VENTING. FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING OSB SHEATHING WITH I5# FELT OR BETTER. USE REFER TO TRUSS DESIGN ; SPECIFICATIONS FROM PLYWOOD SHEATHING ON ALL SOFFITED AREAS. TRUSS SUPPLY COMPANY. FOR FLOOR JOIST • PROVIDE ROOF CROSS VENTILATION FOR EACH LAYOUT REFER TO JOIST DESIGN ; SPECIFICATIONS A9 SEPARATE SPACE WHERE APPLICABLE.. FROM FLOOR JOIST SUPPLIER. SHEET 9 OF 13 A. PRE-MANUF. CHORD TRUSSES Cd 24" O.G. OR PER TRUSS MANUF. PLAN a �\ d ? Y PRE-MANUF. CHORD TRUSSES @ 24"" llS%I 2X6 OUTLOOKERS @ 24" O.C., ON EDGE O.G. OR PER TRUSS MANUF. PLAN 2 PER DETAIL 'O' ON S1. DROP END TRUSS 5.5" FOR OUTLOOKER (TYP.) R-38 MIN. INSULATION >, $ d des ign TOP OF PLATE f 12 R-38 MIN. INSULATION / I - SIMPSON H1 OR SDWC15600 SCREW JIM DUNLAP -' - _ REQUIRED AT EVERY TRUSS (TYP.) (360) 982-0535 MASTER SEETO ROOF TYPICAL WALL R F JIM@JDDESIGNDRAFTING.COM BEDROOM " CONNECTION DETAIL 'R' ON SHEET S1 ,i _`���� TOP OF PLATE LIVING/DINING '� mel SUBFLOOR (NO GYPCRETE > I TOP OF CLERESTORY WINDOWS AT UPPER LEVEL) ,- TOP CHORD OF TRUSS TO STUD WALL WITH 1/4"X4-1/2" STAIRWELL SDS SCREWS INTO EACH STUD TOP OF SUBFLOOR• _z< 1/4"X4-1/2" SDS od ,,<, 47, k I I I I I I I ili SCREWS @ 16" O.C. C. BR TOP OF PLATE TYP. of WAsygoei O ct- CO LIVING ROOM /` o s 64 �`" HALL R-21 INSULATION FSSFG i sTE����`� CO ' _I ' TONAL E R-21 INSULATION GYPCRETE SLAB - \ \ TOP OF GYPCRETE SLAB 440" _ - TOP OF GYPCRETE SLAB V,V VVI/VV�!VV VI' r ,'\'\,F IA A�`f `f`,!1` N VVY1VV/ VV V I I I I I I I I I I I I I I I ;o TOP OF PLATE i, �' TOP OF PLATE - - q W TYPICAL FLOOR TO FLOOR CONNECTION :- - ��/ 0 PER DEETAIL 'N' ON Si R 38 INSULATION — LINE OF NATURAL GRADE Z Y i LINE OF RE-GRADE UNDER STAIR HALL BEDROOM 3 ' la' -01 GARAGE STORAGE w i iCI CONCRETE SLAB R 21 INSULATION CONCRETE SLAB i w RETAINING WALL AS NEEDED 0 ��' R-21 INSULATION Lu > Cn J TOP OF SLAB 429.85" - 4 e - - - TOP OF SLAB Q I IO 2 `\'fie c� Z - _' /11 R 10 INSULATION PERIMETER R 10 INSULATION o — f I 0 0 cn 0 Ci W 0 BUILDING SECTION A - A , Zcr ~ U , z SCALE: I/4" = I' 0" U O o 0 N z O o c N U V) Qro CCcii � No HIGH POINT OF ROOF 0 N z LL 0 - - - R 38 MIN. INSULATION L.) 0 O J 12 ur QOU w 1ce O Lu z < z 0 CQ < -------------- -------------- AIIIIIIIIII PRE-MANUF. CHORD TRUSSES (a 24 =______-- ------------- O.C. OR PER TRUSS MANUF. PLAN BOX IN TO 12" FASCIA I I N " R-49INSULATION 4♦♦4' 4♦ ' 4♦ 1/4♦�♦�♦4161‘♦ ♦\4♦ 1/4� ♦♦ 4%14♦ 1/41 1 1 ♦ ♦41444♦ ♦.6♦ ♦ ♦ ♦ i TRUSSES WITH HEEL TO MATCH TOP OF PLATE LIVING/DINING , HEIGHT OF CHORD TRUSSES Q TOP OF CLERESTORY WINDOWS rI! 2X6 OUTLOOKERS @ 24" O.C., ON EDGE !I TOP OF CLERESTORY WINDOWS \ I - PER DETAIL '0' ON S1. DROP END o CLERESTORY LEVEL - TRUSS 5.5" FOR OUTLOOKER (TYP.) m Cn ---------------------------------------- TOP OF WINDOWS LIVING ROOM ---------- MONO TRUSS TO WALL ! TOP OF PLATE/BEAM @ENTRY C PER DETAIL'T' ON S1 i .♦♦.�.♦♦♦♦♦�..�:+�♦.♦ ♦:;:'r -J Z TOP OF PLATE kii 0 i v 1 _� LIVING ROOM DINING j,m in li) KITCHEN-01 (I) m 7 R-21 INSULATION i W LINE OF NATURAL GRADEI I GYPCRETE SLAB LINE OF RE-GRADE I: Cn r il ------ LI TOP OF GsYP-CRETC--3LAB-44EL-- -_ -- TOP OF GYPCRETE SLAB Z PROP. LINE 1 I ��� ��� �� �� 'a1 TOP OF PLATE z03 I O \ Li/ E 8 co 1II —S OAGE BEDROOM 3 BATH 3 BEDROOM 2di R-38 INSULATION � Ca MECHIC ANAL U1 LL UNFINISHED CONCRETE SLAB R-30 INSULATION IF 9.5 JOISTS EXACT FOOTING SIZES NOT NECESSARILY ' R 38 INSULATION IF 11.9 JOISTS - DEPICTED. FOR EXACT FOOTING SIZES REFER DRAWN BY JAD TO ENGINEERING TABLE ON PAGE S1 (TYP.) ��� GYPCRETE SLAB SCALE I/4° - I' 0' UNO l \\\ AVERAGE GRADE Ca HOUSE: 429.6" \ - - ,� TOP OF SLAB JD JOB# 2 7NC18 WORT I. DATE 02/17/2020 / --__- FILL TO BE UTILIZED TO REVISIONS R-10 RIGID INSULATION --___ —CRAWL SPACE IIP7' BRING GRADE UP Structural 6/16/20 LEDGER PER ENGINEERING \ ------------___ 1--I O LINE OF RE-GRADE —_ _ LINE OF NATURAL GRADE BUILDING SECTION B - B Al----------- A10 --- __ ____ SCALE: I/4" = 1'-0" __ I SHEET 10 OF 13 A. 5/4 OR 2 X 12 FASCIA LU/ I X 4 PRE-MANUF. CHOW TRUSSES Ca 24" OVERLAY (SUGGESTED) O.C. OR PER TRUSS MANUF. PLAN HIGH POINT OF ROOF\ 12 \r„.”.TR-38 MIN. INSULATION j d desi n \ TOP PLATE HIGH END - 1 g � . JIM DUNLAP EXACT TOP PLATE HEIGHT J 8 _ �� �� � � �� � (360) 982-0535 DEPENDENT ON TRUSS CONSTRUCTION - TOP OF PLATE LOUD END \ JIM@JDDESIGNDRAFTING.COM ^ 1 .. MONO-TRUSS TO WALL R 21 INSULATION m CONNECTION PER DETAIL 'S' MASTER OPENTE GUARDRAILS UA DRTE R LS SHALL S SUCH HAVE 4) BEDROOM HALL OFFICE A 4 DIA. SPHERE CANNOT PASS PRE-MANUF. CHORD TRUSSES @ 24" - THROUGH AT ANY POINT `T O.G. OR PER TRUSS MANUF. PLAN i0 SUBFLOOR (NO GYPCRETE AT UPPER LEVEL) - 4 C. BR jr �F WASy��lO\ TOP OF SUBFLOOR - - Q n TOP OF SUBFLOOR \ �� OI NTOP OF PLATE/BEAM A ENTRY 1 _ 7. <711 TOP OF PLATE a 1 CO CONNECT POST TO BEAM PER DETAIL oip 37964 O ,' 'E' OR'G' FOR 6X6X1/4 HSS OR TYP. FLOOR 25'-0" 10X5X3/8 HSS es Fc/STE�F c' 5-1/2"X10-1/2" GLB. RESPECTIVELY TO FLOOR ,� SEE DETAIL'A' ON Si 6-e" CANTILEVERED DECK PER S/ONAL E� CONNECTION / ENGINEERING ,M 4 X 10 PT JOISTS W/ PT 2X PER DETAIL 'N' SLEEPERS SLOPED AT 1/8" - GUEST ROOM GUEST - SLIDING DOOR SYSTEM TBD BY ,7 1/4" PER FOOT, PEDESTAL ; CLOSET ROOM HALL SUN ROOM HOMEOWNER CONTRACTOR m PAVERS ON TOP I I (ENTRY)L!'`7= GYPCRETE SLAB a `" la TOP OF GYPCRETE SLAB: 44e' 1 111111k / _ TOP OF GYP-CRETE SLAB T 1� 0 1��',, ,.,�, } � .�, ._,� ._,� ._,�:_,_,� .__< ,4 TOP OF \ Al � , Z la 2X10 P.T. BLOCKING R 38 INSULATION �� w 5/8 TYPE 'X GWB LID GARAGE z CI (24'-0") 5-1/2"X28-1/2" GLB . R 21 INsuLAtloN o PROP. UNE SEE DETAIL 'F' ON SHEET S1 REC ROOM ' w Cn GARAGE T Et CC LINE OF NATURAL GRADE CONCRETE SLAB R 21 INSULATION R 3e INSULATION IF 9.5 JOISTS R-38 INSULATION IF 11.9 JOISTS a Q LINE OF RE-GRADE Lu APPROX. GYPCRETE SLAB DRIVEWAY SLOPE z_ _� I Z AVERAGE GRADE 0 HOUSE: 429.6' \ \ - I i , . r\/- 1A L 0 < O TOP OF SLAB ERA E RA E E LJ\ z 0 FILL TO BE UTILIZED TO O I I'` --- / BRING GRADE UP ro Q TRENCH DRAIN RECOMMENDED I ---- R-1 a RIGID INSULATION @ �i\ LINE OF RE-GRADE 0 LI w ------ PERIMETER IN GARAGE z o ---- CRAWL SPACE Z —— _ LINE OF NATURAL GRADE , 0 EXACT FOOTING SIZES NOT NECESSARILY —————__ U Z U z DEPICTED. FOR EXACT FOOTING SIZES REFER —--———— ____ 0 TO ENGINEERING TABLE ON PAGES2(TYP.) ———————— __ I 1 -' J L —UO —I----4- o,) ( c2 3/4" PLYWOOD OR z O o 1 # OSB SUBFLOOR c� o 12E _1 BUILDING SECTION C - C � zQ � Q � BEAM PER PLAN SCALE: 1/4" = 1'-0" JOIST PER PLAN L FIRE BLOCKING L PLYWOOD HANGERBOARD - FASTENED TO CARRIAGES TO HEADER (3)2 X 12 STRINGERS 06 5/8" TYPE ""X" GYP. BOARD ON ALL SURFACES OF USABLE Cn SPACE UNDER STAIRS Z O STAIRS AT LANDING 1'-0" / j". 0 HSS6X6X1/4 TUBE STEEL OR 5-1/2"X10-1/2" GLB 0 CONNECT POST TO BEAM PER PER OWNER DETAIL 'E' OR'G' FOR 6X6X1/4 HSS OR W SEE STAIR NOTES ON 5-1/2"X10-1/2" GLB. RESPECTIVELY W Cn PAGE A6 FOR STAIR AND HANDRAIL NOTES 2" THICK PAVERS �• LI STAIR NOSING 3/4" - 1 1/4"" TUBE STEEL POSTS 6X6X1/4 PEDESTAL _ -/ PER IRC R311.1.5.3 OP OF HANDRAIL \ 3/4' TAG PT PLYWOOD • CONNECT TUBE STEEL POSTS TO �• J 0 FSTEEL ILLET WELD ORTEQU V.CONTINUOUS 2X PT SLEEPERS O ORIPPED PROR .: 0 DECORATIVE GAP w PER CONTRACTOR 4 X 1 e PT JOISTS � = 2" X I" X 3/8 THICK STEEL PLATE �. Z 2'-1'" LONG 3-1/2" XIS'" GLB, CONNECTED TO 2'-9"" LONG 3-1/2'" �. N � EXTEND TO TOP � USED AS COLUMN GAP XIS"' GLB BELOW WITH (8)I/4"' X DRIP FLASHING . p ' BOTTOM RISER m ;q 3" LONG SIMPSON SDS SCREWS w Q 1111 RETURN TO WALL '� � Q 5/8" TYPE ""X" GYP. BOARD a z SEE STEEL BASE PLATE CONT. METAL GUTTER ON ALL SURFACES OF USABLE z DETAIL 'DP' ON SHEET S2 OUTWARDLY SLOPING SPACE UNDER STAIRS Q FASCIA" STYLE z d - ------ - Q 1 1/2" THICK GYPCRETE SLAB "" F �� COLUMN SUPPORT IS TO BE BUILT SIMILARLY TO A /� DRAWN BY JAD N - J <G TYPICAL BEARING WALL WITH 2 X 6 STUDS @ 16" O.C. » 3/4"' TAG PT PLYWOOD C3)2 X 12 STRINGERS SHEATHED ON OUTER EDGES WITH 1/2" GDX, N SCALE /4° = I' O" UNO \ \ I/2 GDX BLOCKED, WITH 8D NAILS P 3" O.G. ON EDGES, 12 JD JOB# 2 7NC18 WORT SUBFLOOR ` w v X O.C. IN THE FIELD. STUDS ARE CONTINUOUS FROM SILL — `n `i1 Q CULTURED STONE VENEER PLATE TO TOP PLATE. SILL PLATE IS CONNECTED TO DATE 02/17/2020 JOISTS PER PLAN V r REINFORCED SLAB BELOW WITH 5/8 X le ANCHOR FIREBLOCKING AT TOP AND BOTTOM ACROSS \ BOLTS, MIN. (2)PER