Loading...
Plans CRAWL SPACE RADON CONTROL PER 2011 ORSC a ENERGY COMPUANCE TABLE NI101.1(2) PROJECT ADDRESS - o AFI 103.2 SUBFLOOR PREPARATION: A LAYER OF PRESCRIPTIVE ENVELOPE REQUIREMENTS 2011 OREGON 10345 SW 69TH AVE. GAS-PERMEABLE MATERIAL SHALL BE PLACED UNDER ALL RESIDENTIAL SPECIALTY CODE TIGARD OR 97223 .a CONCRETE SLABS AND OTHER FLOOR SYSTEMS THAT DIRECTLY CONTACT THE GROUND AND ARE WITHIN THE ENVELOPE ENHANCEMENT MEASURE 5 }ury'(y`'( / 4 p WALLS OF THE LIVING SPACES OF THE BUILDING. IFf4AI 11FSCRIPTIOfy fl.�i - .Y '3' BUILDING THIGHTNESS TESTING. VENTILATION & DUCT SEALING: PROPERTY ID#: W2641 JJ...+tt 4.1��ss"A ���iii..����{ ~ N 1.-A UNIFORM LAYER OF CLEAN AGGREGATE, A MINIMUM OF 0 o "o 4" THICK. THE AGGREGATE SHALL CONSIST OF MATERIAL • WASHINGTON COUNTY 3 THAT WILL PASS THROUGH A 2" SIEVE & BE RETAINED BY A 1/4" SIEVE. CONSERVATION MEASURE A TAX ID: 151364401600 c a w g " HIGH EFFICIENCYTAX ACCT#: R277756 MAR 26 2014 ° AFI03.3 SOIL GAS RETARDER. A MIN. OF 6MIL HVAC SYSTEM: - o' • POLYETHYLENE FLEXIBLE SHEETING MATERIAL SHALL BE a ., n PLACED ON TOP OF THE GAS PERMEABLE LAYER PRIOR TO GAS-FIRED FURNACE OR LOT AREA 11,761 Sq Ft �y J W CASTING THE SLAB OR PLACING THE FLOOR ASSEMBLY. • BOILER W/MIN. AFUE OF 90% A, OR f3UAQING FOOTPRINT• 1€C1TY OF TIC_A � • AIR SOURCE HEAT PUMP W/MIN. HSPF OF 8.5 OR ,111 yy 6644 (JJ AF103.5.1 PASSIVE SUB MEMBRANE DEPRESSURIZATION • CLOSED-LOOP GROUND SOURCE HEAT PUMP W/MIN. COP pUD TNNG C RAF BUILDING DIVISION 41 U SYSTEM: OF 3.0 jjJ jj\L�IJSY AA71V1, AF103.5.2.1 VENTILATION: Q IMPERVIOUS AREAZ CRAWL SPACES SHALL BE PROVIDED W/VENTS TO THE - d - EXTERIOR OF THE BUILDING THAT COMPLY W/SECTION WALKWAY= 36 SqFt U] -- R408.1 OF 2011 ORSC. THE MIN. NET AREA OF ROOF= 1652 SqFt ffi5 VENTILATION OPENING SHALL NOT BE LESS THAN ONE SqFt W m ' `' FOR EA. 150 SqFt OF UNDER FLOOR SPACE AREA. DRIVEWAY= 809 SqFt > w - AF103.5.1.2 SOIL GAS RETARDER: TOTAL: 2497 SqFt S d THE SOIL ON CRAWL SPACES SHALL BE COVERED W/A j o _ CONTINUOUS LAYER OF 6 MIL Mf N. POLYETHYLENE SOIL GAS RETARDER. THE GROUND SSHALL BE LAPPED A MIN OF 12" ON PROPERTY LINE= 120.0 0' Z a - J AND SHALLHALL EXTEND TO. ALL FOUNDATION WALLS ENCLOSING THE CRAWL SPACE AREA. Z •—••—••—••—••—••-- — ••—••—••—••— v, vcr GNED ay: FLASHED ROOF VENT I on vAr�E i I INLINE CENTRIFUGAL I BLOWER y\ EDPM SLEEVESI 3" MIN. PVC • O /-(E) FENCE DUCT WORK II 1 I SEAL FLOOR & '"1 i WALL CRACKS I EDPM SLEEVE I 111) "T" FITTING 1111111 SOIL cos I 20'-3" 24'-0" ION COLLECTION SUMP I �_.