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Plans (2) Ir I I 11°P411P") O0 eft `/�// ` C+D c Y 0? w OVERFRAME EX ROOF TRUSSES CI 2�.<, C j0 F=====222222222222222222222222222 , - � DI 1 EXISTING WINDOW CITY OF i J.G EXISTING RESIDENCE NEW I cx (WINDOWS NOT SHOWN) WINDOW 4 .4 A ��� � } ppraveCATZr ...1 .... [m r Conditionally Approved E I 7(:S1::. ' , z f66.'�'o, See Letter to:Follow [ I a z Attached [ m y EA /WEST L--VAT I 0 Perm. Num ..446 1 1,, ADDITON ....j Address.( 1 .- -600 r „?,, Scale: 1/8 = 1'— 0 By:. 's--) Date: ?�t a`le �! ADDITION Approved pian:. ,; , e - ''.shall be on job sate Wiry' -„OFFICE COPY /��� 0 I L---r,r--,- ,l 7----2.1.11:::) � I l 1— `---F'---f ,_..22..2..2_..._._. • �---, — . 0 c i c EXISTING RESIDENCE EXISTING RESIDENCE '-'4 (WINDOWS NOT SHOWN) (WINDOWS NOT SHOWN) I I CA Q r- n � a P _ = S22S = 22222= _ 1 (f) 7 Q 0 - - 1�� — - - I�I I I I o � c OATH _L _�ATIO `� SOOT =L_VAT10 � I r ' � E. Scale: 1/8" = 1 '— 0" ADDITION Scale: 1/8" = 1 '— 0" GENERAL NOTES MISCELLANEOUS NOTES GENERAL NOTES ° `_ THESE NOTES ARE GENERAL IN NATURE AND INTENDED TO STIPULATE MINIMUM STANDARDS OF 1. EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.7 SQ. FT. WITH A — 03CONSTRUCTION. THE DRAWINGS SHALL GOVERN OVER THE NOTES IN ALL MATTERS SPECIFICALLY MINIMUM WIDTH OF 20" AND A SILL LESS THAN 44" OFF THE FLOOR. ALL WATER SPLASH AREAS TO MIN 70' ABOVE SHOWER DRAINS REQUIRE N 4) CO CSI INDICATED. THESE DRAWINGS ARE FOR A SINGLE SPECIFIC CUENT TO BE USED FOR 2. ALL WINDOWS WITHIN 18' OF THE FLOOR AND WITHIN 24` OF ANY DOOR ARE TO WATERPROOF GYPSUM BOARD. t t OA P' g CONSTRUCTING A SINGLE RESIDENCE. b HAVE TEMPERED GLAZING. EXHAUST ALL FANS AND VENTS DIRECTLY TO OUTSIDE METAL DUCTS. PORVIDE 5I I I .� 0 U7 THESE DRAWINGS ARE NOT TO BE USED BY ANY PARTY OTHER THAN THE 3. SKYLITES ARE TO BE GLAZED WITH TEMPERED GLASS ON OUTSIDE AND AIR GRACES PER HOUR WITH A MINIMUM CAPACITY OF 90 CFM PER FAN. ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. LAMINATED GLASS ON INSIDE (UNLESS PLEXIGLAS). GLASS TO HAVE MAXIMUM WASTE UNES INSULATED FOR SOUND CONTROL I I I 'x 0 al t:LO CO THE DESIGNER SHALL NOT HAVE CONTROL OR NOR SHALL BE RESPONSIBLE FOR CONSTRUCTION CLEAR SPAN OF 25`. VE ROOF FRAME IS TO BE ATTACHED TO A 2 X CURB WITH LC. LABELED RECESSED LIGHTS REQUIRED IN INSULATED CEILINGS 0 METHODS OR TECHNIQUES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS USED OR REQUIRED A