SILL. SOFFIT BOARD OR T$G DECKING 5/8"' TYPE "X GWB REVISIONS STRINGER B/W STUDS 2X THRUST BLOCK LEDGER/HANGER PER Structural 6/16/20 '` ENGINEERING a as _a SEE DETAIL 'F' ON SHEET S1 2'-1" / STAIRS AT FLOOR POST & BEAM DETAIL 4 POST & BEAM DETAIL Al 1 SCALE: 3/4" = I' 0" SCALE: 3/4" = 1'-0" SCALE: 3/4." = 1'-0" SHEET II OF 13 r IX TirG DECKING TYP. ID d design j TOP OF PLATE 12 JIM DUNLAP TOP OF WINDOWS — 1 I (360) 982-0535 JIM@JDDESIGNDRAFTING.COM E ,\zOF 0 OH V TOP OF PLATE LIVING/DINING °D FIBER CEMENT HORIZONTAL 1 N V r LAP SIDING W/ 6 REVEAL N i TOP OF CLERESTORY WINDOWS - - - - - - - - N / STANDING SEAM METAL ROOF OD OD OD TOP OF SUBFLOOR — — — — — — — _ — — — — TOP OF WINDOWS LIVING ROOM TOP OF PLATE TYP. TOP OF WINDOWS _ — — — — — --- — — — — I — FIBER CEMENT PANELS W/ Mk \ / REVEALS All \ - r LINE OF NATURAL GRADE v 6 X 6 TUBE STEEL POSTS TYP. _ O O, 0 0 :I / / _ `A .:4)_\ I 1 I C ❑ / -- N /---- / LINE OF RE-GRADE / � . m t I ( I N �� in ` ` \\ 7 1 '� /�/ /TOP OF GYPCRETE SLAB' 440' — — _ \ = TOP OF GYPCRETE SLAB IJJTOP OF PLATE ° ' ( ` k_i_ i —— l0 C —i i CULTURED STONE VENEER = = ''r a CI CI I W w __,c_i - U Q i iir - z 6, w �� p �„ /ice CO (o Lu CI CI IJJ �JC oc --- QIE i.IMMO Li_ TOP OF SLAB /-- �� _Iw -- CD c >- o O lim co NORTHWEST ELEVATION 0 (17 a_ w Z CI SCALE: I/4" = 1'-0" O Z ct o zz CC v) cv Z Z L _ LC) O IMM Os c\I U — Q 6 No Lu HIGH POINT OF ROOF** Z co (/) 12 O o # U 0 CE J **NOTE: EXACT HEIGHT DEPENDENT ON REQUIRED I u Q THICKNESS OF CHORD TRUSSES. 1"-8" CUSHION TO O MAX. HT. RESTRICTION ALLOWS LEEWAY. a_ N Q a_ 4"-0" TOP OF PLATE I I I I I 2-e I I I I 1 O O / / 1 1 FIBER CEMENT HORIZONTAL LAP SIDING W/ 6" REVEAL TOP OF PLATE LIVING/DINING u '— � TOP OF CLERESTORY WINDOWS 10 2"-0" / / O O O O O O :� CABLE RAILING TYP. IJJ TOP OF WINDOWS LIVING ROOM _ _ _ TOP OF SUBFLOOR TOP OF PLATE/BEAM A ENTRY - I - - TOP OF PLATE I 2"-0" - / di + i FIBER CEMENT PANELS W/ REVEALS ,7 'v IS) CANTILEVERED DECK CC 6 X 6 TUBE STEEL POSTS TYP. „) 0 O O FIBER CEMENT HORIZONTAL Its) STEP DESIGN f MATERIAL TBD BY LAP SIDING W/ 4" REVEAL 0 i CONTRACTOR ( HOMEOWNER ` i -01 LINE OF NATURAL GRADE LINE OF RE GRADE \ l 1 -4-1_._ / \ / \ \ N Po TOP OF GYPCRETE SLAB: 440' --- ` TOP OF GYPCRETE SLAB 0 - TOP OF PLATE —r mir .'"4°1 0 J \ U wCO \ — 0 p s 7 w W oa LINE OF STEPS ir WALKWAY BEHIND \s,su. ,.s-, DRAWN BY JAD \\ TOP OF SUBFLOOR/SLAB SCALE /L' = I' 0' LINO AVERAGE GRADE fa HOUSE: 429.6" � I JD JOB# 1217NCI8 WORT \..,--... DATE 02/17/2020 r- REVISIONS ---,,, I LINE OF RE-GRADE I I I I ----____ Structural 6/16/20 -1-1 -i \....,„ LINE OF NATURAL GRADE I .,4, rJ `i SOUTHWEST ELEVATION .......... ----- _______ _ Al 2 SCALE: 1/4" = 1'-0" -- SHEET 12 OF 13 r STANDING SEAM METAL ROOF TOP OF PLATE j d d e sign 12 - - TOP OF WINDOWS JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM O O O ,(11) ',o lm \ TOP OF CLERESTORY WINDOWS a DINING ROOM - - \ 1- 0 O O STANDING SEAM METAL ROOF T T m N inI I I I lI I I I \ TOP OF SUBFLOOR J \ TOP OF PLATE - - - \ TOP OF WINDOWS tOP OF WINDOWS I / \ // \ GABLE RAILING TYP. ;n / \ O\ CANTILEVERED UPPER DECK ' m FIBER CEMENT PANELS W/ REVEALS O ICII m, 6, \ / -co \ / _ a) FIBER CEMENT HORIZONTAL \ LAP SIDING W/ 4" REVEAL t t t zzz-N\ N 0 i \ \ TOP OF GYPGRETE SLAB `V TOP OF GYPGRETE SLAB_ \ \ \ TOP OF PLATE4,44 TOP OF PLATE \ W TOP OF WINDOWS � TOP OF WINDOWS0 +` ;` - FIBER CEMENT HORIZONTAL Z OO l ` ,,� _ O LAP SIDING W/ 6" REVEAL W m -, l r� ` N m , Q \ O , Z o r NOTE:. _ GUARDRAIL AT LOWER cn LEVEL DECK NOT NECESSARY IF w TOP OF DECK IS NO MORE THAN > 30" ABOVE GRADE CC \ \ LIJ TOP OF SLAB - - - - TOP OF SLAB `I \ a r w I a Z Z _ I 4 CD 1 0 \j\� -__-F-T --- rn Q ____ LINE OF RE-GRADE0 rJ L�I \` rJ—t� �� •�, r� Z, I-J L, LU O O L---J L---J L---J L---J L___J O LINE OF NATURAL GRADE Z Z O Ct U Z I- U O _ CC ~ SOUTHEAST ELEVATION , I— U Q IX Nor SCALE: I/4" = 1'-0" z w v-0_ ) O E w p � #k U 0 EE J w < O w U O I- z Q a_ N Q a_ 12 4"-e" 2 X 12 OR 5/4 X 12 FASCIA/ \ TOP OF PLATE BARGE RAFTERS T TOP OF WINDOWS - 2'-0" • FIBER CEMENT HORIZONTAL / LAP SIDING W/ 6" REVEAL ` O I O O \ 7 \ TOP OF STAIRWELL WINDOW \ LIJm - / / 2 X 12 OR 5/4 X 12 FASCIA/ O BARGE RAFTERS m \ \ TOP OF SUBFLOOR \ \ TOP OF PLATE / \ / \ TOP OF WINDOWS - - - - 0 FIBER CEMENT HORIZONTAL 0 OT ,- CO LAP SIDING W/ 4" REVEAL -- CABLE RAILING (TYP.) 6 X 6 TUBE STEEL POSTS TYP. CABLE O O in < -coCULTURED STONE VENEER Z iii ,.(is) J N� ,/i v 1 �/ 11 „ „ „ „ ,, 1 N Oz TOP OF GYPGRETE SLAB — TOP OF GYPGRETE SLAB \ \ \ \ O l— Nil— r _ Q \ TOP OF PLATE � 3 1•Im TOP OF WINDOWS IC STEPS DESIGN/MATERIAL TBD BY 0 CONTRACTOR it HOMEOWNER w w Z O O O � 0 J �� RETAINING WALL AT STEPS SHOWN w l �� AS CONCRETE STEM WALL WITH QILI r ( ARCHITECTURAL LINES - c DRAWN BY JAD - // -� SCALE I/4" = 1'-0" UNO �— GRADE TO BE KEPT AROUND LOWER JD JOB# 1217NC18-WORT STEPS SO THAT NO HANDRAIL/ DATE 02/17/2020 GUARDRAIL WILL BE REQUIRED \ \ TOP OF SUBFLOOR/SLAB 7 /- REVISIONS LINE OF RE-GRADE -------�/ Structural 6/16/20 LINE OF NATURAL GRADE I ___------- ---— FIBER CEMENT HORIZONTAL I _------- LAP SIDING W/ 6" REVEAL _____----"f_ _ I J L L �, L---J NORTHEAST E L EVATI O N Al 3 __________-- SCALE: I/4" = 1'-0" SHEET 13 OF 13 BOLTS SHEAR WALL TABLE 11.. 05/8"X10" LONG @ 48" O.C. MAX. 2. MIN. 2 PER SILL. C. BR MIN. THICKNESSN� WAs 94 SHEATHING ON EDGE NAILING / LATERAL RESISTANCE (PLF) _1-3/4" 3. WITHIN 12" FROM SILL END. o /y4 y� p PANEL EDGES BLOCKED OF EDGE ' oP N WALL ONE OR BOTH NAIL SIZE FIELD NAILING LOAD TRANSFER MIN. i _y /o SHEATHING SIDES OF WALL OR UNBLOCKED 2 DISTANCE (MAX) 3 MEMBERS & SILL \ \ PLATE WIND SEISMIC -of �. pHH N /� /� ► 7�g" OSB OR 15�32" 6" O 37964 w \ PW PLY 1� ® ONE UNBLOCKED 8d / 12" O.C. NO 2X (NOMINAL) 300 240 I I SsTSWO 7/16 OSB OR 15/3 " ONE BLOCKED 8d 3" / 12" O.C. YES 2X (NOMINAL) 685 490 /�PLY1� ® /"�SW4 7 716 OSB OR 15�32" ONE BLOCKED 8d 3" / 12" O.C. YES 2X (NOMINAL) 685 490 REQUIRED AT 2X SINGLE TOP PLATE OPTIONPLY 10ALL LOCATIONS SW8 7/6 OSB OR 15�32" BOTH BLOCKED 8d 4" / 12" O.C. YES 2X (NOMINAL) 980 700 PLY 1� ® PLY = CDX, C-C, OR C-D PLYWOOD. OSB OF SIMILAR THICKNESS AND SPAN RATING MAY BE SUBSTITUTED FOR PLYWOOD. HEADER PER PLAN END OF HEADER " Q Q2 NAILS SHALL BE COMMON OR GALVANIZED BOX, UNLESS NOTED OTHERWISE. /� • ' • '• �� Z J 03 FOR WALLS DESIGNED TO HAVE LOADS TRANSFERED AROUND THE WINDOW OPENINGS, DOUBLE STUDS MUST BE PLACED ON EITHER SIDE OF EACH WINDOW �/ 2 2x STUDS (2)ROWS OF 16D 0 Z WITH EDGE NAILING ALONG BOTH STUDS. CYM �:• ( > NAILS @ 3"o.c. cn U U ® NO HOLD-DOWNS ARE REQUIRED FOR THIS SHEARWALL ANCHOR BOLTS TO SILL PLATE V •• MSTC48STRAP W E W t� w O W' NOTES: •• 7/16"os6 oR Q w W 1 AS AN ALTERNATIVE TO THE SSTB20 HOLD-DOWN ANCHOR BOLTS, USE 5" ALL-THREAD/THREADED ROD A-307 WITH A MINIMUM EMBED 15/32"PLY a O W ( ) 8 FASTEN ALL SHEATHING TO HEADER WITH 8D .. •• SHEATHING z a OF 10". USE SIMPSON EPDXY-TIE BOLT SYSTEM WITH "SET" HIGH STRENGTH EPDXY. CONCRETE MUST BE AT LEAST 7 DAYS OLD. NAILS IN A 3"GRID AS SHOWN AND 3"O.C. J CO LIJ (2) UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PW (PRESCRIPTIVE WALL). IN ALL FRAMING(STUDS AND SILLS). •• 2 (3) ALL CONNECTIONS NOT SHOWN ABOVE, SHALL CONFORM TO IBC TABLE 2304.9.1. (2) HOLD DOWN OPTIONS: .. ° 0 w IT IS ACCEPTABLE TO USE EITHER �_ o co SHEATHINGHIIHDU2 OR STHD14RJ HOLD DOWN AT � Lij PANEL SPLICE(IF NEEDED)SHALL •• z :C\169 :C\16; I w REQUIRED ON Q ��� ` OCCUR WITHIN 24"OF MID HEIGHT. x O ONE SIDE (2) HOLD DOWN OPTIONS: RIM JOIST LOCATIONS. 3 MIN WOOD (2)2X BLOCKING IS REQUIRED . . . o IT IS ACCEPTABLE TO USE EITHER - THICKNESS UP TO FASTEN BLOCKING TOGETHER �• • • < WITH 16D NAILS @ 3"O.C. • CD a HDU2 OR STHD14 HOLD DOWN AT ! FASTEN TO POST WITH HDU2 ? a FASTEN HDU2TO POST WITH •• =• o CONCRETE SLAB LOCATIONS. 3" MIN WOOD .. (6) 1/4"X2 1/2" SDS SCREWS (22) 16d SINKERS Q Im OKAY TO USE SIMPSON CNW w 0 (V THICKNESS = H , •;« COUPLER TO EXTEND ROD .• • ��� FASTEN TO POST WITH FASTEN TO POST WITH i 3" MIN WOOD THICKNESS STRAP TO BE INSTALLED ON �� • ••� `� Z E DOUBLE RIM JOIST OR EQUIV OUTSIDE OF SHEATHING SIMPSON HDU2 OR STHD14-,,,,,,,,....: c� !