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HomeMy WebLinkAboutDRB16-0464_A4.3_1478907335.pdf olti OF 1,44. it ..0 o Is *n j-11:101 110 DRB APPROVED 10/27/2016 12:00:00 AM , .1 l I A l . ... •. - .• .. . . : . L MI .• :...::.. .>.:,... :: NEW 12x HEADER ----- •• RE: STRUCTURAL LINE OF EXTERIOR WALL FINISH RAFTER TAIL NOTE: . • • •: DETERMINE (E) STRUCTURE OF ROOF . •: FIELD VERIFY (E) NEW 2x2 WOOD FRAME CONNECTED EAVE AND SECURE NEW ::::: • • NDIIONS FONEW• •= • • °' •411101i*... .:..*:•• NOT EXISTING, NEW REMAIN, TYP. ALTERNATELY SECURED TO SIDES OF• • FRAMING SHALL BE 2X2 FRAMING. MAINTAIN 1" GAP_di ` LKSMW410 * — I I . '..:..:.• •. .:.,:: ••• INSTALLED. VERTICALLY BETWEEN BOARDS, TYP. 1 a . D E S I G N - =� I NEW 2x2 WOOD FRAME CONNECTED TO POST PO Box 9195 Immo= ' NEW POSTS �— �- .... I I I.1 RE: STRUCTURAL Avon, Colorado 81620 970.376.6623 h L 1- FI l )�III. ,' " Imayer@Iksmdesign.com l a a , I � I : . III . : .. , ' L 0) .\_ 1_ ,__il . \ • : :. : X1111 ::•• :•' • I1I111 NEW POSTS BEAR �� z 1 l'a 1 . . I ON (E) BEARING PLAN L .. •: . I . .. : PLATE OR _ _ I - "'•.. 11 I ••••• •:: .•:'; . ..• FOUNDATION LINE OF EDGE OF DECK BELOW 1 — .1 - / :111. NEW 4X10 R.S. CEDAR WOOD RAFTER JI 1 - a : k I ,: ••, •' TAIL EQUALLY SPACED @ ±4'-0" I I L I11 I I I NEW 4x4 WOOD POST CONNECTED • TO (E) DECK FRAMING BELOW Ltr ' 1I,,, .� :-•.- !.-. .lIl I.. ..:.: ::: . SNOT USED 10 FRAMING ELEVATION @ PORCH 9 DETAIL @ PRIVACY WALL 8 DETAIL @ RAFTER TAIL A4.3 3" = 1'-0" A4.3 1/2" = 1'-0" A4.3 1 1/2" = 1'-0" A4.3 1 1/2" = 1'-0" NOTE: FIRE RATED WALL SHALL CONFORM TO U364 - 1-HOUR RATED WALL } BALCONY NOTE: Z INTERIOR 0 FIRE RATED WALL REMOVE (E) DECK BOARDS & RAILING O c/� CONSTRUCTION COMPONENTS, TYP. V♦ PER PLAN NOTE: WEEP SCREED, TYP. < 2 ROOF FASTENERS SHALL �- 4" MAX. BE @ BEAMS, TYPICAL. INTERIOR EXTERIOR METAL COUNTER FLASHING > O D FASTENERS SHALL NOT NEW PRE-FABRICATED RAILING BY COMPOSITE FE VISIBLE FROM BELOW LARGE BATTEN STANDING SEAM METAL XZ DECKING COMPANY METAL FLASHING TO NEW STUCCO WALL 0 N- ROOF 0T 2 CONNECTED TO ROOF SYSTEM PER MANUF. i LJ.J CD ROOF MEMBRANE "' Z Z O 10 i "" RECOMMENDATIONS NEW ROOF MEMBRANE TO EXTEND UP WALL O 00 3/4" EXT. PLYWOOD 1 TO TOP OF METAL COUNTER FLASHING. Ur O y , 1 METAL STANDING SEAM ROOF U 3X12 R.S. CEDAR WOOD RAFTER BEAM �--� r tiQ ON EACH SIDE OF KING POST NEW 2" COMPOSITE DECKING W U LLII: CO—I< ><1 2X6 FASCIA �— (E} WD. RIM JOIST TO REMAIN, TYP. ��/ —METAL RAKE TRIM " EXT. GYP. BD. SHEATHING 0p 2 ALL ADDITIONAL W O r : A4.1 MATERIALS ON GYP. BD. LO MATCH DETAIL 2/A4.1 (E) OR NEW BLOCKING AS NEEDED @ NEW POST F41 LOCATIONS VERTICAL CONTROL JOINT EXTERIOR @ CHANGE IN SHEATHING W 1 I 1 L NEW PORCH ROOF FRAMING SECURED TO (E) •, ` & NEW WALL FRAMING RE: STRUCTURAL "' \ I APPLY WRB TO WALL SYSTEM PRIOR TO NEW • ROOF PLYWOOD INSTALLATION o o OFIRE RATED WALL DETAIL 6 BALCONY POST DETAIL 5 PORCH ROOF DETAIL ° ° A4.3 3" = 1'-0" A4.3 1 1/2" = 1'-0" A4.3 1 1/2" = 1'-0" ,),1. 