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12625 SW HALL BLVD , pp- •, d: r ARCHITECTURAL NOTES STRUCTURAL NOTES REVIEWED /-1 WINSTtwAD & l,s:.oc Ing. -3y 1. Off SMOKE DETECTOR SHALL BE PRCOCEC IN ! ACH i3EDF;C3A1 PER GENERAL SECTION 310.9.1 UBC, SMOKE DETECTORS SHALL BE CONNECTED BY CONTINUOUS 12GV CIRCUIT AND SHAD_ HAVE AN ALTERNATE POWER SOURCE. 1 . ALL CONSTRUCTION SHALL CONFORM TO THE "1997 UNIFORM BUILDING CODE" 2. INSULATION SHALL. BE PROVIDE FOR N,_W CONSTRUC'1CN A� FOLLOWS: WITH STATE OF OREGON STRUCTURAL_ SPECIALTY CODE AMMENDMENTS AND THE REPLACE DAMAGED EXISTING 2x4 EXTERIOR WALLS R 1', 200': "ONE AND TWO FAMILY DWELLING SPECIALTY CODE." REPAIR / FLAT CEILINGS AND FLOORS R30 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON CONSTRUCTION CS1 .2 TRUSSES AS RLQ'D VAULTED CEILINGS R30 GENERAL CONTRACTOR: DOCUMENTS AND SHALL_ NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO - - c S =THE START OF ANY REL(-VANT WORK. - - - - 3. NEW WINDOWS HALL BE SOW-E WITH ti,AX V-VALUE OF 0.40 FOR ADDITIONS BELFOR (E) EDGE OF ROOF ' AND NEW CONSTRUCTION (MAX U-VALUE OF 0.65 FOR REPLACEMENT WINDOWS ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. 3592 OCEAN BLVD., P.O. BOX 1265 iit t IN AN EXISTING BEDROOM EMERGENCY EGRESS SHALL BE MINIMUM OF 821 SQUARE INCHES HOUSE ALL GLAZING SHALL BE PER UBC CHAPTER 24. c )' THE CONTRACTOR SHALL BE RESPONSIBLE BLE FOR THE REVIEW AND COORDINATION COOS BAY, OR 97420 c j Y 11 ' (5.7 SQUARE FEET) OF OPENING WITH A MAXIMUM FINISHED SILL HEIGHT OF OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF 541) 888-9100 44 INCHES ABOVE FLOOR LEVEL PER UBC SECTION 310.4. CONSTRUCTION. ANY W)RK PERFORMED INCONFLICT WITH THE CONTRACT 1541) 888-4156 FAX (N) GABLE END I (N) GABLE END DOCUMENTS OR ANY CCDE REQUIREMENTS SHALL BE CORRECTED BY THE OR CCB# 146973 - - - CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER. I TRUSS BY MFG TRUSS BY MFG 4. UNIT ENTRY DOORS OFF OF CORRIDOR SHALL HAVE A 20 MINUTE FIRE I ' RESISTIVE RATING 4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER Validity of Permit GENERAL NOTES. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALT. � �� The issuance or granting of permit 8E AS SHOWN FOR SIM LAR WORK, 'U or approval of plans, specification,, I � '� alld computations shall not be '`D `L�� 5. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED Z " °0 1 I' �' �� STRUCTURE. THEY DO 'JUT INDICATE THE METHOD OF CONSTRUCTION. a construed to be a permit for, or an 00LEGEND a ro til 11 r,I I ; g THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO pp val of any violation of any of (E) 2r. STUD - r� �- I (N) 2x STUD WALL - Z I P� PROTECT THE STRUCTUh'E DURING CONSTRUCTION. SUCH MEASURES f the. provisions of thus code or of any WALL BLW TYP \, ; PER DET 1/S1 .1 TYP 1 + A.B, ANCHOR BOLT HDR HEADER c- �� ABV ABOVE JST JOIST SHALL INCLUDE, BUT NtT BE LIMITED T0, BRACING, SHORING FOR y ether ordinance of the jurisdiction, I \ 0�� LOADS DUE TO CONSTR JCTION EQUIPMENT, ETC. OBSERVATION q ALT ALTERNATE MBR MEMBER VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT L 1I BLKG BLOCKING MFG MANUFACTURER - c I I BLW BELOW (N) NEW INCLUDE INSPECTION OF THE ABOVE ITEM.. Y I BM. BEAM O.C. ON CENTER 6, THE CONTRACTOR SHALI BE RESPONSIBLE FOR ALL FLASHING, SEALING L� I B.M. BOUNDARY MEMBER OPP OPPOSITE AND WATERPROOFING M •ASURES, UNLESS NOTED OTHERWISE. _ �' WINSTfI",J & ASSOCIATES �� ,cl CPI oI1 v 3 _ - _ B.N. BOUNDARY NAILING P T. PRESSURE TREATED J CEILING JOIST O P.Q. BOX 219 I I� r 7, DESIGN LOADS: F'_OOR: 40 PSF � ' " m" � '� 51 .2 ° I I� CLR CLEAR RR ROOF RAFTER [ECK: 40 PSF n li OREGON CITY, OR 0101 1 SHTG SHEATHING �1CONE CONCRETE I2 SIM SIMILAR z1 I CONT CONTINUUMS Qc.O.G. SLAB ON GRADE WOOD I DBL DOUBLE (N) TRUSS (N) TRUSS STAGG STAGGERED N EDGE OF ROOF II DIA, 4, DIAMETER T&B TOP AND BOTTOM 1. ALL NEW 1x & 2x WOCD MEMBERS SHALL BE DOUGLAS FIR LARCH-NORTH, ( ) BY MFG BY MFG ,-- -_-_=-�J (E) EXISTING TYP TYPICAL NO. 2 OR BETTER. 11 E.N. EDGE NAILING U.N.O. UNLESS NOTED OTHERWISE I' FTG FOOTING 2. ALL NEW 4x & 6x WOOD MEMBERS SHALL BE DOUGLAS FIR,/LARCH-NORTH, NO.1 E V,I,F. VERIFY IN FIELD O DBL 2xHD## SIMPSON HOLDOWN W/ WITH 3. NAILS SHALL BE COMMON NAILS, MINIMUM NAILING REQUIREMENTS a BEARING WALL OUTLINED IN UBC TAB(_;: 23-II-B-1 SHALL BE FOLLOWED UNLESS NOTED 1 Q DENOTES EXISTING STRUCTURE OTHERWISE. ENGINEERING & DEVELOPMENT DENOTES NEW CONSTRUCTION/STRUCTURE 4. SEE DETAIL 1/51.2 FOf: TYPICAL WALL FRAMING & NA!l_ING REQUIREMENTS. 322 NW Fifth Avenue, Suite 201 DENOTES STRUCTURE BELOW 5. CONNECTION HARDWARE. SHALL BE PER SIMPSON STRONG TIE CO. (503)223, Oregon 97209 )' (N) LADLE EVD ` 'o - - - - - (503)223-0412 FAX (503) 23-0423 \•� z rJdG�� 6. ALL STRUCTURAL LUMBI R SHALL. BE VISUALLY GRADED OR MACHINE GRADED I I I TRUSS BY MFG ` \ UNDER THE 1970 LUMr ER GRADING RULES OF WEST COAST LUMBER INSPECTION 1 I I I I \ BUREAU. ALL LUMBER SHALL BEAR LEGIBLE IDENTIFICATION STAMPS. t I I I I (N) AB E E NU . _ (N) i,AE3LE END --, I 7. LUMBER SHALL BE DRY AND WELL SEASONED, AND THE MOISTURE CONTENT ' SHALL NOT EXCEED 19v". R SS BY MFS 1-RUSS BY MFG I I I II %K c OFESS/p I O,+ 8. WOOD (MEMBERS IN C&,JTACT WITH CONCRETE, SOIL, OR THAT ARE EXPOSED P� Nq i �/ I I I I "`i� I I �, �o' TO WEA-HER SHALL BE PRESSURE TREATED. O `( P T DRAFT STOP ABV I I , I I � I 0/ � P� �F Fy CEILING TYP, PERAB E N GN I O G`� r Q I I I I 9. ALL STRUTURA. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR STANDARD � Z DET 2/S1.3 (S� SEE ARCH TRUSS BY MF I I GRADE STRUCTURAL 1 NITH EXTERIOR GLUE CONFORMING TO THE LATEST No. 5a9 m NOTE 1 EDITION OF PS 1, ALL PANELS SHALL BEAR LEGIBLE DFPA STAMPS. ORIENTED # / STRAND BOARDS (OSB) MAY BE SUBST TUTED FOR PLYWOOD SHEATHING IF Ex 30/ 2 - DRAFT STOP ABV - IT IS RATED BY APA'S PERFORMANCE STANDARD RATING AND IS OF THE CEILING TYP, PER o SAME NUMBER OF LAYT.RS AS PLYWOOD PLY INDICATED ON SHEARWALL s/gTCI V✓�G� \1.2 LC CET 2/S1.3 X SCHEDULE OR WALL FRAMING DETAILS. E OF ( � 10, ALL NEW EXTERIOR PLIWOOD WALLS SHALL HAVE MINIMUM 1/2" PLYWOOD I i Klli;lil N I KiiCJ11 N-� Z OR OSB SHEATHING N, ._ED WITH 8d @ 6/6/12 (EDGE/BOUNDARY/FIELD), U.N.O. a a 11. ALL JOISTS, BEAMS AN.) HEADERS WITH NON-BE .RING END SI,IPppRTS C,'WAI i � ------- - -------- - k HAVE MINIMUM SIMPS01' HANGERS, U.N.O. I I r L� ____:P 12. ALL BOLT HEADS AND `JUTS WHICH BEAR AGAINST THE FACE OF WOOD j -- DRAFT STOP ABV 1 I MEMBERS SHALL BE PROVIDED WITH METAL (MASHERS. I CEILING TYP, PER I I 13, RETIGHTEN BOLTS BEFORE CLOSING IN.DET 2/S1 .3 �- ,� 11 o I I�, Pj 14. UNLESS NOTED) OTHERS DISE, ALL NEW WOOD SILL PLATES UNDER BEARING, UD 1" �� EXTERIOR OR SHEAR r,ALLS IN CONTACT WITH CONCRETE SHALL BE BOLTED001 - - - - -- `L/ice PROPERTY LINE TO CONCRETE WITH 1/," DIA. ANCHOR BOLTS SPACED AT 4'-0" ON CENTER z I Hl Iz ��'�^�° _ - - - -- - - - - - - - - - - - - - _ (MINIMUM OF 2 BOLTS PER WALL). BOLTS SHALL EXTEND A MINIMUM OF 8° - (N) 2x STUD WALL ._ - I O � INTO CONCRETE. "RAM�.ET' 7132 POWDER DRIVEN PINS AT 1/3 OF BOLT zI --- - - - - - -- - - - - - / PROVIDE 50 CFM FAN PER DET 1/S1 .1 TYP `\SII +�Q� I I SPACING MAY BE SUBSTITUTED FOR ANCHOR BOLTS AT INTERIOR NON- -- - -- 2 ,YP @ KITCHEN HOOD tt x, I I SHEAR WALLS ONLY. , S1 ,2 I I & BATHROOMS. VENT I �0° I ' PER DET 7&8/S 1 ,3 1 O c;' I T_ I w t r-,, i ' I OFFICE i L' I I ADHESIVE (DRILL & E?OXY) ANCHORS , only the w k ,ii:; described +..�... Re ►aiT NCS E_:,0 0.t._ .- I 11 I ��I I I I I I ��I_MT I �e l atter ro onow.... I cD I I I I I I -; a0 I cp --- - - L__ Gtr tch _.... ._ - t I I 1. THREADED RODS SHALL BE ASTM A36 OR ASTM A307. ANCHOR BOLTS SHALL s z I " I I 0 BE ASTM A307 WITH y tri ___L- __ L1 1 I I I STANDARD HOOK OR OTHER DEFORMATION, REPAIR REPLACE --- ,I �, I I i I 1 I _. CJa+e l w r z z I I ,.I I ICL 2. DRILL & EPDXY" DENO'ES THREADED ROD OR REINFOCING BAR INSTALLED _ (E) 2x STUD WALLI I v, L_...--.____..._.I ; , z ' I FIRE L L�_L11ALI H LLl_IH I I I I l „ PER 5/S1 .1 I ! ; i i I INTO EXISTING COHERE;F USING SIMPSON SET HIGH STRENGTH EPDXY", t- I I I I DAMAGE I SIMPSON STRONG-TIE C-D. (ER-5279), 'HILTI HY--150 ADHESIVE ANCHOR i k- - I SYSTEM', HILTI, INC. IC30 5193 INJECT-ION ADHESIVE ANCHOR - I t-,- -- .