® (6) 1/4"X2-1/2" SDS SCREWS (22) 16d SINKERS �- (NOT SHOWN FOR CLARITY) ON BOTH sIDEsW • BENEATH POINT LOAD ••• 2X6 BLOCK ON N �i 3" MIN WOOD THICKNESS STRAP TO BE INSTALLED ON 05/8 GALVANIZED THREADED �� > N m SHEATHING AND RIM NOT SHOWN 2X6 BOTTOM PLATE TOP OF SILL PLATE OUTSIDE OF SHEATHING FOR CLARITY �- ROD MIN 16" EMBEDMENT 2X6 PT SILL PLATES 0 U } U m } \ - w 0 m 0 W (NOT SHOWN FOR CLARITY) 4-1 �' 3/4" CD OR OSB DEPTH INTO STEM WALL !> r, IOKAY TO USE SIMPSON CNW �' ' N• P.T. SILL PLATE � COUPLER TO EXTEND ROD. O W W W WQ2X6 P.T. SILL121 5/8" DIA.A.B. �1 W Z W Zo I �. � ` RIM JOIST PER PLAN 7°MIN EMBED. (O — OW — O w • 0167111111/1; P.T. SILL PLATE W — OE U LL m SIMPSON SSTB20itr �/j \ 111,4011 (2) 3" WASHER AND NUT ON H C� = a p Q Z `— I Q Z W U D Igig OR 5/8 ROD PER 7157 .. 4 FOUNDATION 2X6 P.T. SILL / DETAIL 'V', LEFT ' REINFORCING � ROD PEER DETAI 0 OR EFT . �� BOTTOM OF THREADED ROD p w U Q v� ()'/ PER PLAN �/�'/ •• 4 FOUNDATION '' CONCRETE FOOTING • ;; ; REINFORCING a \ ?�PER PLAN it(iii� PER PLAN • 4- � �/� � A SEC A - A 4, \/9/ HDU2 HOLD DOWN DETAIL X STHD14 HOLD DOWN DETAIL HDU2 HOLD DOWN DETAIL STHD14RJ HOLD DOWN DETAIL Cy) 5/8" ROD ALT. TO SSTB20 I�� �� Q Q L LATERAL RESTRAINT PANEL SCALE: N.T.S. CONCRETE SLAB SCALE: N.T.S. CONCRETE SLAB SCALE: N.T.S. RIM JOIST SCALE: N.T.S. RIM JOIST SCALE: N.T.S. eSCALE: 1/2" = 1'-0" AT GARAGE 7\) `` 1ST POUR 2ND POUR SLAB COMPOSED OF O NOTES: I TWO SEPARATE POURS 46. (1) BOTH OF THE OPTIONS SHOWN ABOVE ARE STRUCTURALLY ACCEPTABLE. \ 10 (2) IF THE FULL LENGTH SHEATHING EXTENDS OVER THE RIM (NO SHEATHING JOINTS EXISTS IN THE VICINITY OF RIM ((� JOIST, DOUBLE TOP PLATE, AND SOLE PLATE)THEN NEITHER OF THE TWO CONNECTION OPTIONS ARE REQUIRED. / CO 2 V� EDGE NAILING: I.1 • NON-SHEARWALL (PRESCRIPTIVE/CONVENTIONAL)8d NAILS @ 6" O.C. ' ' '� — /�\��Z�\�� �%�//'\Y��//�\\/X\/ //• /,�/ 4"COMPACTED �� FLASHING REQUIRED o • SHEARWALLS, SEE SHEARWALL TABLE. /, V /� UNDISTURBED NATIVE SOIL OR • \ •\GRANULAR FILL ti U COMPACTED FILL MATERIAL COLD JOINT 2X6 STUD WALL p� O I` — 16 PLY OR OSB STUDS PER PLAN STUDS PER PLAN STUDS PER PLAN A35 ANGLE TO FASTEN TRUSS H rn SHEATHING ,, TO WALL BLOCKING (V 0 SAW CUT OR USE GROOVER CV Z CS16, 30" LONG 16" PLY OR OSB 16" PLY OR OSB TOOL TO CREATE CONCRETE JOINT i� r noo Z O 16d NAILS @ 12" O.C. SHEATHING 16d NAILS @ 12" O.C. SHEATHING ENDS 16d NAILS @ 12" O.C. 2X6 BLOCKING BETWEEN WALL STUDS " �i V O Z @ 5' O.C. AND AT SLAB TO BE POURED MONOLITHICALLY. _ U O W 3� i AT MIDDLE OF 41" TO PROVIDE BACKING FOR TRUSS i BEAM PER PLAN Z 0 >Q Q a' W ALL CORNERS a SUB FLOOR a SUB FLOOR n SUB FLOOR _D _(' D SAW CUT METHOD TO BE PERFORMED �' U U co Z AJOIST PER PLAN BOTTOM PLATE 4 JOIST PER PLAN 4 TO 12 HOURS AFTER POUR. ATTACHMENT. FASTEN BLOCKING , 1/2" CDX NAILED WITH EDGE NAIL PEREDGE NAIL � E� t BETWEEN STUDS WITH (3) 16d NAILS10d NAILS AT 6" O.C. iIfI Z 2 W ~ U NOTE BELOW ' ■�� W Q d Q z All_11' PER NOTEYSTRIPOFOSBORPLY III ° as aa ALONGEDGES, ' 16dNAILSSTAGGEREDwzIZ (/) WBELOW SHEATHING OVER RIM u u u �' u " J u a u u 1/4"X4 1/2" SDS SCREWS @ 16" O.C. 12" O.C. IN THE FIELD @ 4" O.C. ON BOTHU WUWSHEATHING AD (�(�(� • lit Z Z W (� O JSPLICE IIIANDFASTENEDTOICI QVQV VUO _ OOPo O�O C. TOCONNECTWALLTO11-7/8 RIM — W Z il p WMBOTTOM PLATE OF IWM SIDESOFBEAM WJZ Q W� END OF FULL I I_ \ /\ �j` \'\�' ��\ N — Q LENGTH ► UPPER WALL AND TOP x �\ ,�/��� /��� /,��// �//,7/,// Z W (9 I Z 11 PLATE OF LOWER WALL ��` UNDISTURBED NATIVE SOIL OR ,` . 4"COMPACTED I PLYWOOD FILLER AS NEEDED LU m EDGE NAIL PER JOIST PER PLAN SHEATHING ' �_ EDGE NAIL PER SAW CUT OR O NOTE BELOW NOTE BELOW COMPACTED FILL MATERIAL GRANULAR FILL 11-7/8" TJI 210 @ 16" O.C. MONO-TRUSSES 24" O.C. ,1 1h W o. W W GROOVE JOINT @ I W w J DOUBLE TOP PLATE PLY OR OSB7 } W w Z J W DOUBLE TOP PLATE 16 PLY OR OSB 16 11 • PER TRUSS COMPANY SINGLE STUD ON EACH > W W 7„ SHEATHING SHEATHING ENDS DOUBLE TOP PLATE CONCRETE SLAB NOTES: SUB-GRADE PREPARATION: + ` J J O Q W 16 PLY OR OSB AT MIDDLE OF •EITHER OF THE ABOVE TWO JOINT OPTIONS ARE ADEQUATE SLAB TO BEAR ON UNDISTURBED NATIVE SOILS AND/OR SIDE OF BEAM LLI 0 p I— ti Q F U a SHEATHING TOP PLATE •SPACE JOINTS @ 12'O.C. MAX. EACH WAY STRUCTURAL FILL(SEE STANDARD STRUCTURAL SIMPSON IUS2.06/11.88 J Q Q •TYPICAL SLAB 4"CONCRETE SLAB OVER 6 MIL POLY VAPOR SPECIFICATIONS FOR MORE INFORMATION)COMPACTED IN LIFTS SIMPSON LUS210Z HANGER 2X STUDS BELOW BEAM TO tY rI cV m W J BARRIER OVER 4"COMPACTED GRANULAR FILL OF ONE FOOT OR LESS TO 95%OF A MODIFIED PROCTOR PER HANGER (TYP.) pp m D U < SHEATHING JOINT TO BE LOCATED 2" OR MORE A►SHEATHING SPLICE IN MIDDLE OF ATTACHED TO RIM JOIST MATCH WIDTH OF BEAM } W FROM TOP OR BOTTOM EDGE OF RIM JOIST. BOTTOM AND TOP PLATE AS SHOWN ASTM D1557. SOILS SHALL BE FIRM AND UNYIELDING.ALL �/� ^— BE REMOVED AND REPORGANIC AND RLACED WITH 4"MIIOUS MATERIAL NIMUM COMPACTED ENEATH THE SLABS TO �yL.f. �> Q O < 0 c OPTION A OPTION B OPTION C GRANULAR FILL TO 95% RELATIVE COMPACTION. W >> a co 0 LL d O EN) TYPICAL FLOOR TO FLOOR CONNECTION * TYPICAL CONCRETE SLAB JOINTS S MONO-TRUSS TO WALL DETAIL Q BEAM POCKET SCALE: 3/4" = 1'-0" SCALE: 1" = 1'-0" SCALE: 3/4" = 1'-0" EXTERIOR WALL SCALE: 3/4" = 1' - 0" ROOF SHEATHING TO / 24" MIN. 36" MAX. / BE CONTINUOUS OVER OUTLOOKER TO TRUSS JOINT FLASHING REQUIRED (2) 12d NAILS 8d NAILS @ 6" O.C. -J ROOF SHEATHING 2X6 OUTLOOKERS — TRUSSES @ 24"(IC. A35 ANGLE TO FASTEN TRUSS �� � -@ 24" O.C. ON EDGE I- TRUSSES @ 24"O.C. 2X6 STUD WALL L A\_BARGE RAFTER TO WALL BLOCKING W 2X4 LATERAL BRAC SIMPSON H1 HURRICANE CLIP 0 1/2" CDX NAILED WITH 10d NAILS AT 6" O.C. WITH (2) 10d NAILS 2X6 BLOCKING BETWEEN WALL STUDS �, @EACH OUTLOOKER O� w Q PER)IWEB(TYP) / 2X4 BRACE WITH 10d TO PROVIDE BACKING FOR TRUSSALONG EDGES, 12" O.C. IN THE FIELD @ ( ) ATTACHMENT. FASTEN BLOCKING 1/2" CDX NAILED WITH END NAIL 8d @ 6" O.C. (n z \ At 2X4 DIAGONAL BRACE NAILS 6"OC. TYP.TRUSS BLOCKING PER REQUIREDATEACHENDOF BETWEEN STUDS WITH (3) 16d NAILS 10d NAILS AT 6" O.C. 0TRUSS COMPAYBRACE AND 10 FT INTERVALS ALONG EDGES, Z Q2X4 BRACIN(2) 12d NAILSBRACED WEB 1/4"X4-1/2" SDS SCREWS @ 16" O.C. 12" O.C. IN THE FIELD " " ;11 GABLE WALL BARGE RAFTER �'�� ``/ \lk\eTO CONNECT WALL TO 5 1/2"X11 7/8" GLB ►� (4) 12d NAILS w 1 - �� 2X4 BLOCKING I�� END NAIL 8d @ 8" O.C. Q w2X6 TRUSS TAIL (TYP.) ►. �' TRUSSES @ 24" O.C. ' 4 SIMPSON A23 @ 32" O.C. (ONLY REQUIRED GABLE END TRUSS TOP 0 z C� j PER TRUSS COMPANY 1 11-7/8" TJI 210 @ 16" O.C. IF SHEATHING IS NOT CONTINUOUS AT CHORD 5-1/2" LOWER 0 SIMPSON H1 HURRICANE EN POSITIVE CONNECTION REQ'D,A35 ANGLE OR BLOCKING NOTE: BRACE MUST BE A MINIMUM OF 80%THE LENGTH OF PER TRUSS COMPANY WALL TO GABLE TRUSS JOINT.) 2X6 STUD WALL J 0 — TIE OR SDWC15600 TRUSS DOUBLE TOP PLATE THE WEB.THIS DETAIL IS TO BE USED AS AN ALTERNATIVEii Q 0 w SCREW OR EQUIVALENT FOR ONE CONTINUOUS LATERAL BRACE AS SHOWN ABOVE. ) "51 NOTE: GABLE END TRUSS BOTTOM CHORD TO BE 5-1/2" LOWER 2X6 STUDS @ 16" O.C. SIMPSON IUS2.06/11.88 HANGER (TYP.) TO ALLOW FOR 2X6 D.F. ON EDGE FOR 3' OUTLOOKER. D Z U PERMANENT TRUSS BRACING TRUSS BRACING ALTERNATIVE SIMPSON LUS210Z HANGER Ct ATTACHED 5-1/2"X11-7/8" GLB NOTE: SIMPSON H1 HURRICANE CLIP REQUIRED AT EACH U 2 O EN = EDGE NAILING, 8d NAILS @ 6" O.C. NOTE: REFER TO TRUSS ENGINEERING TO DETERMINE WHICH MEMBERS REQUIRE BRACING OUTLOOKER TRUSS CONNECTION. 