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Home My WebLink AboutB14-0026 CR1 plans 2X6 T&G ROOF DECK ��j/ / � 5/g„ DI A � /�// THRU—BOLT � � //� � � / \ / \ CNTR BORE AND � � � � � � � � � PLUG, TYP. \ \ \ // ��%� // x NAIL � � �� / ,�o + � / ,�p +� 4x10 PURLIN �%� � �� / �/ \� � � � �`+ — — �+ NOTCH TAIL % � � ' // � � 4x10 2x PLATE FOR i � GLB 6 3/q."x12" 24FV8 CONT. CANTI�EVER P NY WALL I � ABOVE ROOF VERIFY 3 6x6 DF No. 2 GLU—LAM � M STUDS COL BEAM RE: CUT BACK � � BEARING PLAN EXIST. ROOF I EAVE IM � EXIST. STUD I WALL t AA SEC110N VIEW nD SECTION VIEW A °:1 4 =1-0 S A :1 4 =1-0 I 4x4 RIDGE 4x10 PURLIN 4x10 RAFTER 5/g" PLYWOOD SHEATHING 2x10's � 12" 2x BIRD'S MOUTH /�/ CRADLE � 48" o.c �— — — — /j� \ (4x4 RIDGE 2X6 T&G / � \ \\ \ I �I1`�� SUPPORT) ROOF DECK � 2x NAILERS , � fI��IC.��1C.�.��11_i�C.��C.�.�I�C.��JII_ .� 2x BLOCKING � \ \ � \ � � r , CONNECT BEAM RPF�ER I � /� BIRD'S MOUTH CUT RAFTER \ � � �'��—I I— �1 — �f — i r —1� �1— �T — T r —f� �l— �1— 7 f — i� —1� - - 1 T — � — — END TO EXISTING DETAIL 1 4X�� / AT BEARING, TYP. �'�!l� II II II II II II II II II II II II II- - - -II II �t � WALL AND OR 1 ��/ 2x PLATE FOR II II II II II II II II II II II II II I�- � -�I II II II II SOFFIT. CONSU�T 6x6 COL 2x6 STUD � � II II II II II II II II II II II II II II�� II II II II II � ENGINEER ONCE EXIST. 5 yg" � PONY WALL � � II II II II II II II II II II II II II II� �II II II II II � EXIST. STRUCTURE x12" GLB ABOVE ROOF � � II II II II II II II II II II II II II II� �II II II II II � IS EXPOSED � � II II II II II II II II II II II II II II II II II II II � i i ii ii ii ii ii ii ii ii ii ii ii ii ii ii� = - �ii ii ii ii ii i � � �� ,� �,�� ,� �,�� - - - - - - - - - - - - - - -I.J. J!— JL _ iL _I .JI_ Jl _ 1L _IL _IL. JJ_ 1L - 1L —ILJI� _ _IilL _IL _ILJ1_ �1. J �—°� EXIST. WALL FRAMING 2x6 � ° ° � STUDS C�? 16" q, \ Z. VERIFY sECnoN v�Ew �S� � — — — — — — BB scA�:� a =i—o DETAIL2 I �+ I '�+ \ ��s ° l EXIST. COL ° � a� DETAIL 3 °9 p . �S_ 4x4 RIDGE (2)2x4 FLAT (ROTATED) NAILER PLATE 2x6 STUD � KNEE WALL ABOVE ROOF �� SECTION VIEW � ' ` %�� CALE:1 4 =1-0 � � ` I 4x10 RAFTERS , M � 24"0.c. BB � � S.2 � ,, � 4x1 Q RAFTERS �� 24"o.c. =,� .— \ 2x FLAT � d- � NAILER PLAT 1 : :12 T 12• :1 � �\ �r � �. GLB 6 3�4' 12" 2 V8 i� � , A � S.2 15'-6„ $,_3" ��F ��+/s� s�� 6+6 ��'%�� L �'p F`+G,oA G � �'��i`3�s �•F,.p /S'�%ti,f,T TG� c o S DD CC �B�' -, S3.1 S3.1 PRO✓ECT.� ✓UR/SD/CT/ON.� SHEETNO. CORTINA CHALET DECK ROOF ADDITION TOWN OF VAIL, CO S ` � LOT 9 BLK B VAIL RIDGE, 2682 CORTINA LANE ROOF FRAM�NG PIAN � • • • • 1� • • � S�A�:, 4 =,_o engineering � � P.O. Box 3032 • Eagle, Colorado 81631 � 12.10.1 ISSUED FOR PERMIT m N 0. DA TE REASO/V FOR/SSU//VG TH/S ORAW//VG � ✓OB NO. K EI_13027 ��,��.-�-_. . Design Criteria: General Requirements: A. Structural erection and bracing: The structural drawings illustrate Code Edition: 2012 IRC with Town of Vail Amendments the completed structure with all elements in their final positions supported and braced. The contractor, in the proper sequence, shall Live Loads: provide shoring and bracing as may be required during construction Deck 100 psf (snow) ta achieve the final completed structure. Contact engineer for consultation (not in contract) as required. Dead Loads: B. Existing structures: If construction ad joins an existing structure, 6X6 CO�. Deck 15 psf the contractor shall be respansible for verifying dimensions, L 4x4xy4, EA. SIDE elevations, framing, foundation