MINIMUM OF 4' ABOVE ROOF PLANE. I I I / N ,N CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, 4. ALL TUB OR SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLAZING. SMOKE DETECTORS TO BE WIRED TO HOUSE 120 VOLT SYSTEM, INTERCONNECT FOR /\\�� r)r) C) 1 SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THEIR SIMULTANEOUS OPERATION PROVIDE BATTERY BACK-UP I FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 5. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GAZED AND ALL EXTERIOR i C_J UI Q S DOORS ARE TO BE SOLID CORE WITH WEATHERSTRIPPING. PROVIDE 1/2" CONTRACTOR IS RESPONSIBLE FOR DESIGN AND PROPER FUNCTION OF HVAC AND iF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION DOCUMENTS, HE SHALL DEADBOLT LOCKS ON ALL EXTERIOR DOORS AND LOCKING DEVICES ON ALL ELECTRICAL SYSTEMS. ¢ CD ROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE DESIGNER SO THAT THE DESIGNER MAY DOORS OR WINDOWS WITHIN 10" (VERTICAL) OF GRADE. PROVIDE PEEP-HOLE POLYISOCYANURATE FOAM TYPE ":NSULA710N INSTALLED FLOOR AND PLATE LINES, ( ri CORRECT SUCH DEFECT. IF THE CONTRACTOR FAILS TO DO SO, HE SHALL BEAR ALL COSTS G 54" - 66" ABOVE FLOOR ON EXTERIOR DOORS. OPENINGS IN PLATES CORNER STUD CAVITIES, CO AROUND DOOR AND WINDOW ROUGH I I ( CD CCf ASSOCIATED WITH PROCEEDING CAUSED BY SUCH DEFECT. IF THE CONTRACTOR DISCOVERS ALL WINDOWS TO CONFORM T02011 OREGON RESIDENTIAL SPECIALTY CODE. ra 4 DEFECT IN CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY S. CONNECT ALL SMOKE DETECTORS PER CODE TO HOUSE THE DESIGNER IN WRITING, AND ALLOW DESIGNER TIME TO SUGGEST REPAIRS. IF THE CONTRACTOR ELECTRICAL SYSTEM AND INTERLOCK EACH ONE SO THAT WHEN ANY ONE IS • DOES NOT NOTIFY THE DESIGNER IN WRITING, OR ALLOW REASONABLE TIME TO SUGGEST REPAIRS, TRIPPED THEY WILL ALL SOUND. PROVIDE BATTERY BACKUP. �� iir OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE DESIGNERS SUGGESTED METHODS, THEN THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH SUCH DEFECT. 7. PROVIDE COMBUSTION AIR VENTS (W/SCREEN AND BACK DAMPER) FOR FIRE- HE CONTRACTOR IS RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND FOR TEMPORARY PLACES, WOOD STOVES AND ANY APPLIANCES WITH AN OPEN FLAME. SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE VERTICAL AND LATERAL LOAD i 8. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A YSTEMS. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE GOVERNING STATE AND LOCAL MINIMUM OF A 90 CFM FAN. RANGE HOODS ARE ALSO TO BE VENTED TO OUTSIDE. CODES AND ORDINANCES. VERIFY ALL DIMENSIONS PRIOR TO ERECTION. �,. lit, -AllI 02 0 O to -71,tD o CO CV rn 4-1 N o w Ii ,i3c)0 to C 1-4 4. Al w`/ % /cr "moo z 14 4 w EXISTING .0111 ?o,r04a „ cit41> 49T25) X6 P.T. POST CB4 21 ii 21' X 10' CONC TG W/ (2) 4 SEW Q 3' LR FR GROUND Z C Q 0 EXISTING I ` I � NEW f— o .---4 S11 �' O 0 I III LLC o Q x 0 �' fY 1 i + NEW CONCRETE SLAB I I tfJ co SEE TYPICAL WALL SECTION DETAIL + O 0 cp 9, cp I Jz > rY Ulsit, i F-0 ,, \ DATI O \ PLAN �1 z ® te . cYl Scale: 1 /8" = 1 '— 0" {.� o , 7 53 � NOTES: 0 . 1. VERIFY ALIGNMENT OF NEW WALLS TO LINE UP WITH EXISTING I ( ¢ a 2. PROVIDE FOUNDATION VENTING TO CODE 3. SEE FLOOR PLAN FOR ANCHOR BOLT & HOEDOWN LOCATIONS ,- � 4. USE 2500 PSI CONCRETE AT 28 DAYS \� � 5. USE GRADE 40 REINFORCEMENT BARS `M- 4 ( -: 4111W 4 `,, 4 ' I hi---------- EXISTING WALL AT SIDE OF GARAGE (VERIFY) 8 CV 9 41-1 EXISTING 7'-10" �j 1/...._ CLOSE OFF EXISTING DOORWAY BOTH DEMINS ' \ OPENING o N .� REMOVE PORTION OF RESIDENCE REAR WALL --\ EXISTING NEW 4X6 P ~° i' °o 5° OST *"..3 Q a \ re/ CREMOVE) REMOVE PORTION OF RESIDENCE WALL HDu2 I RECONSTRUCT PER OWNERS SPEC r2>2X6 ppS / w YoSr 0 �,DU2 I ., mo 4,..,�, /6.. �A 17 LF MIN. Q (2,ZX6 ppS 0e o NEW : 0 rx .. �`` H Q > EXISTING I </,4,4 §, E3 .4001 J " f) J `—' 3 (n : 1-1 c) Iii L Ic LU y z `o • . D41 4) V POSr 6'.6.0 i, pis _O r si �N ; I I F- --------------------------------------- ----- ti ` r EXISTING 106 WINDOW TO REMAIN Urn c`) (-1 d . C-1),' o co /e/ Eco .moi rtt) ' P4 NOTES: 1 \ i FLOOR R � � C!3 Cr) ►n :a In N indicates shearwall type,(See Schedule).* p O d ,Cale: 1 / 4 = 1 — d I s I r - 241-6' 0 0 (y �, tr Indicates sole plate connection to Dble floor joist or blocking g or 5/8"0 x 10" Anchor Bolt spacing (See Schedule).** \a ° * For external walls use '1' except where otherwise noted. 9' i P11-9" * For internal wails use 'A' except where otherwise noted. - "" *** For anchor bolts use 'a' except where otherwise noted. ti tf) ** For sole plate connection use 'g' except where otherwise noted. I 30'-9" 0 cs co 2. Holdowns specified are Simpson products. Install hardware per manufacturers I _J ,/ X N instruction and specifications as shown in the most current version of Simpsion catalog "Connections For Wood Construction". NOTES: 1. EXTERIOR WALL TO BE 2X6 ' 16" D.C. ` Q) p Ct3 Holdowns Anchors: 2. EXTERIOR WALL