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Plans sw Mc(Son $VV terbatdd si ......a st ECEI xx tree _-_ rssc _ _ ' STRUCTURAL NOTES 55 E D ■ FIRE DAMAGE REPAIR = L 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION TRUSS MANUFACTURER. BACKGROUND SUMMARY: � j + , E of ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT FIRE TH B RE STARTED IN NE LOWER FLOOR BATHROOM AND SW ] e "- DE" U 2009 AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAIUNG CAUSED DAMAGE TO THE EXISTING MAIN FLOOR FRAMING C0b '✓yCnlakp� .a ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE SCHEDULE UNLESS OTHERWISE NOTED ON THE DRANANGS. THE FOLLONANG PRIOR TO BEING EXTINGUISHED. (2) ROOF TRUSSES WERE 's" 11sr CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM NAIL SIZES SHALL BE USED UNLESS NOTED OTHERWISE: DAMAGED DURING THE FIRE SUPPRESSION EFFORTS - F. NE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH SCOPE OF REPAIRS: s. EI se Cl ' VI 1 1 Or �l71YW9 4 R EQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND 6D NAIL 0.113 INCH DIA. X 2 INCHES LONG WITH MIN. HEAD DIA. 17/64 NE BUILDING IS TO BE RETURNED TO THE ORIGINAL - �/II r FAMIUARIZED HIMSELF MATH ALL ASPECTS OF THE PROJECT AND HAS IN. PREDAMAGED CONDITION- REMOVE AND REPLACE m • COMPLETE COMPREHENSION THEREOF. ALL PHASES OF THE WORK SHALL 8D NAIL: 0.131 INCH DIA. X 2 )4 INCHES LONG WITH MIN. HEAD DIA. DAMAGED MATERIAL WITH NEW LIKE MATERIAL UNLESS . z _ _ �! I I s,lnc. CONFORM TO THE STATE OF OREGON 2007 EDITION STRUCTURAL 9/32 IN. NOTED OTHERWISE. NO ADDITIONS WILL SE MADE TO THE a m' o I`D � + SPECIALTY CODE, EFFECTIVE DATE APRIL 1, 2007, BASED ON THE 2006 100 NAIL 0.148 INCH DIA.X 3 INCH LONG WITH MIN. HEAD DIA. 5/16 IN. FOOTPRINT OF THE BUILDING. PROVIDE TIRE BLOCKING f ruayxnr m INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, 12D NAIL 0.148 INCH DIA.% 3 INCHES WITH MIN. HEAD DIA. 5/16 IN. PER CODE IN ALL OPENED WALL AREAS. MAINTAIN - --- Alm. o cs' UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE REQUIRED UNIT FIRE SEPARATION AT ALL AREAS WHERE - ue+x�»rac �'8 • FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. 16D NAIL 0.162 INCH DIA. X 3 34 INCHES WITH MIN HEAD DIA. 11/32 IN. ! J WALL OR FLOOR/CEILING COVERINGS ARE REMOVED. ell 2.