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Plans GENERAL SPECIFICATIONS WHERE APPLICABLE UNLESS OTHERWISE NOTED ON DRAWINGS STAIRWAYS 2 Etf'1 s6g" ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE UBC,IRC �goa � 5� SPECIIAL STRUCTURAL REQUIREMENTS MR LOCAL BUILDING CODES IN THE AREAAY1ERE THE HOUSE WILL BE BUILT. MAX.RISE BE REQUIRED IN YOUR AREA BASED WIDTH TO BOE 6IEN IN.MIN.RUN 9 IN.MIN.HEAD ROOM TO BE 6'-8 AND MIN. OFFICE COPY =8v,,i,6 8� ON HIGH WINDS,SNOW LOADS,EARTHQUAKE ZONES,BEARING SOIL PRESSURE,ETC. WINDING AND CURVED STAIRWAYS ARE TO HAVE A MIN.INSIDE TREAD OF 6 IN. N"Sw 4111; CONSULT WITH YOUR LOCAL BUILDING OFFICIALS BEFORE CONSTRUCTION BEGINS. HANDRAILS ARE TO BE FROM 34 TO 36 IN.ABOVE TREAD NOSING AND INTERMEDIATE Sgeg�a• g RAILS ARE TO BE SUCH THAT NO OBJECT 4 IN.IN DIAMETER CAN PASS THROUGH. mW 34,'g3hr SIGNERSWEST CANNOT WARRANT COMPLIANCE WITH ANY SPECIFIC CODE OR tmisw� PgaNB REGULATION.THESE PLANS MAY HAVE TO BE MODIFIED BY A LOCAL ARCHITECT ALL UNENCLOSED FLOOR AND ROOF OPENINGS,BALCONIES,DECKS AND PORCHES 2 Fyk�< wgw OR DESIGNER TO COMPLY WITH SPECIFIC BUILDING CODE REQUIREMENTS IN YOUR AREA. MORE THAN 30 IN.ABOVE GRADE SHALL BE PROTECTED BY A GUARDRAIL NOT LESS mggga�¥ DESIGNERSWEST SHALL NOT BE HELD LIABLE FOR ANY ERRORS OR OMISSIONS OF THE THAN 36 IN.IN HEIGHT WITH INTERMEDIATE RAILS OR DIVIDERS SUCH THAT NO OBJECT tflL g.° i-g< 9 IN.IN DIAMETER CAN PASS THROUGH. <ggH INFORMATION CONTAINED IN THESE DRAWINGS.ALL CONSTRUCTION TO BE PERFORMED g ,23g!gW2 BY TRAINED EXPERIENCED WORKERS,SKILLED IN THEIR TRADE. ROOF j SSSggeW- sa m�' 8!Il&g§„ i COMPOSITION SHINGLES ON ROOF SLOPES BETWEEN 4 TO 12 AND 7 TO 12 SHALL s gw 3m i-gS g. HAVE AN UNDERLAYMENT OF NOT LESS THAN 15 LB.FELT.FOR SLOPES FROM 2 TO zg,S%w62,,,g 12 TO LESS THAN 4 TO 12,BLDG.DEPARTMENT APPROVAL OF ROOFING MFGS.LOW o fFk g EE.2 FOUNDATION SLOPE INSTRUCTIONS ARE REQUIRED. � �wo ;8= CONCRETE MIX TO HAVE A MIN.ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT SHAKE ROOFS REQUIRE SOLID ROOF SHEATHING WITH AN UNDERLAYMENT OF NOT LESS ,!K.F A3 ��`'"g 28 DAYS.ALL FOOTINGS TO BE THAN 15 LB.FELT iIi 2 ORGANIC MATERIAL.BOTTOM OF FOOTING MUST BE LOCATED BELOW FROST LINE. LESS THAN 4 TO 12,SPECIAL APPROVAL S REQUIRED. 30 LB.FELT,FOR SLOPES o € 3 35 fig'*'1 g�6g<w FOOTING SIZE TO BE ULTIMATELY DETERMINED BY LOCAL BEARING CAPACITY OF SOIL WHERE ROOF TRUSSES ARE USED THEY MUST BE PREMANUFACTU D STATE APPROVED. �2�N:is 8g�m*"g AND A MINIMUM OF 36 INCHES BELOW FINISHED GRADE. THEY ARE TO BE PLACED 24"ON CENTER WITH DIAGONAL BRACING AND CO ACCEPTED TIE J r ,,: ,E2g!; FOUNDATION MUD SILLS,PLATES,AND SLEEPERS ARE TO BE PRESSURE TREATED OR AND INSTALLED PER TRUSS ENGINEERS SPECIFICATIONS. ggo. �4 a � m82N - OF FOUNDATION-GRADE