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B18-0194_REV1 approved plans_1533313590.pdf
1,0 OF iv C ICV fh. tP SPRING 2018 °Y 08103118 yA1L RAcQuEercLuB UM UNIT N ... 1 VI CTOR MARK DONALDSON VAIL RACQUETCLUB DRIVE - VAIL, CO 81657 /` MR f A A55REVIA IONS NERA NO I 5 =RAWISG IND X 0t'NE / AGENT: ABV ABOVE LB POUND 00-A. IT 15 A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTORVAIL RACQUET CLUB TOWNHOMES $ CONDOMINIUMS :max/x/x/x�\ < SHEATHING TI.O TITLE SHEET / NOTES DIRECTOR OF MAINTENANCE \//////// EARTH >55555 ������� AFF ABOVE FINISHED FLOOR LT LIGHT COORDINATE 4 INTEGRATE, INTO THE FINAL PROJECT, ALL ADDITIONAL DOCUMENTS STEVE LOFTUS, , , , ,\ (PLYWOOD/OSB) AFG ABOVE FINISHED GRADE LTL LINTEL WITH THESE ARCHITECTURAL DOCUMENTS FOR A COMPLETE, SATISFACTORY * CODE TI.I GRFA CALCULATIONS 4,645 VAIL RACQUET CLUB DRIVE AP ACCESS PANEL LVR LOUVER COMPLIANT BUILDING. CONTRACTOR SHALL PROVIDE A BUDGET $ SCHEDULE AS WELL VAIL, COLORADO 81,657 GRAVEL / DRAINAGE WOOD-FINISH ACT ACOUSTICAL CEILING TILE MH MANHOLE A5 P055E55 AN ENDORSED AGREEMENT FOR CONSTRUCTION SERVICES WITH OWNER ADJ ADJACENT MMFR O MASONRY OPENING PRIOR TO MOBILIZATION AND/OR COMMENCEMENT OF WORK. SURVEY STEVELOFTUS@VAILRAGQllETGLUB.GOM ARCHITECTURE ALT ALTERNATE MAIL MATERIAL PHONE: 470-477-30/62 / FAX: cf70-477-30,61 PLANNING CONCRETE WOOD-ROUGH AL ALUMINUM 01. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY APPROX APPROXIMATELY MAX MAXIMUM MECH MECHANICAL DIMENSIONS, FIELD CONDITIONS $ UTILITY LOCATIONS 01\151 TE PRIOR TO SUBMITTAL OF ASI SITE PLAN INTERIORS STUCCO / EIFS or ADA AMERICAN DISABILITY ACT MC MEDICINE CABINET BID PROPOSALS, ORDERING MATERIALS OR ENGAGING INTO CONTRACTS/ AO.I FLOOR PLANS $ ELEVATIONS DEMO ARC 1 TEC' : SINCE 1977 GYPSUM WALL BOARD WOOD-BLOCKING A/C AIR CONDITIONING MMB MEMBRANE SUBCONTRACTS. Al.I FLOOR PLANS 4t ELEVATIONS ARCH ARCHITECTURAL MTL METAL VICTOR MARK DONALDSON ARCHITECTS ROOF SHINGLES BSMT BASEMENT M METER 02. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS OR A3.I DETAILS BATT INSULATION I�I�11p CHRIS JUERGENS : PRINCIPAL 11m11 1 , 1, 1 , (SHAKE / ASPHALT) BRG BEARING MW MICROWAVE NEED FOR ADDITIONAL INFORMATION IMMEDIATELY UPON DETERMINING EXISTING FIELD ARCHITECT S BFG BELOW FINISHED GRADE MM MILLIMETER CONDITIONS 4 VERIFYING NATURE OF CONFLICT OR DISCREPANCY. A52 DETAILS 0040 BENCHMARK ROAD, SUITE 207 g p W B E N C H M R R K R 0 A D i■■■■■■■■■■■■ woo y ROOF TILES BEAM BEAM MPH MILES PER HOUR P.O. BOX 5300 AVON, COLORADO 81,620 i••••••••••• RIGID INSULATION 1�^^,�il�^^,1 ilii MIN MINIMUM A3.3 WINDOW/FLASHING DETAILS 1aYa1 lyly . (CERAMIC / SLATE) BVL BEVELED 03. AREAS OF CONFLICT OR DISCREPANCY MUST BE FULLY RESOLVED WITH WRITTEN PHONE: a70.a4a.5200 / FAX: 440.444.5,205SUITE 20 , BIT BITUMINOUS MIR MIRROR APPROVAL FROM THE ARCHITECT OR OWNER BEFORE CONSTRUCTION CONTINUES IN STONE VENEER BLK BLOCK MISC MISCELLANEOUS ANY AFFECTED AREA OF HORK. E-MAIL: CHRIS)@VMDA.COM MASONRY MR MOISTURE RESISTANT 51.0 GENERAL NOTES BOX 5300 I I (DRY STACK) BLKG BLOCKING MULL MULLION BD BOARD 04. PLAN DIMENSIONS ARE TO FACE—OF—FRAMING OR FACE—OF—CONCRETE UNLESS S I.I FRAMING PLANS A V 0 N Co 81620 NAT NATURAL TO TOP _� I � I _ j////� STEEL /METAL 4 •��s��0� (GROUTED)STONE �ER BO BOT BOTTOM BOTTOM OF NR NOISE REDUCTION OFT GO RETOTHERWISE. )TOP OF PLYWOOD, OR VERTICAL ELEVATION DIMENSIONS WALL PLATES OR BEAMS,UNLESS NOTED .� TU I�l I�4 : 1 NOM NOMINAL OTHERWISE. 970 . 949 . 5200 BLDG BUILDING N NORTH MONROE NEWELL ENGINEERS, INC. �C� CPT CARPET NIC NOT IN CONTRACT .4.,4,, CONCRETE BAGKERBOARD �I�`:��, HEAVY TIMBER CSMT CASEMENT NTS NOT TO SCALE 05. PROVIDE ALL NECESSARY BLOCKING IN WALL, FLOOR 4 CEILING CAVITIES FOR CRAIG CARROLL PE GIP CAST IN PLACE O.G. ON CENTER MISCELLANEOUS INSTALLATIONS NECESSARY FOR SUPPORT, BLOCKING OR chrisja� vmdacom 11101 WYNGOOP ST. 5TE:200 CLG CEILING OPG OPENING MANUFACTURER/INSTALLATION INSTRUCTION WHETHER SHOWN ON THESE DOCUMENTS OR ������� TILE or ® ENGINEERED WOOD GTR CENTER OPP OPPOSITE PROVIDED WITH SEPARATE DOCUMENTATION BY OTHERS. DENVER, COLORADO 80202 FAX 949 . 5 2 0 5 • CT CERAMIC TILE OPH OPPOSITE HAND PHONE: 505,6,25-4421 FAX: 303 ,6,23-,6,602 CLR CLEARANCE OSB ORIENTED STRAND BOARD 0,6. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED BY THE E-MAIL: GGARROLL@MONROE-NEWELL.GOM .� GLAZING / MIRROR OD OUTSIDE DIAMETER MC ` " COL COLUMN OH OVERHEAD GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, HE 'c. 0, ^'N.. GONG CONCRETE OA OVERALL SHALL IMMEDIATELY NOTIFY ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL I", 0/0 CMU CONCRETE MASONRY UNIT (P) PAINT RELIEVE THE ARCHITECT/OWNER/TENANT OF RESPONSIBILITY FOR DELAYS TO THE �.5,P C CONDUIT PR PAIR PROJECT OR ADDITIONAL COSTS. DAL!.) f N 5 c PKNG PARKING CONST CONSTRUCTION CONT CONTINUOUS PVMT PAVEMENT 07. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE • TOR �` KGJT CONTROL JOINT PED PEDESTAL CODES 4 OBTAINING ALL PERMITS $ REQUIRED APPROVALS. CODE COMPLIANCE 15ie� CPR COPPER PLAM PLASTIC LAMINATE MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT ' #1% N © GUST CUSTOM PL PLATE CONFORMING TO RELEVANT CODES GOVERNING THIS PROJECT. h SECTION CUT SYMBOL DEPT DEPARTMENT PLUM PLUMBING 4V V' D DEPTH PW PLYWOOD O8, GENERAL CONTRACTOR $ SUBCONTRACTORS SHALL FIELD COORDINATE $ OBTAIN C‘(</ DTL DETAIL PT PRESSURE TREATED APPROVAL FROM THE ARCHITECT AND/OR STRUCTURAL ENGINEER BEFORE ANYk�� DIM DIMENSION PSF POUNDS PER SQUARE FOOT - ._.,..___!9,‘->-•CUTTING, NOTCHING OR DRILLING OF ANY CAST—IN—PLACE CONCRETE, STEEL FRAMING, DW DISH WASHER PSI POUNDS PER SQUARE INCH OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY, IN ANY WAY, AFFECT THE PC PRE-CAST .1001-0" ELEVATION REFERENCE DR DWG DOOR DRAWING PROP PROPERTY STRUCTURAL INTEGRITY OF THE BUILDING. DF DRINKING FOUNTAIN RI RLE OSI. ALL NEW $ REMODEL (WHETHER ENGINEERED OR DESIGN-BUILD) ELECTRICAL, E EAST RCPT REARRY ECEPTACCLE ELEC ELECTRICAL RE: REFER TO PLUMBING $ FIRE PROTECTION WORK SHALL BE COMPLETED IN A WORKMANLIKE 00 2REF REFERENCE MANNER IN ACCORDANCE WITH ALL REQUIREMENTS OF ALL CURRENT CODE ELEV ELEVATIONS REFR REFRIGERATOR REGULATORY REQUIREMENTS ADOPTED BY THE GOVERNING MUNICIPALITY $ OTHER © EL ELEVATOR REINF REINFORCING AGENCIES HAVING JURISDICTION, INCLUDING ALL AMENDMENTS THERETO. nr 3 I ELEVATION SYMBOLS EMER EMERGENCY READ REQUIRED W EQ EQUAL RES RESILIENT 10. SUBSTITUTIONS OF "EQUAL" OR "EQUIVALENT" PRODUCTS MAY BE ACCEPTABLE WITH till EQUIV EQUIVALENT REV REVISION OWNER OR ARCHITECT WRITTEN APPROVAL. IN ADVANCE, THE CONTRACTOR SHALL \ / Z > 4 EXH EXHAUST SUBMIT DETAILS (IF NEEDED), ALL PRODUCT DATA, SPECIFICATIONS, FEATURES, C O D� R. ll I ----_^: O C Q EXG EXISTING R RISER OPTIONS, FINISHES, ETC. IN ORDER TO DETERMINE ACCEPTABILITY. EXP EXPANSION R45 ROD AND SHELF ZONING DESIGNATION: TOWN OF VAIL (HDMF) (n RD ROOF DRAIN EXT EXTERIOR II. IT 15 A REQUIREMENT OF THESE DOCUMENTS THAT THE CONTRACTOR 4 HIS OCCUPANCY GROUP: R-2 Z �, CO Ln RFG ROOFING ri."-'m X REVISION SYMBOL FOC FACE OF CONCRETE RM ROOM SUBCONTRACTORS, VENDORS 4 WORKMEN, PROVIDE ALL LABOR, MATERIALS, CO FOF FACE OF FINISH RO ROUGH OPENING TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO PROVIDE A COMPLETE PROJECT FOM FACE OF MASONRY R/5 ROUGH SAWN WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. CONSTRUCTION TYPE: V - B (NON-RATED) z FOS FACE OF STUDS 55 SANITARY SEWER U 00 OF FLOORS: FIN FL FINISH FLOOR ELEVATION (5) SEALANT L2. GENERAL CONTRACTOR $ ALL TRADESMEN SHALL REFER TO ALL ARCHITECTURAL / NO. 2 FLOORS 4 BASEMENT (GARDEN LEVEL) W 0 0.4fH o © FE FIRE EXTINGUISHER 5HT SHEET INTERIOR DESIGNERS, STRUCTURAL, ELECTRICAL, PLUMBING ANY/ALL OTHER Z W (� FDC FIRE DEPARTMENT CONNECTION SHTG SHEATHINGFULLY SPRINKLED: NO SPECIALTY CONSULTANT/ENGINEER DRAWINGS ATTACHED TO THESE PLANS IN ORDER J x FI-IC FIRE HOSE CONNECTION 5M SHEET METAL TO FULLY DETERMINE THE SPECIFICATIONS FOR ALL MATERIALS USED ON THIS W V ^ DETAIL OR PLAN ENLARGEMENT FEC FIRE EXTINGUISHER CABINET SIM SIMILAR GOVERNING CODES: 2015 IBC, AND ALL ADOPTED TOWN OF VAIL J III J PROJECT. IF THERE ARE ANY CONFLICTS OR OMISSION IN THE PLANS OR FPL FIREPLACE SPM SINGLE PLY MEMBRANE CODES. 0 — Q SPECIFICATIONS IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FP FIREPROOFING 5SOLID CORECONTACT THE ARCHITECT AND/OR THE OWNER TO RESOLVE THE ISSUE. FLG FLASHING SPEC SPECIFICATIONS FLR FLOOR SQ FT. SQUARE FEET 13. AS A PART OF PROJECT CLOSE—OUT, THE CONTRACTOR SHALL FURNISH TO THE Lu W J FD FLOOR DRAIN 5.5TL STAINLESS STEEL OWNER ALL WRITTEN 4 GRAPHIC MATERIALS FOR ANY $ ALL EQUIPMENT, APPLIANCES, Q FTG FOOTING STD STANDARD HARDWARE 4 SYSTEMS INCLUDING WARRANTIES, INSTRUCTION MANUALS, INSTALLERS 4iiii ® FND FOUNDATION ST SELF-TAPPING MANUFACTURERS NAME ADDRESS. ALL EQUIPMENT, SYSTEMS, FIXTURES APPLIANCES WINDOW REFERENCE FSO FURNISHED BY OTHERS STL STEEL INSTALLED SHALL HAVE A MINIMUM OF A ONE (I) YEAR WARRANTY THE CONTRACTOR FUR FURRING SD STORM DRAIN /SMOKE FURTHER WARRANTS AGAINST FAILURE OF ALL VARIOUS SYSTEMS INSTALLED, C:ICI GA GAGE, GAUGE DETECTOR CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE (I) YEAR AFTER 3°x 7° WINDOW / DOOR SIZE (FT.IN) GD GARBAGE DISPOSAL STRUG STRUCTURAL GALV GALVANIZEDTR STRINGER DATE OF FULL OWNER ACCEPTANCE. SEE ATTACHED PROJECT MANUAL $ CONSTRUCTION > GC GENERAL CONTRACTOR 51A1 SWITCH SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. GLAM GLULAM LAMINATED BEAM SYM SYMMETRICAL ® GL GLASS, GLAZING TEL TELEPHONE 14. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED ELECTRONICALLY DOOR REFERENCE Ty TELEVISION (OWNER+ARCHITECT+CONTRACTOR) BY CONTRACTOR, WHO SHALL MAINTAIN AND p) H GB GRAB BAR THK THICKNESS uuGND GROUND DISTRIBUTE UPDATES OF A LOG OF ALL RFI S. THREE CALENDAR DAYS MAY BE GWB GYPSUM WALL BOARD THR THRESHOLD NEEDED TO REVIEW RFI'S ONCE WRITTEN RFI'S ARE RECEIVED. HGR HANGER TBD TO BE DETERMINED f. WALL TYPE REFERENCE rgG TONGUE AND GROOVE HDW HARDWARE HEADER TOS TSL TOP OF SLAB TOP OF STEEL 15. CONTRACTOR SHALL PROVIDE SUBMITTALS ELECTRONIC (OWNER+ HDR ARCHITECT+CONTRACTOR) TO OWNER/ARCHITECT AS PRESCRIBED HEREIN. CONTRACTOR HTG HEATING TOW TOP OF HALL SHALL PROVIDE, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A PROPOSED SUBMITTAL HVAC HEATING/VENTILATING/ AIR Ig TOWEL BAR LOG WITH ALL DATES NOTED. ARCHITECT SHALL REVIEW $ REPLY TO EACH SUBMITTAL ©COPYRIGHT ■ 1 CONDITIONING TR TRANSOM WITHIN 1 CALENDAR DAYS OF RECEIPT OF EACH SUBMITTAL. IF THE ARCHITECT REJECTS Victor Mark 1 HT HEIGHT T TREAD ANY SUBMITTAL FOR ANY NON-CONFORMANCE, ADDITIONAL TIME MAY BE REQUIRED FOR Donaldson 2 HC HOLLOW CORE TS TUBE STEEL REVIEW. ALTERNATELY IF ALL THE ITEMS SPECIFIED MATERIALS LISTED HEREIN ARE Architects b 1 or 6:12 ROOF PITCH SYMBOL HM HOLLOW METAL TYP TYPICAL BEING USED, CONTRACTOR MAY PROVIDE A MATERIALS LIST AND PURCHASE LIST All Rights HORIZ HORIZONTAL UG UNDERGROUND DEMONSTRATING THAT ALL THE SPECIFIED MATERIALS ARE BEING USED IN LIEU OF Reserved INCL INCLUDED UL UNDERWRITERS SUBMITTALS. ID INSIDE DIAMETER LABRATORIES REVISION IBC INSTALLED BY CONTRACTOR UNO UNLESS NOTED OTHERWISE '. ALL STRUCTURAL, FURRING AND FRAMING MATERIALS SHALL BE INSTALLED $ Vg VAPOR BARRIER IBC INSTALLED BY OWNER VIF VERIFY IN FIELD PROTECTED TO ASSURE A WEATHER-RESISTANT EXTERIOR ENVELOPE ASSEMBLY. INS INSULATED VERSALAM IYP.> I/4 WELD SYMBOL INT INTERIOR VLVERT VERTICAL 17. ALL EXTERIOR WALLS ARE 2 X,6 STUD WALLS UNLESS OTHERWISE NOTED. REFER TO JT JOINT VCT VINYL COMPOSITION TILE STRUCTURAL FOR SPACING REQUIREMENTS. J5T JOIST V VOLTS DATE 05/03/2018 JC JANITOR'S CLOSET W/D WASHER/DRYER 15. PROVIDE ATTIC VENTILATION PER SECTION 880,6 2003IRC (AREA 1/300 WITH KIT KITCHEN HC HATER CLOSET VAPOR BARRIER). N DRAINAGE FLOW DESIGNATION LAM LAMINATE WH WATER HEATER LVL LAMINATED VENEER LUMBER WWF WELDED HIRE FABRIC It. PROVIDE FLASHING PER SECTION R105.8, R403, AND R4052003IRC. JOB NO. 1724 LAV LAVATORY H WIDTH/WATTS/WEST J— I D SCR Iff TION LH LEFT HAND HF WIDE FLANGE 20. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER SECTIONS R602.820031RG. WINDOW A CUSTOM REMODEL OF UNIT N-I FOR THE GREENBLATT FAMILY. 0 KEYNOTE L LENGTH / STEEL ANGLE NON 1"1/ W0 WITHOUT 21. INSULATION SHALL NOT CREATE INTERMEDIATE DEW POINTS. ROOF SYSTEM = R-38 / TITLE SHEET y.ID HOOD EXTERIOR HALLS = R-_23 / FLOOR SYSTEMS = R-_22 HP WATERPROOF / WEATHERPROOF 22. ALL WINDOWS, DOORS, ROOF JOINTS AND OTHER AREAS SUBJECT TO MOISTURE INTRUSION SHALL BE PROPERLY FLASHED AND COUNTER-FLASHED WITH A NON-CORROSIVE FLASHING WHICH MEETS2003IRC STANDARDS AND SHALL NOT LEAK SHEET NO. TI ■ O OR DETERIORATE FROM HEATHER. �py�H 0FP.4 C Rr! �kA %.43.? y��o� 3Q07 08/03/18 rid / I 1 SRA C/A,G,,,LATIONS O 'I FLOOR SRFA EXISTING NEW / i.i BASEMENT LEVEL ,bsb /65„6 VICTOR NAR K 12 BASEMENT LEVEL PATIO 22 150 D 0 N A L D S 0N BASEMENT LEVEL TOTAL b78 80,6E% J I 2.1 ENTRY LEVEL 537 ,610 /111, �� 22 ENTRY LEVEL BALCONY 13,6 15,6 OPEN / 23 ENTRY LEVEL PORCH 42 48 o�EN ENTRY LEVEL TOTAL "115 814 b b / - 3.1 SECOND LEVEL 480 480 32 SECOND LEVEL OPEN SPACE I"f8 I"f8 �A Al SECOND LEVEL TOTAL b58 b58 I► TOTAL GRFA 2051 22�f8 ARCHITECTURE I -- PLANNING -I BASEMENTLEVELDEDllGTION 3,6"1 3,6"1INTERIORSI� 2ROOFEDORCOVERED DECKS, SINCE1977� i ii r�iTi� � i _ � POIZGHES, TERRA�GES, PATIO, ORAIP; 1 0 SIMILAR DEDUCTION. 148 354drffir4r � � ARCHITECTS ..... At pi I041 /rMAI � / ��/� — � TOTAL GRPA GALGULP�TION 148,6 155790 W BENCHNRRKROAD op , 4f01 . I� TOTAL GRPA DIFFERENCE 1I1 I I ITF � � �� —f‘(AFAryir- - I _ Ar � SRA LESEN1 BOX 5300 I�� �� -----�r- — � .A � AVON , CO81620 � / ' I' e � doe //� LIVING AREA BASEMENT LEVEL PATIO AREA ENTRY LEVEL PORCH AREA g70 . 949 . 5200 ��/, /, /� ill, chrisj@vmda. com ENTRY LEVEL BALCONY AREA SECOND LEVEL OPEN SPACE AREA FAX 949 . 52 0 5 . . 0}‘ C 0 i(3N C"d6 LEVEL TREE EXISTING E NEA TOR �'�\ �3 scams: 1/4" = I' - 0" � +� '' `�N * A ` ir fv`�FD RG��� i 00 1111111A01114.0 ea l' 4 ( . gig J = . 6 cs.) E •�•°!'MP%' Ntr e �%��G'i�G'i� A : IItit$I*ift. � I z m 2 '� 1. 0 r , 1 1 , Ar , I , I, xa- = 51 s` )! 4 A. . A , er 1 . i I, P / ---- w 2 CY IL7J 8 P rprfr. vrm, , _1 - a, a c.„) 2, _,- , .4 .‘.4 r - � J UQAir Ai/• .1 - i j � m � >I � 0/.• 1 \ I . 1 A i C4 —1— -- 4 . - f 1 wor• ,, CC ;404• 41 A 11 /AAA ' r. -F liAl .\ , -- 1 N arm_ lr / I/ \ igi "ITP•OTA Alr \ 01 i r _ _ p) H Ei DA H- - Agi__-7/A/ FirI Ir: 0 Z 0 . 40 7. • _ ,. 41. -5A- - 10 - I rr Irgrk /I� _ /AV� � ��.�� / :- — `ii1/ — T����� Ij / � u'�I� �� AA, ' / 1 II QCOPiRIMark"Ar � _� IT --�N � I � ��/ � I Donaldson ' � r Am•Ar I ,MA/ l Orr / Architects�' All Ri hls II / oT � I� Pfir"/ 1 � ,l � I/ , � Reserved v , i for(fT � 10REvi i N 4 F AIV . .-,, I/, � �� B - T #. �r If//� 01410) di0 IDATE 05/03/2018 JOB NO. 1724 a -I f A - � � IGRFA EN CALCULATIONS L H u 0 LEVEL�,4 ,TAO EXST \G E NEA O I LEVEL�,4 �,ON6 EXST \S E NEA SHEET NO. T1 . 1 0 ,. . . . _ , .,,,,, Q07 IP- FOUNDATION 0810 118 y L.p W PROPERTYLINE 0 w o LINE 8s BUILDING 5; is ,t �� 1 LIN 0CD y 2 " --ems_ xF m // ..... W C°z / wx� / / / am'z U Q 8523.64 a m FF X a . CONCRETE 4111111.111P E!flIIJI c \ \ \ !21.0i§2 H ::=7-....,1 411 ,..lia \ \\ C Q„ oo��ooo.cocd v'\ \ '80\ 24 " $ c 44I - • o °WOYo`°350' STREAM SETBACK PER o=r° 'E \ TOWN OF VAIL > qa.oc Oa$m \ WATERCOURSE SETBACK ; .:-6;z.,12-8'”;z"°y EttL \ \ REQUIREMENTS «; •-.g \ 0 10' 20' . ;Ea..0 � oo\ ico�EE §: 2Z a'_O ,S • U LLW° 96W 0 \ \ SCALE: 1" = 10' \ CONTOUR INTERVAL = 1 FOOT o \ Q \ z ix \ o \ D U \ J • \ �!O \ \ W m O / -- -- < cnS: I-! .1' \ \ 20' SANITARY Imo1 z 8so \ \ SEWER EASEMENT o --- --„ N p, 279329 Q z ~ w co \ REC. o m o r CJ � \ pv 0- i w z \ \ O_ z 0 o \ \ 2 U U _ rx J EDGE OF \ 6 o WATER \ D a o m \ NOTES \ 0 \ 1. Unit N-1 is subject to all matters shown on the Eighth, Ninth and Tenth 1- \ \ Supplement to Map of Racquet Club Townhomes recorded April 12, 1984 DRANK BY: SPF \ under Reception No. 279329. SCALE: \ r=1y 2. Elevations are based on NGS data point Y280 elevation 8465.62. DA'E'SSUEIX 10-26-17 PROJECT N0. 3. Date of Survey. October 19, 2017 17-0087 EXHIBIT 1 OF 1 „r„:74010‘414, .4;1 .15 m. DESIGN CRITERIA: RACQUET CLUB Ni REMODEL JOB #: 1808-03 i T 1— i —I —F i e( F f Roof Live Load (Snow) 80 psf I —1 -F -7 -7 M -1E _ __i] _ -- 7 b Roof Dead Load15 psf -1Q07 - Floor Live Load 40 psf I +�07 08iO3i18 Floor Dead Load 15 psf Deck Live Load 100 psf 3 2x10 + (51 Deck Dead Load 15 psf r'-I i L �t I� Wind (3 Second Gust) 115 mph (Exp. B) t (N) 8x12 D�IR �” I- RISK Design Category II Seismic Design Category EXEMPT +Ix (3)-11% L\'L (EROPIPED) 'H H IBC/IRC Edition 2015 , l' SPECIAL INSPECTIONS: F1 <<. V' a. No special structural inspections are required. Periodic observations of construction by the rn inin structural engineer are not considered to be special inspections. .ci) rn j N I a) FOUNDATION DESIGN: I-LiQ P rn rn z a. Design and analysis of individual and continuous footings is based on a an assumed • o maximum allowable bearing pressure of 1500 psf (dead load plus full live load). - I-F -1 (n 0 N b. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per i�/ H • the recommendations of the geotechnical engineer, below frost depth. : 7 7 z c = Q c. A representative of the geotechnical engineer shall verify soils conditions and types during + __I- 4___�� Q - u_ excavation. Because geotechnical information was not available at the time of preparation E, 7 ] I r ---r 4 00\' H N of the construction documents, we have used assumed values based on similar sites in I I �1 D c the area. Construction of the foundation may not proceed without verifying these values. I-1 -I j 1 �, Report any discrepancies from original findings design assumptions to structural engineer - 4 - + (E) BM. I O for re-evaluation of foundation design. — —rt--771' - + + t- 0 N Lo d. Verify type of fill with soils engineer and structural engineer prior to backfilling. 00�Y 1 0�. I .® • C° STRUCTURAL WOOD FRAMING: ��� 1 I JI ��1� 11 x o L JI I — o0 � Chi � � a� � m a. All 2" nominal lumber, except studs, shall be Douglas Fir-Larch #2 and better, and all `r I L J solid timber beams and posts 3" nominal and wider shall be Douglas Fir-Larch #2. _ (E) 2>t10's @ 15" O.C. 1 I ___ b. Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. I c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better studs per plan ,LI and shall be nailed together with 2 rows of 16d nails © 6" on center along each stud. 7 E •``,, d. Built-up beams consisting of multiple 2x members shall be nailed together with two rowsvw9'.... £,'i" of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts I , ®o`, � 14A spaced at 24" on center. d ® ' e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed directly on concrete walls or slabs shall be pressure-treated Hem Fir #2. —III '_t t t t ' It t 1 L t[I- t L 1 1 ILI lk o C f. Beneath solid or built-up columns noted on plans, blocking of area equivalent to column �®0®m® ��. above shall be provided within floor joist spaces and in wall spaces below. Door or window I _ _ — 1- PLAN fONO' trimmers consisting of a single stud do not require special blocking in the joist space. g. Except as noted otherwise, minimum nailing shall be provided as specified in the NORTH "Fastening Schedule" in the IBC. R O O F FR A M I N G FLAN SCALE: 1 /4" = 1 '-0" ioll III/IllillllllplbI, h. Unless noted otherwise, steel connectors such as those manufactured by the Simpson 07/31/2018 Company shall be used to join rafters, joists or beams to other beams at flush-framed PLAN NOTES FOR NEW FRAMING: \__ conditions. Use all specified nails. Contact structural engineer for details as required. i. All lumber used in construction shall have a maximum moisture content of 19%. 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: :::::: :: j. Unless made of treated or naturally decay-resistant wood, all deck beams and joists wider than 11" shall be sealed and flashed at the top surface per architect. 2. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ k. Framing Notes: EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e 1. Exterior walls: A. All exterior walls are 2x6 studs © 16" o.c. to a maximum height of 12'-6", SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 unless otherwise noted. Contact engineer for spacing requirements, if not 3. ALL POSTS ARE LABELED AT THE TOP. indicated on plan. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, 4. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear within 5 inches of the (N) IS INDICATED THUS ( )• (2)-2x10 RIPPED STRUCTURAL studs beneath. SUB-FASCIA (8)12" MIN., MATCH P-1 C. Provide z/6" thick APA rated sheathing (plywood or OSB) rated 32/16, exposure JOISTS) r II II L105 1, at exterior face of exterior walls. Block all horizontal joints and nail panels CNT. N RIPPED PER ARCH.DECK BELOW SIMPSON LU210-2, TYP. s Q k� with 8d x 2" nails at 6" maximum spacing along panel edges and at 12" ccr (8 MIN. DEPTH) ry� maximum spacing along intermediate supports. �� n+ P�1 D. Provide Y2" thick gypsum wallboard at interior face of exterior walls. Block all J6 I ,', horizontal joints and nail panels with #6 x 1Y4" drywall screws at 4" maximum +a 1 �. Z 0 In spacing along panel edges and at 16" maximum spacing along intermediate (N)J3-9Y4 LVL JFLUSH1 =,(N) (3)-2x10 OR � �\ supports. 6'LJ -[111- Iz „SD 2 -2x BLKG. BTWN. JOIST @ II �I II M-1=-r-- - =- -- i-D�== = `L ( ) 6x10 (DROPPED) E. Provide (3)-2x10 headers over all door and window openings, with one 2x6 (6 IQ/,/ � WALL ABOVE & BRG., TYP.J� \� E) RIPPED 2x8's @ 16 OC. PROVIDE (2)-2x trimmer and one 2x6 king stud each end, unless otherwise indicated. CONT. (N) 2x10 LEDGER w/ I (MATCH EXSTG.) BELOWF. At beam bearing locations in stud walls, provide multiple stud posts equal to (2)-LEDGERLOK SCREWS @ 12" O.C. \ \ PA-6 COL. © BRG., TYP. t width of bearing member unless noted otherwise. (N) (3)-2x6 l _.._. J CONTACT ENGR. - -[ - + - - - - - i o� 2. Floor Construction: - H = 7- I > �� U D A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, J FOR CONN. T - - - _ - i It� (N) (2)-2x10's @ 16" exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" ® ,, DURING DEMO - �� O.C. SISTERED TO (E) along panel edges and at 12" along intermediate supports. Install sheathing i - - - - - - - I • JOISTS [(1)-EA. SIDE] with longdimension perpendicular tojoists and endjoints staggered. ^ " w/ (3)-ROWS 10d NAILS P P 99 r� ao B. Provide solid blockingbetween floorjoists at all bearinglocations. Blockingcv -� 6"© O.C., (STAGGERED T x n 1- - - - - I EA. SIDE), TYP. material shall match the floor joist material. co - o I 1li j _L _L l GENERAL REQUIREMENTS: o o 1-, (FJ� �FJ� (E� �32x10 1 0 cr 1 I—� a. Structural erection and bracing: The structural drawings illustrate the completed structure _i J j_L, �J\� t o L, �� with all elements in their final positions, properly supported and braced. The contractor, o n +6 I o 0n in the proper sequence, shall provide shoring and bracing as may be required during 10 o I 1 + [�] construction to achieve the final completed structure. Contact structural engineer for :L I CO �+ consultation (not in contract) as required. Ln L © J I b. The architect and/or contractor are responsible for checking quantities, dimensions and z r i CONTACT ENGR. © E r] C coordination with other trades. `� `� FOR CONN. - T o 1+ t�J c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do DURING DEMO - t1 - - - ,, - -FJ� I I J not scale drawings. d. Construction practices: General contractor is responsible for means, methods, techniques, 00 O �O 1-1J- �� L O W + 1 sequences and procedures for construction of this project. Notify structural engineer of - _ 1 _ - T rt omissions or conflicts between the working drawings and existing conditions. Coordinate �r0o� ,� r L� SFJ r_� __ 2 �F requirements for mechanical/electrical/plumbing penetrations through structural elements r� I 1 1 1 1 � cE -F---:----- - - -tix with structural engineer. Jobsite safetyis the sole responsibility of the contractor. All l- - - -r1 - - - - �* - -(E) 6/2x11/2 G.L. �� c�� ri 9 P Y 111 methods used for construction shall be in accordance with the latest editions of the 1 L J I 1 1 L - - I - - - - + IBC/IRC. fi - r- - - - e. Details not specifically shown on the drawings shall be constructed in a manner similar to qFJ 11I I rl - � ' the details that are shown for like conditions. These items shall be brought to the - - -) C-- I r k attention of the structural engineer as soon as possible for approval. Approval shall be I I - - L �I obtained prior to installation. 4 '1� ;I:,, m I�mK F f. All waterproofing and flashing is the responsibility of the architect and contractor. — A _ _ 1 1 r-- 1 —F _, ,_ g. It is the responsibility of the contractor to contact the structural engineer at the z- v r w - SFJ1 appropriate time to perform site observation visits. Observation visits to the jobsite by - the engineer are for determination of general conformance with the construction fi - - - - r documents and shall not be construed as inspection. i. I II II designed by TDH h. Though every effort is made to provide a complete and clear set of construction } -h__ �� h — -- J . u drawn by DRP documents, discrepancies or omissions may occur. Release of these drawings anticipates - _ - f ==1 0- cooperation and continued communication between the contractor, architect and engineer o\/. I 7 I checked by MTN to provide the best possible structure. These drawings have been prepared for the use of ��c PLAN 00� c2\/ PLAN a qualified contractor experienced in the construction techniques and systems depicted. NORTH � 1 NORTH issued i. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, MAIN FLO O R FR A M I N G PLA N framing, foundation and anything else that may affect the work shown on the drawings. UPPER FLOOR ER A M I N G PLAN SCALE: 1 /4" = 1 '-0" III i iii410 1 /4" = 1 �-0" IIIIIIhjl1Ij1Il PERMIT 07/31 /18 Underpinning, shoring and bracing of existing structures shall be the responsibility of the dill q, ,ILII q, contractor. PLAN NOTES FOR NEW FRAMING: - PLAN NOTES FOR NEW FRAMING: 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: :::::::: 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 177/7/7 2. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ 2. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: rai NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: N NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: N SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 3. ALL POSTS ARE LABELED AT THE TOP. 3. ALL POSTS ARE LABELED AT THE TOP. 4. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 4. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 5. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( )• sheet 5. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH w/ FLOOR JOISTS UNLESS NOTED (DROPPED). 6. "0 " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. I 7. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). JOB #1808- 03 4"1t4 id 47. It cv fp, 08/03/18 777 _____ /N/4 V \D==O ttLt of d•4, I /N l l 1,6'' -Igo] 08/03/18 VW r I V. • z v c - _ _ ]-\�� N O FRAME IN F_� OPENING 2" ON � INSIDE FOR NEW WINDOW SIZE O O ® ---'''...111111111111111111111-� O "IrM, , - = _ 0 ____ _ , 7...„ ..„____,_._. .. ....., . . _;;;;;;; . , .„, _/. , 0.1 --7---=•-•-• RAISE HEADER - .R� .1 FLUSH W O O �� FLOOR J015IT5 _ G)iPAINT/STAIN -\----I-- _ _ J -4 \\ s?re s� I EXISTING ' O COLUMNS TO 18'-6 3/8" -------------s r r r r MATCH DECKING 1 LtL-_-LLLt,�-LLtti-L, - tiL O _ - I I- I ARCH I 1 t u T S ' _J ' 1IIIIIIIIO — / 90 V BENCHVARKR0AD rNEW GUARDRAIL �� � — - L L [ _ TXSG111111111111111111000010 111111111111 SUITE 207 — 7- - . rrrr r r - - T ____ =-r=-=-= GUARDRAIL r . B 0 X 5 3 0 0 °- •: AVON CO 81620 m — — 970 . 