__ -- -- -- 7-� - 1 I ZONE -- (N) GABLE END (N) GABLE END I _ ( ) "COVERT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ---- j CIA-GEL EPDXY SYSTEM, COVERT OPERATIONS, INC. (ICBG#4846), OR PLAN CHECK 11/13/02 (E) EDGE OF ROOF II TRUSS BY MFG TRUSS BY MFG W _ I w i _ I APPROVED EQUAL. L I ISSUE DESCRIPTION Cif j -- I .. .----- ---.__ E 18TH ST ------------ L ' - FIRE REPAIR MANCHESTER SQUARE I ----- - --- � I ; I (N) 30-YR ARCH COMP o I I SHINGLES OVER 30# FELT I I 1 MEMBERS OBSERVED Tll HAVE STRUCTURAL FIRE DAMAGE ABOVE AND BEYOND APARTMENTS I i (N) ROOF SHEATHING z SURFACE DISCOLORATIO J SHALL_ BE CLEANED AND SCRAPED TO REMOVE ANY I CHARRED MATERIAL. 11,1 ALL CASES, (.'EMBERS SHALL BE REPLACED PER THE 1262 SW Hall 1/2" CDX PLYWOOD (OR OSB) I I _j DRAWINGS WHEN SCRAi LNG OF CHARRED MATERIAL RESULTS IN REDUCED Portland,UNBLOCKED (P1=32/16) N MEMBER SECTIONS EXCEEDING THE FOLLOWING CRITERIA: Portland, OR 97223 8d NAILS ® 6/6/12. I I SEE DETAIL 1/S1 .2. I I NOMINAL MEMBEF SIZE MATERIAL REMOVED f a- lx 1/16" t o 2x AND LARGER 1/8 ' FIRE RESTORATION I T1 11T TTI I °- STRUCTURAL FRAMING SHALL BE REPLACED TU MATCH EXISTING MEMBER NOTES: I I SIZES SHOWN, U.N.O. 1. (N) XY DENOTES NEW WINDOW I I 2, GALVANIZED GAUGE ME!A.L HARDWARE (e.g. SIMPSON CONNECTORS) EXPERIENCE ROUGH OPENING SIZE. CONTRACTOR I I LARGE REDUCTION IN DUCTILITY WHEN EXPOSED TO EXTREME HEAT AND ARE SHEET TITLE SHALL FIELD VERIFY ALL DIMENSIONSj PRONE TO BRITTLE FAILURE. ANY HARDWARE SHOWING EVIDENCE OF HEAT SHOWN. SEE ARCHITECTURAL NOTES, j DAMAGE, SUCH AS BUEBLING OF SURFACE GALVANIZATION, SHALL BE REPLACED GENERAL NOTES, ----------- - ......- - - J To MATCH EXISTING, u,N.O. PLANS & LEGEND �� INDICATES POST ABOVE 'WITH FLOOR STRAP PER DETAIL 9/S1 .3, U.N.O. E 18TH ST ENGINEER KT, JH (^±3��C'"C n DATE DRAWN BY JH Nnv t 1Q0 (-1 C V 0�L CADD FlLE PROJECT NUMBER �� 102221 C,1-1 Y OF i IGARU SHEET NUMBER BUILDING DIVISION Hell Blvd, 12625 BIJP2002-00509 1 of 4 silo ROOF FRAMING PLAN 3/16"=1'-�" 3 SITE PLAN 1/32"=1'-0" GENERAL NOTES NOTICE: IF THE PRINT OR TYPE 0I4 ANY 11 I i I I I III I I I II I I III III I I III III III I I I I I I III III III III III III I I I I I I III III III III III III I I III I I I f III III III ' I I III I I III III 1 1 1 110 1 1 1 III III I I I I I I I I I I III V I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I_ L _ _I_ I l --L- I- GI I I1 --I---! -ISI --I - I I � L lU�- IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT � 1,6 8Z LZ 9Z �Z 6Z �Z �Z i1Z UZ 8[ 811 91 '�1i 6t £i �t ��i �i �6 t3 L j9 T4 E �Z I �i�eup