REDWOOD.ALL FOOTING SILLS SHALL HAVE FULL BEARING ON INSTALL SIMPSON H-1 HURRICANCE ANCHORS AT EACH TRUSS. �D s/��` � brag THE FOOTING WALL OR SLAB AND SHALL BE BOLTED TO THE FOUNDATION WITH MINUMUM PLYWOOD ROOF DECKING TO BE 5/8"CDX. \ Yv 1/2 X 10"BOLTS EMBEDDED AT LEAST 7 IN.INTO THE CONCRETE OR REINFORCED MASONRY,OR 15 IN.INTO UNREINFORCED GROUTED MASONRY.BOLTS SHALL NOT ij BE SPACED MORE THAN 6 FT.ON CENTER WITH BOLTS NOT OVER 12 IN.FROM CUT CHIMNEY/FIREPLACE / END OF SILLS. MASONRY CONSTRUCTED CHIMNEYS EXTENDING MORE THAN 7 FT.ABOVE THE 'ST I/ cn CRAWL SPACE SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY ANCHORAGE POINT MUST HAVE NOT LESS THAN#4 STEEL REINFORCING BARS-LACED5 Z OPENINGS WITH A NET AREA NOT LESS THAN 1 1/2 SQ.FT.FOR EACH 25 LINEAR VERTICALLY FOR THE FULL HEIGHT OF THE CHIMNEY WITH HORIZONTAL TIES N+T LESS 0.FT.OF EXTERIOR WALL.ACCESS TO CRAWL SPACE IS TO BE A MIN.OF 18"x 24". THAN 1/4 IN.DIAMETER SPACED AT NOT OVER 18 IN.INTERVALS.IF THE WIDTH I _p F THE ACCESS TO CRAWL SPACE IS TO BEA MAXIMUM OF 18 X 24 INCHES. CHIMNEY EXCEEDS 40 IN.TWO ADDITIONAL#4 VERTICAL BARS SHALL BE PROVI'ED FOR I Q PROVIDE 4 INCH CONTINUOUS FOUNDATION DRAIN TILE AROUND PERIMETER OF EACH ADDITIONAL 40 IN.IN WIDTH OR FRACTION THEREOF.ALL MASONRY CHIM YS 1. 0 FOUNDATION PER CODE..ALL WOOD EXPOSED TO WEATHER OR WITHIN 18"OF FINISHED OVER 18 FT.HIGH SHALL BE ANCHORED AT EACH FLOOR AND/OR CEILING LINE M•-E GRADE OR BEARING DIRECTLY ON CONCRETE OR MASONRY SHALL BE PRESSURED THAN 6 FT.ABOVE GRADE,EXCEPT WHEN CONSTRUCTED COMPLETELY WITHIN TH �q) V TREATED WOOD.SLOPE GRADE AWAY FROM HOUSE AT 6 INCHES FOR FIRST 10 FEET. EXTERIOR WALLS OF THE BUILDING.PREFABRICATED FIREPLACES AND FLUES ARE TO= LU BASEMENT FOUNDATION WALLS SHALL BE 8 IN.MINIMUM WIDTH. U.L.APPROVED AND INSTALLED PER MANUFACTURERS INSTRUCTIONS. \ d FRAMING - U) ALL JOISTS,RAFTERS,BEAMS AND POSTS 2 TO 4 IN.THICK SHALL BE NO.2 GRADE SAFETY J DOUGLAS FIR-LARCH OR BETTER.ALL POSTS AND BEAMS 5 IN.AND THICKER SHALL ALL SLEEPING AREAS TO HAVE AN EMERGENCY ESCAPE WINDOWS TO SATISFY MINMUM EGRESS CODE Q BE NO.1 GRADE DOUGLAS FIR-LARCH OR BETTER. GLASS SUBJECT TO HUMAN INPACT IS TO BE TEMPERED GLASS. W UNTREATED BEAMS BEARING IN CONCRETE OR MASONRY WALL POCKETS SHALL HAVE EVERY DWELLING SHALL BE PROVIDED WITH APPROVED DETECTORS OF PRODUCTS OF Z AIR SPACE ON SIDES AND ENDS.BEAMS ARE NOT TO HAVE LESS THAN 4 IN.OF COMBUSTION MOUNTED ON THE CEILING OR A WALL WITHIN 12 IN.OF THE CEILING !1J BEARING ON MASONRY OR CONCRETE. AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO AND CD JOISTS ARE TO HAVE NOT LESS THAN 1 1/2 IN.OF BEARING ON WOOD OR METAL NOT OVER 12 FT.FROM ROOMS USED FOR SLEEPING.WHERE SLEEPING ROOMS ARE NOR LESS THAN 3 IN.ON MASONRY.JOISTS UNDER BEARING