949 . 5200 ------ ----- r � r , rr , � Chris ' vmda. com _ c � FAX 949 . 5205 NEW SOUL. R ® ® ill -� _ _ _ _ -4 i M " -,:/ RETAINING LL I Th I - - LLL I � hI �_ ' �, � �; ''TOP-FLAGST0 PATIO 1 ! ��,® RETAINING !N, L II TIA 3 i �C— 7 .1.: 1TFJ � ICI P *2".8522.80' �� apvim ._ r �►i — -— c cJ /\-----ST — ELEVAT ti ��_ RETAINING > •! ` I -41111111111111. O •/-- WALL AND BATH APPROXIMATELY n 0 LSCALE: I/4" = I' - O" '8520.80' 1��� O. I-O TO WEST. FIELD VERIFY NEW SWING DOOR DISTANCE BEFORE RE: DETAIL INSTALLATION •°,° \,c Guardrails must - ,. .)." I' also meet current code requirements. 1 \� © /I SOT== ELEVATION NORT== ELE\/ATON 00 A3.I0 SCALE: 1/4" = I' - 0" Q'9 SCALE: 1/4" = I' - O" ak / Nq 18'-6 3/8" / / ammi w ‘42"7 '1,2 I > NEW BOULDERIS'-8" NEW GUARDRAIL z V f RETAINING WALL TO MATCH O NEW FLAGSTONE TO \ \ (./) tim 0 ABTM-RETAINING WALL GUARDRAIL PAINT/STAIN EXISTING \ CO MATCH VRG PARK ta, EXISTING � TO MATCH CHHDRAIL Q WI D NEW CANTILEVER -� �j•1.1.,�•._ \ EXISTING COLUMNS TO EXISTING J BALCONY ABOVE TOP-P • -- PAT-111W-11011 C NEIGHBOR MATCH DECKING GUARDRAIL _ _ X Z n• -4 AIN/ 'F• • WINDOW OUTSIDE EDGE OF 5 X FLAGSTONE 0 CO .� . 8 TT,y �� R \OTS w 0 �� � _ / EXISTING LOWER �� FLUSH WITH r AI.I � z w 0 PATIO FLUSHilr � °°� DECK/WALL :ter FLOOR JOISTSTIH CONCRETEW - `� ;� �;� `'' I. ALL WINDOWS ARE TO BE REPLACED. J - �� o� = _ WALL LINE p o p o p o SEE DETAILS ON A3.3 al 0 O QE BOVE°/ 0 ABOVE ,� BELOW 1I I �)` \ l 111— 11 II II -2. 1011.1 HANDRAILS. STAIRWAYS SHALL HAVE 0 U Q CONCRETE PAD 'elli ' O / O —� �,TO REMAIN 2_B \ \ H�NDR�ILS ON E�GH SIDE SND SHALL COMPLY 2 � � ciD cIDO 1 II: 2 sI WITH SECTION 1014. w in t: EXISTING COLUMN —. TOP-CONCRETE I II \ II \ > NEW NANA WALL ,,lig'" EXCEPTIONS: w J TO REMAIN A3TO MATCH A3.3 `r \ 8 PATIO �p D 8522.gb$ WI O O EXISTING DINING r u, „e 1. STA 1 RWAYS W 1 TH 1 N DWELL 1 NG UN 1 TS AND SP 1 RAL 0 A EXISTING OUTSIDE EDGE OPENING STAIRWAYS ARE PERMITTED TO HAVE Ac I HANDRAIL ON ONE SIDE ONLY. CC OF WALL LINE TOP-FF .3 = 1- _ BEDROOM 3. EXTERIOR GUARDRAILS ARE TO MATCH EX 1ST 1 NG A TOP-FF 8523 64' 0 ° o O C UARDRA I LS. PAINT/STAIN TO MATCH EXISTING'. 852364 I_,a, NEW SWING DOOR A 1- OQ, I OPEN _ 4. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED A3.3 RE: DETAIL �� LIVINGS NI A 2MIF = A5.5 � = OF H pA333-4" 4-4 1/2" - I LOATED MORE THAN 30 1NCHES MEASURED ,, 40 CEDAR WRAP '� 'Jr / A3 3 VERT I GOLLY TO THE FLOOR OR GRADE BELOW i COLUMN/BEAM " FLUS BAR _0 AT ANY PO 1 NT WITHIN 3,6 I NGHES HORIZONTALLY = I LJ BED #3 BED #2 1 n I ABOVE TO THE EDGE OF THE OPEN SIDE PER 1 BG 1015 2 '° NEW HANDRAIL 5. REOU I RED GUARDS SHALL BE NOT LESS THAN 3,6 RE: DETAIL / ©COPYRIGHT — WOOD `r ,y /NGHES HIGH, MEASURED VERTICALLY FROM victor Mark UN T N = \ \ [ _TIDE ,� �W\ • _ IN - 4DJGENT WALKING SURFACES PER IBC 1015.3 Donaldson Architects ii VENT HOOD �� EXCEPTION: All Rights o Reserved N 1-OUCH WALL �� / BATH #2� —© (4) IS X Ib - \� ,S , r FURR DOWN llP < O PN LOCKERS \ I �— CEILING FOR O - \\7 , I 'ISE WINDOW nt0 0t4ASTELINE YEN _ 1 ILL,b" ABOVE - - I� oUNTER FOR o O / e - O I BAGKSPLASH 0Li UP iGIT�HEN ° DN 05/0312018 1 o o © ABOVE - .•. _ N(-II BATH #1 _ = 1724 = � \ 0 O ,7_1 II I� I DN STORAGE-3 rt r- im O MOVE WINDOW IN KITCHEN A3.3 J m > i°O L I _ „ Q _ rl_wR r�ANS llP BATH #3 NEW HANDRAIL I I ,0, 4-6 APPROXIMATELY I O TO O ° A3.3 / WEST. FIELD VERIFY / RE: DETAIL I I _ DISTANCE BEFORE ABOVE _II� II & ELEVATION r= 1 r= --� I � ii � ,i ii �� illi INSTALLATION MOVE WINDOW IN KITCHEN AND ii i u BATH APPROXIMATELY 1'-0" I_ ° ° I I_ ° NEW HANDRAIL TO WEST. FIELD VERIFY J L— —J L— —J NEW HANDRAIL H 17 U RE: DETAIL DISTANCE BEFORE A1 , 1 INSTALLATION iiii - - _ RE: DETAIL ST L'V'LLOOR FLAN _2 ` D L'V'L ,OOR FLAN OFT OI `� AL-V-L 5RD — FLAN ................._ SCALE: 1/4" = I' - 0" O SCALE: 1/4" = I' - O0 ---•-/" SCALE: 1/4" _ 1 - 0" 10 °F P4 Z • of 15, 08/03/18 VICTOR MARK EXISTING COLUMN D 0 N A L D S 0 iii NEW (I) LAYER . TYVEK DRAINWRAP (IST LAYER) NEW (I) LAYER TYVEK i COMMERCIAL WRAP / . -(2N1 LAYER) // NEW GMENTITIOUS — — . STUCCO 6VSTEM TO / NEW 2x6 INSULATED WOOb FRAME WALL ; MATCH EXISVG 2 / / . STUCCO SYSTENt — A5.1 N ARCHITECTURE NEW 12x4 METAL FLASHING • / N PLANNING 2bg / . / NEW WOOD SLAT GUARDRAIL N © INTERIORS INFILL EXISTING DECK // . 2'-4" 5'-O" / TO MATCH EXISTING /- N _--- \-- _..Ur SINCE 1977 EXISTING WOOD RE: STRUG. NEW 2bg 12" STRAIGHT METAL FLASHING ` \ JOISTS EXISTING DECK ,` 1 NEW DRAIN,q�GE/PROTECTION MAT ABOVE HYDROTECH EXISTING WOOD NEW ENG. WOOD FLOORING / BEAM I %1 I / NEW PT SLEEPERS$E TERRIPPED OW DECKING \ A R C H I T E C T S NEW PLYWOOD SUBFLOOR NEW TREX DECKING \ ------ ------------- -------- -------- NEW 5/4 PLYWOOD 9 0 W B E N C H V A R K R O A D „,--t1:1:=4%), :vvvvvwwww ------ ��� -------- �. . . . ... . . . . .. ------ - :�: :� :�:�:�:: TSG ;7 �- H ! Immo WWI -1-'1'1-'1'1-' y,,,,,,,, ‘,„.............„„,„.„„,,,„„„„, '�'� � , ;.�; y -� 60X 5300 \ 1 / NEV HYDROTECH WATERPROOF/INS I / I/ �� 1IV I \ CONTINUOUS FROM FLOOR TO/WALL IS DECK JOISTS _ A V 0 N C 0 81620 ABOVE FLOOR TO DRAIN AWAY FROM RE: STRUC. I c — -j I BUILDING970 . 949 . 5200 \ / >C NEW METAL FLASHING TO MATCH / c h r i s j@ v m d a. c 0 m / NEW 1x6 T4G BLUE STAIN PINE SOFFIT 26g / FAX 949 . 5 2 0 5 EXISTING / / 410fr NEW GEMENTITIOUSN STUCCO SYSTEM NEW PARALLAM /N / TO MATCH EXISTING STUCCO SYSTEM RE: STRUC. \ / NEW (I) LAYER TYVEK DRAINWRAP \ / C 0 NEW 2x 5.5. CEDAR TRIM TO / / (IST LAYER) N MATCH EXISTING / - - — — — NEW (I) LAYER TYVEK COMMERCIAL WRAP (2ND LAYER) \ / �- VI TOR' 0 • �� EXISTING \ i / �s i `Ai'iK FRAME WALL — — — ' `� S. 1 1 1 1 CO �EC< EXTENS ON ETA — SCALE: I 1/2" = I' - 0" �, 1.4:1 z VE 0 0 WARCHITECTURAL FLOORING z I` PEDESTAL/SLEEPERS Q W D DOW STYROFOAM Z U INSULATION CO X zCO HYDRODRAIN w (I'1 O .- 4*- 14r-- HYDROFLEX 30 OR Z UJ OTHER APPROVED U PROTECTION COURSE J Q MONOLITHIC MEMBRANE w J 0 J ---` 6125 (125 MILS) Q _ BETWEEN SLAB aG . a , .,� ''4 � SURFACE CONDITIONER 0 D Q CONCRETE TOPPING SLAB _ ' '`^ G FLEX-FLASH F m / CY HYDRODRAIN (OPTIONAL) � `` T MON LI MILS MEMBRANE w J APPROVED PROTECTION 755a1545arakZ57, �/5 1_0 11 MM 6125-FR OR STD. •' FABRIC REINFORCED ASSEMBLY NEW CEMENTITIOUS STUCCO SYSTEM TO _. > ' FOR NEW CONCRETE SUBSTRATES AND ALL REHAB APPLICATIONSCliC MATCH EXISTING STUCCO SYSTEM 2'_4 STEP 1 FLEX-FLASH U NEW2x6 INSULATED WOOD FRAME WALL FLEX-FLASH UN OR OTHER APPROVED STEP 1 MONOLITHIC NEW 26g Ix2x4 METAL FLASHING 4.04. I NEW (I) LAYER TYVEK DRAINWRAP (IST LAYER) REINFORCEMENT MEMBRANE 6125 NEW (I) LAYER TYVEK COMMERCIAL WRAP (2ND LAYER)II ... FLEX-FLASH UN, R NEW WOOD SLAT GUARDRAIL TO MATCH EXISTING MONOLITHIC MEMBRANE FLEX-FLASH OD NEW 2,6g 12" STRAIGHT METAL FLASHING I NEW HYDROTECH WATERPROOFING CONTINUOUS FROM OTHER APPROVED L 6125 V '<<` REINFORCING �I �� RN 1 -‘ I FLOOR TO WALL IS ABOVE FLOOR TO DRAIN AWAY - - J Ll FROM BUILDING , :,k'' I li 1—If I ' , <<` ' EXISTING DECK INFILL EXISTING DECK RE: STRUC. ` E ' , NEW TREX DECKING NEW TREX DECKING / NEW ENG. WOOD FLOORING ` STEP 2 MONOLITHIC ©COPYRIGHT MEMBRANE 6125 Victor Mark r NEW PT SLEEPERS GOUNTERRIPPED FLEX FLASH F, Donaldson NEW PLYWOOD SUBFLOOR Architects r BELOW DECKING `,`,` `,`,`,`,` _,G,G,G,G ,�,�,�,G FLEX FLASH UN OR All Rights -,.... - ,� _� _� STEP 2 FLEX-FLASH F, OTHER APPROVED Reserved ► ,G ,G ,G_,G,G,6 , ,G,G1 NEW PT SLEEPERS COUNTERRIPPED FLEX-FLASH UN OR REINFORCING h OTHER APPROVED , << s�- ss33�33s3�s3�si33� �s3�s�.�3s< - ► BELOW DECKING v ` a /� /� /� /� /� ` ` ` ` REINFORCEMENT I i i - - i i i i i - i -- ----- - --------- --.. -- --------.. ----- �. - NEW DRAINAGE/PROTECTION MAT ABOVE HYDROTEGH REVISION i i i i i i i i i G :,..:,__:.. .x.. MEMBRANE ' /Tt!tT , _ _ I m�m��»m�m� « 2 4-c at _ � < NEW HYDROTEGH WATERPROOFING CONTINUOUS FROM MONOLITHIC '',,� o ��...� ����������������..�_..,�....,..� .::_-. ...... ;. FLOOR TO WALL ABOVE METAL FLASHING / %IPr- 1/4 ',„,,,,,,,,,,,,, OPP. NEW DRAINAGE/PROTECTION MAT ABOVE HYDROTEGH _ NEW 5/4" Tff G PLYWOOD , DECK JOISTS _�_ , ` , DATE 05/03/2018 RE: STRUC. NEW 2b METAL FLASHING TO MATCH EXISTING ` ' , STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH A TOP NEW 5'4" The PLYWOOD g COATING OF MONOLITHIC MEMBRANE 6125. NO REINFORCING SHOULD JOB N0. 1724 e BE LEFT EXPOSED OVERNIGHT. NOTES:WHEN DOW STYROFOAM IS INSTALLED DIRECTLY UNDER AN IMPERVIOUS SURFACE NEW 1)0 TSG BLUE (i.e., TOPPING SLAB, SETTING BED, ETC.)AN AIR LAYER(HYDRODRAIN) MUST BE INSTALLED ON TOP OF THE FOAM. STAIN PINE SOFFIT IF HYDRODRAIN OR INSULATION IS TO BE INSTALLED UNDER ASPHALT PAVEMENT DETAILS NEW PARA' I AM / A COMPACTED STONE BASE IS REQUIRED. CONTACT HYDROTECH FOR ADDITIONAL SUGGESTIONS REGARDING PLACEMENT OF ASPHALT PAVEMENT DIRECTLY OVER RE: STRUC. MM 6125. — — — — NEW 2x 5.5. CEDAR TRIM TO MATCH EXISTING — — — EN3 q � . ASHEET N0. I,_--------c< —XT- S O -T ,_ @ � ST RS ,_, -�C -XT- S O -T , @ CANT „— -R H'3ROTECH SONO, THCIvElvi5RANE SCALE: 3" = I' - 0" (5) SCALE: 3" = I' - O" 4 SCALE: N.T.S. *Ai OF 10 ..,"44.