�___...... - II I�� O I l ttt o I! I CO CRUSHED O I I CITY OP TIGARD , ro Ly N a STONE COVEREDPORCH .. _ __ ..._ _ REVIEWED FOR CODE COMFLIANC8 0 RADON MITIGATION CH _ , /� CRAWL SPACE -6 I /L\" F- 1I •I I In Approved: �� w LLJ I i (E) RESIDENCE (N)ADDmoN OTC: I• z LLJ W z �_I__..... /• O 418 SqFt _ — Q 111 jjj// �Q _1 J I o ....-_--I-. > _..... Permit#: � � T© �� ! J Q 1=— ' I E _....... Q I L r i- %j N Address: �C� fil" UIL I Suite V iTi: , SCD ^ 3i % 0 0_, ,„,. V� ' :y: ---- -- Date: (43- I 0 O• 3i -EI-1 1 28 1" _ • I CC CCI Iilo I '. III_' /^ O p i_J III i (e) CONCRETE OFFICE�iC� I v/ PATIO COPY O I 1 I ;I I f I _.I (E) GARAGE ' (E) CONCRETE ' ' DRIVEWAY '.1... ....809 S9Ft 1.. i 1 — ii Avt ' _ r CITY TIGARD a PROPERTY LINE= 116.46 W Approved by Planning cn u) Date: 3 .2tp. �-4 �p10 Initials: A-k , U © oe o z 23 w U) m m m o K < 0 0 cn n n0 I—' Z fm I— O O o P1 - Z M O C) 0 L4-U 41'-0" r T in 1 C7 o < XI M Q y --- _ Z i Di j / 4-01 1 D 1 1 / G7 = Z c \ / m 0 o z` `- 11' I o o / \G. < MI z 1 - o N -,1 � �7 N N -- +- +` /===J O 1 1 i----1 1 WOOD F/P W ref- I I7 \ r-- ---I _ - 11 z �•Ji _Q - L 71 O O V Nn I \I . I N.,/ i— N*\\ 111 T — ((�r A� i 1 `\ l� 1 .............................................. ..................T� \ I co ro Iv D O rn XI m -i 4'-0" 12'-0" _ 10'-7" 11.-0" 7' s" I 45'-o" 1- 18'-4" > EXISTING FLOOR PLAN �� INNOVATIVE SPACES D. RFPRooucno�soeERANSLAno OF ANr PARI o 0 i z DESIGN SERVICES DRAFTING THIS WORK WITHOUT WRITTEN PERMISSIgJ OF LI ALL RIGHTS INNOVATIVE SPACES IS UNLAWFUL AND SUBJECT TC j 0 PO Box 13045.PORTLAND,OR 9]213 CRIMINAL PROSECUTION. Sc: I/8" = I' 10345 SW 69TH AVE. TIGARD, OR 97223 WINNOV NN NORP"L`s°Noo°°"5° o PROJECT NO. ,oa O32S1O RAF,' C9M LEGEND a f w CM SMOKE/CO DETECTOR _ 44'-3" _ - :3 o 80 CFM 20'-3" 24'-0" g3; N 11'-2" 9'-1" 8'-9" 15'-3" g,- © REVISION r w o 3 a ! a . — NEW WALL 1 DIRE`i R ENT 3¢50 ________I SR EGRESS 4'— o g 2 a I 7" 14'-1 1" Q=F V a 0 ADDITION C C DEMO 'inW BED 3 17,77771 BRACE WALL PANEL oLL 8' S"x9' 1O" N W 7 09 LIVING ROOM 0 ~3'-6" U IRC 2011 OREGON NOTES: 10'-10"x16' 7" sR ER 2D�SD HD oesc HD ' '11°- I HDI Q • a 1) DECK SIZE VARIES/STAIRS OPTIONAL 36"x36" MIN. sD I Soso HD N a a LANDING AT BOTTOM OF STAIRS. GRASPABLE HANDRAIL PER I- 5' 0" 5' 0" J 6O s„ W o�p 4' BP C< > s IRC 2011. MAX SPACE BETWEEN PICKETS