PARTITIONS ARE TO BE ON UPPER LEVEL,THE DETECTOR SHALL BE PLACED AT THE HIGH AREA OF THE DOUBLED.FLOOR JOISTS ARE TO HAVE SOLID BLOCKING AT EACH SUPPORT AND AT CEILING NEAR THE TOP OF THE STAIRWAY.INSTALL 5/8 INCH FIRE CODE DRYWALL ON ENDS EXCEPT WHEN THE END IS NAILED TO A RIM JOIST OR ADJOINING STUDS. WALLS BETWEEN HOUSE AND GARAGE.PROVIDE 1 3/4 INCH SOLID CORE SELF-CLOSING JOISTS 2 X 14 OR LARGER ARE TO HAVE BRIDGING AT MAX.INTERVALS OF 8 FT. DOOR BETWEEN GARAGE AND DWELLING AND 1/2"TYPE X GYPSUM BOARD ON GARAGE CEILING. RAFTER PURLIN BRACES ARE TO BE NOT LESS THAN 45 DEGREES TO THE HORIZONTAL. RAFTERS,WHEN NOT PARALLEL TO CEILING JOISTS ARE TO HAVE TIES THAT ARE 1 X 4 MIN.SPACED NOT MORE THAN 4 FT.ON CENTER. ENERGY PROVIDE A DOUBLE TOP PLATE WITH A MIN.48 IN.LAP SPLICE. RIM JOIST MUST BE INSULATED TO A MIN.OF R-19.USE FOIL FACED FOAM OR PROVIDE A SEALED I. METAL TRUSS TIE-DOWNS ARE TO BE REQUIRED FOR MANUFACTURED TRUSSES. VAPOR BARRIER OVER FIBERGLASS INSULATION.BATHROOM,KITCHEN AND DRYER TO VENT DIRECTLY OUTSIDE. CO FIRE BLOCKING SHALL BE PROVIDED FOR WALLS OVER 10 FT.IN HEIGHT,ALSO FOR ATTIC VENTING PER CODE.EVERY 8 INCHES ALONG SOFFIT AND ACROSS PEAKS.ENERGY SEAL TO INCLUDE W HORIZONTAL SHAFTS 10 FT.ON CENTER,AND FOR ANY CONCEALED DRAFT OPENING. VAPOR BARRIER,ENERGY SEAL AND HOUSEWRAP.LIVING AREA EXTERIOR WALLS TO HAVE MIN.R-23 INSULATION. A SELF-CLOSING DOOR BETWEEN THE GARAGE AND DWELLING IS TO BEA MIN.1 3/8 LIVING AREA CEILING TO HAVE R-52 BLOWN INSULATION.GARAGE WALLS TO HAVE R-23 BATT INSULATION. SOLID CORE CONSTRUCTION. GARAGE CEILING TO HAVE R-30 BLOWN INSULATION.DOORS AND WINDOWS TO BE ENERGY STAR EQUIVALENT. m CO CERAMIC TILE OR APPROVED MATERIAL IS TO BE USED IN A WATER SPLASH AREA. 6 MIL GROUND COVER IN CRAWL SPACE.CORROSION RESISTANT FLASHING SHALL BE PROVIDED ON EXTERIOR N A POSITIVE CONNECTION BETWEEN POST,BEAMS AND FOOTINGS TO ENSURE AGAINST WINDOWS AND DOOR OPENINGS.INSULATE HOT WATER TANK TO R-11 MIN.HOT WATER LINES TO R-4 MIN. w I. L. UPLIFT AND LATERAL DISPLACEMENT.UNTREATED POSTS SHALL BE SEPERATED FROM ALL RECESSED LIGHTS IN EXTERIOR CEILINGS TO BE INSULATED.PROVIDE SEPARATE CIRCUIT FOR MICROWAVE. o W CONCRETE OR MASONRY BY A RUST-RESISTANT METAL PLATE OR IMPERVIOUS PROVIDE THERMOSTATICALLY CONTROLLED FAN IN ATTIC.ALL FANS TO VENT TO OUTSIDE AIR WITH > MEMBRANE AND BEAT LEAST 6 IN.FROM ANY EARTH. AUTOMATIC DAMPERS.PROVIDE ATTIC VENTILATION AT A RATE OF ONE SQ.FT.PER 300 SQ.FT. r z FIRESTOPPING TO BE PER CODE.BRACE ALL EXTERIOR WALLS PER CODE a fn cn SHEAR WALL TO BE 3/8 CDX PLYWOOD APPLIED HORIZONTALLY. LIGHT/VENTILATION• V CC>el- 41 bust 51nQ -� D1 St-L19X MIN.WINDOW AREA TO BE 1/10 FLOOR AREA WITH NOT LESS THAN 10 SQ.FT. Z (n FOR HAEITABLE ROOMS AND 3 SQ.FT.FOR BATHROOMS AND LAUNDRY ROOMS. MINIMUM HEADER SIZES(INSERT RIGID INSULATION IN BETWEEN ALL EXTERIOR HEADERS) C.4-� (EVERY SLEEPING ROOM IS TO HAVE A WINDOW OR DOOR FOR EMERGENCY EXIT. p Q 2'-4'SPANS USE(2)2 x 4 WINDOWS SHALL HAVE AN OPENABLE AREA OF NOT LESS THAN 7 SQ.FT.WITH NO 4'-6'SPANS USE(2)2 x 6 DIMENSION LESS THAN 22 INCHES. 