SHEATHING TO BE 1/2" OSB OR CDX PLY / ny tt0 f' Holdown Anchor NAIL PER SCHEDULE 0 I I • 0 LCD HrT22 SSTB24L 3. EXTERIOR SIDING PER OWNERS SPECIFICATIONS P0U5 SSTTBB244L 4. EXTERIOR WALL INSULATION TO BE R-21 I I O 0) csD 5. INTERIOR WALL TO BE 2X4 CD 16" O.C. I i I Z O Q) 3. Wall sheathing designated as 7/16" CDX Ply may be substituted with 7/16" OSB with similar nailing. SHEAR WALL SCHEDULE ANCHOR BOLT SCHEDULE I - C n p O a i 15/32" CDX Plywood, nail with 8d at 1 • 4. HDU2 & HDU4 HOEDOWNS TO THE EXISTING FOUNDATION ARE TO BE SIMPSON HDU4—SDS2.5 (� 4(c\> 5/8"0 x 10" Anchor Bolts 0 8' o.c. INSTALLED WITH A 5/8" THREADED ROD INSERTED INTO A 3/4" DIA. HOLE WITH A MINIMUM ✓ o o.c. all edges and 12" o.c. field EMBEDMENT INTO THE 6" WIDE CONCRETE STEM WALL OF 12". THE MINIMUM DISTANCE TO THE 1\ 15/32' CDX Plywood, nail with 8d at 5/8"0 x 10" Anchor Bolts 0 48" o.c. I i ( (� al - EDGE OF THE CONCRETE STEM SHALL BE 1 3/4" AND THE MINIMUM DISTNCE FROM THE END \f 4" o.c. all edges and 12" o.c. field b st a OF A STEM SHALL 5E 5". USE SIMPSON ET OR SET ADHEASIVE PER MFG SPECIFICATIONS. 3 15/32' CDX Plywood, nail with 8d at 3" /\ 5/8"0 x 10" Anchor Bolts 0 32" o.c. " (SPECIAL INSPECTIONS ARE REQUIRED FOR ADHEASIVE ANCHORS USED IN TENSION) o.c. ail edges and 12" o.c. field \c //) 5/8"0 x 10" Anchor Bolts 0 24" o.c. T? (,) Indicates SIMPSON L 4 OR A35 spacing in inches, connect shearwall top plates to structure t d11- above (See Details) } .e 5/8'0 x 10" Anchor Bolts 0 16" o.c. \ 1 I '''` ,. r l I o I.I 0 01 Lc) I `-� 1 0 I i \ 1I \ A \ ``\ `\\ ` -7----------/ // // 1 ` .,* `\ / //f r' 1 �5� i \ I J , , 1 `" -,- zdp. fas 7% ii „ \ • I i \ i ti 11 EXISTING ROOF TRUSS SYSTEM 4'''d ' �� a 48" 00,C, tt fPr� §' t--- ---- ---- ---------- -1 7f16' WC PLY HORIZ STRAP //r,\ ROOF SHEATHING \ is �/ I \\ GOOD FOR 1600 LBS 6X12 TO EX ROOF TRUSS i; i// I `\` ROOF SHEATHING 0� (RJ /'f i i I s ' j , SE I i POST W/ CLG. JST. .// co,�� ' AC6 PAIR @ TOP :,,,...---.-i:41.--- 1 ii/ (2) 2X4 TRIMER ,94 t i '' j �...._ 1--- ,..„03....s. —SIMPSON H2.5 i w" .... y- -r t j „/ `I 0 EACH END OF EACH TRUSS j 4X12 / ¢ W I f 70 TOP PLATE j / i , W -t D cn C E 2 X VENTED I --� I , 7' r-,, r BLOCKING t HANG 4X12 ON 6X12 W/ HUSC412 " x W __ GA Q 2 STUD WALL \\\ I x I N rJ1 j A I t j - I WALL SHEATHING 1 C^ Ce X /.j, , —�\ i — O SEE SCHEDULE FRAME OVER CU _ ' 0 (.47- A 0 (J) LO ca { ,� / EXISTING TRUSSES i %� \vie j t j I � ) 10 �J `------- w/2X6 @ 24'O,C. i co -sC`t " OCD /' � R FPERIMETER ,..