TO BE LESS THAN m 0 . N 4" 0.C. 34"-38" HEIGHT OF ALL HANDRAILS. GUARD RAILS 0— Q BED 2 SHALL BE A MIN. HEIGHT OF 36". PORCHI S. 2/6 / ° 12'-1"x9' 4" o 0 0 o 55 SqFt oz/4 sD 1 2) GFI OUTLETS LOCATIONS 6' FROM ANY WATER SOURCE. Z d ALSO NEEDED IN GARAGE AREAS AND ON ANY EXTERIOR 42"TALL ®' N �" o_ rn Z _ WALL W/WEATHER PROOF FACE PLATE. o HALF WALL I I iay rv\ 1 -I 3) DRYER, RANGE, BATH FANS, GAS WATER TANKS TO BE I _ 1 z s— — °�rOn V. / \6 •?: VENTED DIRECTLY OUTSIDE. 4.-0" _ • / / 1111 •HD 4) SMOKE DETECTORS TO BE INSTALLED IN EACH BEDROOM, o �" HALLWAY AND NEAR ANY STAIRWAY AND MUST HAVE 110V DINING ROOM _ 5'-1" M. BEDROOM 0 10'-10"x12' 11" W` 7 13'-1"x10'-11" BATTERY BACKUP—REQUIRED PER IRC 2011. (WIRED IN r O gra 0 \/¢ I - VP SEQUENCE) SD ® f SD oW 3 aWI �I 36" HIGH r per- I _ 5) CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN c " HANDRAIL 1 nccESS EACH SLEEPING ROOM OR WITHIN 15 FEET OUTSIDE EACH a za.no SLEEPING ROOM DOOR. CO ALARMS MAY BE HARD—WIRED 4 R `v PANTRY �cR"w J " co OR BATTERY—POWERED. CO ALARMS MAY BE COMBINATION I eccess 1 6�_ s'.arme Lie.zaJ (0 N - SMOKE/CO ALARMS WHEN INSTALLED AS REQUIRED FOR Ix,-: _—; x SHOWER smR 3050 N SMOKE ALARMS. n" 4'-0" 3'-0" �SR� III HD! 0\ ** N� HD HD • 5, 4 HD 0 6 2 1) HEATING & ELECTRICAL SYSTEMS WILL BE ENGINEERED & b 0 0 • O DESIGNED BY THE HEATING & ELECTRICAL CONTRACTOR. _ - D �O O N \ o CC 2) ALL BEARING WALL HEADERS SIZES EXTERIOR (2) 2x10's N uP N UP Q C7 o W/2x6 UNDER INTERIOR (2) 2x10's W/2x4 UNDER. Ti, 4 R ¢ R I— 3) FIRE STOP ALL SOFFITS AND EACH FLOOR/CEILING LINE _ 8'-0" 3'-6 PER 2011 IRC. j 5'-1" 13'-7" Q o r 4) PROVIDE MIN. REQUIRED COMBUSTION AIR AT LOCATIONS i I 36" HIGH = OF FUEL BURNING EQUIPMENT PER IMC. VENT ALL FANS -..Minmoc- HANDRAIL DIRECTLY TO THE OUTSIDE. 5) TERMINATION SHALL BE A MIN. 3" FROM ANY OPENING o \ 4 R o INTO THE BUILDING. 2816 rx Cn 6) VENT MATERIALS SHALL BE METAL OR PVC AND SHALL 4'-4" 7'-8" 4'-2" BE EQUIPPED WITH BACK DRAFT DAMPERS. N 11--- 2/8 x 7) DRYER VENT SHALL NOT EXCEED A TOTAL OF 14' VERT. —, AND HORIZ. W/ TWO 90' ELBOWS. FLEX o (N) MAIN FLOOR 1330 SqFt IN LA E #* NEW SqFt. = 418 x GARAGE a 1) BEDROOM WINDOWS MUST MEET EGRESS 5.7 SqFt. MIN. J W/ AN OPENING WIDTH OF 20" AND HEIGHT OF 24". ,c 8 2) CRAWL SPACE ACCESS WHERE APPLICABLE MIN. 18"x24" `" J MAINTAIN MIN. 18" CLEARANCE UNDER FLOOR AREA W/6 MIL (E) GARAGE 412 SqFt \:J [ ------------------ 1 VAPOR