0 I— Ct C.)O Lo Q (.1 R WALL TO ROOF CONNECTION IC- il " PERMANENT TRUSS BRACING T MONO-TRUSS TO WALL DETAIL CO OUTLOOKER FRAMING DETAIL CO Q SCALE: 3/4" = 1'-0" TYPICAL SCALE: 3/4" = 1'-0" TYPICAL SCALE: 3/4" = 1'-0" 5-1 /2"X 12" GLB SCALE: 3/4" = 1'-0" S 1 of 3 : EITHER OF THE TWO GUARDRAIL CONNECTION OPTIONS EITHER OF THE TWO GUARDRAIL CONNECTION OPTIONS oFCw Bq0/�I� O OR SIMILAR PER CONTRACTOR IS ACCEPTABLE. OR SIMILAR PER CONTRACTOR IS ACCEPTABLE. • o . ? ' CV GUARDRAIL TO MEET THE REQURIEMENTS OF IRC R312.1.2 GUARDRAIL TO MEET THE REQURIEMENTS OF IRC R312.1.2 >! C)''/ CN \ • FLASHING PER CONTRACTOR 4X4 P.T. POST, ON THE 4X4 P.T. POST, ON THE -0 �--- ��'' CEO 4X4 P.T. POST, ON THE OUTSIDE OF END JOIST 4X4 P.T. POST, ON THE OUTSIDE OF RIM JOIST 1/2" CDX(TYP.) INSIDE OF END JOIST INSIDE OF RIM JOIST oFS�Fc STE��"�C�\ ' 2X8 D.F.2 © 16" O.C., SISTERED TO EACH 1_ 1/2"DIA.X 10"LONG GALVANIZED I 1/2"DIA.X 10" LONG GALVANIZED S/ONAL �� CONNECTED TO EACH 2X8 D.F.2 JOIST (2) 1/2" DIAMETER X 8"LONG W ' ,,4! THROUGH BOLT WITH WASHER l_i JII THROUGH BOLT WITH WASHER JOIST WITH (2) ROWS OF 10d NAILS AT 6" O.C. 2X6 D.F.2 RAFTER 16" O.C., ■ ■mil _ 2X6 STUD WALL I —'� INSTALL WEB FILLER PER JOIST 1 1/2" GYPCRETE GALVANIZED THROUGH BOLT `II CONNECTED TO JOIST WITH (2) 1/2"DIAMETER X 8"LONG ` CONNECTED TO JOIST WITH WITH (2) ROWS 10d NAILS @ 6" O.C. g •II'I�I, I,, SIMPSON DTT1Z DECK TENSION TIE GALVANIZED THROUGH BOLT �II1I II, 6 SIMPSON DTT1Z DECK TENSION TIE MANUFACTURER AT 2X8 CONNECTION L_ FLOOR TOPPING 2X6 P.T. BOTTOM PLATE WITH GALVANIZED WASHERS il�lMj I�AM WITH GALVANIZED WASHERS --� �— �iM■ ■� 2X10 P.T. LEDGER 1/2"DIA.X 8"LONG GALVANIZED 1/2"DIA.X 8"LONG GALVANIZED W • •� ►I 3/4" DECKING PER OWNER SECTION 3-3 SECTION 4-4 THROUGH BOLT CONNECTED THROUGH BOLT CONNECTED (9 • TO END JOIST WITH WASHERS SECTION 1-1 SECTION 2-2 TO RIM JOIST WITH WASHERS Z 11-7/8"TJI 210 -�jilt � @16" O.0 2 Z J I 11-7/8"TJI 210 16" O.C. 2X8 P.T. END JOIST _ 2X8 P.T. RIM, SCREWED@ 2X10 P.T. @ 16" O.C. 2X8 P.T. BLOCKING, 1Z Q (). Ii TO EACH JOIST WITH (2) �II� 0 1 LUS210Z JOIST HANGER 2X8 P.T. © 16"O.C. SCREWED IN PLACE WITH z Y 1 1 Si511 `� 3 4 4 (3)#14 X 3-1/2"WOOD #14X3 1/2"WOOD SCREWS _ ii ii ____ 7) C� U 1 SCREWS OR(3) 1/4"X3-1/2" 5-"Ic- _— 2X8 PT. RIM, SCREWED4 MIN BACKSPAN / 4 MAX CANTIELEVER / n� l : •m SDS SCREWS ON EACH END ulIHU' illIl TO EACH JOIST WITH (2) w 0 p fY HANG JOISTS OFF 2X P.T. (2) 5/8"X6" EPDXIED, WEDGE, OR 2X8 P.T. BLOCKING, SCREWED IN m 2X8 P.T. @ 16"O.C. -=���■' #14X3-1/2"WOOD SCREWS w PLATE WITH SIMPSON MIT/ITS SCREW(E.G. SIMPSON THD) PLACE WITH (3)#14 X 3-1/2" 1— 2X8 P.T. BLOCKING, SCREWED �I 0_ OR EQUIVALENT TOP-FLANGE ANCHOR BOLTS 16" O.C. WOOD SCREWS OR(3) 1/4"X3-1/2" I° 2X8 P.T. END JOIST @ IN PLACE WITH (3)#14 X 3-1/2" o_ �� HANGERS (TYP.) SDS SCREWS ON EACH END MINH 2X8 P.T. @ 16"O.C. WOOD SCREWS OR(3) 1/4"X3-1/2" Pp 2X8 P.T. @ 16"O.C. p 8" CONCRETE STEM WALL PER PLAN SDS SCREWS ON EACH END OPTION 1 OPTION 2 OPTION 1 OPTION 2 w o N I 1 H CANTILEVER FRAMING DETAILEU) DECK LEDGER DETAIL Q I 1 SCALE: 3/4" = 1'-0" 4' ROOF OVERHANG SCALE: 3/4" = 1'-0" LOWER DECK J GUARD RAIL POST CONNECTION (K) GUARD RAIL POST CONNECTION p SCALE: N.T.S. AT END JOIST SCALE: N.T.S. AT RIM JOIST o N 1 1 1 w 2X6 STUDS @ 16" O.C. 1/4"X4-1/2" SIMPSON 1/4"X4-1/2" SDS SCREWS TO LC W SDS SCREW @ 16" O.C. CONNECT EXTERIOR WALL W Cy N 0 TO 5-1/2"X28-1/2" GLB BELOW FLASHING, WATERPROOFING, AND 00 INVERTED (I.E. UPSIDE DOWN) FLASHING, WATERPROOFING, AND Y } DRAINAGE PER CONTRACTOR HU2.1/11 OR SIMILAR HANGER 1-1/2" GYPCRETE DRAINAGE PER CONTRACTOR o 0 O 0}0 O co J 11 7/8"TJI 210 @ 16" O.C. 2"THICK CONCRETE FLOOR TOPPING 2"THICK CONCRETE N CC 0 W 0 PAVERS PER OWNER � W Z Y z >O W PAVERS PER OWNER W CO Z � 0 � � co J / �/ , I III j' ::::::...... I1 :;; 2X SLEEPERS, RIPPED -:.::::::._:.:::.. . .: r TO SLOPE OF 1/4" PER 1' —►.e.� 2X SLEEPERS, RIPPED �', TO SLOPE OF 1/4" PER 1' Q cfl z 0_ = 0_ 0 U Z 3/4" OSB OR PLY SUBFLOOR 11 7/8 TJI 210 @ 16 O.C. ,II�� �� 3/4" OSB OR PLY SUBFLOOR #4 REBAR WITHIN 0 W U < (� IIIII. TOP 6" OF WALL 2X10 P.T. @ 16" O.C. 1 1'�_ 2X10P.T. @16" 0.C. •A 11-7/8" BLOCKING, WITH A35Z AT LUS210Z HANGER(TYP.) HORIZONTALS HANG JOISTS OFF 5-1/2"X28-1/2" GLB LUS210Z HANGER (TYP.) • 16" O.C. OR (2) 16d TOE NAILS FASTEN 2X PT LEDGER WITH (3) ROWS OF 1/4"X4-1/2" WITH SIMPSON MIT/ITS OR EQUIVALENT VERTICALS-ALTERNATE < SIMPSON SDS SCREWS (OR EQUIVALENT) @ 16" O.C. TOP-FLANGE HANGERS (TYP.) FASTEN 2X PT LEDGER WITH (3) ROWS OF 1/4"X4 1/2" H HOOK DIRECTION 4/ EXTERIOR WALL PER PLAN SIMPSON SDS SCREWS (OR EQUIVALENT) @ 16" O.C. 4/ (2)#4 CONTINUOUS FOR CANT. IB I T WITHODECK HUNG OFF, ` ,/ HORIZONTALS IN FTG. INSTALL WEB STIFFENERS ON BOTH SIDES. `A� iICANTILEVER FRAMINGDETAILEF a : : 2 DECK LEDGER CONNECTION441 FRONT DECK Q SCALE: 3/4" = 1'-0" — SCALE: 3/4" = 1'-0" 5-1 /2"X28-1 /2" GLB HEIGHT'H' IN VERTICAL HORIZONTAL 7� FEET REINFORCING REINFORCING / 1 6" / / 1 2" / 12X3X1/4 HSS PER PLAN / 24" / 0'-2' #4 @ 4' O.C. WITHINI6" OF O� TOP OF WALL / 11" 3" 6.5" 2" 2" /2"/ 7" 6" 7" /2„/ 2X12 P.T. LEDGER, BOLT TO 12X3X1/4 HSS 2' 4' #4 @ 24" O.C. #4 @ 24" O.C. WITH (2) ROWS OF 1/2" DIAMETER X 6" LONG •I I_ \ \ QTY (8) 05/16" HOLES THRU AS SHOWN - GALVANIZED THROUGH BOLTS © 32" O.C. 2" 1Q 4' -6' #4 @ 12" O.C. #4 @ 12" O.C. 2 1 . 50 0 0 = O ,El, OK TO INSTALL WASHER BETWEEN 2X12 \ U —III • 5.5„ 3�� 5.5„ AND 12X3X1/4 HSS FOR AIR GAP - rTUBE APPROXIMATE LOCATION OF 6"X6"X1/4" 1Q FOOTING FOR 4'-6' FOUNDATION TO BE 24"WIDE H .2.75" � STEEL POST. ATTACH STEEL POST X 8"THICK AND STEM WALL TO BE 8"WIDE. O r` U .l .I.I,��` 2X12 P.T. @ 16" O.C. 12" II I I II TO PLATE WITH 1/4" CONT. FILLET WELD N I- 0) Z 1/4" FILLET WELD (2) 5/8" HOLES FOR 1/4" FILLET WELD (6) 5/16" HOLES FOR LUS212Z HANGER (TYP.) — �J L _ � TYPICAL FOUNDATION TABLE N 2 Z_ o z 00 ON ALL SIDES 1/2" THROUGH BOLTS ON ALL SIDES 1/4" SDS SCREWS �, o 0 0 0 -3/8" THICK STEEL PLATE z O Q O Z hl 1/2" STEEL TOP PLATE DETAIL 1/2" STEEL BASE PLATE DETAIL CB , JOIST TO HSS CONNECTION \ 2" — " " F- M z SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" Et z z W - - SCALE: 1" = 1'-0" UPPER DECK DOUBLE POST STEEL PLATE DETAIL W z = c O CONNECT UPPER FLOOR EXTERIOR WALL D P z Z W U O TO (20'-6") 12X3X1/4 HSS, WITH SIMPSON TB ji �� #14 X 2-3/8" (MODEL#TBP1460) OR SIMILAR SCALE: 1-1/2" = 1' - 0" FRONT PORCH H ® V-BARS H-BARS T-BARS A B C D r n w J Z < L < SELF DRILLING WOOD TO STEEL SCREWS (8'-6")5-1/2"X11-7/8" GLB, HELD UP FLUSH V Z . W o I Z c 2 - 4 #4 @ 24 O.C. #4 @ 24 O.C. #4 @ 24 O.C. 10" 8" 6" 24" z w m Z 0 - COWITH FLOOR JOISTS FOR 5X5X1/4" HSS FOLDING DOOR PER OWNER w Z 0_ W @ —(20'-6") 12X3X1/4 HSS, STEEL COLUMN ATTACHMENT MONO-TRUSSES @ 24" O.C. 4' - 6' #4 18" O.C. #4 18" O.C. #4 18" O.C. 12" 8" 8" 28" W I— > 0- CANTILEVERED MAX 6' HANG JOISTS OFF 5-1/2"X11-7/8" GLB FLASHING REQUIRED @ @ @ W Z W PER TRUSS COMPANY } W CONNECT BOTH (20'-6") 12X3X1/4 HSS TO 10X5X3/8 WITH IUS2.06/11.88 HANGERS (TYP.) DECK JOIST PER PLAN 6' - 8' #4 @ 12" O.C. #4 @ 18" O.C. #4 @ 18" O.C. 16" 8" 8" 32" J W Lill LO p O ~ HSS WITH SIMSPON HL35 HEAVY ANGLE WELDED `IGUTTER PER DESIGNER I..LI p p Q < a (2) 1/2" DIAMETER J < < co TO (20-0 ) 10X5X3/8 HSS WITH 1/4" FILLET ON EACH WINN — 10 REBAR TO BE INSTALLED @WALL CENTERLINE m 1- J I THROUGH BOLTS N W SIDE (SHOP OR FIELD WELD OK). BOLT EACH (20'-6") L-BARS: SAME SIZE AND SPACING AS V-BARS. REBAR LAP 48'BAR DIAMETER(TYP.) p U Q 12X3X1/4 HSS TO HL53 ANGLE (2) 1/2" DIAMETER :ii�zi� i%�%,2?i� 0 W p W 1/4" FILLET ON �,,� ,/ ems , THROUGH BOLTS WITH WASHERS AND LOCTITE EACH SIDE �� ��� ■ SIMPSON HGA10 HURRICANE TIE TO CRIPPLE WALL FOUNDATION TABLE E .t - cst . Et ° 11 7/8"TJI 210 @ 16"0.C— ( (22.5") 2X6 BLOCKING, BETWEEN EACH CO o oho � o- o RAFTER, CONNECTED TO HSS 6X6X1/4 CONNECT EACH RAFTER TO 2X6 BLOCKING zL �, / (20'-0") 10X5X3/8 HSS / GALVANIZED LUS212Z HANGER WITH SIMPSON TB WOOD-TO-STEEL / 2X6 BLOCK FASTENED TO I I HSS 6X6X1/4" HSS STEEL TUBE WEB OF I-JOIST W/(2) ROWS SCREWS © 6" O.C. (MODEL#TB1460S) I 12"X5-1/2"X1/2" STEEL TOP PLATE PER OF 10d NAILS @ 4" O.C. FASTEN 2X PT LEDGER WITH (3) I 6X6X1/4 HSS STEEL COLUMN CONNECT WELD TOP AND BASE DETAIL ABOVE. CONNECT TO 10X5X3/8 ROWS OF 1/4"X4-1/2" SIMPSON SDS � WITH 1/4" WELD ON ALL SIDES OR PLATE TO 5X5X1/4 HSS WITH (2) 1/2" DIAMETER GALVANIZED SIMPSON DTT2Z W/3/8" DIA. SCREWS (OR EQUIVALENT) @ 16" O.C. SIMPSON HL53Z ON BOTH SIDES WITH THROUGH BOLTS WITH WASHERS THREADED ROD, QTY. (1) DTT2 1/2" THROUGH BOLTS AND WASHERS HSS WITH 1/4 FILLET PAIRING AT EACH END OF DECK H V-BARS D H-BARS T-BARS A BCD ON BOTH SIDES ROUGHLY (8'-1") 5X5X1/4 HSS STEEL COLUMN AT WALL EE PORCH BEAM CONNECTION @ @ ��� CORNER. SCREW 2X6 NAILER ONTO 5X5X1/4 HSS WITH 0 - 4 #4 18 O.C. #4 18 O.C. #4 18 O.C. 8 8 4 20 C DECK LEDGER CONNECTION6X6X1 /4 HSS 4' - 6' #4@12" O.C. #4@12" O.C. #4 @12" O.C. 12" 8" 4" 24" WITH SIMPSON TB #14 X 2-3/8" (MODEL #TBP1460) OR SCALE: 1" = 1 -0Q SIMILAR SELF DRILLING WOOD TO STEEL SCREWS (4-0 )4X12 P.T. 12"X5-1/2"X1/2" STEEL TOP PLATE PER DETAIL SCALE: 3/4" = 1'-0" AT 5-1 /2"X11 -7/8" GLB 6' - 8' #5 @ 10" O.C. #4 @ 12" O.C. #4 @ 12" O.C. 18" 8" 10" 36" W 2X12 P.T. 16" O.C. ABOVE CONNECT TO 5-1/2"X11-7/8" GLB BELOW8' - 10' #5 @ 12" O.C. #4 12" O.C. #410" O.C. 22" 8" 12" 42" © 1/2" CDX SHEATHING WITH 10d NAILS AT 6" O.C. @ © w HUNG OFF 4X12 P.T. WITH (6) 1/4"X4-1/2" SIMPSON SDS SCREWS ALONG PANEL EDGES, 12" O.C. IN THE FIELD Q 0 WITH U210Z HANGER FOLDING DOOR PER OWNER 10 REBAR TO BE INSTALLED @ WALL CENTERLINE U Q L-BARS: SAME SIZE AND SPACING AS V-BARS. REBAR LAP 48*BAR DIAMETER(TYP.) CO Z CONNECT 6X6 P.T. '— 1 FLASHING REQUIRED MONO-TRUSSES @ 24" O.C. Ur w POST TO 6X12 P.T. - 2X BLOCKING ADDED PER TRUSS COMPANY RETAINING WALL FOUNDATION TABLEBEAM WITH ECCQ66Z o FOR THICKNESS 2X12 P.T. @ 16" O.C. zQ (VOR 1616HLPC OR EMI { _ _ ______ cn ri HL55Z OR (3) GRK71 LLJ 0) 0) 5/16"X16" RSS _ �iiii111• - 5-1/2"X11-7/8" GLB, HELD UP INTO FLOOR. 