6'-8'SPANS USE(2)2 x 8 ALL GLASS WINDOWS OR DOORS SHALL BE TEMPERED GLASS FOR HUMAN IMPACT. 8'-10'SPANS USE(2)2 x 10 ATTIC VENTILATION IS TO BEA MIN.OF 1/300 OF THE ATTIC AREA. DATE: 10'-12'SPANS USE(2)2 x 12 BATHROOM AND KITCHEN FANS AND DRYERS ARE TO VENT DIRECTLY OUTSIDE. GARAGE HEADERS 8/22/2015 8'-9'SPANS USE(2)1 3/4 x 11 7/8 LVL LUMBER ELECTRICAL 16'SPAN USE(3)1 3/4 x 14 LVL LUMBER ALL ELECTRICAL INSTALLATIONS TO BE LATEST EDITION OF NEC CODE.INSTALL GROUND FAULT CURRENT INTERRUPTER. SHEET ON EXTERIOR,GARAGE,KITCHEN AND BATHROOM OUTLETS.PROVIDE VENTILATION FAN IN BATHROOM FOR A MINMUM AIR CHANGE EVERY 12 MINUTES.PREWIRE FOR TV AND TELEPHONE IN KITCHEN FAMILY ROOM,LIVING ROOM AND IN EVERY BEDROOM.MAXIMUM SPACING OF OUTLETS SHALL NOT EXCEED 12 FT.ALONG WALL LINE.INSTALL LIGHTS IN WALK-IN CLOSETS. PROVDE SMOKE DETECTORS IN EVERY BEDROOM AND KITCHEN.INSTALL A CO2 DETECTOR PER CODE. Al 11 H H 21'-1" ' w < 16'-1" >I 5' 1 11111, � AI 11 I oi ' i 1 20-5 I >L 1 I Ili 1 DECK Jp I o Er? ! 5" is I-- 91-9" 3'-8" < 71 1 1 I tr i I ii i, I I 1 I v wPO 11 Q r 1 1 A A Z 1 �c�FTI a I SB390I I I a, L J I ib 0 1 BATH bill\ CLOSET J J Ce 1 I / GFC Ci e ~ LI- l 0 W Ci /x\ //y\\ W Xi il ! GFcl13(NLilFci '1F I A m1�s"t + _ - - C it �E 1" il�, 11 y 1 1 7' 3' - < 5'-8" >,< 3'-10" 2- 111 j 1 N I PI `— i 44 c- 1 I G3 .317 .��s I'1 to 1cv i 1 I N m , r \� 1 n Nil •i fb: a.- - J a 1 _ I �t�� W CV 1 ~ to 1)--v lam- C .► -1 , - �iy y ` > ig -��' I. o z .Rl CV t7 W Lul�ivi I� I W 11 0 0 L _ J 11' DATE: I —E2'-4" 3'-6" �(� —1'-10"-1'- 11-10"-1'11-10"1'-3" 3,—Y —3,-6„ 16/19/2016 < 11'-1" 10' SCALE: 21'-1" SHEET: 1st Floor A4 lili I SPECIFICATIONS: C3F• tr ' ALS (16='"/Y-41. FOUNDATION TO BE BUILT BY SKILLED BUILDERS PER LATEST IRC AND LOCAL BUILDING CODES. II PLANS SHALL BE APPROVED BY LOCAL BUILDING j i 1 1 I ' I j OFFICIALS IN AREA WHERE HOUSE WILL BE BUILT. C Q 0 ' of j ALL CONCRETE TO BE POURED ON NATURAL mi 1 I I UNDISTURBED SOIL. DRAWING DETAILSEE DECK/DETAIL j S 1 CONCRETE COMPRESSIVE STRENGTH 21'-1" I 2500 PSI @ 28 DAYS j o , ZI I EXTEND FOOTING BELOW FROSTLINE I-T R— -r r T -r r r SEE DRAWING A7 FOR FOUNDATION/FOOTING DETAIL ' 1 -� i Z 111 � REINFORCING TO BE ASTM A615 BARS • j z WITH MIN LAP OF 30 DIAMETERS. L. 11-7/8(560) TJI @ 16" O.C. GRADE AWAY FROM FOUNDATION WALLS TO FALL A i.