BARRIER GROUND COVER. CRAWL SPACE VENTILATION REQUIRED—MIN. 1 SqFt OF VENT FOR EVERY 150 SqFt. OF c CRAWL SPACE AREA. 0 3) ATTIC SPACE ACCESS MIN. 22"x30" VENTILATION REQUIRED IN 1 SqFt. OF VENT PER EVERY 300 SqFt. OF m GARAGE ATTIC SPACE AREA. cc V 4) ACCURACY AND STACK—UP OF CONSTRUCTION " Z - DIMENSIONS WITH INTERFACES TO VENDOR PRODUCTS ARE J Q II THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY IIT J E PROCEEDING TO SUBSEQUENT PHASES OF 22'-6" CONSTRUCTION. O 5) CONTRACTOR SHALL COORDINATE AND OBTAIN ALL _1 (13 BUILDING PERMITS REQUIRED FOR CONSTRUCTION AND LJ_ (I) CERTIFICATES OF OCCUPANCY, AND SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION METHODS, TECHNIQUES AND A20 PROCEDURES. \ { I- T-e ,&" 1 a ) , i may HEIGHT E� . _ ;: ) I } , - \ II 1 OP ® i \ [ ! I, - - F II I-. - /� 1 } . 1 : 1 — ; . |\� ) :: r . . \ i i : 11 1 co i'i i .....1 , . _ — il H\ i / \\« 1 \ _ . — , n :4ii/+/ 1111 ./ . I . \ m | : 011 / !: .I M i i \\ II> i 2 is : -1 i �14W ( ! i . ' 1 t I : M I I r 4, I K . < , , I LI 1 : \ \ : D a , 0 , Ii i O i i , 2 s i i , i i e . , ,_i �& \ E I ,: 1 i /a I �F ' . / _ , i �' � I IIII I . LI I : /::: _- � � / I . �; \ I I , ii ; ul i 1. L I: ' I I. ; i / ) � \ ! : , i r , , I; :: 11 i iBb§ : 1 , i i i i 1 m- 1/8" i ! NEW HEIGHT I I j I R 1 \ : I | . I . i; : , , i j { 1 t" I i ' i , I i | I i 1; i I . • • _ i . i i . i e i • i / ; /{ I i • /3 i • ` | . 1 i , a ° i ' —rti " . i / | \—J 2 i - - !.I : j : O _ ti . 7 \ HHII. _ i ' E � , : \ 1 \ i r w � JA j\ | UHHHHI/ .• ► % ff1' °( • 2 i a • | \ k 0. 2 a i .i ,i ,i i i i i i i•• i i i i i ' i ; i i ; . 11 i 1 . fl i • i I I ` . . : / i \ \ §% p ( i £ ) i , . e� \ ( ( ' I I } . - ELEVATIONS j INNo\ƒ�V ACEs FZ:ZgonvTF :r,TzNo,,,%splr p, 0 Sc /8" : I 10345 SW 69TH AVE. T GAR% OR 97223 , �N\=\z0,�_, PROJECT NO.1401 - :: 560 Qa 44.-3" - 44' 3" • �, 20' 3" 24' 0" a 3 9'-1" 14'-11 c _ — 03 ? Ce-L:2--4‘C -) Lo _ 14.-11'' ADDITION N CONC. FOUNDATION VENT 2x10 11 [W] $ I ,_,, : /V Or // 1,t6'(– – WALL 3' FROM CORNERS FLOOR JOIST DOWNSPOUT W/-\ -(E) 6x6 BM '�sAND THEN 6'o.c. MIN. ® 16" O.C. /_ SPLASH BLOCKazF^ 8'o.c. MAX. TYP. O <\ I f ' w ��®::: G(E) CMU BLOCK _ I ^ 1 E (N) ROOF F - _ (E)CRAWL (E) ROOF SPACE • VALLEY• X 4 ' • � � J t p1 r r(1 J �' RIDGE N i 4x8 BEAM •-1 Za I I ® L In a • � �•• 1IIIIIII1 N • o z v ' (N) 2x4 ® 24" O.C. N 4x4 POST ON VALLEY I 16"0x8" CONC. �y ENGINEERED TRUSSES _ PIER PAD I Il\71 • • 1 1 1 mil 1 1 N ow -I- - 1 — / 3 r I\ ••• Lry • • 4.