____./. '� TRIM EXISTING O.H. t I ` Z..-` [ 0 rY 7--t4 4 11,. FROM 30" TO 15" (TYP) ( I ', // x H C2) 2X8,--o 01 i , \ a>f '______-________ _ _ ___ ', i HDR 1 ` ! I 4 ` N L' --\:- vy 1-31 / `-- REMOVE EX t3,H. AT NEW GABLE , Scale: 1 /8" 1 - 0 p4 N (3) 2X6 POST —' 0 — OD cfl CUT OFF TAILS ON — _ to EXISTING TRUSSES i ( LII `� O HANG TRUSSES ON BMS -f �' I NOTES: 1. STRUCTURE IS DESIGNED FOR COMPOSITION ROOF OR MEDIUM SHAKES W/ HUS26 I I 2. USE 2X6 DF CEILING JOIST '5 24" O.C. BOTTOMS OF BMS TO BE I III / C 3. ATTIC INSULATION TO BE R-38 FLUSH' W/ EX CEILING I _ I 4. PROVIDE ATTIC ROOF VENTILATION TO CODE (�` *j1 0 gj 5. PROVIDE ATTIC ACCESS TO CODE 0 / l 6. ROOF SHEATHING TO BE 7/16" CDX PLY 't v NAIL WITH 80 © 6" O.C. PANEL EDGES & 12" 0.C. FEILD 0 l� G. Cd I 7. PROVIDED ROOFING INSTALLATION AS SUITABLE FOR THE LOW PITCH OF THE ROOF. 1 I \: 1 k I I. . !i CV O CMPOSIIION ROOFING Z30# FELT/BARREIR FOR LOW SLOPE ROOF ,�; N V) 1 1/2" CDX PLYWD A *� CSi \,NN SHTG (TYP) A f� a ROOF RAFTERS 0 24" O.C. \ STRIP OFF EX ROOFING TO SHEATHING '" --38 BLOWN-IN INSULATION WITH 2X8 OR LARGER SLEEPERS ON EX ROOF SHEATHING Oi INSULATION BAFFLES AT VENTS NAIL SLEEPER TO EX TRUSSES W/(3)16D PER CROSSING "SIMPSON" H2.5 SEISMIC CUPS NAIL NEW R.R TO SLEEPERS W/(3)16D PER CROSSING11111111114111t '''' ``��,, +40. 2x SOLID BLOCKING W/EAVE VENTS EDGE NAIL ROOF SHEATHING TO SLEEPERS/BLOCKING �S~� ! , rip .\ AS REQUIRED 1/300 1/2" RIDGE 74,-,,_c- � , 6 #i II �, (W/IN3') 1/2" EAVE j a- ' i WI �� 2x8 FASCIA WI11i 5" G.1. GUTTER il oc. 2X6 C.J. ® 24" O.C. y E AND DOWNSPOUT (TV) DBLE 2X4 STRUTS AT EACH RAFTER EX ROOF 4� 1/2" GYP BD E - SIDING PER OWNER SPECIFICATIONS (1)BRG & (1) LAP TO R,.R. f�' � BLD'G PAPER OR "TYVECK" OVER ��d MATCH EX FIN FLOOR ELEV 1/2" CDX PLYWOOD SHTG HANG 4X12 ON 6X12 W/ HUSC412 .0 1/2" GYP 80 P.T. 3/4" TdcG PLY 2x6 STUDS 0 16" O.C. W/R-21 BATT 2X6 R.R. 8 24'0.C. (4) 8D TOENAIL EACH INSULATION 6X12 P.T. 2X6 SLEEPERS 0 16" O.C. t�"� 4X_ , 6 MILL VAPOR BARRIER FLOOR CONNECTION NAILING (PER SCHED) L ;•=j 2x P.TT. SILL W 5 DIA ANCHOR @ TS PER SCHED) 4" THICK CONC SLAB �, W/PLATE WASHERS'PER CODE & SILL SEALER W/W1.4XW1.4- 6X6 WWF AT 518 CENTER y CUT OFF TAILS ON G.I. FLASHING (PER CODE) (2) 2X4 TRIMEREXISTING TRUSSES 3/4"-0" CRUSHED ROCK FILL \ FIN GRD �' HANG TRUSSES ON BMS I (COMPACTED) 8' TALL EXT WALL �. W/ HUS26 EXISTING PATIO SLAB / m BOTTOMS OF BMS TO BE Q ,, �--• 00 .. .".,,,,.