illlll (III (III (III IIII�IIII Ilil�llll (III IIILIIIII III!I'!III IIII�IIII�IIIIIIIIL�IIIIIIIII IIII�IIII IIII�IIII Illllllll�lllilllll lill�llll IIIIIIIII I IIII�IIII�IIII�lllllllll�lllllllll�lilllllll�ll II II �IIIIIIIII�LW�l�lllllllll�!11ll11�1W�Ill�W1111�llllllll�llllll 111 GENERAL CONTRACTOR. BELFOR 3592 OCEAN BLVD., P.O. BOX 1265 COOS BAY, OR 97420 (541 ) 888-9100 (2)16d FACENAIL HEADER PER PROVIDE DOUBLE SEE SHEAR -- (541) 888-4156 FAX 1<U ONE PLATE SCHEDULE KINGSTUD WHERE MIN PLATE SPLICE / TRANSFER HEADER SCHEDULE (SEE NOTE 1) OR CCB# 146973 TO STUD -- OR PLAN OPENING -- ON - 4'-0 W/(8) 16d "� ORCPLAN OPN G WIDTH HEADER SILL WHERE OCCURS 2x STUDS EXCEEDS C-O" U.N.O. ON PLAN III, UP TO 1'-0" 48 2x © 16" O.C. - - — -- - - __--- . SEE PLAN f 18'-0" TO 10'-0" 402 (3)_2x -- - � I .� PROVIDE - DOUBLE �� (2)16d -- - _-__ .- == - -' � -�_, _-a : ... ._ _ _ .^ _ A- TRIMMER FACENAIL II- - _ _ - -II - - - - - 1 _ l I I AT OPNG'S STUD TO NOTE: I II II + I �':�Ll r I I ! Fc 't;i.IL I I r GREATER HEADER 1. HEADERS, KINGSTUDS AND O1 HER ' E;EU I I THAN 8 -0 II ) � REFERENCES ON PLAN GOVERN ' --•-_... � I .. .. . - - 1y I I ! ' " ' OVER TYPICAL DETAIL - b 0 MAX. I t 2X TRIMMER 2. NEW PLYWOOD NAILING SHALL BE I AND KING STUD -- 8d @ 6/6/12 (BOUNDARY/EDGE/FIELD) - L L. _ _I ' 3. AT WOOD FRAMED WALLS USE SILL CONNECTION PER SHEARWALL PRESSURE SCHEDULE L _ _ ._. _ _ _ _.. ._ _ _. _ ._ ._ __�� + ; ' ,. ... - _. - _ _. I - - � � h- _ - TREATED ( - "� ( , SILL PLATE -- - -- -- j 4. PATCHES IN SHEATHING SHALL BE 2 44X I LL F�LL12 l , L� j l MINIMUM 2'-0" IN LENGTH AND SHAT ' (E) DBL 2x FJ �� la j IOP OF Sl_AB1 ENGINEERING DEVELOPMENT 1 - _ _ BE NAILED AT EDGES PER NOTE 2. a 1 I n F + OR SHEATHING 322 NW Rflh Avenue, SUIIe 201 3" MIN / FAX 20 2230423 12 �.' DBL 2x8 ® � (2)16d FACENAIL OR -- ( b0 n22d�Oregon 97209 EA END --� (2) 8d TOENAIL EA. 9 MAX - t�2 0 A.B. @ ( ) 1 ) SIDE OF STUD 16d FACENAIL I I (Ir 4, 0" O.C. MAX � 12" O.C. (E) DBL 2x f J MULTIPLE STUD OR 16d @ 6" O.C. FULL LENGTH AT WOOD FRAMED WALLS FESS/ (N) 2x8 FJ - O p C�ql L_ _ - - - - - - -' - - - -�_- __.... � t. ; � . ..._.. � _ -___ ._-._� i @ 16" O.C. � Q� ' I . � p�`( TSF' G� _ _ _ _ _ _ _ _ ._ _ _. _- m -- (N) 2.x RAIL rn Z ! ( (E) STAIR J �' WALL, ABV No, 58 jI jT L i- I I �.� v Ex 30/ 2 1 - � (N) 2x SEPARATION s•/, CIV 1� Oa f qTE OF OREG WALL, ABV l I I 3 — i f I I L` i —~ 51.3 6— X I (E) Hbl� S1 .3 cv IL 51.2 (E) 2x FJ , + TYP TYPICAL BEARING/SHEAR WALL FRAMING _ w % 3 ^ I ' (N) 2x12 STRINGER - m 1 I C7 X TYP I.I�I� JI ....... ....... m N 1 x x + J 1 I' 1°.1'c-H L hJ I n 1 I II u Z I I I 1 i 1 (F) f)Pl FJ I L (E) DE, 2x FJ 1 I I t I >� -- � ,� 2x4 DECKING (TYP) � '"I I� `V I II , 1�`+ `�Q��'�C' ,IL (2)16d EA JOIST (2)16 d FACENAIL -- HEADER PER SEE NON-BEARING ' w' - _i (N) 2x BLKG PER �� yy, �� 1 — -- — `� y ' DET 4/S1.3 0�'c�F. �� ;'i --- -- THRU ONE PLATE SCHED MIN PLATE SPLICE PARTITION ANCHORAGE HEADER SCHEDULE (SEE NOTE 1) i _ -- - --- - — -- I , O I, TO STUD — OR PLAN 4'-0" W/(8) 16d / DETAIL FOR CONNECTION f ;' 4'-0" + 1 OPN GWIDTH HEADER - •_-.-.. .__._____...__ _,. ' 1 � 2x STUDS ,� U.N.O. ON PLAN � TO FRAMING qx4 - ' @ 16" O.C. - _-_--- UP TO _. - z I 6'-0„ TO 8 -0" 4x6 r� SEF PLAN _ _ ._ _ ._ _ . _ ._ , _ ._ _ _ ._ , PLAN CHECK 11!13/02 I I ' 8 -0 1 - x II II ISSUE DESCRIPTION F FACENAIL II ; I IF''' I STUD TO I - - I _ NOTE: MANCHESTER SQUARE �I / HEADER x 1 . HEADERS, KINGSTUDS AND OTHER < APARTMENTS II II j REFERENCES ON PIAN GOVERN CD OVER TYPICAL DETAIL. 12625 SW Hall 7. 2X TRIMMER � 2. INSTALL 1x6 DIAGONAL LET-IN BRACE Portland, OR 97223 AND KING STUD - - \ AT 34'--0' O.C. AND AT EACH END IN ALL \ WALLS NOT PLYWOOD SHEATHED, >< PRESSURE MAXIMUM SLOPE OF DIAGONAL SHALL FIRE RESTORATION TREATED BE 2 VERTICAL TO 1 HORIZONTAL. I� --- -- -- SILL PLATE - - - - 3. NAIL SILL PLATE TO WOOD FRAMED WALLS ABV NOT SHOWN FLOORS WITH 16d @ 12" O.C. TO _ FOR CLARITY TOP OF SLAB -- BLOCKING BELOW SHEATHING. SHEET TITLE: --- - --- -___- _ - ----_- - OR SHEATHING r � / - - 0.145"0 POWDER DRIVEN GENERAL NOTES, (2)16d FACENAIL OR 3 MIN ANCHOR W/1 3/e WASHER PLANS & LEGEND (2) 8d TOENAIL EA. - 9' MAX - AND 1" EMBEDMENT AT SIDE OF STUD 16d FACENAIL 24" O.C. AND 6" FROM @ 18 O.C. MULTIPLE STUD END OF PLATE ENGINEER FULL LENGTH (SEE NOTE 3) KT, JH DATE DRAWN Bl JH CADD FILE PROJECT NUMBER 102221 Al SHEET NUMBER Hall Blvd. 1262.5 BUP2002-00509 2 of " TYPICAL NON-BEARING PARTITION WALL FRAMING 3/8„� 1'- 0” 2 SECOND FLOOR FRAMING PLAN 316 - ' -° 3 NOTICE: IF THE PRINT OR TYPE ON ANY I I III III I I I I I I I III III I I I I I I III III I I I I I I III III I I I I I I I III III I I I I I I III III III III III I I 1 I I III I I I I I I I III III III III I I III III I I I I I I III III 1 1 1 1 1 1 1 III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I - IT IS DUE TO THE QUALITY OF THE tull, "° '�ORIr-INAL DOCUMENT 8Z S Z G Z 9T7 Z i Z S� Z i 7 O Z S i 8 I L t 8ft 4 t Eli E 1[ Zf t 1 t i 8lL I9 I l9 11b I f£ Z I t 11YllN�I �� I I iiI �IIIIIIIIII1111111111111 IIIIIIII I111�11►►illlll1111111111111111111111►�IIIIIIIIIll11llu►lllu�llullullll111L1llllillLtllllllllll ll�11�u IIIIINIII�� I III (III (IIIIIIII 1111111.IIIIIIIIIIIIIIIIIIIIIIIIIIIII LIIIII�IIIIIIIIIIIII► 111111 IIIIIIII IIIIIIII I�I�III 1111111 III � BLOCKING WHERE - B N E.N. /- FIELD NAILING (F.N.) ( . SPECIFIED -. — Z —•� 1�— —•�•�- - t _ t • • _ �_ • • • _� • • • -ile r I II 1 1 v I ! I I - (N) 2x SEPARATION WALL \• I.1 •I ���,.-,-\ r PER DET 2/S 1. 1 I I \� y (N) SIIF G l I I I I I '�. / GE'JEFAi CONTRACTOR: 1.1 I•I I•I I I•I —` I'1 BELFOR I I I I I I l i I I I , , 3592 OCEAN BLVD., P.O. BOX 1265 lei I I I I I ��I I I I C00� BAY, OR 97420 _j L - - J0 L. - - a•L - - - '- •I_ - - - �er - - - ,•L 1 /541) 888-9100 _ _ _ _ 541) 888-4156 FAX • (N) 2x RAIL WALL Ir - —� — �•r - - — — 1•r - — l•r — —�—�7 r — �•r 1 1 I I I I I I I I OR CCB# 146973 I I I I 11 (N) 2x WALL PER PLAN PER DEI 2/S1.1 11 1 I TWO LAYERS EXTERIOR RATED 1.1 I I.1 I•I �i I 1•I I I I I I I I I I I I I (E) ROOF TRUSS 5/8" ��TYPE X" GYP BD. (N) SHTG 1 lei 1 I I I I I i t•I I I•I I•I I• I I 1.1 - (N) ROOF SHTG I I I I I 1 1 1 1 11 1 B.N. PER PLAN t -L - -�}�� •, > > (E) CUNC (N) 2x BL.KG 0 24" U.C. BL W E,N. _ V X' - SEPARAFION WALL, MIN ( 1) BAY - TYP Til, (E) FLR SHTG - (2) 16d EA END EA BLOCK PLYWOOD = - P - JOIST OR 1 S N I, SEE LAN TRUSS L! ` FOR SIZE AND BLOCKING li - (N) GABLE � (N) ROOF TRUSS i - (N) 2x DECKING PER PLAN END ROOF BY MFC (E) ROOF TRUSS TRUSS BY MFG LEGEND DIAPHF,AGM NAILING SPECIFIED PER PLAN (N) TWO LAYERS 5/8" = Xd 0 A/B/C U26 TYP AREA SEPARATION WALL B.N. E.N.�"� F.N. -- (N) BLKG (N) PC44 --- - (N) A35 © 24 (E) 2x FJ PER PLAN r� U.C. ♦ t _- i DIAPHRAGM NAILING DETAIL 1/2"=1'-0" - (N) 2x10 LEDGER W1 3/8 0 (N) 4x BM PER PLAN Ij � (E) 2x WALL LAG SCREWS ® 16" U.C. ALT. (E) 2x - (N) 5/8" TYPE "X" GYP ENGINEERING & DE'v ELOPMENT STUD WALL�I BD. (N) 1 WO LAYERS 5/8" 322 NW Rfln Avenuu,Sufte 201 TYPE "X" GYP BD, AT Portland, .Xagon 97209 (N) 4x POST PER PLAN AREA SEPARATION WALL_ (503)244-N12 FAX(503) 223-0423 �- - - ROOF SHTG PER PLAN FESS/pN P. -- ROOF DIAPHRAGM < Lp� �P Ftit BOUNDARY NAIL t�aSJ W No, 58 2x BLOCKINGN � Ex /30/ 1 FACIA & SOFFITS Cf V k\, TO MATCH (E) srgTE OF OREpd� SECTIOiv AT DECK 1 "= 1'-0" � 3/8"=6 SECTION A'. ROOF STEP1 '-0" ROOF TRUSS BY MFG B.N. ' H2.5 EA. TRUSS TYP �_= _(N) EXTERIOR RATED 5/8' TYPE X GYP. BD. - - - A35 @ 48" O.C. -� (N) 2x STUD WALL —� PER DET 1/S1 .1 (N) ROOF SHT; ROOF DIAPHRAGM PER PLAN w BOUNDARY NAIL / -- (N) FACIA &. SOFFITS � --- — (N) 2x OUTR!.-GER - % TO MATCH (E) PER TRUSS MFG ---- ----- _.__ ROOF SECTION AT EXTERIOR WALL (N) ROOF TRUSS — PLAN CHECK 11/13/02 BY MFG - ---(N) TWO LAYERS EXTERIOR (N) TWO LAYERS 5/8" RATED 5/8" TYPE "X" GYP ISSUE DESCRIPTION TYPE "X" GYP BD, AT BD. AREA SEPARATION WALL — - SHEATHING ROOF SHTG MANCHESTER SQUARE (N) ROOF TRUSS PER R 1/S1 .1 BY MFG PER PLAN APARTMENTS j - (N) 435 24" 0.C. ROOF DIAPHRAGM 12625 SW Hall - BOUNDARY NAIL `��� ' I l 2x BLOCKIP�IG Portland, OR 97223 'Y' GYP ( )l E ROOF TRUSS N) 5 � � � e 8 TYPE D. / j (E) GABLE END _ FIRE RESTORATION ROOF TRUSS BY MFG I---� B.N. B.N. SHEET TITLE I1 �, ROOF TRUSS (N) TWO LAYERS 5/8" �'I�. BY MFG ' (N) 1/2" DETAILS TYPE "X" GYP BD. Al �,�1 TI - 11 SHTG , AREA SEPARATION WALL ' H2.5 EA. (N) EXTERIOR RATED TRUSS TYP (E) 2x 5/8" TYPE "X" GYP. BD. STUD WALL (N) SHTG FACIA & SOFFITS _ ENGINEER TO MATCH E KT, JH DATE DRAWN BY - (N) 2x STUD WALL JH PER DET 1/S 1 .1 CADD FILE PROJECT NUMBER 102237 SHEET NUMBER Hall Blvd, 12625 BUP2002-00509 3 of 4 DETAIL I"= 1 '- 0" 8 DETAIL 1 "= 1 ` I>" 7 SECTION AT ROOF STEP 5 rROOF SECTION AT EXTERIOR WALL 1 "= 1'-a" 3 S102 NOTICE: IF THE PRINT OR TYPE ON ANY 1 I 1 I I !1 11! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 11 1 !1 III-III[iT 1r11rl llI l l l 1 1 11 1 11 1 l 1 I l l)III I l 1 1 1 111 11 1 111 Ill 111 III I l 1 1 1 1 l 1 11 1 1 11 ! 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(N) x DUCT x 5 r + (E) 2x FJ U 3 (N) 2x6 \� (N) 1 'x 1'x 6" DP FTG (N) 5/8 \ _ TYPE X 0 AB NOTE: GYP BD © CEILINGS ( 2& FOR BALANCE OF & ALL SIDES DUCT (DRILL EPDXY)) INFO SEE 3/- CHASES, TYP DETAIL 1 1 ' o" 110 (N) DUCT AT FLOOR 2"=1'-0" 7 STRINGER CONN @ INTERMEDIATE LANDING 1 "=1'—o" t� (N) POST TO FTG CON14ECTION 1 "=1 '-0" � � ENGINEERING 8t DEVELOPMENT 322 NW FhYh AvAme,Suite 201 Poftnd, Oregon 97209 (503)223-0412 FAX(503) 223-0423 ROOF- TRUSS -- (N) TRUSS PER PLAN TREAD BEYOND BY VFG 5/8" GYP / ,-- DRAFT STOP ggOFESS/pN (N) 2x4 BLKG - �- LOCATION PER PLAN �0 Ply P• T�FI Fy —`- PLYWOOD TREAD 4J No. 38 INSULATION Ex 30/ 4 PER ARCH CIV1� OF DUCT -- 16d @4"0C STAGG TYP \ H 2.5 EA. \ - --- 2x4 STONE-BACK TYP (N) 5/8" TYPE X TRUSS TYP (N) 2x FIRE BLK GYP BD @ CEILINGS i AT STAIR — 2x STRINGER & SEPERATION WALLS — - �-- PER PLAN TYP DBL 2x /� -- — ' - (N) 5/8" TYPE X -- GYP BD @ CEILINGS �- (E) 2;. WALL, TYP STUD WALL —_— & ALL SIDES DUCT CHASES, TYP NOTE: - — FOR BALANCE OF INFO SEE 3/- -- — i I DETAIL 1"=1'-0" 1 N) DUCT AT CEILING/ROOF 1 ".1'-0" $ TYPICAL STAIR SECTION 11 '-0" rj TRUSS/BEARING WALL CONNECTION 1 1 ' -0" --- --- --- -..._-__...----- PLAN CHECK 11/13/02 5/8" TYPE "X" EXTERIOR - ISSUE DESCRIPTION I RATED GYP. BD., TYP ``,, B.M. POST PER PLAN (E) DBL 2x - (E) CONC SLAB SEPARATION VJALL OVER PLYWOOD SHT'G MANCHESTER SQUARE cr APARTMENTS HU212-TFX ® SINGLE 2x STRINGER 12625 SW Hall Ln U --- ADD 2x BLKG AT STRAP ( / - (E) CONC �, + ( (N) PESPER PLAN STRINGER Portland, OR 97223 ' N) 131/8PLYWOOD TREAD + W / (3) 16dEA - - - - ; STRINGER TYP FIRE RESTORATION HOLDOWN STRAP _-- II )c N 3/4" PLYWOOD RISER DIRECTLY NAILED - TO POST UNDER ? x x W/ (2)4-16d 9 EA SHEATHING, % STRINGER TYP SHEET TITLE . ... . . . . 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