-0" 4' 0" 4.-0" O I • • ® DOWNSPOUT W/ i d SPLASH BLOCK Ct Q 24'-0" 24'-0" 0 ADDITION t CONCRETE WALL • Q 6" WALL W/ A 1'-0"x6" • • ON -- FOOTING • •Li 1D o _ 1 0 • • 20'-3" 1 1 •• NO O 4-4 7'-8" 4'-2" 28'-1" _ FOUNDATION/FRAMING PLAN ROOF PLAN 'CRAWL SPACE — 1) 6 MIL VAPOR BARRIER GROUND COVER (BLACK) MAINTAIN 18" ' CLEARENCE UNDER FLOOR AREA WHERE APPLICABLE. IRC 2011 OREGON NOTE: 2) CRAWL SPACE VENTILATION MIN. 1) 5:12 PITCH COMPOSITION ROOFING TYP. UNLESS NOTED. 6) BRACING PER TRUSS DATA SHEET & B W T-76 W/ (W) BRACING © GABLE Z 1 FT. SQ. OF VENT PER EVERY ENDS, ALSO WEB BRACING WHERE NEEDED.. 150 SQ. FT. OF CRAWL SPACE 2) ROOF VENTILATION 1 SQ.FT. OF VENT PER EVERY 300 SQ.FT. OF ATTIC AREA. Q AREA WHERE APPLICABLE. 7) OCCUPANCY SEPARATION BETWEEN (R-3) AND (U-1) SHALL BE A MIN. 1 HR. 0- 3) ASPHALT SHINGLES SHALL BE FASTENED ACCORDING TO MANUFACTURES CONSTRUCTION. MIN. 5/8" TYPE "X" G.W.B. ON ALL COMMON WALLS W/ THE Z - — INSTRUCTIONS TO SOLIDLY SHEATHED ROOFS, BUT NOT LESS THAN 4 NAILS PER HOUSE. G.W.B. SHALL EXTEND UP TO THE ROOF SHEATING. IF USING THE LID O Q 11 EA. 36" TO 40" STRIP SHINGLE AND 2 NAILS PER EA. INDIVIDUAL SHINGLE 9" TO OPTION, THEN 2 LAYERS REQ. WHEN TRUSSES ARE GREATER THAN 16" O.C. ALL J - 18" WIDE SHALL BE USED. IN HIGH WIND AREAS NAIL SHINGLE W/ 6 NAILS PER POST & BEAMS TO BE WRAPPED. MIN. 20 MIN. SELF-CLOSING, TIGHT-FITTING, 0 n- co MANUFACTURES HIGH WINO SPEC. SOLID-WOOD DOOR MIN. 1 3/8" THICK. Z LL — 4) ENGINEERED TRUSSES, TRUSS TO TRUSS CONNECTIONS, BRIDGING & BRACING 8) ELECTRICAL SYSTEM CODE SEC.2701, MECHANICAL SYSTEM CODE SEC.2801 Sc LL CL (j DESIGNED BY TRUSS MANUFACTURER. REFER TO TRUSS DATA SHEET. PLUMBING SYSTEM CODE SEC.2901 5) ENGINEERED ROOF TRUSS © 24" O.C. ATTACH TO TOP PLATE W/ SIMPSON A4 H-2 HURRICANE ANCHORS. I ° ASPHALT SHINGLES -3 R-38 �3= 21 INSULATION w.io ° INSULATION a — _ sig — ��� ate._ SX:(x —.. m o 111oo .—. \ Ww $o o M. BED I BED 2 r F 1 z L=1 1 z 11111116; I' isito 05629414 4x8 BEAM / GRADE v'cTopvAL`E • CRAWL SPACE • SIMPSONll R-30 HANGERINSULATION SECTION A NO N CV ON CY 0 a Ct a CD (-- ENGINEERED TRUSSES © 24" W / O.C. Q IRC 2011 OREGON NOTE: NOTE: I— ON ON 1) 5:12 PITCH COMPOSITION ROOFING TIP. UNLESS NOTED. 