11 7/8"TJI 210 m�fl ■luil GUTTER PER DESIGNER lQ SIMPSON HUC412Z OR HANG TJI 210 JOISTS OFF WITH SIMPSON @ 16" O.0 �IIIII iri 0 Z6X6 P.T. POST DOWN SIMILAR HANGER INTO -- II Ii2X BLOCKING BETWEEN0 IUS2.06/11.88 HANGER OR SIMILAR �� SIMPSON H1 HURRICANE TIE -J O,L,\ TO SONO-TUBE END OF 5-1/2"X11-7/8" GLB �� EACH RAFTER �/ FOOTING BELOW SIMPSON ECCQ66Z OR SIMILAR POST CAP TO 2X6 BLOCK FASTENED TO �� GALVANIZED LUS212Z HANGER OR SDWC15600 SCREW ir QCONNECT 6X6 POST TO 5-1/2"X11-7/8" GLB WEB OF I-JOIST W/(2) ROWS AT EACH RAFTER 5-1/2"X10-1/2" GLB H V-BARS H-BARS T-BARS A B C D Ct C� w CONNECT END STUD OF EXTERIOR 6X6 D.F.1 POST SET IN WALL CORNER OF 10d NAILS @ 4" O.C. FASTEN 2X PT LEDGER WITH (3) 6X6X1/4 HSS STEEL COLUMN CONNECT = O ROWS OF 1/4"X4 1/2" SIMPSON SDS 6' - 8 #4 @ 12" O.C. #4 @ 15" O.C. #4 @ 12" O.C. 11" 8" 11" 30" 12 WALLS TO 6X6 D.F.1 WITH 1/4"X4-1/2" CONTINUOUS TO STEM WALL BELOW SIMPSON DTT2Z W/3/8" DIA. SCREWS (OR EQUIVALENT) @ 16" O.C. WITH SIMPSON HL53Z ON BOTH SIDES WITH 0 Q SDS SCREWS © 24" O.C. THREADED ROD, QTY. (1) DTT2 1/2" THROUGH BOLTS AND WASHERS, 8' - 10' #4 @ 10" O.C. #4 @ 12" O.C. #4 @ 12" O.C. 17" 8" 17" 42" ��/ H r U PAIRING AT EACH END OF DECK �- OR SIMPSON CCOQ66Z WELDED TO TOP OF REBAR TO BE INSTALLED @WALL CENTERLINE rti f N Q / (QTY 2 TOTAL PER DECK) 6X6X1/4 HSS WITH 1/4" WELD ON ALL SIDES O Q L-BARS: SAME SIZE AND SPACING AS V-BARS. REBAR LAP 48*BAR DIAMETER(TYP.) COM Z A 5X5X1 /4 HSS COLUMN DETAIL D DECK LEDGER CONNECTION / G PORCH BEAM CONNECTION BASEMENT WALL FOUNDATION TABLE Q SCALE: 3/4" = 1'-0" AT SUN ROOM WINDOW SCALE: 3/4" = 1'-0" AT EXTERIOR WALL SCALE: 3/4" = 1'-0" 5-1 /2"X 10-1 /2" G L B S2 of 3 DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE ABBREVIATIONS (Used throughout structural drawings) STANDARD STRUCTURAL SPECIFICATIONS - 2015 IRC WOOD FRAMING g g ) BR (E) Existing C.S. Clear Span INT. Interior STD Standard of wAsy���j o Default Wood Types: Unless noted otherwise, the material for a structural member is as shown: y N INTRODUCTION • Beams, Posts, & Sawn Joists Douglas Fir#2 (D.F.2) (N) New DBL Double MAX Maximum STR'L Structural FOUNDATION g o A.B. Anchor Bolt EA. Each MANUF. Manufacturer S.S. Select Structural , 0The Standard Structural Specifications are guidelines and structural requirements for construction of typical • Studs & Plates Hem/Flr (H.F.) or Douglas Flr (D.F.) 1141,IA ct CO residential structures. The intent of this document is to provide general structural requirements for the project. • Design Soil Bearing Pressure = 1,500 psf • BlockingAnysolid 2X or rimjoist material ARCH Architectural ELEV. Elevation MIN Minimum T.O. Top Of �, o 37964 44 Builder, contractor, and other parties involved are required to read this document and are responsible for • Frost Zone Depth = 18 inches • Rim Joists Douglas Fir#2 (D.F.2) for solid sawn, manufactured rim for I-joists BLDG Building EXT. Exterior N/A Not Applicable TJI Trus Joist, I Series �FSSFGISTER��C,\� CD meeting the requirements specified within. Contact the engineer of record with any questions or concerns. p • Glued-Laminated (dry-use) D.F. 24F-V4 (GLB) BLKG Blocking FDN Foundation O.C. On Center TPL Triple /ANAL • Unless noted otherwise, concrete is designed with 2,500 psi strength and does not require special inspection. • Exposed Structural Members Pressure Treated (P.T.) BM Beam FTG Footing Opp. Opposite TYP. Typical The specified concrete strength (3,000 psi) is greater than design strength (2,500 psi) DESIGN CRITERIA Code: Cast-in-place concrete sizing, placing, and testing shall conform to ACI 318-14 and ACI 301 • Glued-Laminated (wet-use) Treat with Hi-Clear II by Permapost Products Co. in Hillsboro, OR BTM Bottom GALV. Galvanized PLY Plywood U.N.O. Unless Noted otherwise Moisture Content: The max moisture content shall be 19% at the time of installation of connectors, nails, and bolts C C Channel (Steel) GA. Gauge P.T. Pressure Treated V.B. Vapor Barrier w DESIGN PARAMETER VALUE SOURCE Geotechnical Report: Bradley Engineering strongly recommends that a geotechnical report be performed by a for framing members. - 0 J qualified geotechnical engineer for all land based construction projects. If this information is not supplied, footings are CL Center Line HDR Header REINF. Reinforced VERT. Vertical Z Seismic Design Category 'D1' IBC 1613 Pressure Treated Lumber: All members in contact with earth/concrete or exposed to the elements shall be pressure < g g y designed for 1,500 psf soil bearing pressure. CMU Conc.Masonry Unit HORIZ. Horizontal REQ'D Required W/ With Q Risk Category 'II' IBC Table 1604.5 treated or preservative treated (P.T.). Colorless end sealer shall be applied immediately to the ends of members Z _1 I uJ Earthwork: Call before you dig! Call '811'. Locate and protect underground conduit, plumbing, and utilities where work after fabrication and field trimming. Glulam beams (GLB's)which are exposed to the elements shall be treated with CONC. Concrete HSS Hollow Structural Section SIM. Similar W/O Without O 0 1- Wind Exposure Category 'C' IBC 1609.4.3 is performed. Footings shall bear on undisturbed native soils and/or structural fill compacted in lifts of one foot or less Hi-Clear II by Permapost Products Co located in Hillsboro, OR. CONT. Continuous INSUL. Insulation SPECS Specifications WF Wide Flange (Steel) w Z U Q Basic Wind Speed (3-second gust) 110 MPH IBC Figure 1609.3 1 to 95% of a modified proctor per ASTM D1557. Soils shall be firm and unyielding. All organic and deleterious material J P 9 ( ) Blocking: Provide 2X or engineered lumber full depth solid blocking between joists and rafters at beam and bearing 5 2 LU beneath the footings, foundations, and slabs to be removed and replaced with 4" min. compacted granular fill to 95% wall locations. Blockingis required at all bearinglocations. Trusses, structural composite lumber, glued-laminated W Design Wind Load 16.00 PSF ASCE 7-16 28.6-1q p O relative compaction. members, and I-joists shall be supported laterally as required by the manufacturer's recommendations. ROOFS W LOAD SOURCE LIVE LOAD DEAD LOAD Structural Fill: Structural fill consists of clean, well-graded sandy gravel, gravelly sand, or other approved naturally Bearing: For beams bearing on perpendicular walls or columns, Use a minimum 2-1/2" bearing length unless noted a Roofs 20 psf 15 psf occurring granular material (e.g. pit run)with at least 30 percent retained on the No. 4 sieve, or a well-graded crushed otherwise. Use enough studs to match or exceed beam width unless noted otherwise. Manufactured Trusses: Unless stick framing is specified on structural drawings, wood trusses are to be engineered D Floors 40 psf 12 psf rock. In wet weather conditions, fill should have less than 5% fines. Soils with an over-optimum moisture content Headers: Unless noted otherwise, headers to be 4x10 D.F.2, (2) 2x10 D.F.2, or 6x8 D.F.1 by a truss manufacturer. If truss layout is not provided by truss manufacturer, the engineer assumes that trusses all (� should be scarified (i.e. turn over the soil) and dried during periods of dry weather or replaced with drier structural fill. bear on exterior walls and do not bear on interior walls. Trusses and truss connections/hard-ware to be in o Decks & Balconies 60 psf 10 psf Glued Laminated Members: Glulam beams (GLB) shall be Douglas Fir-Larch, 24F-V4, dry use only accordance with truss manufacturer's requirements. Do not modify or cut trusses without