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HomeMy WebLinkAboutB12-0584 CR1 Plans.pdf Z $, 44 2572 CORTINA LANE °� z)w 0 =o- VAIL , COLORADO z a w M ;, ,m� NOTE:LOCATE NEW WALL SUCH THAT C RAW L SPACE WALL RE-BUILD _ INSIDE FACE OF EXISTING EXTERIOR STUD r° ' �^ WALL ALIGNS WITH INSIDE FACE OF NEW LJ..1 ^ r r y. CONCRETE WALL r N �d r r , r ISSUED FOR BUILDING PERMIT �3 �r r° BELOW GRADE ' r r EXISTING CONCRETE WALL ,' r` W2 2114113 r , r ABOVE GRADE r ° � PROJECT DIRECTORY Z EXISTING UNFINISHED J FLOOR TO REMAIN CONTRACTOR STRUCTURAL ENGINEER J r r SIRE BUILDING ASSOCIATES KRM CONSULTANTS, INC NEW 8"CONCRETE WALL, PO BOX 6376 PO BOX 4572 p REF STRUCTURAL DWGS VAIL, CO 81658 VAIL, CO 81658 p N i 970-845-6359 970-949-9391 0 ' CONTACT: STEVE ELICKER CONTACT: KIM MCGHEE o r r F1 STEVE a@@SREBUILDS.COM KIM @KRMCONSULTANTS.COM u EXISTING COLUMN ARCHITECT r r ° r i ZEHREN AND ASSOCIATES, INC. r ; ABOVE GRADE BELOW GRADE AVON, CO 86620 r CONTACT: MICHAEL RODENAK IBM FM MICHAELR @ZEHREN.COM NEW 36"DOOR, n 2Jl4/ta aOG PERMIT 1 6 REF DOOR DETAILS GENERAL NOTES 1. DO NOT SCALE DRAWINGS,THE CONTRACTOR SHALL REPORTS ANY DISCREPANCIES OR CONFLICTS CONTAINED WITHIN THESE DOCUMENTS IMMEDIATELY TO THE ARCHITECT PRIOR TO GENERAL COMMENCEMENT OF THE WORK. NOTES & 2.ALL BASIS OF DESIGN PRODUCTS IDENTIFIED ON THE DETAILS SHALL BE INSTALLED PER KEY PLAN MANUFACTURERS STANDARD REQUIREMENTS UNDER MANUFACTURERS RECOMMEDNED '�""" 71 20122211.00 jtns/,s CONDITIONS(i.e. SURFACE PREP, WEATHER, ETC)AND INCLUDE MANUFACTURERS STANDARD �„n " KEY PLAN WARRANTIES WHERE APPLICABLE. MR oK AO.01 114"= l'-O.. RECEIVED AO .0 1 By David Rhoades at 2:29 pm, Mar 04, 2013 UQ Z__ � N 3 3 L U5E �S O°u _ INTERIOR EXTERIOR INTERIOR EXTERIOR zmP Q1 -1s z LJJ T r I a r, �®� 1 , 11 0 DAVID KAY.. r CONC FOUNDATION WALL, REF [ I CONC FOUNDATION WALL, REF EJ..I 4 4 `� y U P I I STRUCT DWGS FOR THICKNESS r I STRUCT DWGS FOR THICKNESS c����r �� r _ gds I REQUIREMON SING �`St�p AC ` i 1 I REQUIREMENTS 8 r COLD FLUID-APPLIED r — COLD FLUID-APPLIED WATERPROOFING,TREMCO I WATERPROOFING, TREMCO r TREMPROOF 2B0 OR APPROVED r III— TREMPROOF 260 OR APPROVED r , p r _ '4. EQUIVALENT I —III EQUIVALENT LJJ III— Z �_ METAL LATH e DRAINAGE AND PROTECTION O 5 —III COURSE,TREMCO TREMDRI Q r 111 DPI OR APPROVED j TRADITIONAL 3-COAT �— EQUIVALENT Ov Cie STUCCO SYSTEM, FINISH j'1� '. COLOR TO MATCH EXISTING r �+� W Q d,I ,,i BACKFILL PER STRUCTURAL L r ENGINEER lll � L MW R]Ik N. D„� NOTES; NOTES: A 7114113 BLDG PERMIT 1. WALL ASSEMBLY 2 FOR USE AT ABOVE 1. WALL ASSEMBLY 1 FOR USE AT BELOW GRADE CONDITIONS. GRADE CONDITIONS. 