and anything else that may affect Lateral Loads: 5/$" DIA the work shown on the structural plans. Under pinning, shoring and THRU-BOLT Basic Wind Speed: 90 mph (3 second gust) bracing of the existing structure shall be the sole responsibility of Exposure: C the contractor. ExisT. DECKING C. Dimensions: Check all dimensions against field and architectural drawings prior to construction. Do not scale drawings. SIMPSON A34 D. Construction practices: The general contractor is responsible for CLIPS EA means, methods, techniques, sequences and procedures for RAFTER Structural Glued Laminated Timber: GLU-LAM BEAM A. Materials, manufacturer and quality control shall be in conformance construction of this project. Notify structural engineer of omissions RE: PLAN with AITC Product Standard PS 66-82, "Structural Glued Laminated ar conflicts between the working drawings and existing conditions. Timber" or latest edition. E. Coordinate requirements for mechanical/electrical/plumbing � PL 3/g"x4"x�'-o" EXIST. GLB penetrations through structural elements with structural engineer. EA FAC j (SHIM B. Laminated members shall be fabricated using Douglas Fir at 12% Prior to installation of such equipment or other items to be � AT COI.. moisture content in accordance with WCLIB and with the following attached to the structure, the contractor shall obtain approval for � (4) Y4" DIA x 5" combination symbols: connections and support. Contractor shall furnish required hangers, 5/g" DIA THRU BOLT LEDGER LoCK 24F—V4 Simple—span beams connections, etc. required for installation of such items, unless ``' scREws 24F—V8 Continuous or cantilever beams specifically noted on plans. sxs co�. C. All members shall be Architectural Appearance Grade, unless noted F. Jobsite safety is the sole responsibility of the contractor. All otherwise by the architect. rnethods used for construction shall be in accordance with the D. All members shall be protected from damage and exposure to latest edition of the IBC. moisture prior to and during construction. G. The structural engineer may make periodic observation visits to the E. Adhesives shall meet the requirements for wet conditions of service. obsite for determination of eneral conformance with the F. Do not camber laminated members unless specifically indicated on construction documents. Sugh observation visits shall not replace 1 DETAIL 2 DETAIL the plans. required inspections by the governing authorities or serve as "special _ inspections" as may be required by Section 17 of the International S � 2 SCALE. 3�4�� = 1 �— � S ,2 SCALE. 3/4�� - 1 � - 0 Building Code. Structural Steel: H. Though every effort has been made to provide a complete and clear A. Structural steel shall be detailed, fabricated and erected in set of construction documents, discrepancies or omissions may accordance with the latest provisions of AISC "Manual of Steel accur. Release of these drawings anticipates cooperation and Construction". continued communication between the contractor, architect and B. Structural steel plates and angles, shall conform to ASTM A36. The engineer to provide the best passible structure. These drawings latest editions of these requirements shall be used. Steel supplier have been prepared for the use of a qualified contractor experienced may optionally provide ASTM Grade 50. in the construction techniques and systems depicted. 