approval of truss w co\l o Surface Drainage: Finished grades are to be at least 6" below top of stem wall. Lots shall be graded to drain surface Lumber: lumber offers certain structural over conventional sawn lumber. All o Ground Snow Load 25 psf - EngineeredEngineeredadvantagesmanufacturer. N water away from foundation walls. The grade shall fall a minimum of 6 inches within 10 feet. If 6 inches of fall is not engineered lumber must be APA approved. Install per the aforementioned codes and relevant manufacturer's Q CO I I Exterior Wall - 12 psf possible, grade shall be sloped min 2 percent away from the building. installation guides for each type: Girder Trusses: Truss manufacturer to be responsible for placement of girder trusses. Install girder truss LGT tie 04 co Interior Wall - 10 psf down or SDWC15600 screws to secure girder trusses as detailed on structural drawings. Number of studs Footings: All footings shall conform to accompanying structural details. Specified footing dimensions are minimums • Wood I-Joists: Used extensively in floor and roof framing (Trus Joist TJI's typically specified) Interior Partition - 8 psf unless noted otherwise. Bottom of footings to be below frost zone (18"). • Laminated Veneer Lumber (LVL): Minimum modulus of elasticity E = 2.0x10^6 psi supporting girder truss to match plies of girder(e.g. 3-ply girder truss to bear on minimum 3 studs). Z Vertical loads come from 2015 IRC Table R301.5, Minimum Uniformly Distributed Live Loads Footing Drains: Providing adequate drainage to retaining and basement walls is imperative. Footing drains shall be • Parallel Strand Lumber(PSL): Minimum modulus of elasticity E = 2.0x10^6 psi Lateral Bracing: Contractor to install lateral bracing in roof as specified by truss manufacturer. O provided at the base of all footings and retainingwalls which will have earthplaced against them. Washed drain rock • Laminated Strand Lumber (LSL): Minimum modulus of elasticityE = 2.0x10^6psi Over-framing: Unless noted otherwise over-framingto be 2X6 24" O.C. Overframin to be bear directlyon topr N I 9 9 ( ) @ 9 must extend to within one foot of finished grade. Footing drains shall be 4" perforated pipe routed down gradient to LVL Option to GLB and PSL's: Multi-ply LVL beams may be used in lieu of PSL or GLB, provided that they are of truss below. See rafter span chart below for max spans. Manufactured truss overframing is acceptable. LU DEFLECTION LIMITS daylight, unless otherwise specified. installed according to International Beams' Technical Bulletin TB-LVL-2 Access: Attic access shall be provided per R807.1. The rough framed opening size shall not be less than 22"X30" STRUCTURAL MEMBER LIVE SNOW LIVE+DEAD Concrete: Mix and 28 day strength unless noted otherwise: • Multi-ply LVL's shall be fastened together with min (3) rows 1/4" self-tapping screws @ 18" O.C., 1.5" minimum and shall be located in a hallway or other readily accessible location. w N N • embedment required in all members. Concrete compressive strength, fc= 3,000 psi (fc shall be evaluated at 28 days or 56 days for fly ash/slag) Headers: Bearing wall headers to be 4X10 or 6X8 D.F.2 min (double 2x10 or triple 2x8 OK). > } Roof (with sheetrock ceiling) L/360 L/360 L/240 • (3) rows of 1/2" diameter through bolts @ 24" O.C. with 1/2" washers on each side is acceptable. m Y Y • Concrete exposed to weather shall have air entrainment of 6% (+/-1.5%) } Roof (without sheetrock ceiling) L/240 L/240 L/180 • The width and height of the multi-ply LVL beam must be equal or greater than the corresponding dimensions 0 O >_ O co LU • Maximum water/cement ratio = 0.50 0 called out for the respective GLB or PSL beam. FRAMING CONNECTORS "I Et p Roof (not supporting ceiling) L/180 L/180 L/120 • 25% max fly ash... 50% max slag o W W LULL Solid Sawn Lumber Option to I-Joists: Solid sawn lumber may be preferred over I-joists due to cost or other N wZ Z O Et u.1 to Floor Members L/360 - L/240 Lifts: Concrete lifts shall be poured within 60 minutes of the previous lift reasons. The following solid sawn lumber options may be used in lieu of engineering I-Joists (e.g. TJIs) without Manufacturer: Simpson Strong-Tie construction connectors are specified, however, any nationally recognized brand W c- _Z 1 U L r m J Temperature: Pour concrete at temperatures of 40 degrees and above. approval from the engineer of record. Maintain original spacing (e.g. 12", 16", or 24" O.C.) (e.g. Silver, KC, etc) may be used provided that they are equivalent in their ability to carry all applied loads in all U W a W 0 Q Z Horizontal Deflection (any case) - - L/200 D.F.2's maybe used in lieu of 9.5" TJI 210's orientations. Q Z = 0_ U Reinforced Concrete: Place all reinforcing per plans, details, and applicable code requirements. Lap all continuous • 2x10 . . 0 w 0 < cn The above maximum deflection limits are required by 2015 IRC Table 1604.3 bars 48 X bar diameter minimum. For a typical continuous #4 bar (diameter = 0.5") the rebar lap is equal to 48 X 0.5" • 2x12 D.F.2's may be used in lieu of 11-7/8" TJI 210's Installation: All prefabricated items shall be installed in strict accordance with the manufacturer's recommendations Higher limits (less deflection) may be used at the engineer's discretion. = 24" minimum. Reinforcing bars, bolts, anchors, etc shall be securely tied in position prior to concrete placement. Wood Structural Panels: American Plywood Association (APA) rated sheathing is required for all wood structural and requirements (locations, exposure, end and edge distances, fasteners, etc.). V, Reinforcing steel shall be free of rust and coatings. panels. Unless noted otherwise, the wood panel for each situation is: Simpson Connectors: Unless noted otherwise on the structural drawings and details, the following Simpson Anchor Bolts: Provide 5/8" diameter x 10" long wet-set or expansion anchor bolts @ 4' O.C. and within 6-12" of • Roof Sheathing: 1/2" CDX (plywood with moisture resistant glue - highly recommended), CD (plywood), or Strong-Tie construction connectors shall be used: REFERENCE CODES & STANDARDS corners with 3"x3"x0.229" square washers. 7" minimum anchor bolt embedment required. 7/16" OSB (oriented strand board), with ply clips or T&G (tongue and groove). Nail with 10d nails at 6" O.C. g �� • International Residential Code, IRC 2015 Adhesive Anchors: Unless noted otherwise, epoxy anchors in concrete with Simpson SET-XP or Hilti HIT-HY 200-R or along edges, 12" O.C. in the field, no blocking required • Post Caps: CBTZ, PCZ/EPCZ, BC/BCS, CC, CCQ, ECC, ECCQ 4/ • Washington State Building Code, SBC 2015 equivalent epoxy, installed per manufacturer's guidelines. For extreme temperature applications, when long-term • Prescriptive Exterior Wall Sheathing: 7/16" OSB or 15/32" CD ply, 8d nails at 6" O.C. along edges, 12" O.C. in • Post Bases: CPTZ, CBSQ, PB/PBS, ABA/ABU/ABW � • National Design Specification for Wood Construction, NDS 2015 temperature exceeds 110 F or is less than 0 F, use Simpson Set-3G. the field, no blocking required. All exterior walls to be sheathed per prescriptive requirements noted above • Joist Hangers: LUS/LU/U/HU/HUC, JB, HUTF/HUSTF (top-flange) • Wood Frame Construction Manual, WFCM 2015 Waterproofing: Waterproof all basement walls and slabs on grade. It is highly recommended to use asphalt unless explicitly noted as a shearwall waterproofing sealer or Eucon Vandex AM-10 crystalline admixture. These waterproofing agents shall be installed per • Prescriptive Interior Wall Sheathing: 1/2" Drywall (Gypsum Wall Board - GWB , screwed with 1-1/4" Type W or • I Joist Hangers: IUS/MIU, ITS/MIT/HIT (top-flange) 4/ • Building Code Requirements for Structural Concrete, ACI 318-14, p g B' p g g p p 9 Y ( Yp ) Yp • Minimum Design Loads for Buildings And Other Structures, ASCE 7-16 the manufacturer's recommendations. At cold-joints, water-stops are highly recommended. S screws at 7" O.C. along edges, 7" O.C. in the field • Beam Hangers: HU/HUC/HUCQ/HGUS, LEG/MEG/EG (top-flange) Steel Construction Manual, 15th Edition, AISC 2015 • Floor Sheathing: 3/4" CD or OSB, nailed with 8d nails at 6" O.C. along edges, 12" O.C. in the field. glued with • Rafter Hangers: LSU/LSSR/LSSJ, LRUZ �,-` • SLAB ON GRADE construction adhesive prior to nailing, no blocking required (unless noted otherwise) • Truss and Rafter Connection: H1, H2.5A, or SDWC15600 at each heel to double plate Shear Walls: See shear wall plans and shear wall table for sheathing grade, thickness, and nail spacing. • Holdowns: HDU/DTT with SSTB, STHD14, STHD14RJ Floor-to-floor Strap-Ties: HDU2, MST48 O GENERAL REQUIREMENTS Control Joints: Control joints (expansion, cold, or saw-cut) at 8'-12' O.C. required to mitigate shrinkage cracking. Stairs: Refer to R311.7 for stair framing and other requirements Rebar or woven wire mesh (if installed)shall break at all control joints. Saw-cut joints within 12 hours of pour. Fastener Requirements: The number and size of fasteners connecting wood members shall not be less than that A. Codes: All materials and work shall adhere to the minimum requirements of the Reference Codes & Standards Advanced Framing: Unless specifically approved by the engineer of record, advanced framing is not allowed. set forth in IRC Table R602.3 fastenin schedule10 listed above. Contractor shall be responsible to comply with OSHA, State Labor, and Industry Standards. Garage Slabs: Unless noted otherwise, garage slab shall be 4 concrete slab over 10 mil poly vapor barrier over 4 Advanced framing may be a cost-effective and structurally adequate alternative to conventional framing, but ( g ) Contractor assumes full responsibility of construction methods used, safety provisions employed, and the compacted granular fill. Rebar or woven wire mesh is optional unless specifically required: OK to use #3 rebar at 24" additional precautions must be taken. Advanced framing shall conform to the construction standards outlined in Exposure: Any hardware or fasteners exposed to the elements shall be heavy duty galvanized or stainless steel in m finished condition of the structure. O.C. each way or 6x6xW1.4 woven wire mesh. APA's Advanced Framing Construction Guide (available on www.apawood.org). accordance with IRC 317.3 Construction Personnel: Only competent personnel familiar with construction and safety practices relevant to the Living Area Slabs: Unless noted otherwise, interior slabs shall be 4" concrete slab over 10 mil poly vapor barrier over Studs at Opening: Refer to table R603.7(1) to determine the number of jack and king studs required at each end of Staples: For roofs, floors and walls, the IRC permits 16 gage wire staples with a min 7/16" dia. crown (per Table 2 0 project should be employed to assemble and construct the work. 2" rigid insulation (where insulation is required)over 4" compacted granular fill. an opening. Refer to table R603.7(2)for connection requirements. R602.3(1)footnote b). I- U Reinforcing: Reinforcing bars or woven wire mesh shall be placed 1-1/2" above the bottom of the slab. Exterior Stud Walls: Use 2x6 studs @ 16" O.C. unless noted otherwise. 2x6 exterior stud walls are typically 0 rn z Construction Methods and Project Safety: The project drawings and specifications represent the finished desirable for insulation/energy code reasons (i.e. not structural reasons). rn structure and do not indicate methods, procedures, or sequence of construction. The builder must take Curing: Use water or membrane cure immediately after initial set for a minimum of 7 days. For water cure, hose it SPAN TABLES N 0 6 O necessary precautions to maintain and ensure the integrity of the structure during construction. Bradley down and keep it wet. For membrane curing, wet the concrete then cover with an impermeable membrane (e.g. Interior Walls: Minimum 2x4 studs @ 16" O.C., unless required for plumbing/utility reasons f n N 2 Z o z Engineering, Inc. will not enforce safetymeasures or regulations, nor will the owner or designer. Therefore, the visqueen) or liquid membrane curing compound. Provide shade for concrete during curing. Wood Stud Holes & Notching: For wood studs 12' and less, it is permissible to cut notches and holes per the Please use the members specified on the structural drawings. Owner/contractor may substitute these members in V 2 rn O Z Z g g following requirements. Notch/hole size shall not exceed the following max percentage of stud width: lieu of the originally specified members. The following joist and rafter span charts may be used to specify member z O Q U Q o LLLI contractor shall design, construct, and maintain all safety devices and follow all pertinent regulations. Drainage: Garages, porches, and surfaces that are required to drain shall be sloped 1/8" per 1'or 1/4" per 1' g q g p g - U � U l- � Z • Bearing walls: Hole -40% of total stud width, Notch - 25% of total stud width sizes, provided that the relevant loading conditions (below) are met. For questions on interpreting the charts or for - C3 Z H __ Temporary Support: The builder must provide adequate temporary support to all walls, roofs, beams, and floors Concrete Topping: Concrete topping can not be installed on floors unless specifically detailed on the structural ° ° members which do not satisfy the charts' loading conditions, contact the engineer of record. Z w I- C� during construction. Design of these supports are not included unless specifically shown. Contractor is drawings. The concrete topping shall be installed per manufacturer's specifications. The topping shall not exceed • Non-bearing walls: Hole - 60/° of total stud width, Notch -40% of total stud width u.J Z Q O w Q Z >_1 responsible for the adequacy of all temporary support systems. 1-1/2" in thickness and shall be less than or equal to 18 psf(i.e. 2 psf per inch). • In all cases, hole edges must be at least 5/8" from edge of the stud U J O I Z Y W Specifications: All notes, call-outs, and details included within this design package are required unless Non-Bearing Interior Wall to Slab Connection: Interior walls shall be connected to concrete slab with minimum • OK to drill up to 1" diameter hole for studs up to 16' tall. Hole to be 5/8"from edge of stud. z Z_ W C9 O 1/2"x5-1/2" long anchor bolts @ 6' O.C.. Wet-set, epoxied, expansion, or screwed (Simpson Titen HD) anchor bolts • See IRC Figure R602.6 1 for visual description of stud holes & notching FLOOR JOIST OR BEAM - W W Z p specifically noted otherwise. g ( ) p g DEFINITION OF CLEAR SPAN: f I� w J Z are accpetable. If interior wall is not specifically denoted as a shear wall, it is acceptable to use 1/4"x4" split pins @ DISTANCE FROM INSIDE OF v Z_ W (D = Z ry Verification: Verify all dimensions, elevations, and site conditions before starting work. 32" O.C. or 1/4"x4"Titen screws @ 32" O.C. BEARING POINT TO INSIDE OF DECKS & BALCONIES BEARING WALL BEARING WALL Z LLi m Z 0 CO OPPOSITE BEARING POINT Errors: The contractor is responsible to check the plans and site conditions and to notify the ,*_.z-BEARING BEAM OR BEAM (i.e.UNSUPPORTED DISTANCE) w Z W } °tS a U� architect/desi ner/en ineer/owner of anyerrors or omissionsprior to the start of construction. Guardrails: Unless noted otherwise and detailed, guardrails to meet R312.1.2. Guardrails shall be 36" high min with Z ~ w w g g CRAWL SPACE max opening size so that a 4" sphere cannot pass through. Guardrails shall be designed to withstand a 00 lb point / CLEAR SPAN (C.S.) / W W W J Z J Conflicts: Notes and details on the structural drawings take precedence over the Standard StructuralJ J fl le) 10 O < W Vapor Barrier: Cover entire crawl space with class I vapor retardant (i.e. polyvapor barrier - 6 mil required, 10 mil load applied in any direction and at any location on the top rail and shall be designed to withstand a uniform load of �i W p p l- r` Q 1 U Specifications and typical details. Written dimensions take precedence over scaled drawing dimensions. p p p ( � p q a highly recommended). Extend 6" up foundation walls minimum. 