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE STAPLE OF EQUIVALENT VALUE MAY BE SUBSTITUTED AFTER REVIEW BY `ro —"— ---� i - t FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO ENGINEER. NAILS AND STAPLES SHALL NOT BE OVERDRIVEN. M anuyn is r NOT INDICATE NE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. NAILING SCHEDULE 4 ' (• 4 t i ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND \ RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN IS SW Green sward Tn T SA are inward Ln AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE LUMBER - -- - CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED > s 2 br M L L E R PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY SOT PL/TOP PL TO STUDS, END NAIL (2) 160 AT 2X4, e a 4' MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY (3) 16D AT 2X6 SWV w Terrace _ - > > z z! C O N S U L T I N G MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR _t :. n m z WORKMANSHIP SHALL BE REMOVED AND REPLACED MATH SPECIFIED BUILT- UP/DOUBLE (DBL) STUDS, FACE NAIL 100 AT 8. O.C. m E N C I N E E R S MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. STAGGERED s - • 0 3.THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE DBL. TOP PL, FACE NAIL 100 AT 12' O.C. 2. INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER STAGGERED -. r - ^' CONSULTING ENGINEERS DISCLAIMS ALL UABIUTY IF THESE PLANS AND SW Inez St ±, SA' __ SA Inas S1 9570 SW Borbur Blvd. OR NE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT DBL TOP PL SPUCES, FACE NAIL(12) 10D EA. SIDE OF -� toe ] " " - Q Suite One Hundred THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN JOINT ` ' OINT I SW Bonita Rd Portland, OR 97219 -5412 THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO -- Phone (503) 246 -1250 THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE DBL TOP PL CORNERS/INTERSECTIONS, (4) 100 STAGGERED s ' Fox (50.3) 246 -1395 STRUCTURAL ENGINEER'S RESPONSIBIUTY UNLESS NE CONTRACT FACE NAIL in t1, ...- DOCUMENTS SPECIFY OTHERWISE. CONTINUOUS HEADER(S) (HORS.) TO STUDS, (4) 10D S,tirnebruoka a',.. (3 4.CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND TOE NAIL MAKE ANY NECESSARY CORRECTIONS TO PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT TOP PL TO HORS, FACE NAIL 16D AT 16' O.C. SITE LOCATION OPTIMUM MOISTURE CONTENT PER AMERICAN SOCIETY FOR TESTING AND MATERIALS, ASTM D698 (STANDARD PROCTOR). OR ASTM D1557 JOIST TO DBL TOP PL /SILL PL (4) 10D �y (MODIFIED PROCTOR). THE COMPACTION SHALL BE VERIFIED BY A TOE NAIL LL QUAUFIED INSPECTOR APPROVED BY NE BUILDING OFFICIAL COMPACTED VAN REVISIONS FOR OF AN APPROVED GEOTECHNICAL INCHES BLOCKING TO STI105, TOE NAIL (2) 100 1 VICINITY MAP Q SOIL BEARING PRESSURE 1500 POUNDS