„ t( m. 0 — 1 ) 08/03/18 TU i NI ,_ ] 7— __,____ c——-- J v 1_____ I m Xl_, _ _ _ UPSTAIRS ROOM 1 - f / \ /1-0" � - - b " l = ( z N NEW BOULDER RETAINING 4111111111111k / \ WALL W/ WEEP HOLES - EXISTING STUCCO VENEER NEW FLAGSTONE TO i 7 - 0 0 0 MATCH VRG PARK NEW HANDRAIL - _---7 �— N EXISTING WOOD FRAME WALL RE: DETAIL MS - NEW 4" COMPACTED EXISTING FLOOR JOISTS .\ SAND BASEY. II EXISTING CONCRETE FOUNDATION NEW 4" COMPACTED we >A3s s s SSSS s s s SSSS s s 531NEW MPI CAULKING JOINT \ _ _ 0 0 0 0 0 0 0 0 0 � S�l �s, GRAVEL BASE I d NEW I LAYER I/2" FIBRE EXPANSIONNEW LANDSCAPE 3_p •i7 I11- I JOINT $ ADDITIONAL FIBRE EXPANSION SLOPE BARRIERi DI ARES j-��� ��ji) �► JOINT TO FLUSH BACK UNDER STUCCOI 0 Chi—ilk u ° II/4" ---N-, >( lc lc 1( lc 1L 1( A TV/WA d s _ LL ART I ` HEIGHT OF OPEN-SIDED WALKING SURFACE AREA �` - _ —_ A R L n I r E C T S .. MEASURED VERTICALLY TO GRADE BELOW IS R.5. 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I > 55555-_ _ 4 I 1—ITI : , O = = = = EXISTING CONCRETE FOUNDATION - NEW 1/2" RIBBED SOLID = ( _ = = = = NEW 4" COMPACTED NEW FLAGSTONE TO ©COPYRIGHT STEEL PICKETS WTIH - n - _ _ lc 1 = - _ NEW I LAYER 1/2" FIBRE EXPANSION _ MATCH VRG PARK SAND BASE O Victor Mark SQUARE OVAL MIDDLE - _ _ _ _ - JOINT 4 ADDITIONAL FIBRE NEW 4" COMPACTED Donaldson EXPANSION JOINT TO FLUSH BACK a Architects NEW 4"x4" PT E- = = _ _ = - - UNDER STUCCO GRAVEL BASE Re Rigts _ _ _ ° SLOPE NEW LANDSCAPE WOODCAP BASE .7- _ _ _ _ _ - a a • ) BARRIER \)/ EXISTING STAIR WALL 05/03120181 a 4I-r a c 0 ciII .ollo•o•c _ _ ° v �► _--=__E ____O1724 I ^ ooQo�o0Qo�o�o�oVP �O HANDRAIL TO BE CONTINUOUS FOR ����^��� _ _�_ _ DETAILS ALL THREE LEVELS OF STAIRS. 'I I—I I I-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11 HANDRAIL 15 TO BE ON I NTERI OR ° 4 -III-III-I 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 I I' '1 s l DE ONLY 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111= -IIIIIIIIIIIIIIIIIIIII=III=III=III=III=III=III=III=III=III=III=III=III=11 HEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEME Ii1-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111—I l -'---- \ o. HANRA D , (7ATOETASCALE: 11/2" = I' - 0" SCALE: 3" = I' - 0" I. INTEGRATE INSTALLATION OF HEATHER RESISTIVE BARRIER ..,, Ilive. , AI N OVA SENERA NOTES WITH GRACE VYGOR PLUS TO FORM HATER-SHEDDING LAPS S 2.RIPCORD®HAS BEEN REMOVED AT SILL FOR EASE OF EXTERIOR SHEATHING e 14 �;, INSTALLATION AND/OR COORDINATION OF OTHER TRADES 4 FOLD UP HEATHERN.3.SCORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE RESISTIVE BARRIER AND IN ACCORDANCE W.I TH 2O 15 I BG FOR REPLACEMENT WINDOWS o ONLY STEPS 2 4 3 FOR EXISTING WINDOWS HEADER TO ALLOW FOR GRACE VYCOR PLUS INSTALLATION J 4. INSTALL GRACE VYGOR PLUS HEAD FLASHING UNDER TEMPORARILY SECURE I. GLAZING: CARDINAL LOW-E INSULATED GLASS M] : ow TO REMAIN, DO NOT REMOVE WINDOW WEATHER RESISTIVE BARRIER;MECHANICALLY FASTEN ye. WEATHER RESISTIVE 2. MINIMUM PERFORMANCE VALUES: ll VALUE (FIXED)=.52, ll VALUE ' WEATHER FOLD UP WEATHER AS NECESSARY O� BARRIER (CHECK 08/03/18 5R .FOLD HEATHER RESISTIVE BARRIER BACK OVER HEAD j (OPERABLE)=.43, SHGC=.40 PER 2015 I EGG TABLE G402.3 WN NEW 1/2" 05B SHEATHING MECHANICALLY FASTEN AS NECESSARY IN BARRIERSISTIVE 1 SND TETI MPE ORAB A RILY BARRIER TAFLASHING PE OR GRACE SEAL SIDE EDGES HITH VYCOR PLUSHEATHER RESISTIVE �,✓''��� ZUIREMENTS) LOCAL BUILDING DE3. EVERY OSLEEPNGEROOM ANDTO BE ME3A MEI OSHALL BELOR: OPROVIDED EMENTS WITH AT LEAST CORNERS THROUGH GRACE VYGOR PLUS;EXTEND UP, " ABOVE FURRING. COVER ONE OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BELOW: NEW (I) LAYER TYVEK DRAINWRAP TOP W/ METAL FLASHING TYVEK. A. SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. (1ST LAYER) // CORNERS THROUGH GRACE VYCOR NECESSARY PLUS VAS�Y �f�. �e MECHANICALLY FASTEN AS B. MINIMUM OPENABLE HEIGHT SHALL BE 24" / I G. MINIMUM OPENABLE WIDTH SHALL BE 20". V' P _ �. — NEW (I) LAYER TYVEK GOMMERGIALWRAP — WEATHER / `y D. THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR. O� (2ND LAYER) RESISTIVE ,` EXTERIOR SHEATHING 5aVGRDET-i01 4. SAFETY GLAZING SHALL BE DETERMINED BY THE WINDOW SUPPLIER-ALL :a= BARRIER 0 �"� «vcrsv�r_lov ,<A 4L' WINDOWS AND GLASS SHALL COMPLY WITH THEIR RESPECTIVE CODE.NEW SELF-FURRED WOVENTAPE / OO 0 °P"0N5� v'�� SAFETY GLAZING IS REQUIRED AT:STUCCO NETTING, \ ,O\' 0`° A. FIXEDAND SLIDING PANELS OFSLIDING DOOR ASSEMBLIES. ;� B. GLAZINGADJACENTTOADOORWHERETHEGLAZINGIS :-----:a%iIllr-: 1 ,... WITHIN 24 OF EITHER EDGE OF THE DOOR AND IS ESS THAN O / li ,60" ABOVE FIN. FLOOR. LNEW STUCCO SYSTEM, fi ( WINDOPU I� ° �� .. G. GLASSWITHIN 18" OF THE FLOOR. 1GRACE VYGOR PLUS 0 �II° TIO;;14i10: NIAVYGTRACCHOCRE �O D. FIXED PANELS ADJACENT TO STAIRWELL.CASING BEAD W/ WEEP HOLES �I2 EXTEND DOWN TO GRACE / II. — �iEXISTING 2X FRAME / 0 4 BOTTOM OF 2X6 VYCOR 1 II� �_ 5. ALL OPERATIVE WINDOWS SHALL HAVE INSECT SCREENS.FURRING PLUS 1 O6. CONTRACTOR TO VERIFY ROUGH OPE NGS FOR WINDOW SIZES. _NEW FLASHING ( " XII/2" X 4") , WALL W/ INSULATION / / I � ,. "WOGD" - WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH' PLUS 2015 IBC, SECTION 1015.8.1 7-1 W/DRIP EDGE, / GRACE VYGORNERT""OR CORNER 0/ i 8. 1015.8.1 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY NEW 2X6 RS CEDAR TRIM, / // PATCH RECOMMENDED (SEE WITH ASTM F 20�f0. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE' VGRDET-507 OR VGRDET-504 CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE MINIMUM NETFOR OPTIONS gm i _ (RE: VGRDET-504 CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED _ NEW WINDOW FLASHING EXISTING %8" GYP. BD. / BY SECTION 10302 \ ;�?C7SZ+ RE: DETAIL 3/A3.3 �� 1 ��� GRACE VYCOR i NOTES: A5 OPTION) DO NOT FLASH OVER O a. 1050.2 MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET i ' i_' EXISTING I/2" THERMO-PLY BOTTOM NAILING FLANGE NOTES: A. VISIT GRAGEGONSTRUGTION.GOM FOR THE MOST CURRENT DETAILS, CLEAR OPENING OF NOT LESS THAN 5.1 SQUARE FEET. NEW STO GUARD INSTALLATION VIDEO AND PRODUCT DATA SHEETS EXCEPTION: THE MINIMUM NET CLEAR OPENING FOR GRADE-FLOOR EMERGENCY ESCAPE AND TO REMAIN AT NAILING FIN WATERPROOFING B. RIPCORD®CAN BE REMOVED FROM GRACE VYCOR PLUS FOR RESCUE OPENINGS SHALL BE 5 SQUARE FEET.ASSEMBLY ,,! A. VISIT GRAGEGONSTRUGTION.GOM FOR THE MOST EASE OF INSTALLATION : NEW 3 1/4" TRIM W/ I HEAD FLASHING TIE-IN INSTRUCTIONS: CURRENT DETAILS, INSTALLATION VIDEO AND G. INSTALL GRACE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS 10. APPLY INSULATING FOAM SEALANT PER WINDOW MANUFACTURES RECOMMENDATIONS ARCHITECT S m 1 PRODUCT DATA SHEETS D. MECHANICALLY FASTEN AS NECESSARY II. BACKER ROD AND CAULKING: ALL JOINTS SHALL BE BETWEEN A MINIMUM OF 1/8" ANDA MAXIMUM BACKER ROD 4 CAULKING _ EASED EDGE/ CASING • GUT, FOLD UP AND TEMPORARILY SECURE WEATHER RESISTIVE E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR90 W B E N C H V A R K R 0 A D OF 1/2" UNLESS NOTED OTHERWISE. INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE \ BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION g RIPCORD® GAN BE REMOVED FROM GRACE BUTYL SEALANT BACKINGS ARE NOT USED BETWEEN SEALANTS AND BACKS OF JOINTS. VYGOR FOR EASE OF INSTALLATION EXTERIOR SWING DOOR WITH DECK _-1I _ • INSTALL GRACE VYGOR PLUS HEAD FLASHING UNDER WEATHER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER , AT ',ASH - O O E TA I' RESISTIVE BARRIER ALONG HEADER C. REMOVE WEATHER RESISTIVE BARRIER FROM TOP GRACE VYCOR®PLUS SELF-ADHERED FLASHING B 0 X 5 3 0 0 WINDOW FRAME OF WINDOW SILL PLATE SCALE: N.T.S. • FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AVON C 0 81620 SCREEN ON OPERABLE UNITS \ AND SEAL WITH TAPE AS SHOWN ABOVE D. INSTALL GRACE VYGOR PLUS IN ORDER AS SHOWN 5'-0" / 5'-0" f WINDOW GLAZING BY NUMBERS 2'-6" 2'b" 2'-6" 2'-6" 2,-"" 970 . 949 . 5200 E. CHECK LOCAL E3U I LD I NG CODES FOR WEATHER \ \ \ --AD RESISTIVE BARRIER REQUIREMENTS AND INSTALL 7 c h r i s j v m d a. C O m GRACE VYGOR AND WEATHER RESISTIVE BARRIER 00 FAX 94)9 .i5„ 205 EXISTING DOOR SIMILAR TO FORM WATER-SHEDDING LAPS F. DETAIL ALSO RELEVANT FOR GRACE VYGOR V4O / --:---=-'" -.. O \ .� AND VYGOR BUTYL p O • ,r .I�. C�,! 74- G. ALTERNATE FLASHING MAY USED WITH WRITTEN <r O prpmi=,=,int.i Fi?nm APr.l-iiTFr.T EXISTING /b" NEW 3 1/4" TRIM W/ 1 - ETA \ CO tti�i! TOR N0 - SH NO - ►_i}�i� • GYP. BD. EASED EDGE/ CASING N \ / � i� En 9 ,� 1, 5 SCALE: N.T.S. ~ NEW 1/2" 05B SHEATHING O O • \ / XISTING 2X FRAME NEW (I) LAYER TYVEK WALL W/ INSULATION \ WINDOW SILL BELOW3'-O" 2' 6" 2'b" 2'-6" DRAINWRAP (IST LAYER) t 1ii \ � LINE OF TRIM BEYOND t /11 /11 Cei NEW (I) LAYER TYVEK _ =y NEW EXTERIOR DOOR \ \ \ COMMERCIALWRAP (2ND LAYER) ��a�������-.