`. (7‘,F-AP� z o MIN. OF 6"WITHIN FIRST 10'-0 F /I [/ `yam' r,-, LL r .. .1j (— • y 2 X 6 PRESSURE TREATED SILL WITH 1/2" X 10"A.B. @ _ l 4'-0 O.C.AND EMBEDDED 7" MIN INTO CONCRETE ANDL I —4111 12" MAX. FROM ANY CORNER. I-JOISTS TO BE INSTALLED TO MANUFACTURERS ' RECOMMENDED INSTALLATION PROCEDURES WITH N • , . .kkis:BLOCKING AS REQUIRED. n G-� Z 11 18"X 6" SCREENED VENTS SHALL BE LOCATED AT 10'-0 O.C.AND WITHIN 3'-0 FROM EACH CORNER. , = tt1 o PROVIDE BLOCK OUTS FOR FRONT AND REAR DOORS ' I r W � ' - �', ki i 3 rc a m W o W iii N = 11'-1" 10' _ * o 0 21'-1" DATE: 6/19/2016 SCALE: AREA 400 si ft SHEET: A5 ROOFING SPECIFICATIONS: CONVENTIONAL FRAMING IS SHOWN USE MANUFACTURED RAISED HEEL SCISSORS TRUSSES FOR VAULTED CEILING �%' '�-�„ TOP CHORD 5:12 BOTTOM CHORD 2-1/2:12 » Y o SEE WALL ROOF/WALL SECTION DETAIL(SHEET A7) i �� TRUSS MEMBER SIZES TO BE DETERMINED BY LOCAL TRUSS MANUFACTURER I ' BASED ON LOCAL SNOW AND WIND LOADS , I . __ 'I �-,la 1. TRUSSES TO BE ALIGNED OVER 2 X 6 STUD FRAMING AT 24" O.C. ii ,} 1 '11ii1111ao a l ' Z Ill 44 I I it ROOF EAVE OVERHANG TO BE 18" ff — iii TRUSS DRAWINGS SHALL BEAR A ENGINEERS SPECIFICATION. CDZ TRUSS MATERIAL TO BE STRESS GRADED D.F. NO2 I g u. LL CUTTING OF TRUSS MEMBERS OR ALTERATIONS IS NOT PERMITTED / / d op TRUSSES SHALL BE ADEQUATELY BRACED IN PROPER ORIENTATION i Ce AND ANCHORED DOWN BY APPROVED WIND HOLD-DOWN CLIPS. 4 `'. � — INSTALLATION TO FOLLOW MANUFACTURERS GUIDELINES i ��� �\�����' 1 '�� t,`` \\ '\ \-.1:''' ''",::.:1%;:a::114:-111'11::: :711111:1 .gyp fr? ' 4 4 �' \ ,' /IIID, \ T.0‘41 fl i � � �� ��'� FiI �� \\ . . �; , -. ���I �, ,of�_�- I� ,' � 'ii .I�'`\R \�''il\� it \ I\ �► .PP- lL , \IIS ,ltl I► y � ; ' Wi; I ��l�1• p ,.1 ;1 � re ' _ l ' ii i \tel-* ! rill 1 g r , en SLOPE TOP OF ggME �� ' I I NG � j 1 i= / � 4i .%-- -%-i i Oi` ej I 1 i ' I' � \ a DATE: cv.- c.vKte. 't 10/21/2017 DESIGNERSWEST IS NOT RESPONSIBLE FOR ANY COSTS OR CHARGES DUE TO ERRORS OR OMISSIONS ON THESE 14 - L.A. , SCALE: PLANS.YOU ARE ENCOURAGED TO HAVE THESE PLANS (2I-1 Ot��s EVALUATED FOR YOUR LOCAL AREA TO COMPLY WITH LOCAL CODE BASED ON WIND LOADS, SNOW LOADS, pt).44k(EV SHEET: SOIL BEARING PRESSURE AND SEISMIC REQUIREMENTS. v- A6 —DECKING ' _ 6'MAX— FOOTING SIZES 4X4 POST, 2X2 PICKETS;MAY BE PLACED ON 2X6 RAIL CAP EITHER SIDE OF GUARD ' n -t r r l ' ��r -t r -t r r r' DO NOT NOTCH FOOTING WIDTH iliBEAM SPAN JOIST SPAN MINIMUM i� SQUARE ROUND THICK w e v wo w <10' IS" 17" :NESS a [ iiiIiipp 810'-14' 18" 0 " c� � � N' -)= C7 EL *Ui MAYz SIDEoCH TOp )#8 'ny � 3u, co o a N a o u0i com SCI u Vl 8'-12' 10'-14' 22" 24" 10"- o 1H1 1418' 26" 28" I1"�� �� �' � - - ENDJOI MMIIIIIIIIIII ©o' i12'-17'-5>'—� I1Q' / 2 DIAMETER 2"MIN.TOP -14' 28" 30" 12l I 1 () ATTACH PICKETS ATTOP > ii11E1 !! THROUGH-BOLTS AND &BOTTOM () For SI: 1 inch=25 4 mm,1 foot=304.8 mm o 3 5 y * - , ` WASHERS CENTERED AND BOTTOM WITH 1 #8N litS i; g•j I–co iii W `1 ``1- RIM WOOD SCREW OR(2)8d a. Tabular values are based on 1,500 pounds per square foot(71.8 kPa) °� O' z I JOIST SPAN LENGTHS DECK JOISTS load bearing pressure. !gig 4 1 JOIST (maximum spans for southern pine') PRE-MANUFACTURED CAST IN �� I* 01821 SPACING JOIST SIZE JOISTS WITH NO JOISTS WITH \ PCEPOSTBASEAcHOR WC14 & i FOOTING CANTILEVER CANTILEVERS CENTERED ON FOOTINGTitiilpi BEAM`S BEAM SPAN BEAM (inches) ,� 01 .1• II-CANTILEVER 2 x 6 11'-1" T-5" W 12"DIAMETER S �j CANTILEVER CONCRETE STEM s gi For SI: l inch=25.4 nun 2 x 8 13'-8" I0'-9" GRADE • 4xS FIGURE R507.2 12 2 x 10 1T-5" 15'-6" A ` I. .111= •• I • DECK CONSTRUCTION . �_� co 2 x 12 18'-0" 18'-0" w J• -ROUGHEN ��! z BEAM SPAN LENGTHS' 2 x 6 9'-7" 6'-9" a N ' CONCRETE _lcJ BEAM SIZE ww • . JOINT . ! Q JOIST SPAN 2 x 8 12'-5" 10'-9" ~ . (2)2x6 (2)2x8 (2)2x10 (2)2x12 (3)2x6 (3)2x8 (3)2x10 (3)2x12 16 2 x 10 15'-10" 15'-6" , L) L <6' 7'-1" 9'-2" 11'-10" 13'-11" 8'-7" 11'-4" 14'-5" 17'-5" 2 x 12 18'-10" 18'-0" I WIDTH 0_1WIDTH 0.1 0 6'-8' 6'-2" 7'-11" 10'-3" 12'-0" 7'-8" 9'-11" 12'-10" 15'-1" 2 x 6 7'-10" 5'-10" For SI: I inch=25.4 mm V 8'- 10' 5'-6" 7'-1" 9'-2" 10'-9" 6'-11" 8'-11" I I'-6" 13'-6" 24 • 2 x 8 10'-2" 10'-2" FIGURE R507.8 L1.1 10'-12' 5'-0" 6'-6" 8'-5" 9'-10" 6'-3" 8'-1" 10'-6" 12'-4" 2 x 10 13'-1" 13'-1" DECK FOOTINGS 2 x 12 15'-5" 15'-5" J 12'-14' 4'-8" 6'-0" 7'-9" 9'-1" 5-10" 7'-6" 9'-9" 11'-5" EXTERIOR SHEATHING o II 14'-16' 4'-4" 5'-7" 7'-3" 8'-6" 5'-5" 7'-0" 9'-1" 10'-8" STUD WALL ' a 0 2X BAND BOARD O a -18' 4'-1" 5'-3" 6'-10" 8'-0" 5'-2" 6'-7" 8'-7" 10'-1" IMOw FLASHING o >-' _ U I— Z FASTENERS PER =UMW DECK JOIST TYPICAL SPACING I 7 HOLD-DOWN I'I,I_ o. low -� :1_ MANUFACTURER ��"GUARD I END JOIST _ f�III�� LAG SCREWS OR BOLTS © © O 0OQ 5,5"MIN.FOR 2x8 POST L� HOLD-DOWN 1.�� 2"MIN. ,' GUARD POST ANCHORS �I 11111111 6.5"MIN.FOR 2x10 7.5"MIN.FOR 2x12 !© OOO0 ` 11101.11111:' �� FLOOR FRAMING IIIII JOIST HANGER 7i, WC') jillia.214-1 ; MI4 , 2X BLOCKING BETWEEN FOUNDATION WALL LEDGER BOARD APPROVED FASTENERS; `� JOISTS;TOE NAIL WITH !^ • Z STAGGER IN 2 ROWS END JOIST BLOCKING (3)tOd NAILS EACH SIDE FIGURE R507.9.1.1 Ce v' SECTION PLAN LEDGER BOARD TO BAND BOARD ATTACHMENT W FIGURE R507.12.1(1) Z For SI: 1 inch=25.4 mm GUARD POST TO END JOIST I Z FIGURE R507.9.1.4 2 REINFORCING LEDGER BOARD FASTENER PLACEMENT ANGLE EACH m EMBEDMENT PER SIDE OF JOIST ( HOLD-DOWN OR pw W MANUFACTURER SIMILAR TENSION o 0 TABLE R507.9.1.4 , DEVICE FASTENER SPACING -Mila JOIST SPAN _ L• r J -.n �� FASTENER BAND BOARD CONCRETE OR SOLID L• ' 'I• DECK JOIST It i 56' 6'-8' 8'-10' 10'-12' 12'-14' 14'-16' 16'-18' MASONRY WALL •X �I a o rill. � APPROVED EXPANSION DECK END 1"min.engineered I II ANCHORS lik 24" 18" 14" 12" 10" 9" DATE: Lag screws' wood product 8 ��� JOIST 