PER SQUARE FOOT (PSF). JOISTS TO BLOCKING, END NAIL (3) 16D 0.01 N.T.S 5.DESIGN LOADS: UVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS STUDS TO HORS END NAIL (6) 16D AT 4X6/4X8 I I NOT USED. THE FOLLOWING ARE THE DESIGN REQUIREMENTS: (8) 16D AT 4X10/4X12 A) DEAD LOADS: ROOF = 15 PSF - -- - FLOOR = 15 PSF ROOF TRUSS BOT CHORD TO DBL TOP PL SIMPSON H2.5 WALL = B PSF I f B) FLOOR LIVE LOAD FOR RESIDENTIAL CONSTRUCTION ARE: FLOORS, BLOCKING TO TRUSSES /JOISTS, TOE NAIL (4) 10D 40 PSF; DECKS, 40 PSF; C) ROOF UVE LOAD: SNOW LOAD CONTROLS DESIGN JOISTS LAP SPLICES OVER DBL TOP PL (4) 10D FACE NAIL PROPERTY LINE 0) ROOF SNOW LOAD: PG = 25 PSF v - - PF = 17 PSF (MINIMUM 25 PSF ROOF SNOW) \ _ __ -- ._ ._ Q SHEATHING 6.ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FIR /LARCH (DF/L). /1 UNLESS NOTED OTHERWISE. ALL JOISTS, PURUNS, ROOF B APPROX. AREA OF DAMAGE, SEE D AT 6' O.C. AT ALL SUPPORTED PANEL AND GIRTS TO BE DF/L #2 AND BETTER UNLESS NOTED OTHERWISE. ALL EDGES AND ROOF EDGES AND 12- O.C. AT ALL SHEETS 51.01, 51.02 & SEE Q z W \.. z U _d BLOCKING AND NON - STRUCTURAL FRAMING TO BE CONSTRUCTION GRADE INTERMEDIATE SUPPORTS. ^ AND BETTER. ALL WOOD PLATES IN CONTACT WITH CONCRETE OR 7 I I D z O MASONRY SHALL BE HEM -FIR /2 PRESSURE TREATED UNLESS NOTED FLOORS 10D GALV. AT 6" 0.C. AT ALL EDGES AND O OTHERWISE ALL PREFABRICATED METAL TIMBER CONNECTORS AND INTERMEDIATE SUPPORTS. I ' I (7-3 Z HANGERS SHALL BE FULLY BOLTED AND /OR NAILED. ALL CONNECTORS, LU O HANGERS AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD WALLS BD AT 6' O.C. AT ALL PANEL EDGES AND AT . rc r` O SHALL BE GALVANIZED OR EQUIVALENTLY PROTECTED PER IBC 2304.9.5. 12 O.C. AT ALL INTERMEDIATE FRAMING ' a N W SILL PLATE TO BE ANCHORED TO FOUNDATION WITH 1/2" DIAMETER MEMBERS. \ (Y ANCHOR BOLTS AT 4' -0" O.C. MAXIMUM UNLESS NOTED OTHERWISE. z SIMPSON PREFABRICATED METAL TIMBER CONNECTORS NOTED. OTHER GYPSUM WALLBOARD TYP. AT 1/2' GYP - 50 COOLER OR LL W 0 p TYPES OF METAL CONNECTORS REQUIRE PRIOR RENEW. ALL BOLT HEADS WALLBOARD NAILS AT 7' O.C. AT ALL FRAMING L N OR NUTS BEARING ON WOOD TO HAVE STANDARD WASHERS. BOLT HOLES MEMBERS. NOTE: Q Q IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT, \ J . i DEPENDING ON BOLT SIZE. AU. T URE 5' -0' OF LINE P LAG BOLTS SHALL HAVE PILOT HOLES AS TYP. AT 5/8' GYP -6D COOLER OR 5O STRUC IS YITHIN PER SECTION 11.1.3 OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD WALLBOARD NAILS AT 7' O.C. AT ALL FRAMING CONSTRUCTION. ALL SHEATHING SHALL