11/ 4"x6" PRE-FABRICATED NOTE: LED LIGHT FIXTURE SECURED TO TOP NOTE: PAINTED METAL BRACKETS ROOF FASTENERS SHALL BE @ BEAMS, METAL RIDGE TRIM OF BEAM. REVIEW LOCATION IN FIELD ROOF FASTENERS SHALL BE © BEAMS, @ ALL BEAM CONNECTIONS TYPICAL. TYPICAL. (ONE SIDE) FASTENERS SHALL NOT BE VISIBLE PROVIDE CLOSURE & SEALANT PER 1'-10° FASTENERS SHALL NOT BE VISIBLE FROM BELOW MFR. INSTRUCTIONS y FROM BELOW CEDAR RAFTER BEYOND LARGE BATTEN STANDING SEAM METAL 2X R.S. CEDAR WOOD BLOCKING APPLY BIGUBE OW NEW 6X6 R.S. CEDAR WOOD ROOF BETWEEN EACH JOIST WATERPROOFING BELOW POST LARGE BATTEN STANDING SEAM METAL STONE CAP, TYP. APPLY LIQUID MEMBRANE AT STONE CAP W/ BACKER ROD & 6X6 R.S. CEDAR KING POST ROOF MEMBRANE ROOF POST PENETRATION, TYP. r � 3 \� SEALANT ® ALL JOINTS 3/" EXT. PLYWOOD. FINISH SIDE /a" EXT. PLYWOOD. FINISH SIDE FACING IIP ROOF MEMBRANE SLOPE @ Ya"/FOOT FACING DOWN SHALL BE STAINED DOWN SHALL BE STAINED s „ ISSUED: DATE: lajti? / / EXT. PLYWOOD. FINISH SIDE FACING 2x4 P.T. WOOD STUD FRAMING C� FOR OWNER REVIEW 5.20.16 /\ DOWN SHALL BE STAINED 12" O.C. 11P' 0"R'Irl.CH 2X6 R.S. CEDAR FASCIA TRIM %" EXT. PLYWOOD 95% CD REVIEW 8.9.16 LED LIGHT FIXTURE SECURED TO TOP o �— SLOPE FLUID APPLIED W.R.B.OF BEAM. REVIEW LOCATION IN FIELD �� METAL EAVE TRIM 1STONE VENEER ON LATHPRICING SET 9.22.16 � Sr3• v. /101/, i (E) DECK & FRAMING TO BE A4.1 SIM:OMIT � RECONFIGURED @ NEW STONE 004 INSULATION1 BASE 1LINE OF (E} COLUMN & FOOTING. 141P)v 6X10 R.S. CEDAR BEAMo o 4"x6" PRE-FABRICATED (E) RETAINING REMOVE FOOTING AS NEEDED TO PAINTED METAL BRACKETSWALL TO REMAIN ' IIBOTTOM OF NEW CONCRETE PADN/A 6X14 R.S. CEDAR BEAM W ARCHED (� ALL BEAM CONNECTIONS BOTTOM EDGE (ONE SIDE) Ml '-' INITIALS 6 CONCRETE COLUMN PAD I I i / I. INITIALS 3X12 R.S. CEDAR WOOD RAFTER BEAM. 1=11` ' =• •'�''=•� 1X111REGRADE AS NEEDED TO SLOPE1 SPACING SHALL MATCH ROOF BATTENS =1J=�I I SIJ=1LE II—II Lam_ 11=III=III'iII-1 1L�1I J�1111f f1 f1�—f��- J1�f1 J1�lf� AWAY FROM BUILDING & POSTC COPYRIGHT 2016 LKSM Design,P.C6X6 R.S. CEDAR BEAM BEYOND (16-1/2 O.C. -III=III=III=11 =III11 11=III=1 — = FOUNDATION O3X12 R.S. CEDAR WOOD RAFTER BEAM. 4"x6" PRE-FABRICATED PAINTED NEW STEEL HELICAL PIERS TITLE: 6X6 SMOOTH CEDAR POST BEYOND SPACING SHALL MATCH ROOF BATTENS METAL BRACKETS @ ALL BEAM DETAILS (16-1/2" 0.0.) CONNECTIONS (ONE SIDE) — (E) ASPHALT RE: STRUCTURAL 6X12 R.S. CEDAR WOOD BEAM 6X10 R.S. CEDAR WOOD BEAM PARKING LOT TO REMAIN LINE OF POST BEHIND 4 RAKE DETAIL @PORCH © RIDGE DETAIL @PORCH © EAVE DETAIL@1 SECTION @POST BASE A4 . 3 A4.3 1 1/2" = 1'-0" A4.3 1 1/2" = 1'-0" A4.3 1 1/2" = 1,-0" A4.3 1/2" = 1'-0" SCALE: AS NOTED PROJECT NO.: 1607