1) NAILING SCHEDULES REFER TO TABLE R602.3(1) 2) ROOF VENTILATION 1 SQ.FT. OF VENT PER EVERY 300 SQ.FT. OF ATTIC AREA. , (./) 2) STUD SPACING PER SEC. R602.3.1 & R-21 INSULATION LC) 3) ASPHALT SHINGLES SHALL BE FASTENED ACCORDING TO MANUFACTURES TABLE 602.3.1 INSTRUCTIONS TO SOLIDLY SHEATHED ROOFS, BUT NOT LESS THAN 4 NAILS PER / CD EA. 36" TO 40" STRIP SHINGLE AND 2 NAILS PER EA. INDIVIDUAL SHINGLE 9" TO 3) CRIPPLE WALLS & BRACING PER SEC. \ NO 18" WIDE SHALL BE USED. IN HIGH WIND AREAS NAIL SHINGLE W/ 6 NAILS PER R602.9 & SEC. R602.9.1 - MANUFACTURES HIGH WIND SPEC. 4) WALL BRACING PER SEC. R602.10 M. BATH M. BEDROOM 2x10 FLOOR JOIST G ® © 16" D.C. 4) ENGINEERED TRUSSES, TRUSS TO TRUSS CONNECTIONS, BRIDGING & BRACING > 1 DESIGNED BY TRUSS MANUFACTURER. REFER TO TRUSS DATA SHEET. 5) HEADERS (W/0 POINT LOADS) PER SEC. DOI 7 R-30 INSULATION R602.7 & TABLE R502.5(1) & (2). 5) ENGINEERED ROOF TRUSS © 24" O.C. ATTACH TO TOP PLATE W/ SIMPSON _ H-2 HURRICANE ANCHORS. 6) FIREBLOCKING PER SEC. R602.8 .- ' 6) BRACING PER TRUSS DATA SHEET & B W T-76 W/ (W) BRACING W GABLE 7) DRAFTSTOPPING PER SEC. R502.12 ( 0 N N N AQ N N � N N • N N X N ENDS, ALSO WEB BRACING WHERE NEEDED. I GRADE 8) SIDING NAILING (BATTS & BOARD) REF 7) OCCUPANCY SEPARATION BETWEEN (R-3) AND (U-1) SHALL BE A MIN. 1 HR. TO TABLE R703.4 & FOOTNOTE "K" CRAWL SPACE CONSTRUCTION. MIN. 5/8" TYPE "X" G.W.B. ON ALL COMMON WALLS W/ THE HOUSE. G.W.B. SHALL EXTEND UP TO THE ROOF SHEATING. IF USING THE LID 9) EXTERIOR WALL COVERING OPTION, THEN 2 LAYERS REQ. WHEN TRUSSES ARE GREATER THAN 16" O.C. ALL (UN7DERLAYMENT REQ'MTS) REFER TO TABLE MI POST & BEAMS TO BE WRAPPED. MIN. 20 MIN. SELF-CLOSING, TIGHT-FITTING, NE ROI 3. SOLID-WOOD DOOR MIN. 1 3/8" THICK. 4X8 BEAM 8) ELECTRICAL SYSTEM CODE SEC.2701, MECHANICAL SYSTEM CODE SEC.2801 & 4X4 POST II PLUMBING SYSTEM CODE SEQ.2901 SECTION B 16"0x8" CONC. PIER PAD o U W U A50 ifi a< wi Pg P.T. 4x4 POST A A W/SIMPSON 3"' CB66/CBQ66 c $ °z SIMPSON BASE " II az r " n DECKING 4X4 POST Ili '—III—RA, II I 11=111=111= N (n 1=111=1 I I III=i=1' 11-111=11 II111-1� - \ SIMPSON HD2A U =111;411„ „111=111' Q I z 2X8 ® 16" , OR EQUAL W (2) 5/8" d = DIA. GALV. THROUGH BOLTS CONC. PIER FTG. OC' ME���r� W/ WASHERS AT FAR SIDE COMPOSITION ROOFING (n a __ 2/(2) # 4 VERTS �, INSTALL ROOF TO HIGH g rc < - 1I� WIND SPECS. W m /7'< (2) 5/8" DIA. GALV. THROUGH R-38 INSULATION/ > s - I' BOLTS W/ WASHERS N 1 -6'. 