BE APA RATED GROUP 1, MEMBERS. ,\ EXPOSURE 1 IN COMPUANCE WIN VOLUNTARY PRODUCT STANDARDS DOCUMENT PSI AND DOCUMENT P52. TYP. AT (2) LAYERS 5 /8' GYP. -60 COOLER D.C. • 15/32' THICK SHEATHING TO BE C -D KITH SPAN RATING OF 32/16. OR WALLBOARD NAILS AT 9" / BASE PLY AND BD COOLER AT 7 O.C. FACE - W • 19/32' SHEATHING TO BE C -D WITH SPAN RATING OF 40/20. j - • 3/4' SHEATHING TO BE C -D WITH SPAN RATING OF 48/24. PLY. V C T UR F-- • 3/4- TONGUE AND GROOVE (T &G) STURD -I -FLOOR WITH SUPPORTS AT 9.PLUMBING, FIRE SUPPRESSION. ELECTRICAL, MECHANICAL, LAND USE 5 - - 4Z o 24- O.C. EXTERIOR GRADE UNDER SLABS, INTERIOR GRADE WHERE SITE PLANNING AND EROSION CONTROL ARE BEYOND NE SCOPE OF �y [` PROTECTED FROM MOISTURE AND TO BE GLUED AND NAILED. THESE DRAWINGS AND ARE PROVIDED BY OTHERS. SV P R®/'En • 1 1/8' T&G STURD -I -FLOOR WITH SUPPORTS AT 48' O.C. INTERIOR �.4 � t j ('i z � SW 87TH COURT Q Q w PRODUCTS EXTERIOR GLUE. GLUE ALL FLOORS WITH STRUCTURAL ADHESIVE, 10. SHOP DRAMANGS FOR SPECIFIC ODUCTS GENERATED BY SUPPUER - I N - 3M -5200 OR EQUIVALENT, AT ALL SUPPORTS. SHALL BE SUBMITTED FOR PREFABRICATED JOISTS/TRUSSES. DRAWINGS � G t' ® may_ ` CC z a SHALL BE TO SCALE AND ACCURATELY INDICATE ALL PERTINENT ASPECTS V E"" ALL SHEATHING WALLS AND /OR SHEAR WALLS TO HAVE 2X BLOCKING AT OF THE ITEM(S) AND METHOD OF CONNECTION TO THE WORK. INDICATE 1665gPE 1 Z 1— >- _i Z PANEL EDGES UNLESS NOTED OTHERWISE. SEE NAIUNG SCHEDULE. ERECTION AND TEMPORARY BRACING INFORMATION FOR CONTRACTORS ( Z U USE. CONTRACTOR SHALL REVIEW AND MODIFY AS REQUIRED FOR II! 7.ALL WOOD TRUSSES SHALL COMPLY MATH IBC SECTION 2303.4, EXCEPT CONFORMANCE WITH DATE AND SIGNATURE ON ALL SETS OF DRAY NGS / 8 : z LJJ AS OTHERWISE NOTED. TRUSSES SHALL NOT EXCEED A TOTAL LOAD PRIOR TO SUBMITTAL TO THE ENGINEER. SCHEDULE SUBMITTALS TO ' ' .0 — -.own, .. ct -- LLI W \ / DEFLECTION OF L /360. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ALLOW SUFFICIENT TIME FOR REVIEW AND POSSIBLE RE- SUBMITTAL ti ORE N = F CJ ~ - _ ENGINEERING SHOP DRAWINGS MATH AN [OREGON] REGISTERED '9 O ur ci v) (n PROFESSIONAL ENGINEER'S SEAL SHOP DRAWINGS SHALL BE PROVIDED 11. WHEREVER SHORING IS REQUIRED, LOCATE THE SYSTEM CLEAR WITH THE SHIPMENT OF TRUSSES DELIVERED TO NE JOB SITE, AND WITHOUT OBSTRUCTION OF THE PERMANENT STRUCTURE AND TO PERMIT &x i 5� 2 e U JOB No. fy'a SHALL INCLUDE, AT A MINIMUM, NE INFORMATION SPECIFIED IN IBC CONSTRUCTION TO PROCEED. PROVIDE SHORING SYSTEM ADEQUATELY L - ' • . 