2X lumber 30" 23" 18" 15" 13" 11" 10" JOIST HANGER FLOOR JOIST i"DIAMETER 8/22/2015 THREADED ROD 1"min.engineered LEDGER BOARD II I SHEET wood duct 24" 18" 14" 12" 10" 9" 8" FIGURE R507.9.2 product Through bolts p LEDGER BOARD TO SOLID FOUNDATION WALL ATTACHMENT 2x lumber 36" 36" 34" 29" 24" 21" 19" Expansion anchors - 36" 36" 34" 29" 24" 21" 19" DECK CONSTRUCTION TO BE BUILT PER IRC OR LOCAL CODE REQUIREMENTS A8 Ii _ 1 LI , I I , j I DECK i I ` W I ' {� m 1 ll II �O its I W � I //o\\ 1„. .3 {7 ? g I 11 1 a lGFCI I 5839 I IL 1 BATH : CLOSET 5 1 G a \ / GFC^ i. ,� J -\ Oft V I GF. te I 1 E2 i ___J 0 c. .. 5D s° - - - r ' F w L , ;IF) W II 1 cn, I ��_ — — \ STP - 2 , j I .4hLi 1 -I ° °-H--- if,›Nkk Zik‘tri * I1mi PaH1 ® j O a lith. o iE11 W \ , O I �, 1 1 I W I , 1 cg nm J w ZH O LL= — _ - = J o 0 a NOTES: o ALL ELECTRICAL TO BE INSTALLED PER LATEST EDITION OF NEC CODE. 1st Floor DATE: PROVIDE 20 AMP SERVICE TO WASHER, DINING AND LIVING ROOMS. PROVIDE TWO 20 AMP CIRCUITS TO KITCHEN. i 6/6/2016 I PROVIDE THERMOSTATICALLY CONTROLLED ELECTRIC BASEBOARD HEATING IN EACH ROOM SCALE: PROVIDE SMOKE DETECTORS IN SLEEPING AREAS, KITCHEN AND LIVING AREA. PROVIDE ONE CO2 DETECTOR INSTALL GFC INTERRUPTER ON EXTERIOR, KITCHEN AND BATHROOM OUTLETS. SHEET: PROVIDE VENTILATION FAN IN BATHROOM AND OVER COOKING RANGE. A10 _ X i goag 2 1!1415mE8P Ej iW01 gM ,(1 4IngIiilil 6" SQ. CYPRESS POST 641;,%h; STONE FACED PEDESTAL BY OWNER PREFERENCE §gggQgi JIMp ;swath =`� 4" CONCRETE SLAB (2500 PSI) i SIMPSON POST BRACKET 1" SPACE 6x6 #10W.W.M J Q 1" EXPANSION JOINT i HOUSE EDGE o SLOPE AWAY = QV d Qv .. ^� •p p dd U _ d a . oo cc d / — .�eiP�`� fL.�e ° d v . O —III-1 I I— d II GRAVEL BASEa f-i 1= 1 I-I -I —I--=1 -_ f -I I -I I I - ENGINEERED FILL ' I I I J � T___HI--- w c a d 6" CONC. FOUNDATION WALL I— V) #4HORZ. BARS @12" O.C. c e W #4 "J" REBARS @ 24" O.C. IY a W z d 0 G • (3) #4 REBARS CONT. 3" FROM BOTTOM W 0 6 BELOW FROSTLINEa. 1 Z dog d .4 / 8 (0 ° a A4. _ O 3" DATE: 3„ 8/22/2015 16" FOOTING DIMENSIONS DEPENDENT ON BEARING SHEET SOIL PRESSURE CONDITIONS IN YOUR AREA Al2 i 2x6 SINGLE TOP PLATE 0 IliINSULATED HEADER , a� w-wsw 'Igaga 6,a8INTERIOR WOOD FRAMED WALL 2 1/2 RIGID INSULATION f ildIr g F ti\ CONTINUOUS BEAD 1/2"GYPSUM BOARD -¢ a§ g Oqgg OF SEALANT a��s �as 2"RIGID INSULATION i•'� g, w==Pago1 w STALLED DURING FRAMING `1 2x6 HEAD PLATE iiI'��r` = ga CONTINUOUS BEAD IN— w vWb€a OF SEALANTss CONTINUOUS MINIMAL \ •••• i k gg=§gw �v= EXPANDING FOAM AT \ ■■ ■ �' �/ �� ,, .4.,.,o6 a.w \ ROUGH OPENING <g< tig WINDOW PERIMETER V ���;•••• \ �� \ , f _ g o =g o 0 ' 1 •k \ \I V ad A \ <q m mu �, /' 'kms �' I .... i \ � _Y . ,i‘ , i \ INSULATED HEADER DETAIL g5agt,,g8 �w <� g3.i >w LLg w INSULATED EXTERIOR WALL g§§-TEohgg 220 - WINDOW UNIT