��� ��� ������ •:::: ■� NEW SELF-FURRED WOVEN NEW GALVANIZED METAL O O ?Ni STUCCO NETTING EXISTING 1/2" THERMO-PLY FLASHING 2" X 10" > m m Z NEW STUCCO SYSTEM TO REMAIN AT NAILING FIN zi- Q Q BACKER ROD 4 CAULKING \ (f) imp CASING BEAD NEW 5T0 GUARD - \ \ z U' CO WATERPROOFING BACKER ROD 4 CAULKING < N— BACKER ROD $ CAULKING ASSEMBLY z CO = J N- NEW 2X6 RS CEDAR TRIM, � U� NEW WINDOW FLASHING RE: DETAIL 3/A3.3 A Vlit 0W o z W F O •Z EXISTING DOOR SIMILAR _ if � NEW WOOD TOEKICK J U 0 0 0 WJV0 -i 0 — QUQ EXISTING CONCRETE SLAB O D Q > r ( S1 1, _2,76, 3'-6" ii \ �� w in 1: J SCREEN ON OPERABLE UNITS \ A Q O a_mg WINDOW GLAZING y D ICC WINDOW FRAME NEW WINDOW SILL/ 5 1/4" / \ / \ 0 alt rI TRIM W/ I EASED EDGE / \4 / a p m ' w r�r EXISTING 1/2" THERMO-PLY N in in BACKER ROD 4 • II_ TO REMAIN AT NAILING FIN Q p — \ \ / \ ) H INTERMITTENT CAULKING ry EXISTING TRIM / BM NEW 2X6 R5 CEDAR TRIM, CASING D / \ \ = : • I—ITI NEW WINDOW FLASHING, p A r _ RE: DETAIL 5/5.5 11 EXISTING 5/" \ ` GYP. BD. 8 O O NEW 5T0 GUARD 1 D N WATERPROOFING ASSEMBLY D ° EXISTING 2X FRAME � � 8,-0„ -7; ©COP{R Mark I NEW (I) LAYER TYVEK DRAINWRAP, „ „ DArchitects N 1 onaldson WALL W/ INSULATION a V 3,6 2,b„ 2-8 2 8 2,-65„ / _2'76" All Rights (1ST LAYER) l'I '� �' I Reserved NEW (I) LAYER TYVEK D \ COMMERCIALWRAP (2ND LAYER) -; / ,�� IL _, NEW SELF-FURRED WOVEN SHE 1/2 05$ .� SHEATHING STUCCO NETTING I p NEW STUCCO SYSTEM - / / in / ____♦,- 05103/2018 I 4S bN OB NO. 1724 I WINDOW ( ) -- �AT00R _ ASH =- \ FLASHING 0 � , E=TA SCALE: 5" = 1' - O" @ STUCCO, WINDOW IN SIDING SIMILAR (2) SCALE: 5" = I' - O" '' DETAILS \ mu ... s --:DB, ,� . O O ,_ A3 . 3 VERIFY ALL WINDOW/DOOR SIZES, N0H/ 00R SCH_ ...LOCATION, AND ORIENTATION WITH HOMEOWNER BEFORE 5 SCALE: 1/2" 1'-0" ORDERING FOR ACCURACY. -- • \\ fib. Dc� .. Ci Ivo] •/ / g O 08/03118 / / / dirOA V I CT0RDONMAA LDSO c5),/ v44 �� / PROPERTY LINE ..// / //U N -----7= N = ., / ARCHITECTURE NEW MORTAR SET PLANNING FLAGSTONE TO INTERIORS �� MATCH VRG PARK CONCRETE PAD SINCE 1977 O /' TO REMAIN 4#___/' �- �/ � TOP-�� ARCH I T E C T S `/.' 4 / \ 852364 / NEW BOULDER ( ' 90 W BENCHVARKROAD RETAINING WALL \ 'N\ ' ! IAop a QUI [ Lt )-- - a � B,o `, BOX 5300 * ft.\____)c AVON , CO 81620 / `�, r �,�( , 970 . 949 . 5200 \ B :437-o,�� a chrlsj@vmda. com sAr'�' FAX 949 . 5205 cip/ \ 71- W. ' NEW CONTOUR / \ \ 1 85?0 ;444 �` cy7 / LINE r". ..�.. , r .• V� / \ ` NEW CONTOUR LINE �` \ \ 8520 ° '' ' r`O 4H\if>" \ \ \-----, \ ` \ 5519 \ \ elti NJI LI)._ 0 \ \ Z �' m N- 6 c., ,t \--- c:P<, \ 50 STREAM SETBACK J CO 's \ CO ` \ WATERCOURSE RVAI L w O U Co \ \ OSETBACK REQUIREMENTS — Z w ( wovD -------.\ 0J Q2 inQ \ w J / Ct limil < E > N- / Ct \ ` p) H FM"- _, : 1 I—Ir / \ \ ©COPYRIor GHT 1 / \ Donaldson �S \ \ All hi ecRights , \ \ \ \ Reserved �ON ` \ 20'EASEMENT SANITARY SEWER ` \ REVISION �� �� \ \ REG. N0.274324 ` / \ \ ATED05/03/2018 S TEE PLAN JOB NO. \ \ sc'�-E. I" - 40o SITE 1724 \ \ PLAN EDGE OF WATER \ \ \ \ \ \ \ \ SHEET NO. AS1 10.1 OF go GENERAL NOTES 7. WOOD , 1. LIVE LOADS USED IN DESIGN: 4 A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY A. ROOF SNOW LOAD WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL 03 4/12 PITCH AND GREATER 80 PSF BUILDING CODE AS FOLLOWS: LESS THAN 4/12 PITCH 100 PSF 08/13118 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) NO. 2 Fb = 900 PSI �� B. TYPICAL RESIDENTIAL FLOOR 40 PSF 2 TO 4 THICJK - 2 TO 4 WIDE NO. 1 Fb = 1200 PSI 2" TO 4" THICK - 6" AND WIDER SELECT STRUCTURAL= 1500 PSI OVERFRAME(E)DECK C. IMPORTANCE FACTORS 5" THICK - 5" AND WIDER SELECT STRUCTURAL= 1600 PSI CATEGORY II NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR U210 SEISMIC FACTOR IE 1.0 TO ALLOWABLE STRESS INCREASES. NEW SHEATHING SNOW FACTOR IS 1.0 �Z1 / V C\T R K WIND FACTOR IW 1.0 B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND Al 41 Al 41 41►1►41►�►1►41►�►1►41►1►41►41►1►41►�►1► �► D. WIND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). ' A O A D 3 SECOND GUST 115 C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. I lir ^ ^ EXPOSURE B D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. ` ► (E)BEAM F.V. E. SEISMIC SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS ,, SITE CLASS C IS REQUIRED. II III (E)JOISTS TO SHORE AND CUT OFF CATEGORY B LINE OF(E)DECK SS .255 E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE 51 .073 TABLE 2304-9.1 UNLESS NOTED OTHERWISE. (E)HEADER BEAM NEW FLOOR BEAM \ \ SDS 0.204 NEW DECK JOISTS(2)-2X8 SD1 0.0825 F. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. AT 1'-0"(RIP TO SLOPE) BASIC SEISMIC FORCE RESISTING SYSTEM IS WOOD SHEAR WALL 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL L50EACH SIDE(2TOTALPERJOIST) SEISMIC RESPONSE COEFFICIENTS CS .029 BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD RESPONSE MODIFICATION FACTOR 7 ASSOCIATION. ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE SECTION 1 AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF F. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS 3/4"=1-0" _ 4°_:/\\ WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE G. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2015 EDITION. WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED 2. FOUNDATIONS WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. A. MAXIMUM SOIL DESIGN PRESSURE (ASSUMED) 2000 PSF 4. FOR ROOF USE 5/8" (48/24 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONGIWO) B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING INTERMEDIATE SUPPORTS. ARCH I T E C T S ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 5/8" EXPOSURE I PLYWOOD OR CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL 9 0 VI B E N C H V A R K R 0 A D SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN SUITE 2 0 1 PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND BOX X G O O D1557 UNLESS OTHERWISE RECOMMENDED. IF SOFT SPOTS ARE ENCOUNTERED GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. D J REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. AVON C 0 8 1 6 2 0 (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL). G. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND I SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES 970 . 949 . 5200 D. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL EQUAL TO OR SHEAR AND DEFLECTION IN BENDING,, INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER HAVE A LOAD CAPACITYc h ri s j @ v m d a. c o m TO SOILS REPORT FOR BACKFILL MATERIAL. GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. E. CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS UNLESS NOTED OTHERWISE ON PLANS. F A X 9 4 9 . 5 2 0 5 H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS F. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR G. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY 5 1/4" WIDE MEMBERS. BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. Digitally 3. CONCRETE 8. GENERAL - � ,,.,,,,, ,`'.. g� Y by ARE '`• signed 0o.:. sc, I A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. ' �' !.1, Craig C arrol-� A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, wr " U'L) " P PE STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND - s ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND - '•,' ;,.40Date: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. - '`` 1A� op 201805.0 3 FOOTINGS 3000 psi STD --- --- C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER 13:28:22-06' FOUNDATION WALLS 4000 psi STD --- --- ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS INTERIOR SLABS ON GRADE 4000 psi STD 0.50 --- AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6%-8% ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. ++ MAXIMUM SLUMP SHALL NOT EXCEED 4". D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, B. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED SHALL BE SPACED 12 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED al WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. JOINT. E. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE C. SLABS, FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN A REINFORCING AND STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE gommi W SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE ENTIRELY AT THE RISK OF THE CONTRACTOR. SHOP DRAWINGS NOT REVIEWED AND > Z SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE STAMPED BY CONTRACTOR PRIOR TO SUBMITTING WILL BE RETURNED AND NOT REVIEWED. ENGINEER. 0 Q F. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE ''^^ D. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. ( ) M N" WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE Z CO ILI STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF G. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR < N- J r CO CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. EL 7 4. REINFORCEMENT H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND X z U CO ARCHITECTURAL DRAWINGS. W 0 elIV H 0 A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM z 1.1.1 0 A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. w -DCm, D Cc J B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE 0 - 4:: 0 Q LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. 0 D Q \ C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: C m 1M N 1. CONCRETE POURED AGAINST EARTH 3" w J 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" Et 3. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. 414:: F. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 1:::111W 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, AND SLABS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT EACH CORNER. 5. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS IR31 s v WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. 0 B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT ©COPY RIGHT Victor Mark CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. Donaldson Architects C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE All Rights LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." Reserved D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY P E\/ S 0\ STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. E. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. F. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS DATE 5/03/2018 TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. 6. NON-SHRINK GROUT JOB \O. 1724 A. NON-SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. GENERAL NOTE S 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. SHEET \O. S1 .0 E 4. 41.411014011111alkdill\ 08/13/18 001/0Q :. 0c170 .i c____/ \__J \_ 414.-• ' ■I"MI \ 0411031110Q 0 , • �� V =CST - y`A R = zO� � 0 N OW (E)COLUMN DOWN REPLACE EXISTING BEAM WITHilr(E)COLUMN DOWN4 TO REMAIN (3) 91/4"LVL FLUSH TO REMAIN (E)=A �� �'\ �� O O 0 (SHORE AS REQUIRED) TO REMAIN w"Aw RIP LVL BEAM TO i i EXISTING WALL.ABOVE i ---------------------- 9 1/4 AT EXTERIOR i i r- II, (3) 9 1/4"LVJ i ip ' i [(�) ' • EXISTING CONCRETE 0 i 1 Ir .- --I2moo FOUNDATION I 1:1—_= EAI'lijaaMIWAndi L NEW COLUMN 7 UP ONLY NEW WALLS BELOW I �w w��_,lrlir I EXISTING WALL BELOW II TO REMOVE (E)COLUMN UPJ / TO REMAIN / SHORE AS REQUIRED __ _, _ ________ __ 1 _ _ I z EXISTING WALL BELOW I I OPEN TO TO REMOVE I BELOW a c i,..1- :, w 0 rl HGUS co X 5.5/14 / ARCH I TECTS w � I - - up \ 1 \ 90 N BEHCHVARKROAD (E)COLUMN UP TO REMAIN \ I , (E)6X12 TO REPLACE I� NEW(5) 2X4 POST TAI 0r0 SUITE 207 (E)COLUMN TO REMAIN ON(E)CONCRETE PI R �� - �% _ BOX 5300 0 5 1/4 X 16"PARALLAM(NEW) r' AVON , CO 81620 I I HHUS410 U210 / e i (E)2X10AT1'4" / 0 970 . 949 . 5200 u- ON - hrl vm m - ,; / c s� @ da co STI G N Li, IN • S .IR R mw0 00 A 0 FAX 949 . 5205 ‹. ,w c, c, 0 yz o m llP Ar w c 1 p z x w Digitally signed \ ° ° d I� I — ;o � Rf'.'(1 ., by Craig / / / / / / / / / / / / / / / / / / / / / / / / / / / / + Date: a°° ° ° — A� 2018.05.03 A° ° ° a ° ° 13:28:43-06'00' 4 4 a ° JIIIII I 1ST LEVEL FOUNDATION PLAN SCALE: 1/4"=1'-0" OM 3RD LEVEL FRAMING PLAN SCALE: 1/4"=1'-0" LL dommi w •@• • LINE OF NEW DECK V > �l��t 1/4 PA;;; LAM ��1/4X 5 ����.._ ,_�_ � 0 0 or_ ....-4 u) 1....1�� ` Z m Ln r...... jfiOci Q LL/ CO 1 D �i ' � � � z Uoo - 2X8 AT 1 :- a ''�+'8 AT 1'-0" - ! X f n ��•£A (NEW aI'` SLOP (NEW) w 0F O coy (E)COLUMN �I. - .� IP) ut COLNcip O DOWN TO REMAI w Q CZ to ► ( ) , . L—.■.=.■.._ 1 J Q E HEADERS IIN 0 D Q ( ) M _ EXISTING COLUMN I I I _ 9UP TO REMAIN 2 ea W r2 --- -� 7-T A7-7-T- ' / I (3)-9 4" NEW WALL ABOVE / 1.1.1 J = INVERTED SIMPSON 1 ));690K LL HHUS HANGERiiiim EXISTING \Q _ (E) HEADER n NEW(3)-2X12 C WOOD POST WITH '• / P _ (2)-SIMPSON MSTA21 STRAP INFILL EXISTING aCCD AT PARALLEM AND SIMPSON DECK L Ji HD5A HOLDDOWN AT ///// / >1111 EXISTING WALL BELOW BOTTOM INTO CONCRETE (E)(3)-2X10 TO REMOVE (E)2X10 AT 1'-4" 1 - (E)COLUMN S1.0 (E)2X10 AT 1'-4" _/- TO REMAINc I = (E)6X12 RIDGE Fii W M 3 V 1 _____ 1 , (NEW)(5)-2X4 POST ©COPYRIGHT 0 - UP AND DOWN (-------. . 1111 / Victor Mark Donaldson - I I �(E)(2)-2X1-0 All Rights (E)COLU (E)(2) 2 10 Reserved TO REMAIL0 7 - (E)6X12 RIDGE E)6X12 / (E)2X10 0 (E)POST e 0 RE1/ S 0\ 0 0 r ` 7, o 1 r- ISTING A J I ��� \TAIR � 0 • b D" „--L,---_\ wDATE -_- - - - - 5/03/2018 Nr } UP ► r I J03 \0.- 10.1 OF go GENERAL NOTES 7. WOOD 1. LIVE LOADS USED IN DESIGN: 4 : °v2°'; A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY A. ROOF SNOW LOAD WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL 03 4/12 PITCH AND GREATER 80 PSF BUILDING CODE AS FOLLOWS: LESS THAN 4/12 PITCH 100 PSF 08/�i3118 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) NO. 2 Fb = 900 PSI �� B. TYPICAL RESIDENTIAL FLOOR 40 PSF 2 TO 4 THICJK - 2 TO 4 WIDE NO. 1 Fb = 1200 PSI 2" TO 4" THICK - 6" AND WIDER SELECT STRUCTURAL= 1500 PSI OVERFRAME(E)DECK C. IMPORTANCE FACTORS 5" THICK - 5" AND WIDER SELECT STRUCTURAL= 1600 PSI CATEGORY II NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR U210 SEISMIC FACTOR IE 1.0 TO ALLOWABLE STRESS INCREASES. NEW SHEATHING SNOW FACTOR IS 1.0 �Z1 / V C\T R K WIND FACTOR IW 1.0 B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND Al 41 Al 41 41►41►41►�►41►41►�►41►41►41►41►41►41►41►�►41► g► ! _ - - D. WIND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). ' A O A D 3 SECOND GUST 115 C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. I IF ^ ^ EXPOSURE B .,.\\ 1 � � D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. ► (E)BEAMF.V. E. SEISMIC SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS ,, SITE CLASS C IS REQUIRED. II III (E)JOISTS TO SHORE AND CUT OFF CATEGORY B LINE OF(E)DECK SS .255 E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE S1 .073 TABLE 2304-9.1 UNLESS NOTED OTHERWISE. (E)HEADER BEAM NEWFLOORBEAM SDS 0.204 NEW DECK JOISTS(2)-2X8 SD1 0.0825 F. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. AT 1'-0"(RIP TO SLOPE) BASIC SEISMIC FORCE RESISTING SYSTEM IS WOOD SHEAR WALL 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL L50EACH SIDE(2TOTALPERJOIST) SEISMIC RESPONSE COEFFICIENTS CS .029 BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD RESPONSE MODIFICATION FACTOR 7 ASSOCIATION. ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE SECTION 1 AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF _ 4°_:/\\ F. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS 3/4"=1-0" WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE G. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2015 EDITION. WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED 2. FOUNDATIONS WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. A. MAXIMUM SOIL DESIGN PRESSURE (ASSUMED) 2000 PSF 4. FOR ROOF USE 5/8" (48/24 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONGIWO) B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING INTERMEDIATE SUPPORTS. ARCH I T E C T S ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 5/8" EXPOSURE I PLYWOOD OR CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL 9 0 VI B E N C H V A R K R 0 A D SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN SUITE 2 0 1 PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND BOX X G O O D1557 UNLESS OTHERWISE RECOMMENDED. IF SOFT SPOTS ARE ENCOUNTERED GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. D J REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. AVON C 0 8 1 6 2 0 (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL). G. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND I SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES 970 . 949 . 5200 D. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL EQUAL TO OR SHEAR AND DEFLECTION IN BENDING,, INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER HAVE A LOAD CAPACITYc h ri s j @ v m d a. c o m TO SOILS REPORT FOR BACKFILL MATERIAL. GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. E. CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS UNLESS NOTED OTHERWISE ON PLANS. F A X 9 4 9 . 5 2 0 5 H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS F. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR G. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY 5 1/4" WIDE MEMBERS. BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 8. GENERAL Digitally signed 3. CONCRETE "..0%. .6.;••• , by Crag Carroll �;aP A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. i '` $ PE A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, o `� ri o!' B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND .. Date. STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: •'"^� �• 2018.05.24 ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND ,' y,A.EN`, 1018.05.-06'00' CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. FOOTINGS 3000 psi STD --- --- C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER FOUNDATION WALLS 4000 psi STD --- --- ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS INTERIOR SLABS ON GRADE 4000 psi STD 0.50 --- AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6%-8% ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. ++ MAXIMUM SLUMP SHALL NOT EXCEED 4". D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, B. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED SHALL BE SPACED 12 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED Oa WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. JOINT. E. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE C. SLABS, FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN A REINFORCING AND STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE gommi W SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE ENTIRELY AT THE RISK OF THE CONTRACTOR. SHOP DRAWINGS NOT REVIEWED AND > Z SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE STAMPED BY CONTRACTOR PRIOR TO SUBMITTING WILL BE RETURNED AND NOT REVIEWED. ENGINEER. 