2 SITE PLAN 090919 SECTION 2303.4.1. METAL- PLATE - CONNECTED WOOD TRUSSES SHALL BE ANCHORED AND BRACED TO RESIST EARTH AND HYDROSTATIC g � MANUFACTURED AND DESIGNED AS REQUIRED BY WI 1. EACH PRESSURES. § �I7 � c,,., . , 0,0] N.T.S. MANUFACTURER OF TRUSSES USING METAL PLATE CONNECTORS SHALL _ DRAWN CHECKED • RETAIN AN APPROVED AGENCY TO MAKE UNSCHEDULED INSPECTIONS OF ALL TRUSS MANUFACTURING AND DELIVERY OPERATIONS. SHOW CLEARLY $HEFT INDEX B C H l e "M''1 ALL BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. ALL CONNECTION PLATES SHALL DEVELOP THE FULL EXPIRES: 12- 50.01: DATE 12.02.09 STRESS OF NE WOOD MEMBERS. NE TRUSS MANUFACTURER SHALL STRUCTURAL NOTES SUBMIT CERTIFICATES FROM AN INDEPENDENT TESTING COMPANY THAT VICINITY MAP REVISIONS ALL TRUSSES DELIVERED TO THE JOB SITE CONFORM TO APPROVED SHOP SITE PLAN DRAWINGS. COST OF ALL TEST CERTIFICATES SHALL BE BORNE BY THE SCOPE OF WORK 51.01: EXISTING LOWER FLOOR PLAN II S1.02: EXISTING UPPER FLOOR PLAN SHEET 51.03: EXISTING ROOF FRAMING PLAN S 0 01 GENERAL NOTES: 1. SEE 50.01 FOR STRUCTURAL NOTES 2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOUTION, REPAIR, OR FABRICATION OF MANUFACTURED TRUSSES. 3. SCRAPE AND SEAL ALL FIRE /SMOKE DAMAGED MEMBERS NOT REMOVED BY DEMOLITION. 4. PROVIDE FIRE BLOCKING PER CODE IN ALL OPENED WALL AREAS. 5. REMOVE ALL SMOKE DAMAGED INSULATION AND REPLACE WALL INSULATION WITH R -15 AT 2 X 6 WALLS, R -11 AT 2 X4 WALLS, AND FLAT ATTIC AREA WITH R -38. 6. WINDOWS TO BE CL65 AND DOORS TO BE CL54. A 7. PROVIDE SMOKE ALARMS IN ALL BEDROOMS AND ADJOINING ROOM(s) COPYRIGHT 2009 AND ON EACH FLOOR. 8. IN SMOKE ALARM REQUIRED ROOMS WHERE CEILING OR WALL COVERINGS Miller Consulting Engineers,Inc. HAVE BEEN REMOVED, HARDWIRED INTERCONNECTED SMOKE ALARMS ARE REQUIRED. 9. IN SMOKE ALARM REQUIRED ROOMS WITH ORIGINAL CEILING AND WALL COVERINGS REMAIN, 10 YEAR BATTERY SMOKE ALARMS ARE ACCEPTABLE. 10. CONTRACTOR TO FIELD VERIFY DIMENSIONS PRIOR TO DEMOUTION AND - OR CONSTRUCTION. I I MILLER C ONSULTING ��� ENCI NE ERS 9570 SW Barbur Blvd. Suite One Hundred Portland, OR 97219-5412 Phone (503) 246 -1250 Fox (503) 246 -1395 UP UP Cc , ,.> i 1 _,... 0 L LL L CC REPLACE FIRE DAMAGED WALL W/ I I 1 (N) UKE MATERIAL, TYP. w 0 REPLACE (5) FIRE DAMAGED UPPER FLOOR Q JOISTS W/ (N) 2 X 10 DF/L #2 KD JOISTS. PROVIDE 2X BLOCKING AT BEARING LOCATIONS < Z LEI DO I._—_ �Z p T I I � � _ -- - -1��� V I m u, 0 Z 1` � .. I H 0 ` 1 I r I I w ^ (7 ~ �0 ,_ I I I I z � /I 1 1 I I I I w o ' r - � CL Z NQ I I 1 1 I 1 U C T U (E) 2 X 10 FLOOR JOISTS AT 16' O.C. I SA 'R �� R O 0 r D «)1 F .., � � I I 1 I I �1 ^- / , 1 N i� 1 �. I I v� w� F4 ,p I� / /f I I I I 16655PE I I I 1 / ` I 1 1// /// I I I I r e U 1 y OREGO o � : Z � 1 / I I I I o <� I I I I !, /� 1 ( I I I I � 6. 