2. INTERIOR SPACE IS UNFINISHED AND 2. INTERIOR SPACE IS UNFINISHED AND WALL UNCONDITIONED CRAWL SPACE STORAGE, UNCONDITIONED CRAWL SPACE STORAGE, ASSEMBLY NO INSULATION REQUIRED. NO INSULATION REQUIRED. DETAILS — 20122211.00 11115A2 mvmw CHE=W EXTERIOR WALL ASSEMBLY TYPE W2 EXTERIOR WALL ASSEMBLY TYPE W1 ��A1 .01 D A1.01 1 112" = 1'-0" A1.01 1 112 - 1-0 Uo Z� w g 3 3 �ZOG aM .ASELAK A z L u a a I REF PLANS FOR SLOPE STUCCO FINISHd� a i T/O EXISTING FLOOR I MTL LATH � EXISTING GRAVEL TO REMAIN I I Ed I I- I III III III—III— 1 1= I I—I I I�I I _ COLD FLUID-APPLIED WATERPROOFING, EXTEND I1 =1 I I=1 I I-I 11I I I�I -III .` _I TO UNDERSIDE OF EXISTING hI-III, II��III—III—III— i=' ' STRUCTURE ABOVE EXISTING COMPACTED EARTH I BASE WEEP SCREED TO REMAIN W I z MTL FLASHING WITH DRIP j TOP OF GRADE,VARIES Q p a z � 4 j SLOPE Cie 0 a III III I Lu J i I 2 x 4 PRESSURE TREATED WD Q N F1 TRIM WITH DRIP NOTES: V — TERMINATE DRAINAGE 1. THIS IS AN EXISTING CONDITION TO COURSE AT GRADE {\ a REMAIN, NO CHANGES PROPOSED. Ln —III III a i 2. INTERIOR SPACE IS UNFINISHED AND N CONG FOUNDATION WALL, UNCONDITIONED CRAWL SPACE STORAGE, I REF STRUCT DWGS NO INSULATION REQUIRED. _I I I I W1 4 I Ralf. Ru DATE cowwae A ZM4M1 BLDG PERMIT FLOOR AND WALL DETAILS ft 07 20122211.00 11/1&12 wf 2 STUCCO TERMINATION AT GLADE 1 FLOOR ASSEMBLY TYPE F1 � DK A1.02 1 112" = V-0" A1.02 1 112"= 1'-0" Al .02 Vo Z� z 3 Lw ° z� � DAVID KASELAK PLAN CONDITION ai��+a4 SECTION CONDITION Qty° $ 3 3 Lu R - EXSITING CONCRETE m M FOUNDATION WALLSg 3 I EXSITING WATERPROOFING EXSITING STRUCTURE ^"Lu j ABOVE TO REMAIN j EXSITING EXTERIOR N a I. STUCCO FINISH EXSITING STUCCO FINISH II. LAP NEW II WATERPROOFING 6" BACKER ROD AND LOWS II; II OVER EXISTING I ' MODULUS SINGLE PART Zj l' I POLYURETHANE BACKER ROD AND LOW I MODULUS SINGLE PART I SEALANT SUITABLE FOR I ... I DYNAMIC CONTROL POLYURETHANE I :. I < I JOINTS,TREMCO I SEALANT SUITABLE FOR I . I ' DYNAMIC CONTROL I DYMONIC OR APPROVED W I JOINTS, TREMCO EQUIVALENT, BOTH SIDES Z I .; j DYMONIC OR APPROVED OF WALL AND AT STUCCO Q EQUIVALENT, BOTH SIDES TERMINATION J I OF WALL AND AT STUCCO I Z 0 j TERMINATION j W2 j STUCCO FINISH W2 j STUCCO FINISH I MTL LATH a I MTL LATH L u N o I I U I ' COLD FLUID-APPLIED I COLD FLUID-APPLIED {y '. WATERPROOFING, EXTEND I WATERPROOFING, EXTEND l\ o TO UNDERSIDE OF EXISTING <7 i - TO UNDERSIDE OF EXISTING U STRUCTURE ABOVE a j STRUCTURE ABOVE CONC FOUNDATION WALL, CONC FOUNDATION WALL, I REF STRUCT DWGS j REF STRUCT DWGS D 14 I � �m rot Ra WE CXM*A r A IJ14M 13LUG PERMIT NOTE: NOTE: SEALANT COLOR TO BE SELECTED BY ARCHITECT SEALANT COLOR TO BE SELECTED BY ARCHITECT STUCCO FROM MANUFACTURER'S STANDARD COLOR RANGE FROM MANUFACTURER'S STANDARD COLOR RANGE WALL TO MATCH ADJACENT STUCCO FINISH TO MATCH ADJACENT STUCCO FINISH DETAILS �� — 201222lf.ov 11/15/12 OU"" �n 2 STUCCO TERMINATION AT EXISTING WALL STUCCO TERMINATION AT EXISTING (BEAM N. A1,03 A1.03 11 112" = V-0° Al .03 Uo 'o a 3 -1 N – — f P,°•.5 I�? rtt�'[,"tC R