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Plans . , . , , , t — cv D WC 0 0 v l a co A plans J RECEIVED shall be on lob site. Fai DEC 2 8 2007 i 110.0' 1 01114*114iilD d / \ \--- 4. c E aUttlINIMMINCIN C m O N M C f/I C O 3 LIA 0 o s r .. The City of Tigard and its 0 Fa employees shall not be r esponsible for discrepancies I o which may appear herein 1 O / re / CITY OF TIGARD Q Approved ( d Conditionally Approved • ( ): For only the wQ�k as described in: Ce / / PERMITNO.' 1 JPcX T 7 G+EB w CI S ee Letter to Follow ( ): Q N � _ - - -- l AttKh ) L ce N �r ' � Job Address: _ K `,� {� Q M ti as EXISTING By: ---- �. Date' . �' a$' U Z I EXISTING RESIDENCE o W O Y � c� DRIVEWAY 0 z y 0 c7 r I te l i � rn G I Q ii Sg U C T UJ 0 w W 45 Q co co H g o Al it 0 cc 69194PE 9 0 0 0 b +- 41' -O' / 77' -0' / 15' -O" 1 a REGON � , is c� A\ P T 1 o,7 ° co Fe 0 RY C • \' W + 0 O i IEXPIRES:12 /31/61 I w Lu ir 0 to N 0 lv t9 SITE PLAN N ° N SCALE : 1" = 20' — w oc L J ( NO TE: FOR REFERENCE ONLY SHEET 133.0' SPI OF 1 OFFICE COPY GENERAL STRUCTURAL NOTES WC® THESE DOCUMENTS ARE INTENDED FOR LIMITED TREE STRIKE DAMAGE G. LAMINATED VENEER LUMBER CLVL) TO MEET THE FOLLOWING v RECONSTRUCTION. THEY DO NOT ADDRESS ALL CODE DEFICIENCIES REQUIREMENTS' J I J THAT MAY EXIST. ANY SEISMIC UPGRADE TO ANY EXISTING COMPONENTS c OF THE STRUCTURE 15 BEYOND THE SCOPE OF THESE DOCUMENTS. F17=2600 PSI. E= 1900000 PSI. Fv =285 PSI *�pp 0 R 0 W m BUILDING CODE: 5. CUTTING OR NOTCHING OF BEAMS. JOISTS AND COLUMNS 15 NOT a N S PERMITTED UNLESS APPROVED BY ENGINEER Of RECORD. c c 0 g 2007 OREGON STRUCTURAL SPECIALTY CODE a w c 4 G. PLYWOOD SHALL BE APA RATED SHEATHING - EXPOSURE I A • m N 8 DESIGN LOADS: o o N A. ROOF SHEATHING' 1/2' APA INDEX 24/0 o • 6 n e a 5 Ei 7 , GRAVITY: B. WALL SHEATHING' 1/2' APA INDEX 24/0 3 W - n a a 1. DEAD LOAD' 15 PSF 2. ROOF SNOW LOAD: 25 PSF C. FLOOR SHEATHING= 3/4' T +G APA INDEX 48/24 3. FLOOR LIVE LOAD: NA D. SHEAR WALL SHEATHING SHALL HAVE BLOCKING AT PLYWOOD WIND: JOINTS. 1. BASIC WIND SPEED' 100 MPH E. REFER TO PLANS AND SCHEDULES FOR DIAPHRAGM NAILING 2. WIND LOAD IMPORTANCE FACTOR CIw)' 1.0 REQUIREMENTS. 3. WIND EXPOSURE' B 4. INTERNAL PRESSURE COEFFICIENT' 0 CMETHOD 1) 7. DRILL BOLT HOLES 1/16' OVERSIZE EXCEPT WHERE NOTED re 5. COMPONENTS AND CLADDING DESIGN PRESSURE' 19.0 P5F LARGER. Q GENERAL CONSTRUCTION: 8. ALL NAILS AND HARDWARE TO BE HOT- DIPPED GALVANIZED. y W w IY 1. CONTRACTOR IS TO VERIFY AND CONFIRM ALL DIMENSIONS. p W NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS z CD AND EXISTING CONDITIONS PRIOR TO START OF WORK. -I < I_ N N 2. CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE m Q 0 o � i STRUCTURE DURING CONSTRUCTION. THE STRUCTURE AS SHOWN ON v G C.) z THE DRAWINGS HAS ONLY BEEN DESIGNED FOR STABILITY UNDER m Y F 0 • THE COMPLETED CONDITION. y -, M Lii CARPENTRY: y 3 0 g w L1J o Ce 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND z al co Q LENGTH. NO BOX NAILS ALLOWED. F O- 2. ALL NAILING TO BE IN ACCORDANCE WITH IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. Z 0 3. ALL FRAMING HARDWARE TO BE SIMPSON STRONG -TIE BRAND OR u EQUIVALENT SPECIFICALLY APPROVED BY ENGINEER PRIOR TO Z D ORDERING. GENERAL CONTRACTOR SHALL PROVIDE ALL 0 l- SPECIFICATIONS OF EQUIVALENT PRODUCT TO THE ENGINEER FOR a _ z APPROVAL. INSTALL FRAMING HARDWARE IN ACCORDANCE WITH °C 0 o MANUFACTURER'S SPECIFIED MAXIMUM NAILS OR BOLTS UNLESS v SPECIFICALLY NOTED OTHERWISE ON PLANS. S P t i C T 4. LUMBER GRADES' �� ` N � °tf3 04 A. ALL 2x MEMBERS TO BE DOUGLAS FIR #2 UNLESS NOTED V w� � � 0 OTHERWISE. 69194PE 9 N. B. ALL 4x AND LARGER MEMBERS TO BE DOUGLAS FIR #1 UNLESS NOTED OTHERWISE. � Q' �'•N o N C. BLOCKING TO BE STANDARD OR BETTER. OR STUD GRADE. . . 10,7° w D. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR MASONRY ��Y C' VI- OL TO BE PRESSURE TREATED. (EXPIRES: 12/31/ 6 I SHEET' E. GLUED LAMINATED BEAMS TO BE 24FV4 FOR SIMPLE SPANS. S O 1 F. GLUED LAMINATED BEAMS TO BE 24FV8 FOR CANTILEVER AND OF 2 CONTINUOUS SPANS. KEY NOTES WCO C., 0 DASHED LINETYPE INDICATES EXIST. FRAMING TO REMAIN tO N OZ FRAMING NOT SHOWN AT AREAS WITHOUT DAMAGE w m a e O REPLACE ORIGINAL DAMAGED. 2x6 RAFTERS AT SKYLIGHT u. al c' 4 E 5 � � uc'C1111 4 3 W HERE SHOWN a m N 8 ��% ��/,� 0 'm _ pO O N O L E °n V i ; � � 6 G 1 N 4 4 ' 4 O EXISTING SKYLIGHT. TYPICAL 3 W R a s O 69194]'E 5 EXISTING GLU -LAM: 5 -1/8 "x15" REGO 0 s F Q PT l o ,,cN , VP O DOUBLE RAFTER OR HEADER WHERE INDICATED AN' fiY C. N' O 7 PROVIDE NEW 1x6 SKIP SHEATHING TO MATCH EXISTING l EXPIRES: 12/31 / b S I C4 Q a w re w 0 Ir � � Q M J II Z Q � 1 , ( W Z O 0 ZY cal- 2 2 M Z2 re F U - o • w o ° W O W cc < 0 Ce H CL 1- i= 1 Z X 1111111111111111111111111111 0 11 1111 IIIIIIIIIIIIIII III � Z m 11 111 011111111111111 ©111 11 1111 IIIIIIIIIIIIIII I I r, u o II 11111111111111111111111111 Ln —I % III 1 I 1 I I p 1 I 1 q I i i I I p 1 I I II I ° I I Eel I I I I � — _ M 1 1 1 1 1 �I 1 ai _ _ _� IIII� � III1 1 I rr '� I I 0 4 11 I I I I � _ _ q 1 1 1 1 1 1 11 �� � L ii _ . _ d / _fi M 1 - I 1 1 1 J _ L � _ i I I I _ f I 1 J_L _ ' II _u_ J� �, ° - j f t,1 ; � T 1 iT -;-tip a N 1 1111111111111111 1111 ° N O © 0 0 w rk N SHEET! ROOF FRAMING PLAN SI • SCALE 1/8•=1' -0" OF 2