4- " 4 ,,N / I 1 I I ( % I , j / 1 I I i. e_ 0 � Q ., , 2 CJ /I I // I / . c o 1 I , ( r I fi (n J I I I d EXPIRES: 12 - 31- 201-0 1 w� 1 ■ 1 1 I I I I I JOB No. AREA OF DAMAGE 090919 I DRAWN CHECKED EXISTING ecH Kell.. 1 LOWER FLOOR PLAN DATh 12.02.09 51.01 1/2' - 1, -0° REVISIONS LINE IS 2 INCHES SHEET AT FULL SCALE � S1.01 (IF NOT 2' - SCALE ACCORDINGLY) J GENERAL NOTES: 1. SEE 50.01 FOR STRUCTURAL NOTES 2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOUTION, REPAIR, OR FABRICATION OF MANUFACTURED TRUSSES. 3. SCRAPE AND SEAL ALL FIRE/SMOKE DAMAGED MEMBERS NOT REMOVED BY DEMOLITION. 4. PROVIDE FIRE BLOCKING PER CODE IN ALL OPENED WALL AREAS. 5. REMOVE ALL SMOKE DAMAGED INSULATION AND REPLACE WALL INSULATION WITH R -15 AT 2 X 6 WALLS, R -11 AT 2 X4 WALLS. AND FLAT ATTIC AREA WITH R -38. 6. WINDOWS TO BE CL65 AND DOORS TO BE CL54. 7. PROVIDE SMOKE ALARMS IN ALL BEDROOMS AND ADJOINING ROOM(e) COPYRIGHT 2009 AND ON EACH FLOOR. 8. IN SMOKE ALARM REQUIRED ROOMS WHERE CEILING OR WALL COVERINGS Miller Consulting Engineers.Inc. HAVE BEEN REMOVED. HARDWIRED INTERCONNECTED SMOKE ALARMS ARE REQUIRED. 9. G ALARM REQUIRED RBAT WITH ORIGINAL AR AND WALL COVERINGS 10 YEAR REMAIN, 10 YEAR BATTERY SMOKE ALARMS ARE r ACCEPTABLE. 10. CONTRACTOR TO FIELD VERIFY DIMENSIONS PRIOR TO DEMOUTION AND . OR CONSTRUCTION. M I L L E R CONSULTING ENGINEERS C . 9570 SW Borbur Blvd. Suite One Hundred Portland, OR 97219 -5412 Phone (503) 246 -1250 Fax (503) 246 -1395 DN 1 / DN !V I CL_ LL L,J r - - - � ATTIC ACCESS cf I I l 1 I' f' 1 L___J I 1-i-1 — . REPLACE FIRE DAMAGED WALL FRAMING W/ < (N) LIKE MATERIAL //) REPLACE FLOOR SHTG AT (N) JOISTS WI (..� ~ (N) LIKE APA RATED SHTG. ATTACH TO Q D Z j A i / JOISTS W/ 10d AT a O.C. LiJ U / � _ r / I I 11 1 m l ° / r. (2 / IV 1- coL z .>F.'; . 0 U 2�CTUR OQ *0 / / / ; 16655PE AREA OF DAMAGE ��' Ay /' W FX l� y 2 OREGON O p n' k Cl- Z J �`,- .R 15, .� �r �0_ 0 o ~O v) J EXPIRES: 12 -31 - g. T, w LL '7 JOB No. 090919 I I DRAWN CHECKED EXISTING ecH d • 1 UPPER FLOOR PL N DATE 12.02.09 REVISIONS S1.0 1/2' = 1' —D" LINE IS 2 INCHES SHEET I AT FULL SCALE S1.02 (IF NOT 2 - SCALE ACCORDINGLY) GENERAL NOTES: 1. SEE 50.01 FOR STRUCTURAL NOTES 2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION, REPAIR, OR FABRICATION OF MANUFACTURED TRUSSES. 3. SCRAPE AND SEAL ALL PRE/SMOKE DAMAGED MEMBERS NOT REMOVED BY DEMOLITION. le 4. PROVIDE FIRE BLOCKING PER CODE IN ALL OPENED WALL AREAS. 5. REMOVE ALL SMOKE DAMAGED INSULATION AND REPLACE WALL INSULATION WITH R -15 AT 2 X 6 WALLS, R -11 AT 2 X4 WALLS, AND -Rig, - „.., FLAT ATTIC AREA WITH R -38. 6. WINDOWS TO BE CL65 AND DOORS TO BE CL54. 7. PROVIDE SMOKE ALARMS IN ALL BEDROOMS AND ADJOINING ROOM(s) r 1 8. AND IN SMOKE ALARM RE ON ACH FLO drilglaati . Miller Con uINng En i y� yip HAVE BEEN REMOVED, HARDWIRED INTERCONNECTED SMOKE ALARMS REQD 9. SMOKE AREAA RE EA ROOMS OATH ORIGINAL CEILING AND WALL COVERINGS COVERINGS REMAIN, 10 YEAR BATTERY Y SMOKE ALARMS MS ARE ACCEPTABLE. 10. CONTRACTOR TO FIELD VERIFY DIMENSIONS PRIOR TO DEMOLTION AND ft r I L OARR E CONSTRUIREUCT. ION. UIRED ROOMS WHERE CEILING OR WALL COVERINGS 9 9 I 1 , I I i , I I I I I I I MILLER T T 7 I F— 3 CONSULTING � � F - - - - - - - � i t E N G I N E E R S ii t 1 I I I I' ; I 1 1 / ' I 1 I . I I 9570 SW Barbur Blvd. 1 L - II Suite One Hundred I 1 1 1 1 Portland, OR 97219 -5412 , I ' I I I -- -I ' I Fox a (503) 246 -- - 1395 50 yI, I I I i ' I ' II - jl I I ■ I I �,. 1-- - -�-, I I 1 i t 1 F I I REPLACE 1 X 6 SKIP SHTG AT (N) I I ' I 1 I i 1 TRUSSES W/ (N) UKE MATERIAL I E• - - -- - - I I /V I ATTACH TO TRUSSES W/ (2) 10D NAILS �I. LL AT EA. TRUSS. STAGGER END LAPS �- -yam' MIN. OF 24'. I I I I I I 1 1 I_ � II I , 1 1 • L _ � !( I I , , W F =_- ■_-� __ �1 I ` - -1 1 I I I cy I r - - -� I I I , iii .1 1 I+ 1 1 ! I I ! I i) I 1 1 �T- - - -F'-' rI I I --- �L —� I Q 1 1 4 L- - - �f -) (2) TRUSSES DAMAGED DURING FIRE I I 1. _ - _ _f _ - -4 h _ SUPPRESSION EFFORTS TO BE - s G' - r - I I i t 1 REPLACED W/W (N) LIKE TRUSSES PER I ' I i 1 I TRUSS M• TRUCTURAL TES D 0 g L 1 1 I I I I ON SHEET FG. 50.01 SEE FOSR FRAMING DETAILS J , I I I 0 D LLB U , I I I 1 , I 1 Ji CO Q U t I I is, 1 1 t f ---- �W et �__= 30 I . I I N% I I �Z NQ I 1 { I _ ;I I I I 11 II '` I I I I i 1 I I I I I 4* �RUCT 1 1 I �0.o P ROFF C G I N n �' I I I I 11 I i I O I. �, 4v).-- a��09 II I I I I Cc 16655PE I (2 y I I I I I I ; H Oz " 'f �1 I I I I 1 i i I I Z z 1 (IIA -7 OREGON o .. I I I I I i L -- I i l i w ( I I i 41 © I 1 ' II 090919 1 . I i I II i DRAWN CHECKED EXPIRES: 12-31- w 2 ( 1 L _ - -- - - - - - , _� 1 _ II BCH �,.,,..� • r r 1 — I r - - -- I DATE 12.02.09 I _ i I I I REVISIONS 1 L 1 _ L 1 EXISTING 1 ROOF FRAMING PLAN I LINE IS FULL INCHES I SHEET 1 ,1" = 1, -D AT FULL SCALE 1.03 IF NOT r - SCALE ACCORDINGLY) S 1