of a / F .3244 A- / i d� l F1 q Q C���ti� 0 �`�lv� <l< PLAN CONDITION CONTINUE WATERPROOFING e a I TO BOTTOM OF FOOTING W EXSITING CONCRETE � q F i FOUNDATION WALLS A01 EXSITING VZ— I I I WATER ROOFING W ' III 4 q j j I— EXSITING EXTERIOR No I _ — I Q �I STUCCO FINISH q LAP NEW I 4 WATERPROOFING 6" 3 q i q ii OVER EXISTING _ a I I I I BACKER ROD AND LOW MODULUS SINGLE PART I I POLYURETHANE j a j III SEALANT SUITABLE FOR DYNAMIC CONTROL W a I I I I JOINTS, TREMCO Z I I DYMONIC OR APPROVED Q CONTINUE WATERPROOFING j EQUIVALENT, BOTH SIDES J J i J TO BOTTOM OF FOOTING I I I OF WALL Q < Q� y Z � e ` TERMINATE DRAINAGE1 Q COURSE AT FOOTING a I III DRAINAGE AND PROTECTION BOARD, O N 16 REF WALL ASSEMBLY O Lu q I i CONC FOUNDATION WALL, ' III I V REF STRUCT DWGS f I COLD FLUID-APPLIED �y ® — WATERPROOFING EXTEND I\ Xn III= Td UNDERSIDE OF EXISTING q 4 I I STRUCTURE ABOVE PERIMETER DRAIN, CONNECT CONC FOUNDATION WALL, q a Q TTOEXII TING DRAINAGE SYSTEM I REF STRUCT DWGS 2n q r rom d H& DATE mFmn+r q FILTER FABRIC A viarls BLOGPERMIT Q q i I 1 1 �- I"NUTION - I M I 1=� 11: _Lj I WALL II j I I DETAILS PRQIBCT N. DATE 20122211.00 111I M 2 MAW W Ff 2 FOOTING DETAIL BELOW GRADE WALL TERMINATION AT EXIST WALL '"A1 .04 A1.04 11 112 = 1 -0 A1.04 11/2" = l'-O" u„ ,® Uo Z� �zcg r2 s� QZJ a � � 1•tf•1 ,4 �© d56 I '':D KASEtAK A1 .05 � � F, X244 3 WOOD TRIM, TYP D=odgy 1F2'CHAMFER AT OPENING SEALANT 6 BACKER ROD 0 BOTH SIDES,TREMCO DYMONIC(SEE 3.102) / m M d MANUFACTURER'S AND�E( ovoR -_- ------ ELEVATION ABOVE)" �I Q I i li 2 _ I I SHIM SPACE n iY Lua MANUFACTURER'S 1HRESHOLD W2 2x 4 WOOD TRIIM - I I I i I pQ SEALANT.TREMCO K p OYMONIC(SEE 3.102) , { STUCCOFINISH � � I E i I I I I i I JAMB DETAIL z , NOTE: DOOR w A1.05 1 112" = 1'-a" I zI � HARDWARE TO BE I SUPPLIED BY OWNER J O A1 .105 < 0 U O ' \ I Z A O \ 2 00 \ O W J aQ, I STUCCO FINISH I. \ V/ • , .y BASE WEEP SCREED I \\ STEEL EXTERIOR DOOR a (JELD-WEN 60 SERIES ti METAL FLASHING WITH \ U DRSP SCALA fi-PANEL OR APPROVED Ln FLASHING \\ 2 x 4 WOOD TRIIM WITH 7 \\ DRIP EDGE L , EQUIVALENT) I \ I Q SHIM SPACE - � I I 112'CHAMFER AT OPENCNG I \ I I \\ I SEALANT 6 BACKER ROD I \ I MR=FM BOTH SIDES,TREMCO I \ I DYMONIC(SEE 3.102) \ I A 2M4113 BLDG PERMIT \ I \ I MANUFACTURER'S DOOR \ AND FRAME(SEE \ ELEVATION ABOVE) \. I DOOR 3'-0" DOOR OPENING DETAILS +4 FROIXT N. 7[ 2012221 1.00 11115/12 =A�n CHU=� 2 HEAD DETAIL DOOR TYPE A - EXTERIOR SINGLE SWING hMR oK A1.a5 1" = 1'-a° A� 05 A1.a5 1 112" = 1'-a" • BE Gfpl 10/17/2012 m EXSTG. CONCRETE FOUNDATION WALL ( ) m q DWL. N CONC. WALLS TO (E) W/ #5 DWLS. x 24" DRIVEN INTO 9/8"Ox4" HOLES F u a 4 ® 12" O.C. AND (2) DWLS. Z 8 j IN FTG., TYP. 00 1'-0" $3 m u> T.O.W. = 106'-9f T.O.F. = 97'-0 100'-0 T.O. GRAVEL T.O.W. = 100'-0 VERIFY EXSTG. FOOTING T.O.F. = 97'-0 \ DEPTH AND SIZE, CONTACT < �\ ENGINEER IF INTERFERES WITH U NEW FOUNDATION 7ZI- EXSTG. CONCRETE PIER Lo U 2 T.O.W. = 106'-9f S2 T.O.F. = 97'-0 OPENING FOR 3'-0 DOOR, VERIFY R.O. SIZE AND designed by KRM LOCATION WITH ARCH. thew,by KRM checked by MH PLAN issued NORTH PERMIT 10/17/12 FOUNDATION PLAN SCALE: 1/4" _ l '—O± PLAN NOTES 1. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING sheet CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 2. STEPS IN TOP OF CONCRETE WALL INDICATED: S 3. DO NOT SCALE DRAWINGS. JOB 1210-08 DESIGN CRITERIA: 2572 Cortina Lane JOB #1210-08 RE Seismic Design Category ---------------------- EXEMPTi.., 9 9 y --------- t' IBC/IRC Edition 2009 'may ., R. ` SPECIAL INSPECTIONS: .2 , a. No special structural inspections are required. Periodic observations of construction by the structural engineer are not considered to be special inspections. t? `F�y, FOUNDATION DESIGN: rays c R a. Foundation design an assumed maximum allowable bearing pressure of 2500 psf and an o a assumed lateral p ressure of 50 cf. b. Footings shall be placed on the natural undisturbed soil 10/17/2012 ?u a C. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Because geotechnical information was not available at the time of preparation of a a 4 the construction documents, we have used assumed values based on similar sites in the area. `o Construction of the foundation may not proceed without verifying these values. Report any EXSTG. FRAMING TO N discrepancies from design assumptions to structural engineer for re—evaluation of foundation REMAIN o 0 design. !a REINFORCED CONCRETE: SIMPSON H5 AT EACH ii i ' 8 EXSTG. JOIST " ° 3 a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI i F as adopted by Chapter 19 of the 2009 IBC. b. Structural concrete shall have a minimum 28—day compressive strength of 3000 psi. n C. Concrete shall be proportioned using Type 1—II sulfate—resistant cement. Admixtures containing z chloride salts shall not be used. :5i d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of r7 Concrete Practice. e. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" VERIFY T.O.W. HEIGHT WITH 2. Concrete exposed to earth or weather: ABILITY TO PLACE CONCRETE, A. #5 bar and smaller 1 1/2" ADD MORE R's AS REQ'D B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: LEXSTG. W10 STEEL BEAM w A. Slabs, walls, joists (#11 bar and smaller) 3/4" B. Beams, columns 1 1/2" REINFORCING STEEL: ° SIMPSON MASA MUDSILL #5's VERT. ® 16" O.C. a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI ANCHOR ® 48" O.C. O Manual of Concrete Practice. (PRE—BEND AROUND R TO b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM INSTALL) Specification A615 and shall be grade 60. O C. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless F--1 specifically approved by engineer. a E O d. At corners, make horizontal bars continuous or provide corner bars. Around openings and a U steps in concrete, provide (2)—#5 bars extending 2'-6" beyond edge of opening or step. 4" 4" e. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent t� adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. Q f. Metric bar size conversion table: METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 INCH—POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 GENERAL REQUIREMENTS: 3'-0 DOOR PER ARCH. #5's CONT. HORIZ. ® 16" O.C. LO a. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate #5 DWLS x X10 100'-0 dil requirements for mechanical/electrical/plumbing penetrations through structural elements with 100'-0 100'-0 ® 16" O.C. 7 T.O. GRAVEL structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods %'%" 9 Y P Y T.O.W. T.O. GRAVEL 1 —4 used for construction shall be in accordance with the latest editions of the IBC/IRC. b. Details not specifically shown on the drawings shall be constructed in a manner similar to the oioioi;r ii details that are shown for like conditions. These items shall be brought to the attention of �'i 'i' i orb the structural engineer as soon as possible for approval. Approval shall be obtained prior to (2)—#5's CONT. D/,�\� 2" installation. HORIZ. TOP & BOT. #5's CONT. HORIZ. ® 16" O.C. C. All waterproofing and flashing is the responsibility of the architect and contractor. d. It is the responsibility of the contractor to contact the structural engineer at the appropriate (2)—#5's CONT. HORIZ. designed by KRM time to perform site observation visits. Observation visits to the obsite b the engineer are #5 DWLS x �°0 TOP & BOT. KRM P J Y 9� I drawn by for determination of general conformance with the construction documents and shall not be ® 16" O.C. r� (2)—#5's CONT. IN FTG. (2)—#5's CONT. IN FTG. cracked by TRH construed as inspection. 1'-4 issued e. Though every effort is made to provide a complete and clear set of construction documents, 2„ discrepancies or omissions may occur. Release of these drawings anticipates cooperation and PERMIT 10/17/12 continued communication between the contractor, architect and engineer to provide the best 97'_0 • 97'-0 possible structure. These drawings have been prepared for the use of a qualified contractor T.O.F. experienced in the construction techniques and systems depicted. f. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, 0 0 framing, foundation and anything else that may affect the work shown on the drawings. I I �. Underpinning, shoring and bracing of existing structures shall be the responsibility of the a° contractor. PERIMETER DRAIN 8" 1'-0" PERIMETER DRAIN 8" 1'-0" PER SOILS ENGINEER PER SOILS ENGINEER sheet 2'-8" 2'-8" 2 SCALE: 1�" = 1'-0" 1 SCALE: Ys" = 1'-0" S2 S2 JOB 1210-08