ASe g AIR BARRIER EXTERIOR WALL SHEATHING 4 0, 1/2"GYPSUM BOARD EXPANDING FOAM ATONTINUOUS INSULATED INTERIOR WALL A WINDOW PERIMETER \ . (2) LAYERS 2"RIGID INSULATION CO CONTINUOUS BEAD -�J INSTALLED DURING FRAMING z Q UM OF SEALANT ', J W CONTINUOUS BEAD ., _ FIF Q 0 �. OF ADHESIVE W Z V) ��4 CONTINUOUS BEAD ` O r OF SEALANT — LOW-E WINDOW UNIT ,L A. a 1- % EXPANDING FOAM AT INSULATED EXTERIOR WALL } II►S PERIMETER OF WINDOW EXTERIOR WALL SHEATHING ~ CO ��� Z ►Ea ����' — 1/2"x2"BACK DAM ,l CONTINUOUS BEAD _' ,k — 2x2 WOOD BLOCKING INSULATED EXTERIOR CORNER ° OF SEALANT A V PERIMETER OF ROUGH OPENING / — CONTINUOUS BEAD OF SEALANT CONTINUOUS SILL SEALER !!i �, FULL WIDTH OF MUDSILL SELF ADHERED FOUNDATION WALL AS FLASHING MEMBRANE �' AIR BARRIER C <‘_._ —VENTED AIRSPACE FLOOR ASSEMBLY lF— CONCRETE SLAB AS —� —WOOD LAP SIDING �� A AIR BARRIER - '•I ��� Cn a ; _ _ ` INSET BAND JOIST LU • • }. ° i ° � 1 1/2 RIGID INSULATION MI TAPE ALL JOINTS �—� CAVITY INSULATION �� 1 1/2"RIGID INSULATION m ° ki A A EXISTING 2x4 WALL E2 ��� — .,��� MUDSILL w rt .. ° EXISTING EXTERIOR SHEATHING — �' SILL SEALER o W 0 • • Z • CONTINUOUS BEAD OF SEALANT e 0 INSULATED WINDOW DETAIL y TYP AIR SEALING DETAIL FOUNDATION WALL Z CO 0o INSULATED RIM JOIST I DATE: I 18/22/2015 I THESE ARE SUGGESTED AIR SEALING AND I SHEET INSULATION DETAILS TO MAKE YOUR HOME MORE ENERGY-EFFICIENT AND REDUCE ENERGY COSTS. Al 3 O i id 4,k1 gE -atz .648. f,ilingq Nbligqtilg why S rqn 2X4BRACE @48"O.C. 2 x 4 VERT. OUTLOOKER @ 24"O.C. 'iiWplfg.Q§ s g INSTALL WHEN ROOF HEIGHT EXCEEDS 6' MHO!! (2) 10D END NAILS TYP 3 lgogg i €fig" 8D NAILS @ 4" O.C. 2 X 4 BLOCKING WITH (5)8D NAILS o 'Ag Fg€€gggi F (3) 16D NAILS N` w = .o (4) 16D NAILS MA a I W-o�o�wps��� �� - (2) 10D END NAILS TYP. gw w-.a t,gS RAKE BOARD r . p p .„ ae iitopElk H4 CLIP (2) 16D NAILS INTO VERT,WEB EACH OUTLOOKER G� IF VERT. NOT PRESENT SCAB a �� FULL HEIGHT VERT. FROM BOT. BLOCK BTW. OUTLOOKERSZit V- CHORD TO TOP CHORD W (2) 16D NAILS S�GoaO WITH (4) 16D NAILS EACH END TYP C3 ATTACH TO VERT. Q GABLE TRUSS STUDS 2 X 6 G, y�� MFG. TRUSSES GI j 0Q4 AT 24" O.C. W Q� LU (2) 16D NAILS INTO 2 X 6 • p 40-45 TYP TYP —I (4) 16D NAILS INTO VERT. liik RESTI2X4X 8'NTCONT@ .36LA" OCTER.ALFASTENC7mQ2 x 4 HORZ. BRACE TOEACH TRUSS BOT. CHORD WITH (2) 16DNAILS SHEATHING A35 CLIPS ♦.'. : vBTW. TOP PLT AND GABLE • •f" X X F— TRUSS PER SCHEDULE Q (2) 16D NAILS 2 X 6 DIAGONAL BRACE @ 36" O.C. �-5/8 GYP BOARD CEILING W ATTACH TO CLR USE DBL 2 X 6 BRACE NAILED SIMPSON GBC BRKT TOGETHER @ 12"O.C.WHERE 2 X 4 OR 2 X 6 STUD WALL EACH SIDE OF BRACE LENGTH IS LONER THAN 6 FT. o re W y\ U TYP. GABLE END WALL BRACE DETAIL ALL LUMBER TO BE D.F. #2 DATE: L-REINF. ON GABLE TRUSS VERTS AS SPECIFIED BY TRUSS MFG. 8/22/2015 SHEET A14