Loading...
Plans WALLS AND WWRIOR PAR71nONS,WOOD FRA AM PROJECT ADDRESS; - GA FILE NO.WP 3370 CsENEWC 1 HOUlIl 15101E S 440 TC W._ 9 �N MEADOW(SLEEK APARTMENTS �� 12505 SW NORTH DAKOTA STGYPSUM 0!WOOD STUDS FIRM SOUND l s TIGARD, OREGON 97223Orooq "21 w leYee'Wtypo%gyqum watl6oaat or yyparm uenea tear apptled para"or m dgl+t �Ro angles So each side of dwlde mw of 2 x 4 wood sloft 16'"am separme pbles!' Exwaes:to �t . PREPARED FOR: span wqr 8d 0oenad now,11w 0%0.09m r straa.yr neado.T ox. J.R. JOHNSON. INC Jeinwa�gpenadt6•a+oaisasiteaidsa NalsanwtradnpwpdradNoddtwiON[IIOItO 9425 N. %RRAGE AVE. SEARINeM PORTLAND, OREGON 97217 EIN,'Ec Ellp PROJECT OVERVIEW: 7trs: 9tS• (T ' REPLACE FIRE DAMAGED ROOF FRAMING AT WIT I416 WITH NEW PRE MFR'GFire Twt it"WP n JAN 2 7 2016 TRUSSES DESIGNED PER CURRENT MOE. ULR2T17-A 1.2045; Z UR.RM-52.34646. RESTORE ALL FIRE-RATED PALL AND 1 4 UL Oe 301 AW-4�� v9 F FLOOR/CE[LING ASSEMBLIES TO CURRENT _ T �� F► Sound Tea w C(1�. RE-INSULATE PER CURRENT CODE. C" �A . 1 o ty REPLACE DAMAGED WINDOWS AND ODORS ��:� ��I� � PER CURRENT COW REQUIREMENTS. W 4g GA FILE NO.FC 5116 PreoPrstEYAW so to 54 STC CONSTRUCT NEW ATTIC DRAFTSTOPS AS !°LRE SOUND SHOWN. WOOD acxbts,GYPSUM WALLBOARD,RESfitsBfT utANNttts, GLASS FIBER DMUI.ATION ,t,_..■r-.- PERFORM 1 M1AUSTRY STANDARD F I RFJSMDKE/ OOe byw W Propnemy"a x gypsum wamoaM or gypsum wnaa base applsd at dent WATER RESTORATION TO INTERIOR AND angles(a lle reaua boring channab 24•o.c.WMh 1•Type S drywal mom"12'oa. Gypsum board aed)Wr*tooled midway b mwoan awW woos diamais and aN;udrad to EXTERIOR FINISHES. addAwW pWaw of dearmM w bnp wm wawa at tx o c.Raali n fusing cMm"da i III applwd at right mVkx to 2 x 10 wood[aiab 16•o e.with IW Typa W dw"eaft". Wood)oWs suppor"sle bdada plywood Nth**oft glue mrbnoor and late•paNb ELECTRICAL, PLUMBING, AND MECHANICAL sand conaats roWaroad wtdr Mm 19 SWG S*anbrad haxaga d*ft mean 7 glass RESTORATION PER OTHERS UNDER SEPARATE Boer Im hftn 0.90 pd in jowl space stapled tw subilow, Appmx Celbng I ' TRADE PERMITS. Amartosr+ m PROPRIETARY GYPSUM BOARD to aelec�Type C Fire Ted: uLR3453-t.S-1-m: d " BPB Canada hfc aN'PmRooA Typa C Gypsum Panels 11-12 7;U4 IT41..8,•8. !!-!2 97;R27l75t.bs tB aT; G-P Gypsum els"Tauewtod�Fbeg awe C WNKiBosed on .10.24 9 La("No&Ameeks lfr Na•Fluadrer V Type C 90NK10U.88742. NAbnw Gypnre C7 04my Ne'Gold 9ardO Brand FIRE-SWELD Cl BMad an UL R6T�2 I ' FIRE/SNGKE/YATER RESTORATION: BBNK22591.t0 686 Gypsum Walbowd l LOWER LEVEL W IT t 1408 PASCO Gypsum ws'FLAME CORM super'ca Sound Test ��.3 UPPER LEVEL WITS: 1414.1415.1416 7iam09dnland Fato t Pmducta Corporadon - *r TG-C )IC d Test: (74 C&P) KAL L 224.27456 3.3058 STRUCTURAL FIRE DAMAGE W?A[RS: UPPER LEVEL WIT 1416 -I VICINITY PLAN U' I--- a z I_ M W O N CODE REGUIREMENITS: Q CONFORM TO THE REQUIREMENTS OF THE 2014 OSSC. WITH FIRE-DAMAGED FRAMING: CARPENTRY: SPECIAL 19SPECTIONS: ry O 0) STATE AND LOCAL AMENDMENTS, AND ASCE 7-10. WHERE FRAMING MEMBERS SHOW DISCOLORATION FROM CHARRING, SAWN LUMBER DESIGN IS BASED ON NOS. LUMBER SHALL SPECIAL INSPECTIONS SHALL BE PERFORMED 1N ADCU2DA:NCE a THE MEMBER SHALL BE CONSIDERED ACCEPTABLE IF NATURAL CONFORM TO WEST COAST LIB OR WWPA GRADING RULES. WITH CHAPTER 17 OF THE IBC AND APPLICABLE SECTIONS C_ 2 z DESIGN CRITERIA: ALL LUMBER NOT SPECIFICALLY NOTED OTHERWISE SHALL BE OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS Q F- O SEISMIC: SOS = 0.72. SOIL PROFILE D. 1=1,.0 WOOD COLOR CAN BE EXPOSED BE SCRATCHING THE SURFACE DOUG-FIR NO. 2 OR BETTER. ALL FRAMING NAILS SHALL BE ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABOR- OY 0 WIND: Vu1t = 125 MPH, EXP. B. RISK CAT II BY HAND WITH A NAIL. MEMBERS THAT SHOW DEEPER CHARRING, COMMON NAILS. FASTENING OF FRAMING ELEMENTS ATORY EMPLOYE] BY THE OWNER FOR THE FOLLOWING AREAS �4 O LU ESPECIALLY CHARRING THAT HAS CREATED A SURFACE TEXTURE SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE IBC. OF WORK: LU z CK IN ADDITION TO THE DEAD LOADS. THE FOLLOWING WERE USED; (COMMONLY KNOWN AS 'ALL.IGATOR'i: THE MEMBER SHALL BE -NONE WOUIRED. Lij3 O REPLACED LIKE-FOR-LIKE. OR THE ENGINEER OF RECORD SHALL ALL NON-TREATED LUMBER SHALL BE 197. MAXIMUM MOISTURE RODE: 25 PSF(MOUND SNOW LOADCONTENT. OR INSTALLED TO ACCOMMODATE SHRINKAGE. PARTITIONS: 5 PSF BE NOTIFIED TD EVALUATED THE REMAINING STRUCTURAL CAPA- CITY OF THE MEMBER AND MAKE RECOMMENDATIONS ACCORDINGLY. SAWN LUMBER; CHARREO MEMBERS THAT ARE TO REMAIN SHALL BE BLASTED CLEAN ALL LUMBER SHALL BE DOUGLAS FIR CP THE FOLLOWING GRADES: KEY NATES: O O O GENS' AND SEALED PER TYPICAL FIRE RESTORATION PRACTICES, AS STUDS. JOISTS, PLATES, HEADERS, BLKG: NO.2 0 N F- ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL AT DETERMINIED BY THE GENERAL CONTRACTOR. BEAMS AND POSTS; NO.1 RELACE DAMAGED WIN WINDOWS v/SAME LLI LIKE CONDITIONS. PLYWOOD PANELS SHALL CONFORM TO APA PERFORMANCE STOS. Q SIZE WINDOWS. MIN U FACTOR=0.35 z WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, PRE-MFR'O TRUSSES: PANELS SHALL BE APA RATED SHEATHING. NATES, AND SPECIFICATIONS, THE GREATER REQUIREMENT ALL TRUSSES SHALL BE DESIGNED PER THE NOS AND 'DESIGN ALLOW 1/8' GAP BETWEEN PANELS U.N.D. NEW R50 BLOWN-IN CELLULOSE SHALL GOVERN. SPECIFICATIONS FOR LIGHT METAL CONSTRUCTION' BY TPI. NAILING NOT SPECIFICALLY ADDRESSED ON THE OWLS SHALL Q ATTIC IN,SILATION(APPROX 14'1. COMPLY WITH IBC TABLE 2304.9.1. 115E BATT INSULATION AS REQUIRED TRUSSES SHALL BE FABRICATED ACCURATELY TO PROVIDE TIGHTLY N1-1/2" ESTABLISH AND VERIFY ALL GEOMETRY FOR ARCHITECTURAL, FITTED JOINTS. TRUSSES SHALL BE DESIGNED TO ACCOMMODATE FASTENERS: AT ARANOUSS ENDS. MAINTAIN 1-I/2" MECHANICAL, ELECTRICAL, AND PLUMBING CONCERNS PRIOR ALL FRAMING HARDWARE AND CONNECTORS SHOWN ON DETAILS. ALL NA[LS SHALL BE COMMON(U.N.01 s/Fyb=90 KSI CLEARANCE FOR VENTILATION. TO CONSTRUCTION. TRUSSES SHALL BEAR ID MARKS. TRUSS MFR SHALL SUPPLY ALL ALL BOLTS AND THREADED RODS SHALL BE A307 OR BETTER, NEW 5/8' TYPE X GYP ON ALL CEILING AREAS ' REQ'D TRUSS-TO-TRUSS CONNECTIONS, ALL LIGHT GAGE METAL COMddECTORS SHALL BE BY SIMPSON- Q o PER 8302.3 EXCEPTION 2 THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRONGTIE AND INSTALLED PER MFR SPECIFICATIONS. u CONDITIONS, DIRIENSIORS, AND ELEVATIONS SHOWN IN THE TOP CHORDS SHALL BE MIN 2 X 4 O-F NO. 2 OR BETTER. ROOF SHEATHING: NEW 5/8' GYP AT PARTY WALLS u i PLANS. AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES ALL COMPRESSION CHORDS NOT IN CONTACT WITH SHEATHING SHALL 12' APA RATED PLYWOOD WITH EXPfSIRE RATING PER ® FOR I-HR FIRE RATING. v PRIOR TO STARTING WORK. BE BRACED APPROPRIATELY WITH BRACING SUPPLIED BY TRUSS MFR ROOFING PRODUCT MANUFACTURER'S SPECIFICATIONS. REF ASSY WP3370 AND SHOWN ON SHOP DRAWINGS. ALL TRUSS CONNECTORS SHALL.BE NAIL PANEL EDGES r/8d a 6' ON CENTER(12' FIELD]. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL GALVANIZED SHEET METAL CONFORMING TO ASTM A653. GRADE 33. BLOCK PANEL EDGES OR USE SIMPSON PSCL PANEL CLIPS. NEW 1/2' GYP ON TRUSS WEBS FOR ATTIC STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING DRAFTSTOP AS REO'O PER R3O2.12.I CONSTRUCTION. THIS INCLUDES EXCAVATIONS. COLUMNS, SHOP DRAWINGS SHALL INCLUDE MFR DATA FOUR LUMBER, METAL PLATES, WALL SHEATHING: EQUIPMENT LOADS. MATERIAL LOADS. AND OTHERS. OIBSER- HARDWARE, AND COMPLETE CALCULATIONS FOR EACH TRUSS. I/2 (R NEW BETWEEN EX 821 BATT INSULATION t ` APA-RATED PLYWOOD OSB WITH 8d a 6' PAWL BY THE ENGINEER 00 NOT INCLUDE INSPECTIONS OF DESIGN ANO DIMENSIONS SHALL BE BASED ON FIELD MEASUREMENTS ©BETWEEN EXISTING 2 X 6 STIRS e _ ,z TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. (EXCLUDED FROM THE. SCOPE OF WORK BY ECSC) CORRESPONDING TO EDGE NAILING(12' o.c. FIELD NAILS) EX1TR[(R PALLS. � a (ENTERAL PLACEMENTS SHOWN ON ECEC DRAWINGS. SHOP DRAWINGS INTERIOR PARTITION WALL SHEATHING: NEW INSULATED 20-MINUTE SHALL INCLUDE A LIST OF DESIGN LOADS USED AND LOAD COMBINIA- p 3 N TIONS USED FOR EACH TRUSS DESIGN. AND SHALL BE STAMPED BY A WHERE EXISTING WALL SHEATHING IS REMOVED DUE To Q FIRE-RATED METAL DOOR TO a w LICENSED ENGINEER. SHOP DRAWINGS SHALL BE SUBMITTED TO ECEC DAMAGE.NEW WALL SHEATHING SHALL BE 1/2' GYPSUM REPLACE EXISTING DOOR o Ir FOR APPROVAL PRIOR TO FABRICATION. BOARD WITH 16 DRYWALL SCREWS a 12' o.c. MAX. SHEET; REV: S1.0 - PN 1 648 Ll- �Ro w cit. (13)NEW PRE-WR'0 VAULTED TRUSSES FXPI RES;12 -!!�1 11 TO REPLACE(E)CHARRED VAULTED TRUSSES rIN) 1/2' PLYWOOD OR OSB 131-0' -- 131-0' 25'-7' ROOF SHEATHIG. SEE NOTES, 4X 4X KEY NOTES; ... ..,..... ..., © RELACE DAMAGED WINDOWS v/SAME © a SIZE WINDOWS. MIN U FACTOR=0.35 � NEW R50 BLOWN-IN CELLULOSE Q ATTIC INSULATION(APPROX 14' USE BATT INSULATION AS REGUIRED 2 w AT TRUSS ENDS, MAINTAIN 1-12' CLEARANCE FOR VENTILATION. 3 NEW 5/8' TYPE X GYP ON ALL CEILING AREAS PER R302.3 EXCEPTION 2 NEW 5/B' GYP AT PARTY WALLS Q ® FOR I-HR FIRE RATING, REF ASS'Y WP3370 Q NEW 12' GYP ON TRUSS WEBS FOR ATTIC DRAFTSTOP AS REO'D PER R302.12.1 NE Y 5-1/2" R2T BATT INSULATION Q Q BETWEEN EXISTING 2 X 6 STUDS e EXTERIOR WALLS. NEW INSULATED&+ttN6fE L�" OO FIRE-RATER FETAL DOOR TO REPLACE EXISTING DOOR 2 Q (Z W O N I- Q r CY O O� 3 CL = Z THE PARTY WALL AND CEILINGS ARE TO BE SHEETROCKED PER IRC Q F- O R302.3 EXCEPTION 2 FOR A I-HR FIRE RATING BETWEEN UNITS. O A NEW DRAFTSTOP WILL BE BUILT IN THE ATTIC SPACE ABOVE THE O W AFFECTED PARTY WALLS(UNC TS 1416& 1408)PER R302,12.1. W Z of LLI EXTERIOR WALL FRAMING AND SHEARWALL SHEATHING WERE MOSTLY NOT Q CK 3 O AFFECTED AND ARE NOT IN THE SCOPE OF REPAIRS. Qi C] (n O 1414UNIT 14,15 ' Cx UNDAMAGEDAMAGEUNDAMAGEDBEAMS EADE HRS JOISTS POSTS, STUDS, AND OTHER 3 LC} a UNIT 1416 O 0 0 FRAMING GENERALLY COMPLY N[TH CURRENT CODE REQUIREMENTS ! '; O � •� AND SHALL REMAIN. SEE NOTES ON SFEET SI.0 REGARDING Q N F- - REPLACEMENT OF F]RE DAMAGED STRUCTURAL MEMBERS. W �-- WHERE STRUCTURAL FRAMING MEMBERS NOT ADDRESSED IN THESE PLANS ARE FOUND TO BE FIRE OR ROT DAMAGED. THE ENGINEER OF RECORD IS TO BE NOTIFIED TO EVALUATE REQUIRED REPAIRS. ' Q A-L LD— BALCONY BELOW BALCONY BELDY BALCONY BELCM w x Lu U Q W U 2 En VS U I I } Z A ROOF FRAMING PLAN o Z En 1/8' =1'-0' < 'w 3 ❑ !Y SHEET; REV; S2.Q - r l �D PROFF ��y�� 048f➢� Qr3>rco�.k yah"17.:v° til,.. W C ~ f EXPd7E5.12 '31 ,P. 131-0' 131-0' 24'-7' ~ © O W W KEY NOTES: O RELACE DAMAGED WINDOWS v/SAME BALCONY SIZE WINDOWS. MN U FACTOR=0.35 NEW R50 BLOWN-IN CELLULOSE ATTIC INSULATION(APPROX 14'). � 8 USE BATT INSU.ATION AS REQUIRED ()Q AT TRUSS ENS, MAINTAIN 1-1/2' �Q CLEARANCE FOR VENTILATION. o NEW 5/8' TYPE X GYP ON ALL CEILING AREAS 5 PER R302.3 EXCEPTION 2 TYP ALL v, INT WALLS NEW"' GYP AT PARTY WALLS &Z a ® FOR 14R FIRE RATING, _ �i REF ASS'Y WP3370 0 NEW 1/2' GYP ON TRUSS WEBS FOR ATTIC DRAFTSTOP AS 'EQ A PER R302.12.1 NE Y 5-1/2' R21 BATT INSULATION © BETWEEN EXISTING 2 X 6 STUDS a EXTERIOR WALLS. NEW INSULATED**f lE" l(IC?C 9 07 FIRE-RATED METAL ODOR TO REPLACE EXISTING DOOR 5 TYP ALL [NT WALLS Q �D N U z ( W O N 2: Y N ©� TY La cs © BALCONY n T Z THE PARTY WALL AND CEILINGS ARE TO BE SFEETROCKED PER IRC4Q UN I T 1416 Q 1— O R302.3 EXCEPTION 2 FOR A [-HR FIRE RATIN BETWEEN UNITS. CY CD A NEW D2AFTSTOP WILL BE BUILT IN THE ATTIC SPACE ABOVE THEUN 1 T 1414 OD w 0Z CKLLJ AFFECTED PARTY WALLS(UNITS 1416& 1408)PER R302.IZ.1. EXTERIOR WALL FRAMING AND SHEARWALL SHEATHING WERE MOSTLY NOT CLEANING ONLY UN I T 1415 ( UNIT 1408 BELOW ) J�D REPLACE CHARRED tY 3 LdO AFFECTED AND ARE NOT IN THE SCOPE OF REPAIRS. CEILING GYP (SIMILAR) TOP RAILS C) In Q AND INSULATION PER EXISTING0-1UNDAMAGED BEAMS. HEADERS. JOISTS. POSTS, STUDS. AND OTHER ONLY 3 L[") Q FRAMING GENERALLY COMPLY WITH CURRENT CODE REQUIREMENTS O Q 0 AND SHALL REMAIN. SEE NOTES ON SHEET SI.O REGARDING FQ < N P- REPLACEMENT OF FIRE-DAMAGED STRUCTURAL MEMBERS. Q © W WHERE STRUCTURAL FRAMING MEMBERS NOT ADDRESSED IN THESE PLANS ARE FOR TO BE FIRE OR ROT DAMAGED. THE ENGINEER OF RECORD IS TO BE NOTIFIED TO EVALUATE REQUIRED REPAIRS. 0 I BALCONY BALCONY BALCONY U W U 2 to U I 1 r Z A UPPER LEVEL FLOOR PLAN o Z Lo SHEET; REV; S3.0 - r ,� W. C pq� P of VASh/ S' e^ NC$C SAWCUT TO REMOVED CHARRED SHEATHING 8d o 6' INTO COMMON MEMBER Bd o 6' INTO COMMON RAFTER (4) IOdegaRES k IN) 1/2' ROOF SHT'G BLK'GMATCHt znt7 PANEL EDGE NAILING ( A 12` M[ PLYWOOD OSB (E 1 OSB MA (MTCH TH[CKNESSNESS OF EXST`G SHT'G). SEE STRUCTURAL MUTES 1114 BAFFLE AS REO`O o o ' IN) INSULATION TO MAINTAIN CLEARANCE FOR VENTILATION (N)TRUSSES PER PLAN Bd m 6° o,c. ENI INaLATION OPTION A N 2X BLK'G _ IN1 2 X 4 BRACE w VENT 3HOLESDEA e 6`-0" MAX luw !_ (4) 10d BLK'G W � o SAWCUT TO REMOVED CHARRED SHEATHING W$ (N) INSIA.ATICM! _. 0 8d a 6` INTO SISTER Bd a 6" (NI CEILING GYP (E) (NII 2MA.M' M[NIPLYWOOD OR OSB CEILING GYP _.� (MATCH THICKNESS OF EXISTING). (E)PANEL (N)S[MP HI EDGE NAILING. AT EA TRUSS (E)WALL FRAMING tEl WALL SHT'G OPTION B (N)WALL GYP 10d a 6' SISTER NEW MEMBER BESIDE EXISTING I TRUSS BEARING 2 GABLE END DETAILS 3 ROOF DIAPHRAGM SPLICE 3/4' 1`-0" 3/4' = I'-D" Ln F- Q w Q N � � N F a rrOa� a (4) 10d PANEL EDGE RAILING Q � O BLK'G G C1' co Y O LLI [N 1 INSILATf ON W Z O cr- 3 CE (N) INSILATION Ln Q O O CD to ^ ( T TRNsffs O N F- LL1 TRUSSES IN I/2'VFWWARD APPLIED To ENTIRE 2 X 4 BLK'G - --- TRUSS AS ORAF1STP. a 4'-D' TAPE ALL SEAMS. - _.... (21 I Od BOTH ENDS Ll TRUSS BTM CHORD TOP PLT ciLU IN)CEILING GYP CEILING GYP BACKER PLATES ._ w (2) [Ode EA TRUSS CHORD a 0 TOP PLATE U w INTERIOR WALL STUDS PARTY TALL i cv � r z On o g Z 3 - � � W o 4 SECTION DRAFTSTOP INTERIOR WALL ANCHORAGE 6 INTERIOR WALL ANCHORAGE sNiEET; REV, 3/4' 3/4` = 1`-0° 3/4" S 4.Q