3/16 C. Tube steel members shall conform to ASTM A500, grade B. 3 16 D. All bolts shall be of ASTM A307. E. All welding shall be performed by an AWS qualified welder. F. Delay painting within 3" of field welds until welds are completed. ABBREVIATION ° 4 ° � LIST L � � A.B. ANCHOR BOLT INT. INTERIOR (4) y2" DIA x4" Structural Wood Framinp: ANCH. ANCHOR JST. JOIST O O EMBEDMENT APPROX. APPROXIMATELY LONGIT. LONGITUDINA� � � a EXPANSION /�II framing lumber ShClll be of dry Douglas Fir—Larch (DF), graded by ARCH. ARCHITECT LVL LAMINATED VENEER LUMBER ANCHORS (ITW Western Wood Products accordin to the followin recommendati4ns. All BLDG. BUILDING LS� LAMINATED STRAND LUMBER p p i� 9 9 TRU-WEDGE OR ►� ►► BLKG. BLOCKING MAX. MAXIMUM EXIST. GLB 2 nominal lumber shall be of DF #2 or better, post 3 nominal and gM. BEAM MECH. MECHANICAL EAqUAL) wider ShQll be DF #2. BOT. BOTTOM MAT'L MATERIAL a A. Except C1S otherwise noted, the minimum nailing ShClII be provided C1S B•O.W. BOTTOM OF WALL MANUF. MANUFACTURER a � BRG. BEARING MIN. MINIMUM >' specified fn the ��Nailing Schedule" On the drawings (2003 IBC Table CANT. CANTILEVER NOM. NOMINAL ., �. `r� 1.5 DIAxS 2304.9.1 �. � CENTERLINE O.C. ON CENTER LEDGER LOCK +�-r- CLR. CLEARANCE OSB ORIENTED STRAND BOARD � 2 B. BOItS used fOt' wood framing connections Shall be installed Wlth COL. COLUMN R PLATE SCREWS �S L standord washers and nuts. CONC. CONCRETE PLYWD. PLYWOOD C. Unless noted otherwise, steel ConneCtors suCh as those CONN. CONNECTfON RE: REFERENCE TYP � manufactured by the Simpson Stong—Tie Company ShClll be used t0 CONT. CONTINUOUS REINF. REINFORCE/REINFORCEMENT g,E. 3/16 ► oin rafters oists or beams to other beams at flush—framed CONST. CONSTRUCTION REQ D REQU�RED �. � � � DBL. DOUBLE REV. REVISION conditions. Use all specified nails. Connector conditions not DWL. DOWEL SCHED. ScHE�ULE PL 3/8"x5" a otherwise noted shall utilize Type U or Type HU hangers of a size DwG. DRAwING SECT. SECTION s ecificall desi ned for the member su orted, as shown in the EA. EACH SIM. SIMILAR � P Y 9 PP ELEV. ELEVATION SPEC. SPECIF�CATION manufacturer�s published tables. Contact structural engineer for ENG. ENGINEER STD. STANDARD a �n detQilS QS required. E.O.R. ENGINEER OF RECORD STRUCT. STRUCTURAL � �. Provide solid blockin between OIStS C!t all bearin IOCC1tIOnS. EQUIV. EQUIVALENT T&G TONGUE & GROOVE 9 J g EXSTG. EXISTING T.O.F. TOP OF FOOTING Blocking material ShQll match joist material. EXP. EXPANSION T.O.S. TOP OF STEEL EXT. EXTERIOR T.O.W. TOP OF WALL 'N E. TBcG decking ShQll be fastened Clt CIII supporting members Wlth �2� 8 FDN. FOUNDATION THRU THROUGH � �` gage wood screws x 2�� penetration. FLR. FLOOR TRANSV. TRANSVERSE � � � „ FTG. FOOTING TYP. TYP�CAL �'Yii��ii i��iv%`�/�i� • � F. Plywood decking shall be 5/g thick Structural grade exterior rated GA. GAUGE u.N.O. UNLESS NOTED OTHERwiSE ��''�y��%��%� ,� �� 'i�i sheathing fastened at each supporting member with 8d nails spaced GEN. GEtvERAL vERT. vERTICAL `�� , „ „ at 6 o.c. along edge and 1 2 o.c. in panel field. GYP. GYPSUM/GYPCRETE W�'F. W T DED WIRE FABRIC E BEDME�NT x4 HDR. HEADER W/0 WITHOUT a EXPANSION HORIZ. HORIZONTAL Q ANCHORS (ITW HT. HEIGHT ° TRU-WEDGE OR EAQUAL) 3 DETAIL S ,2 SCALE: 3/4" = 1 '- 0 � PRO✓ECT.� ✓UR/SD/CT/ON.� SHEET NO. CORTINA CHALET DECK ROOF ADDITION TOWN OF VAIL, CO `�' • " " • ` LOT 9, BLK 2, VAIL RIDGE � � � eng i neeri ng � 0 12.10.13 ISSUED FOR PERMIT P.O. Box 3032 • Eagle, Colorado 81631 m NO . ✓OB/VO. KEI_13027 u��.,�_�...�_.