1 f INSULATION BAFFLE Q 2X10 RIM JOIST DIA. "�z MAINTAIN 1" AIR SPACE > o 0 W/(3) 16d NAILS ABOVE BAFFLE _; AT EA JOIST Z BEARING GROUND 7/16" 0.5.6. SHEATHING _ Z a _ i ' OCONCRETE PIER 0GUARDRRdL ATTACHMENT LP FASCIA / � 2 /2.. G.W.B. oC'Tg 1 ScC 1 2"= 1• SCC 1/2" = 1' 2x BLOCKING :aa Vnus / W/2"x12" SCREENED VENTS ® 6' O.C. /HURRICANE CLIP 2-2x6 TOP / 1/2" G.W.B. W/ 4 MIL PLATE VAPOR BARRIER UNDER 7/16" O.S.B. SHEATHING 2x6 STUD BEAM PER SIDING OVER #15 WALL 16"o.c. PLAN BLDNG PAPER 4x4 PT POST (OR TYVEK) "DRAINWRAP" R-21 INSULATION INSTALL USING MANUFACTURER H 2x6 TOP RAIL 4 O.C. MIN. TINSPECIFIED R-316 FASTENERS Fl /2"0x10"A.B. R-30 INSULATION P� • 2x4 BOTTOM g•o.c_ Typ. 0-an 2z6 SILL PLATE (�I 3/4"T&G PLY. N HANDRAIL HEIGHT GLUED NAILED 2x6 BOTTOM 0' 30" MIN. _� RIM JOIST PLATE FULL DEPTH _ COLUMN CAP BLOCKING ,IIP il/111111111101111111 BEAM cr 2x2 PICKETS - FOOTING AS I, � o • I"1 SPECIFIED FOUNDATION POST FOOTING AS I4CGC 1' ^ PLANFOUN1DAi ONN GRADE ISI [ '� Q� PLAN I I'II - ; CIAPILLARY BREAK jLO40R"2x DECKING :�� COLUMN BASE '� cO Z 6 MIL VAPOR BARRIER ' _ I... BLACK ) ' 4x4 POST I�1INSTALL USING � 12x8 JOIST®16"o.c. wf \-I MANUFACTURER �� 1 LLJ II° I' EINICONCRETE 4'-0" MAX - mille.h` FASTENERS CRAWL AREA VENTILATION PIER PAD Q III"' 111 MIN. 1 5q Ft. OF VENT PER EVERY 150 SgFt. OF CRAWL = SPACE AREA F- O GUAR R IL DETAIL (AMPOST TO BEAM CONNECTION EXTERIOR WALL /CRAWL SPACE POST & BEAM 6 � SC: 1"= 1' OW/CRAWL 1/2" = 1' LCA NOTE: IF REQUIRED USE THE APPROVED SIMPSON ED STRONG-TIE HOLD — 1) NAILING SCHEDULES REFER TO TABLE DOWN — R602.3(1) 1/2"0x10"A.B. CD 2) STUD SPACING PER SEC. R602.3.1 & 6'o.c. & 1' FROM EA. CORNER TABLE 602.3.1 OCI 6" WALL --'\ 0 z 3) CRIPPLE WALLS & BRACING PER SEC. A- R602.9 & SEC. R602.9.1 #4 REBAR VERTICAL lo ® 4'o.c. TYP 4) WALL BRACING PER SEC. R602.10 �' T.O.C. WALL #4 REBAR HORIZ. CONT. 5) HEADERS (W/0 POINT LOADS) PER SEC. ® 18"o.c. OVERLAP 2'-0" R602.7 & TABLE R502.5(1) & (2). CRAWL SPACE GRADE_„ =111=III=111 _I 6) FIREBLOCKING PER SEC. R602.8 �� 11=111=111= ' =111-111=111 7) DRAFTSTOPPING PER SEC. R502.12 I II LI- 0 6"x12" FOOTING W 8) SIDING NAILING (BATTS & BOARD) REF • HTO TABLE R703.4 & FOOTNOTE "K" 0Z • 9) EXTERIOR WALL COVERING (2) #4 REBAR HORIZONAL J N (UNDERLAYMENT REQ'MTS) REFER TO TABLE BEARING GROUND CONT. WI 2' OVERLAP a Q R703.4 W U O SON;/FOOTING 2o ' r'74 GYPSUM WALL A a ° BOARD TREATED PLATE •TOP OF FOUNDATION a WALL a 16d NAILS @01 2x4 NAILER FOR SIMPSON i 0• 3 24"o.c. CONTINUOUS NAILING NOTE: STRONG-TIE HOLD