50 lb/ft applied horizontally to the top rail. Contractor/owner/inspector to physically verify (e.g. push & pull on top J Q Q cn to r co Structural notes and details on the structural drawings take precedence over the architectural drawings. IY m w i rail)that the guardrails meet the IRC loading requirements mentioned above. op Access: Access shall be provided to all under-floor spaces. Access openings through the floor shall be a min 18 ENGINEERED I-JOIST (TJI) SIZING m io © p Q Changes: Written approval from the engineer of record is required for any structural changes to the provided Attachment to House: All deck ledger connections shall conform to the details outlined on structural drawings. 0 W 1 p 0 2 drawings. Changes may be made 'in the field' with consent of Bradley Engineering. Please provide a red-lined inches by 24 inches. Openings through a perimeter wall shall be min 16 inches by 24 inches. 9 _ W Foundation Ventilation: Provide min 1 square foot of crawls ace ventilationper 150 square feet of crawl space area. For decks over 30" above grade, deck tension tie's are required: MAX CLEAR SPAN MAX CLEAR SPAN C > ,_ © > C O drawing or sketch of desired change(s) to provide context and applicable information prior to contacting q p q pMEMBER (TJI) MEMBER (TJI) Q < O Et fl engineer. Please contact the engineer who performed the engineering for your project as noted on this drawing. Space vents evenly to provide cross ventilation. Cover with$" corrosion resistant mesh screen. • DTT2Z- (1) at each end of the deck (2 total) WITH 5/8" GYPSUM WITHOUT GYPSUM m 0 co 0 LL d O The engineering for this project was completed by P. FINFROCK whose phone number is (360) 305-7974. • DTT1Z- (4) equally spaced along the length of deck 15'-5" - 9-1/2" TJI 210 14'-2" 9-1/2" TJI 210 Hot Tubs on Decks: DO NOT INSTALL HOT TUBS ON DECKS unless specifically designed for hot tub. 18'-5" - 11-7/8" TJI 210 17'-1" 11-7/8" TJI 210 Substitutions: If connector or lumber product substitutions are desired, contractor shall provide manufacturer's 19'-8" 11-7/8" TJI 360 18'-6" 11-7/8" TJI 360 evaluation reports of proposed substitutions to the engineer/owner for approval. ALLOWABLE HOLES - I-Joists & I-Rafters Waterproofing: Bradley Engineering is not responsible for adequacy of waterproof membranes on decks which cover living space. 20'-5" 14" TJI 210 19'-4" 14" TJI 210 Z Member Size: The member dimensions (e.g. depth and width of beams, columns, etc.) specified in these Minimum distance from hole to support.See Table A below Up to 1-1/2"hole may be cut anywhere 211-7" - 14" TJI 360 20'-5" 14" TJI 360 0 drawings are structural minimums. It is acceptable to increase the size above what is specified. - No holes in out-side of hatched zone. For holes larger STAIRWAYS 22'-0" - 16" TJI 210 20'-10" - 16" TJI 210 than 1-1/2"diameter,refer to Table A )( flange of I-Joist Similar work: Where construction details are not shown or noted for any part of the project, the area shall be L- 3.. Assuming zi Plywood glued and nailed to top surface. Gypsum and no gypsum bottom surface option is given above Q constructed in the same manner as similar work shown on the drawings. .oo• Stairs: Refer to R311.7 for stairway requirements g :,,, Loading conditions: Live load = 40 psf; dead load = 10 psf; L/480; TJ Pro Rating = 42, Dry-use; 16" O.C. spacing 0 Modification of Structural Members: Cuts, notches, and holes bored in trusses, structural composite lumber, 16. O 6"= Handrails: Unless noted otherwise and detailed, handrails to meet R311.7.8. glue-laminated members, or I-joists are prohibited except where permitted by the manufacturer's - _,I LL 6" Li 2 x Di Di Closely grouped round L2 2 x L2 D2 6" 6" recommendations or as shown on this page. (See ALLOWABLE HOLES) No holes in minimum holes are allowable if the_ minimum SOLID SAWN JOIST SIZING DECK JOIST SIZING 0 --/- hatched zones group meets requirements ,,L w Scope of Work: The scope of work of Bradley Engineering, Inc. is limited to the structural engineering and for round or square holes analysis pertaining to the subject structure. Bradley Engineering, Inc. takes no responsibility for items not Table A - Minimum Hole Distance From Support MAX CLEAR SPAN MEMBER (D.F.2) MAX CLEAR SPAN MEMBER (P.T.) w s ecificall addressed in the drawings, calculations, or call-outs. ALLOWABLE HOLES - Solid or En . Lumber ,. (n Q P Y 9g 5-6 2X4 D.F.2 5-0 2X4 P.T. JOIST TJI Rating** ROUND HOLE SIZE RECTANGULAR HOLE SIZE z 9Bradley Engineering, design, inspection, 210 ge dt) 2" 3" 4" 2" 3" a" 8'-9" - 2X6 D.F.2 7' 6" - 2X6 P.T. J Completion of Work: Submittal of these structural drawings to the client completes the present scope of work DEPTH (Flange Width) and budget of En Ineerin Inc. Other consultation, calculations, sketches, etc. after 11'-6" 2X8 D.F.2 10'-0" - 2X8 P.T. Q 1'-0" 1'-6" 2'-6" 1'-0" 2'-0" 2'-6" No holes in 8X diameter of the Ok to completely- w submittal of this report shall be billed on an hourly basis. sY„ 360(2-5/16") 1'-6" 2'-0" 3'-0" 1'-6" 2'-6" 3'-6" hatched areas largest hole (min) Allowable remove this area 14' 9" - 2X10 D.F.2 12'-9" - 2X10 P.T. 0 Q N 11�/$' 210(2-1/16") 1,-0" 1'-6" 2'-0" 1'-o° 1'-6" 2-6" u8 8x o hole zone L/8� 17'-6" - 2X12 D.F.2 15'-9" - 2X12 P.T. D - 360(2-5/16") 1'-6° 2'-0° 3'-0° 1'-6" r-s° 3'-s° 19'-6" 2X14 D.F.2 18'-0" 2X14 P.T. 210(2-1/16") 1'-0" 1'-0" 1'-0" 1'-t)" 1'-0" 2'-0" T y W STRUCTURAL STEEL D/4 0 14" 360(2-5/16") 1'-0" 1'-0" 1'-6" 1'-0" 1'-6" 2'-6" D/2 ///j D/2 v w D D/2 J O �l Loading conditions: Live load = 40 psf; dead load Loading conditions: Live load = 60 psf; dead load = 10 psf; W Q Grade: Unless noted otherwise, the grade of steel members is as follows: • DO NOT,under any circumstances,cut or notch joist flanges(don't even think about it) /.� = 10 psf; L/480; Dry-use; 16" O.C. spacing L/360; Wet-use; 16" O.C. spacing; No tapered joists! CK z (� • Leave Y8"of web(minimum)at top and bottom of hole(i.e.do not cut within 1/8"of flange) L /Dm /// /////}D/////////// , Q • Wide flange (W) ASTM A992 Steel Fy = 50 ksi Fu = 65 ksi O _ • Round or rectangular holes allowed according to Table A �L/4� L/2 /-L/4 v J • HSS Tube (HSS) ASTM A500, Grade B or better. Fy = 46 ksi Fu = 58 ksi • 1-1/2"max hole size in cantilever ROOF RAFTER SIZING I-L CO • Ok to cut web in a similar fashion for any manufacturer's I-Joists.For Table A,Use Flange Width instead of TJI Rating o 0 W • Channels, plates, angles ASTM A36, Fy = 36 ksi Fu = 58 ksi. May want to refer to joist manufacturer's specifications and requirements Hole Size: The hole diameter should not exceed 2" • Bolts ASTM A325 or better _A,_ or 1/10 the beam depth, whichever is smaller. MAX CLEAR SPAN MEMBER MAX CLEAR SPAN MEMBER f Z 0 II- D.F.2 D.F.2 TJI TJI Q = 0 0 • Anchor bolts ASTM F1554 or better JOIST CONVERSION CHART • These guidelines are applicable to glued-laminated, solid sawn, and engineered 6'-10" - _2X4 D.F.2 19'-0" • 9-1/2" TJI 210 z I- E 0 • #4 Rebar& Smaller Grade 40 (Fy = 40 ksi or better) lumber headers,joists, rafters, etc) 10'-4" - 2X6 D.F.2 22'-3" - 11-7/8" TJI 210 Trus Joist Pacific Woodtech Boise Cascade RoseburgRed Built LP (beams, N Q • #5 Rebar& Larger Grade 60 (Fy = 60 ksi or better) TJI 210 PWI 47 ---- BCI 6000 ---RFPI 400---Red-I 45--LPI 530 • Uniform loads only, no point loads 13'-2" - 2X8 D.F.2 25'-0" - 11-7/8" TJI 360 Q 0 Lf) THICKER z Connections: Unless noted otherwise, steel to steel connections to be 1/4" continuous fillet weld. All structural TJI 360 PWI 70 �- BCI 60 RFPI 70 -- - LPI 36 • Round holes only 16'-3" - 2X10 D.F.2 24'-3" - 14" TJI 210 ~ FLANGE • No holes in cantilevers U Cr) Q steel to be fabricated in accordance with the AISC manual of steel construction, latest edition. WIDTH PWI 77 RFPI 70a Red-I 65 18-10 - 2X12 D.F.2 28-6 14" TJI 360 • DO NOT cut, notch, or drill holes in headers or beams except as indicated in sketch 20'-11" 2X14 D.F.2 25'-9" 16" TJI 210 Welding: Steel welding to be done using E70 electrodes, and conform to AWS D1.1, latest edition. ► TJI 560~- PWI 90 BCI 90 RFPI 90 • -Red-I 90~- LPI 56 Washers: Provide standard washers under all nuts and anchor bolts OK to substitute the joists specified on drawings (TJI's)with joists listed in this table. Match the original Loading conditions: Snow load = 25 psf; dead load = 10 psf; L/240; Dry-use; 24" O.C. spacing S 3 of 3 depth and spacing. OK to use thicker flange width than specified (e.g. use TJI 360 instead of TJI 210) DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE