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HomeMy WebLinkAboutPermit Building 2016-12-13W W Cn Z !i W W z_ z w C� Z_ Z O W 0 U Z O Cn cfJ F— L.L_ O Z W H LL W J W Q U_ Z GG� �I Z O cn W J Z Q o�'`� .�I ROOF NOTES: COMPOSITION ROOF ROOF PITCH: 3/12, 5/12 & 7/12 OVERHANG: See Layout TOP CHORD LIVE LOAD: 25 psf TOP CHORD DEAD LOAD: 8 psf BOTTOM CHORD DEAD LOAD: 7 psf WIND LOAD � EXPOSURE: Vult 120 mph -Exp. B TRUSS TO PLATE CONNECTION BY OTHERS LAYOUT NOT TO SCALE GENERAL NOTES > ra 3. D THIS DRAWING PROVIDES TRUSS DIMENSIONS AND LOCATIONS ONLY AND SHALL ALWAYS BE USED IN CONJUNCTION WITH APPROVED ARCHITECTUAL AND STRUCTURAL DRAWINGS THE GENERAL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN WRITING AND BE RESPONSABLE FOR REPORTING ANY DISCREPANCIES TO THE NIANUFACTURER PRIOR TO FABRICATION. TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING ARE IN PLACE AND FASTENED. FOR ERRECTION AND BRACING RECOMMENDATIONS, SEE THE ENCLOSED BCSI-B1 &BCSI-B3 SUMMARY SHEETS. BEFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED TRUSS DRAWINGS. LOCATE THE TOP AND BOTTOM CHORDS, AND PLACE TRUSSES ACCORDINGLY. BRACE INDICATED ON THE ENGINEERED TRUSS DRAWINGS IS MANDITORY AND PERMANENT, 5 FOLLOW PROJECT ENGINEERS /DESIGNERS INSTRUCTION ON TIE DOWNS, NAILING AND OVERALL SWAY BRACING. 3 DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM THE TRUSSCO S BUILDING SUPPLY.' THE CONTRACTOR ASSUMES SOLE RESPONSABILITY OF ANY ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE TRUSSCO 8 BUILDING SUPPLY. SUPERIMPOSED LOADS: A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL PERMANENT BRACING .HAS BEEN COMPLETELY INSTALLED. B. CONCENTRATED &UNIFORM LOADS DUE TO CONSTRUCTION AND/OR OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY THE TRUSS DESIGNER AS TO WEIGHT AND LOCATION. C. LOADS SHALL NOT BE SUSPENED FROM THE BOTTOM CHORDS OF TRUSSES UNLESS THE TRUSSES HAVE BEEN DESIGNED TO SAFELY CARRY THE APPLIED LOAD. IMPORTANT: 1. SEE BCSI-B1 SUMMARY SHEET FOR HANDLING, INSTALLING, RESTRAINING AND TEMPORARY BRACING REQUIREMENTS, 2. SEE ENGINEERED TRUSS DRAWINGS AND SUPPLIED BCSI-63 FOR PERMANENT BRACING REQUIREMENTS wT - � � >.,L.� .j C = O O ;�' N E .�'.. n C Q C !Z p � � 7 I4 U>>,� m L L O N � �-' tU U � N C N � ..+ 7 f4 "- �-O U N �j p C � E�U�6� Vl Ol UJ W C m'wQOE N - .3 'O 'O N N � � � = Q � @ p � __ Q N Q -p !? _ O C � t O � N N � r+ � N p U tV � � 0 o H- - -o o c' � Q- �a�LQQ caJ r�. i m ao N O O z. .. N w � � � c� � m Q r9 � T v ao N O O z. z r Q T .. � w � v o � z r Q T cu v v c � m in a v a mz > �, o � a� a a > � o y � � v >z�`waa o - a n�co'> a�'o+� o � � v a Ta? �a J a � - W Z cu v m c � m in a O CV GATE RECENEO: 1L.UL.10 lOB NO_ J1b.U5UU4 ZONE: LDR OCCUPANCY GROUP: R3 UNlT15): Z OCCUPANCY LOAD_ STORIES_ Z TYPE CDNSTRUCTION: VB LEGAL DESCRIPTION_ 17.02.30.12.03000 A❑❑REss: 3673 VITUS LANE awNER: gREEDEN BROS THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS INDICATED IN RED- CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL_ CITY©FSPRIN/C���i�� '%J/ -�.�./// APPROVED BYi c�'j DATE: � % � _ / I NOTICE: This permit shall expire if the work authorized under this permit is not commenced oris abandoned for any 180 day period. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is (800)332-2344. Connect Sanitary Sewer to 6" service � ��: connection. Field verify location. - Construct setback sidewalk per City � N Standard 3-12. Construct driveway per City Standard 3-19 [` , OR 3-20. Maximum width 24 feet. No [� above -ground facilities (fire hydrants, power poles, catch basins, valves, j -boxes, etc.) shall be permitted within the apron or ramp area. - Connect Storm Sewer to 6" service connection. -� Field verify location. � (3) STREET TREES REQUIRED. New street trees shall be at least 2 inches in caliper. Street trees shall be selected from the City Street Tree List and installed as specified in the City's Engineering Design Standards and Procedures Manual ry 0 c., ti z\ 0 rn W U a a z oQ APPROX LOCATION OF REQUIRED STREET TR I � ` �� _ _ �8 �, �� — i' -'�11 j n —.r n� I x ' i I �: _ 0 oc ,, o . . �� I �� � r _ i - i cl � j - � MINIMUM SETBACKS—INTERIOR LOTS � All measurements are from Property lines � -Front Yard to House 10 feet 't -Front Yard to Garage 18 feet `-Side Yard to House or Garage 5 feet -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS 0 a Lz.l z a in n Q M rn T w z w M O - oQ APPROX LOCATION OF REQUIRED STREET TR I � ` �� _ _ �8 �, �� — i' -'�11 j n —.r n� I x ' i I �: _ 0 oc ,, o . . �� I �� � r _ i - i cl � j - � MINIMUM SETBACKS—INTERIOR LOTS � All measurements are from Property lines � -Front Yard to House 10 feet 't -Front Yard to Garage 18 feet `-Side Yard to House or Garage 5 feet -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS 0 a Lz.l z a in n Q M rn T w z w M NOTE: USE SILL SEALER AROUND PERIMETER OP CRAWL SPACE NOTES: Of0UN0ATI0N VENTILATION: AREA DIVIDED BY 150: 2020 = 13.5 SQ. FT. OF VENT REQUIRED. 150 PROVIDE 20 GALV. SCREENED SHT, MTL. VENTS OF 16"x 8 0 .70 SQ. FT. EACH = 14.0 SQ. FT, OF VENTAILATION OPOSITIVE CRAWL SPACE DRAINAGE — 3" P.V.C. DRAIN TO STREET GUTTER OR APPROVED LOCATION. DO NOT TIE TO D.S. UNE, OBEAM POCKETS: 4x8 BEAMS O4 1 1/8" THICK 2-4-1 T&G DECKING GLUED AND NAILED OVER 2x8 KO BEAMS 0 2'-8" OC ON 4x4 POSTS W/ R-30 FG BATT INSULATION BETWEEN BEAMS, 4x4 POSTS TO BEAR ON 90 LB. FELT ON 18" DIA, x 8" DEEP CONCRETE PADS 0 13'-0" OC, MAX. O6 MIL, BLACK VISOUEEN VAPOR BARRIER TO EXTEND UP FOUND, WALLS 12" MIN. & OVERLAP 12" MIN *SPLICES, 6 GARAGE SLAB 4" DEEP CONCRETE ON 4" GRANULAR FILL W/ 10 GA. 6x6 W.W.M. SLOPE TOWARDS DOOR 0 1/4" PER FT, O2868 DR, R.O. TO BE f-10" W/ 1�2" DIA, A.B. EACH SIDE --PROVIDE 'c 3 —6" SQUARE x 4" DEEP CONC, PAD OFUTURE AC W/ 3" SLEEVE THROUGH FOUNDATI( AT TOP OF STEM WALL TO CRAWL SPACE. 10 ALL SLABS EXCEPT GAR.: #3 REBAR DOWELS 24 LONG — 19" INTO SLAB AND 5" INTO FOUNDATION WALL, PLACE DOWELS AT CENTER OF SLAB. t1 GAS METER LOCATION, MUST BE 3"-0" MIN, FROM ELECTRIC METER AND 3'-0" MIN. FROM OPENABLE WINDOW PANEL. f2 ELECTRIC METER LOCATION. MUST BE 3'-0" MIN, FROM GAS METER. t3 1/2"00" ANCHOR BOLTS 0 4'-0" OC AND WITHIN 1'-0" OF CORNERS AND SILL PLATE SPLICES. 6" WIDE CONCRETE STEM WALL ON 12" 14 WIDE x 6" DEEP CONCRETE FOOTING 12" BELOW FINISH GRADE WITH SINGLE tg PORCH: 4" CONC, SLAB ON 4" MIN, GRANULAR FILL. p WALK: 4" CONIC, SLAB ON 4" MIN GRANULAR FILL. tg 1" WATER LINE TO HOUSE W/ TEE AND VALVE, HTT4 HOLDOWNS WITH SSTS 16 ANCHOR BOLTS, SEE DETAIL AND DIMENSIONS PER PLAN. fOR DECK CONNECTION DETAILS SEE SHEET 5A l ' 1 4" DRYER B "a I I I IIi I I I I I I i l l l l I I I I '-8" 2'-8" 2'-8" 2'-8" 2'-8" '-8" 2'_ ^ '-8" I SOLD 2X BLOC( 19 I i UNDER (INTERIOR SRACI D PANEL it I I --1 ' F FOR 'EWALL I NT i I 24 CRAWL ' I I I I I 1 I I I I I I ACCESS � I I I I S I I I I ' I I I ( I IF I I I I I I I i / 3d" X 30" g to" I ( Iso" x 3Gh x to" W 4 4 BAR EACH WAN W/ a 4 Bi EACH WAY lIL r---_-_-_ -j —6.-5 1/2" - I --------------- - I PORCH MAX 3" BELOW T.O.F. I I I 1 I 1 l0 t6 12" W -X 16" D THICKENED EDGE t8 �I I I lil I I 1 lI I MECH. I I i it I 12"X12"X5" t l� BLOCKOUT WH I I I 1 � I ural stgvc iv I I o L--J----I----I—� L ---- O6 GARAG I I CONCRETE I I 2-1" CONDUITS( � PH & TVLl I I I I I I I I I 10' FROM GARAGE CONDUIT UNDER SLAB 1 IMT NOTES: Of0UN0ATI0N VENTILATION: AREA DIVIDED BY 150: 2020 = 13.5 SQ. FT. OF VENT REQUIRED. 150 PROVIDE 20 GALV. SCREENED SHT, MTL. VENTS OF 16"x 8 0 .70 SQ. FT. EACH = 14.0 SQ. FT, OF VENTAILATION OPOSITIVE CRAWL SPACE DRAINAGE — 3" P.V.C. DRAIN TO STREET GUTTER OR APPROVED LOCATION. DO NOT TIE TO D.S. UNE, OBEAM POCKETS: 4x8 BEAMS O4 1 1/8" THICK 2-4-1 T&G DECKING GLUED AND NAILED OVER 2x8 KO BEAMS 0 2'-8" OC ON 4x4 POSTS W/ R-30 FG BATT INSULATION BETWEEN BEAMS, 4x4 POSTS TO BEAR ON 90 LB. FELT ON 18" DIA, x 8" DEEP CONCRETE PADS 0 13'-0" OC, MAX. O6 MIL, BLACK VISOUEEN VAPOR BARRIER TO EXTEND UP FOUND, WALLS 12" MIN. & OVERLAP 12" MIN *SPLICES, 6 GARAGE SLAB 4" DEEP CONCRETE ON 4" GRANULAR FILL W/ 10 GA. 6x6 W.W.M. SLOPE TOWARDS DOOR 0 1/4" PER FT, O2868 DR, R.O. TO BE f-10" W/ 1�2" DIA, A.B. EACH SIDE --PROVIDE 'c 3 —6" SQUARE x 4" DEEP CONC, PAD OFUTURE AC W/ 3" SLEEVE THROUGH FOUNDATI( AT TOP OF STEM WALL TO CRAWL SPACE. 10 ALL SLABS EXCEPT GAR.: #3 REBAR DOWELS 24 LONG — 19" INTO SLAB AND 5" INTO FOUNDATION WALL, PLACE DOWELS AT CENTER OF SLAB. t1 GAS METER LOCATION, MUST BE 3"-0" MIN, FROM ELECTRIC METER AND 3'-0" MIN. FROM OPENABLE WINDOW PANEL. f2 ELECTRIC METER LOCATION. MUST BE 3'-0" MIN, FROM GAS METER. t3 1/2"00" ANCHOR BOLTS 0 4'-0" OC AND WITHIN 1'-0" OF CORNERS AND SILL PLATE SPLICES. 6" WIDE CONCRETE STEM WALL ON 12" 14 WIDE x 6" DEEP CONCRETE FOOTING 12" BELOW FINISH GRADE WITH SINGLE tg PORCH: 4" CONC, SLAB ON 4" MIN, GRANULAR FILL. p WALK: 4" CONIC, SLAB ON 4" MIN GRANULAR FILL. tg 1" WATER LINE TO HOUSE W/ TEE AND VALVE, HTT4 HOLDOWNS WITH SSTS 16 ANCHOR BOLTS, SEE DETAIL AND DIMENSIONS PER PLAN. fOR DECK CONNECTION DETAILS SEE SHEET 5A l ' 1 4" DRYER B "a I I I IIi I I I I I I i l l l l I I I I '-8" 2'-8" 2'-8" 2'-8" 2'-8" '-8" 2'_ ^ '-8" I SOLD 2X BLOC( 19 I i UNDER (INTERIOR SRACI D PANEL it I I --1 ' F FOR 'EWALL I NT i I 24 CRAWL ' I I I I I 1 I I I I I I ACCESS � I I I I S I I I I ' I I I ( I IF I I I I I I I i / 3d" X 30" g to" I ( Iso" x 3Gh x to" W 4 4 BAR EACH WAN W/ a 4 Bi EACH WAY lIL r---_-_-_ -j —6.-5 1/2" - I --------------- - I PORCH MAX 3" BELOW T.O.F. I I I 1 I 1 l0 t6 12" W -X 16" D THICKENED EDGE t8 �I I I lil I I 1 lI I MECH. I I i it I 12"X12"X5" t l� BLOCKOUT WH I I I 1 � I ural stgvc iv I I o L--J----I----I—� L ---- O6 GARAG I I CONCRETE I I 2-1" CONDUITS( � PH & TVLl I I I I I I I I I 10' FROM GARAGE CONDUIT UNDER SLAB 1 SQUARE FOOT HOUSE 2020 GARAGE 490 COVERERED PATIO 128 TOTAL SF 2510 "OUR REPUTATION IS BUILDING" ROOF VENTING 397AM so, 1325 So. IN. FASTENMASTER TIMBERLOK 6" TRUSS—TOP PLATE CONNECTORS EXCEPT WHERE NOTED. low 3.- vR[cze vulnm sao HIGH ;� Jcwe¢ su .1.e 2-A0J. O.VENTm 500 1J08 SO.W. DS t( I 2 m2XI NOR- ONT. 1 '20336 HDR �2-2X8 HDR CIS all uSTEP� 2-2'X' HDR— ' CONN. 2-2J� NOR r 'lEOGER I 6 �KiRG I rim VII r r `. r = -t-- 4 � � I I j I 1---a--- lz—zxl� HDR � - — — — L --- T al 2 H J_ I I ISI I I� I I�� I i l l I I ISI I I I L_ — -- x6�R FRNE I OVEN FRAu6 i 10 24"1 O,C. I m L—I--�-- --IJ45Z AS TIM IIIIftIIIIw I IL C4 47 111 11 7111 11 11 dI VIII —4 —I --I— —I ---I-- H10A-2 HiOA-2 II 272X8 H R 2-2X HDR 2-2X12 HDR 12" A L—_ DS 2-2X8 NOM'lo 2x8 R 16 6 —D• � I �° I I I I I I I I I' D a-------�-- a-----I----]----11----I--Ll — 058 BAFFLE k8 AIIN. HEADER E55 OTHERWISE NOTED Shaet Dsc 1x4 CEDAR 1x6 CEDAR x2 CEDAR 1 IN BETWEEN BOARDS SHUTTER DETAIL EDAR CEDAR CEDAR I END VIEW CORNERS ARE EVELED 3/4" n 1-1/2" CEDAR x2 CEDAR ?74x4 xCEDAR KNEE BRACE u L'J ROp UHpER IB^ SNEV RDp UNDER 16^ SNEV RDO axDER 1x4 CLEAT WITH ROD SUPPORT AT SHELF ENDS BEOROOU 2 CLOSET DETAIL oeL. vfi TOP PUTS — tab rnos 0 1/1" SXEATHiNC P � 2ab BOLT. PLATE /FU6WNG ROp NDER SNEV 16^Oo AO DE 2^ BELOW sue -FLOOR ROD NDER 16" SNEV R DER 1C EAi M NO SUPPORT AT s1E13' EROS U28 JOIST HAHGERS tab P.T. DEOK L'J ROp UHpER IB^ SNEV RDp UNDER 16^ SNEV RDO axDER 1x4 CLEAT WITH ROD SUPPORT AT SHELF ENDS BEOROOU 2 CLOSET DETAIL oeL. vfi TOP PUTS — tab rnos 0 1/1" SXEATHiNC � 2ab BOLT. PLATE /FU6WNG RD UUNDER 16" SNEV Zas P.T. DECK 2^ BELOW sue -FLOOR ROD NDER 16" SNEV 1/2" DIA. RDD ROD U28 JOIST HAHGERS tab P.T. DEOK MST �. OTT22 NRI, 2 PER DECK - 2xa P.T. LEDGER ATTACK w SIUPSOII M t/A' x 3-I/2' SCREWS D PER BAY, ALTERNATED t2" SHEV RDD UNDER aA AT W" R00 SUPPORT AT SHEV Nos WALK—iN CLOSET DETAILS 2x8 PT JOISTS H2.5 ilE EA. JST THRU BOLTS T AB66 POST BASE 16" CONC. COl BIC FOOT PUS.FORU�� SIDE VIEW EQUAL 2'—O" EQUAL tY EV RD UUNDER 16" SNEV RDD NDER 16" $HEV ROD NDER 16" SNEV SHEV s Exo SNEIY�S ROD UNDER R00 ND taa CER LEAT W1M ROD SUPPORT AT SHEV ENDS RDD R CLEAT WITH TROD SUPPORT AT SMW EROS 16" SNEV ROD UNDER n 1 x4 CLEAT WITH ROD SUPPORT 2x8 PT JOISTS H2.5 ilE EA. JST THRU BOLTS T AB66 POST BASE 16" CONC. COl BIC FOOT PUS.FORU�� SIDE VIEW EQUAL 2'—O" EQUAL 6^ SNE RDD NDER 16" $HEV ROD NDER 16" SNEV SHEV s Exo SNEIY�S S ApJ. sNELVEs R00 ND taa CER LEAT W1M ROD SUPPORT AT SHEV ENDS RDD R CLEAT WITH TROD SUPPORT AT SMW EROS t2^ SREV 16' SHEV - RDD UNDER O i COAT Drawn 16- SHEV S ApJ. sNELVEs O_ I t2^ SREV 16' SHEV - RDD UNDER O i COAT Drawn 30 YEAR COMP. ROOFING 6-3/4" EXPOS JAMES HARDIE COLONIAL LAP 5 SHUTTER DETAIL SEE 58 2X4 CEDAR WII TRIO- TYP. COLUMN DETAIL SEE 58 BRACE SEE 58 ADJ. PITCH METAL GABLE VENT ■ I,i�il 1191 �.. ® � � ■ DIY. Ih �. �. ?ODR HE VENEER 16080 OVERHEAD GAR.DR. RIM COLOR • ELEVAZ • BOARD AND BATT SIDING 1%2 AND 1X4 ALTERNATING STARTING CENTER OF TRUSS GUTTER OVER FT. TAILS TYP. !/S CEDAR HERS TVP. C Federal Inieliecivai 1lodel Sh•.f Dsc JOB,y 16-35 e•vislon Drawn CCH�j27 = NEDAWON COU.ECTION .g°�� G$.�. 021'2�a RrOoperiy Copyright RIVERVIEW� IN�OD ELEVATIONS �4 "- H—i6 "OUR REPUTATION IS BUILDING" Eugene, ORE. 888-9431 IBUYERS WARRANTY c 2oG3 e.e. Inc. • ° RIGHT �t /4" = 1 m BP — BRACED PANEL BP, IBP, REDUCE PF— PORTAL FRAME ® ABP —ALT, BRACED PANEL W/ SSTS161S AND HT74'S AT EACH ENO IBP —INTERIOR BRACED PANEL WALL SHEATHING AND NAILING PER R602.10.3(3) OR R602.10.3(5) SOLE PLATE NAILING: 16d ® 16" O.0 Property Copyright Eugene, ORE. 888-9431 INDEPENDENT HOME O 2003 B.B. Inc. BUYERS NARRANTY I