DOWN Ig“ 6 3 ¢ w * NAILING PER R602.3.1 OF THE -••• 2'-8" ' 2011 IRC @ THE OUTSIDE CORNERS: MIN. •CONCRETE SLAB a ��� A A 8d NAILS 6" ON THE EDGE 12" IN THE 2x TOP PLATE BOLTS N ) V a (2) ANCHOR FIELD. HDG NAIL NEEDED AT PRESSURE MIN W TREATED SILL PLATE GLB HEADER U 8d NAIL @ 6"o.c. Q (ALL PANEL EDGES) * IF SHEETS ARE INSTALLED HORIZONTALLY 2x STUD• a a BLOCKING IS NOT NEEDED. �� In p 8d NAIL @ 12"o-c. ON **IF WHOLE HOUSE IS SHEARED:** % ° a < ° a 2 „ Q �a ALL FRAMING MEMBERS a NOT @ PANEL EDGES 2x4 NAILER FOR j F N 6d COMMON NAILS @ 6"o.c. © EDGES SIMPSON STRONG-TIE Q WOOD STRUCTURAL Sc 12"o.c. IN THE FIELD. NO STAPLES USED. HOLD Dowty ® a > o PANEL ,�j�� �� CI TOP FLOOR 4 VIII) II II�IIIII, Z OUTSIDE CORNER DETAIL PANEL 1 Z -3 X N / TRIM BOARD _ SCALE: N.T.S r/ 2x STUD 0 2x4 NAILER FOR SIMPSON MAIN FLOOR STRONG-TIE HOLD Dowty "'°" "" t '�' �— —� T— �� PANEL 77f /�^\ B 1 BRACE W8" WIDE EL P 4 MAX. 10'-0" HIGH • i I �_ I tl ,_ STACKING PANEL NOTE: BRACE 8" WIDE EL MAX. 10'-0" HIGH I * TOP PANELS DO NOT HAVE TO STACK OVER BOTTOM PANELS PER / APPROVED SIMPSON HOLD -\.,.._____________-•• STRONG-TIE HOLD TOP PLATE • THE IRC 2011 DOWN (HPAHD22 or 14) STHD14) 8" MIN. FROM NI / CORNERS APPROVED SIMPSON fV Mr STRONG-TIE HOLD I� A DOWN (HPAHD22 or - STHD14) 3" MIN. FROM .. j ;i• i CORNERS 0 • 1e .. • SEC11ON Li 111111.--.01111111, ;; (2) ANCHOR BOLTS Q MIN. Ct0 TREATED . , H 2x6 STUD PLATE CONCRETE SLAB RIM BOARD DIRECTION Sd NAIL �;; 411111 , ' lyj 1,1 CONT. WALL Q 11 T.O.C. * 3" 3" 8d NAIL �_ I— i-- . — il DIRECTION MIN. MAX. q. ON CONT. tf 4 REBAR 2 MIN. MEIN 0 CONT. FOOTING----) Lf) O BOTTOM PLATE IABP DETAIL . (r_. 200 ALTERNATE 3/4" PLYWOOD DETAIL BRACED WALL RIM BOARD SCALE: 1"=-1' PANEL DETAIL 1 j IIRC 2011 OREGON ALTERNATE BRACED WALL PANELS: —r r .�� 1) EACH PANEL SHALL BE A MIN. 2'-8" IN LENGTH W/ A MAX. HEIGHT OF 10'-0" •B III2) EACH PANEL SHEATHED ON ONE FACE W/ MIN. 3/8" PLYWOOD W/ ALL EDGES BLOCKED. L. 3) ATTACH PLYWOOD W/ 8d COMMON OR GALVANIZED NAILS IN ACCORDANCE W/ TABLE 23—I—Q VIEW B-B 4) EACH PANEL SHALL BE ATTACHED TO THE FOUNDATION W/ A MIN. OF 2 ANCHOR BOLTS INSTALLED II • PER SEC.1806.6 AND PLACED AT PANEL QUARTER POINTS. J (V 5) EACH PANEL END SHALL HAVE A TIE-DOWN DEVICE APPROVED FOR A MIN. 1800 LBS. UPLIFT Q — 6) FOUNDATION CONTINUOUS ACROSS ENTIRE LENGTH OF BRACED WALL LINE AND REINFORCED W/ NOT W U LESS THAN (1) NO.4 BAR TOP AND BOTTOM 0 220