=s=_a",a. FLUSH W/ EX CEILING _Csa==sy x (- (2) #4 BARS (CONT) -� 12" J - 2" RIDGID FOAM INSULATION (PER CODE) �C) n I l Q TYPICAL WALL SECTION S n TI 0 \ A-Al I Ix. Q F- 1.)N.T.S. Scale: 1 /8" = 1 '- 0" (I) do Q 0 WI-1J O 0 CY SCHEDULE WOOD i 1. PURLIN TO SILL OR GIRDER 3-8D LUMBER GRADES TO BE AS FOLLOW: 2. BRIDGING TO JOIST, TOENAIL EACH END....2-8DIn 1. PURLINS, BEAMS AND STRINGERS #1 DF-L 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16D (� 16' OC O p 2. JOISTS AND RAFTERS #2 DF-L 4. TOP PLATE TO STUD, END NAIL 2-16d --_I / X 1•.- 3. STUDS STUD GRADE DF-L 5. STUD TO SOLE PLATE: FACE NAILED 2-16d 4. BLOCKING, BRIDGING #3 DF-L OR BETTER TOE NAILED 4-8d > rytxx sl 5. PLATES AND SILLS CONTACTING CONCRETE..PRES. TRTD. DF 6. DOUBLE PLATES 16d 0 24' OC 0 III "0 O `n 6. POSTS AND BEAMS 6X AND LARGER #1 DF-L 7. DOUBLE TOP PLATES ® LAPS, INTERSECTIONS, FACE NAIL 2-16d ."�� r III 6t, - 7. GLULAM BEAMS 8. CONTINUOUS HEADER TO STUDS, TOE NAIL 4-8dco SIMPLE SPAN 24F V4 DF/DF 9. PURLIN TO PLATE, TOE NAIL 3-8d I I I 7 O v CANTILEVER 24F V8 DF/DF 10. I BUILT UP CORNER STUDS 16d ® 24' OC > - S rn c0 8. 2X6 TAG DECKING DECKING GRADE o 1. BUILT UP (LAMINATED) GIRDERS AND BEAMS 3-16d (� 16' OC (3 cn 0 S 9. ALL JOISTS FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NOT BEARING ON) SHALL 12. DECKING TO GIRDER 2-16D 0 EACH BEARING I 7 SE SUPPORTED BY SIMPSON U TYPE HANGERS OR EQUAL. ALL POST TO BEAM AND POST TO 13. NAILING NOT SPECIFICALLY NOTED HERE SHALL BE AS FOLLOWS: FOOTING CONNECTIONS TO BE MADE WITH SIMPSON AC POST CAPS AND PB OR EPB POST BASES. CONFORM TO 2004 OREGON SSC TABLE2304.9.1 III a' ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRUSS TO TOP PLATES AT OUTSIDE WALLS WITH SIMPSON H1 OR H2.5 TIES. INSULATION f 10. ALL BOLTHEADS BEARING ON WOOD, INCLUDING FOUNDATION HEADS, TO BE PROVIDED WITH � �� "41114k.,.STANDARD CUT WASHERS. 1. CEILING WITH ATTIC SPACE R-38 BLOWN WOOL 11. HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 4X12 UNLESS SPECIFIED OTHERWISE. 2. SLOPED CEILING R-30 KRAFT FACED BATTS 12. ALL INTERIOR WALLS TO BE 2X4 0 16' OC UNLESS SPECIFIED OTHERWISE. 3. EXTERIOR WALLS R-21 KRAFT BERG BATTS 13. PROVIDE SOLID BLOCKING OR STUDDING BELOW ALL BEAM, POST LOADS IN WOOD STRUCTURE 4. FLOOR OVER CRAWL SPACE R-25 FIBERGLASS BATTS O FOUNDATION OR DESIGNED BEARING. INSTALL KRAFT FACE OF INSULATION TO INTERIOR SIDE. liW i