0 Q ( ) F. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE ''-^^ D. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. M N" WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE Z CO STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF G. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR < N- J r CO CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. 7 4. REINFORCEMENT H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND > U CO ARCHITECTURAL DRAWINGS. W 0 elIV H 0 A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM z rnme 1.1.1 0 A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. w - V J B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE 0 - 4:: 0 Q LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. 0 \ C C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: C m 1M N 1. CONCRETE POURED AGAINST EARTH 3" w J 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" Et 3. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" 11111M > D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. 411:1(:: F. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 1:::111W 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, AND SLABS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT EACH CORNER. 5. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS IR31 s v WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. 0 B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT ©COPY RIGHT Mark ictor VMar CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. actor Donaldson Architects C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE All Rights LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." Reserved D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY P E\/ S 0\ STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. E. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. F. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS DATE 5/03/2018 TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. 6. NON-SHRINK GROUT JOB \O. 1724 A. NON-SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. GENERAL NOTE S 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. SHEET \O. S1 .0 401 OF 1/4/ e.iii; iiii01. iteftE LL I Q07 i i/03/18 V C\T 'CR , RK I0 \ 4 L - SON (E)COLUMN DOW (E)COLUMN DOWN TO REMAIN (3)-9 114"LVL FLUSH TO REMAIN (E)POST EI --- (SHORE AS REQUIRED) TO REMAIN RIP LVL BEAM TO � � � 7 /� � � � � � / 9 1/4"AT EXTERIOR EXISTING WALL ABOVE I 1 / i=1 (3)-91/4"LVL i_i (NEW) I I EXISTING CONCRETE I D - �i ,® �� � I0 \ - 1 --- — - - - `i / / / /1/ / /i/ FOUNDATION I I L 1 NEW COLUMN / UP ONLY 'ANEW WALLS BELOW / EXISTINGTOREMOVE WALL BELOW (E)COLUMN UP TO SHORE ASREMAIN REQUIRED / / -L 11 / ` z EXISTING WALL BELOW -- OPEN TO v TO REMOVE / v � _ BELOW Q / ;-y_ d J / :4 w CC C HGUS / ARCHI I TE Tom+ x 5.5/14 IC C S Cu- 71-- — I / (E)COLUMN UP TO REMAIN ` / ://c) ir(E)6X12TOREPLACE / _ 90 VI BENCHVARKROAD NEW(5) 2X4 POST STACK SUITE 2 0 7 (E)COLUMN TO REMAIN ON(E)CONCRETE PIER / • / 0 / BOX 5300 0 5 1/4 X 16"PARALLAM(NEW) '-'� fi ; AVON , C O 816 2 0 1 HHUS410 U210 / / \ (E)2X10 AT 1'-4" 0 , / 970 . 949 . 5200 ll 0 ,. L / chrlsi@vmda, com ,g EXISTING X > 0my ( 0 / F3) STAIR N Jo C / FAX 949 . 5205 w / § zo OUp / w `n / —. ' Digitally / I w I I H Q ?aRF.; ;, signed by ° I / / / / / / / / / / / / / / / / / / / / / / / / / / / / - o.w �:� Craig Carroll °° PE Date:4 44 ° ° ° ° - ',*A..A�E •' 2018.05.24 o 12:49:57-06'00' EMIIIII 1ST LEVEL FOUNDATION PLAN SCALE: 1/4"=1'-0" 00 3RD LEVEL FRAMING PLAN SCALE: 1/4"=1'-0" w LINE OF NEW DECK > z E 5 1/4X 91/4 PARALLAM 5 1/4X 51/2 PARALLAM O Q Z IC) DECK Q N— W D (fl -J -¢ - r X 2X8 AT 1'-0" (2)-2X8 AT 1' 0" X z = U 00 in a (NEW) I,a. c RIP TO SLOPE(NEW) w z w Q (E)COLUMNEXISTINGCOLUMN J U DOWN TO REMAIN REPLACE UP TO REMAIN J (E)HEADER 1=1 w J — � - QUQ ❑ (E)HEADERS ❑ I -- HHU5610 - EXISTING COLUMN 0 Q T — - UP TO REMAIN (Z -T-T�7-7-T-r y/r17 (3)-91/4"LVL NEW WALL ABOVE/ UJ J = INVERTED SIMPSON :; HHUS HANGER EXISTING Q , ....- (E)HEADER NEW(3)-2X12 WOOD POST WITH74 '� A 0 (2)-SIMPSON MSTA21 STRAP INFILL EXISTING4CD I AT PARALLEM AND SIMPSON DECK HD5A HOLDDOWN AT ///// / 4>11° EXISTING WALL BELOW BOTTOM INTO CONCRETE ° (E)(3)-2X10 TO REMOVE (E)2X10 AT 1'-4" 1 1 (E)COLUMN S1.0 (E)2X10 AT 1'-4" _ i-TO REMAIN _ D (E)6X12 RIDGEIR 'W71] -E\R7 8 Iri I I i ----. (NEW)(5)-2X4 POST ) ' ©COPYRIGHT - UP AND DOWN Victor Mark Donaldson uT (E)(2)-2X10 Architects I (E)COLUMN TO REMAININ All Rights 0 (E)(2)-2x10 Reserved (E)6X12 RIDGE E)6X12ED im \,. 7 -, (E)2X10 0 I (E)POST e RE\/ SIO\ 0 0 EXISTING �, UP o Mr i A ' ST„IR _ 0 O DN -___.) i A = m ---- ) V DATE 5/03/2018 I 0 \0, 1724 Nr DNO ' FRAMING PLANS = \ / 1 II ROOF FRAMING PLAN 2ND LEVEL FRAMING PLAN SHEET \O. SI . 1 SCALE:1/4"=1'-0" SCALE: 1/4"= 1'-0" 10.1 OF go GENERAL NOTES 7. WOOD , 1. LIVE LOADS USED IN DESIGN: 4 A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY A. ROOF SNOW LOAD WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL 03 4/12 PITCH AND GREATER 80 PSF BUILDING CODE AS FOLLOWS: LESS THAN 4/12 PITCH 100 PSF 08/13118 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) NO. 2 Fb = 900 PSI �� B. TYPICAL RESIDENTIAL FLOOR 40 PSF 2 TO 4 THICJK - 2 TO 4 WIDE NO. 1 Fb = 1200 PSI 2" TO 4" THICK - 6" AND WIDER SELECT STRUCTURAL= 1500 PSI OVERFRAME(E)DECK C. IMPORTANCE FACTORS 5" THICK - 5" AND WIDER SELECT STRUCTURAL= 1600 PSI CATEGORY II NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR U210 SEISMIC FACTOR IE 1.0 TO ALLOWABLE STRESS INCREASES. NEW SHEATHING SNOW FACTOR IS 1.0 �Z1 / V C\T R K WIND FACTOR IW 1.0 B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND Al 41 Al 41 41►1►41►�►1►41►�►1►41►1►41►41►1►41►�►1► �► D. WIND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). ' A O A D 3 SECOND GUST 115 C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. I lir ^ ^ EXPOSURE B D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. ` ► (E)BEAM F.V. E. SEISMIC SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS ,, SITE CLASS C IS REQUIRED. II III (E)JOISTS TO SHORE AND CUT OFF CATEGORY B LINE OF(E)DECK SS .255 E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE 51 .073 TABLE 2304-9.1 UNLESS NOTED OTHERWISE. (E)HEADER BEAM NEW FLOOR BEAM \ \ SDS 0.204 NEW DECK JOISTS(2)-2X8 SD1 0.0825 F. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. AT 1'-0"(RIP TO SLOPE) BASIC SEISMIC FORCE RESISTING SYSTEM IS WOOD SHEAR WALL 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL L50EACH SIDE(2TOTALPERJOIST) SEISMIC RESPONSE COEFFICIENTS CS .029 BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD RESPONSE MODIFICATION FACTOR 7 ASSOCIATION. ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE SECTION 1 AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF F. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS 3/4"=1-0" _ 4°_:/\\ WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE G. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2015 EDITION. WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED 2. FOUNDATIONS WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. A. MAXIMUM SOIL DESIGN PRESSURE (ASSUMED) 2000 PSF 4. FOR ROOF USE 5/8" (48/24 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONGIWO) B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING INTERMEDIATE SUPPORTS. ARCH I T E C T S ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 5/8" EXPOSURE I PLYWOOD OR CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL 9 0 VI B E N C H V A R K R 0 A D SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN SUITE 2 0 1 PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND BOX X G O O D1557 UNLESS OTHERWISE RECOMMENDED. IF SOFT SPOTS ARE ENCOUNTERED GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. D J REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. AVON C 0 8 1 6 2 0 (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL). G. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND I SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES 970 . 949 . 5200 D. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL EQUAL TO OR SHEAR AND DEFLECTION IN BENDING,, INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER HAVE A LOAD CAPACITYc h ri s j @ v m d a. c o m TO SOILS REPORT FOR BACKFILL MATERIAL. GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. E. CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS UNLESS NOTED OTHERWISE ON PLANS. F A X 9 4 9 . 5 2 0 5 H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS F. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR G. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY 5 1/4" WIDE MEMBERS. BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. Digitally 3. CONCRETE 8. GENERAL - � ,,.,,,,, ,`'.. g� Y by ARE '`• signed 0o.:. sc, I A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. ' �' !.1, Craig C arrol-� A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, wr " U'L) " P PE STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND - s ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND - '•,' ;,.40Date: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. - '`` 1A� op 201805.0 3 FOOTINGS 3000 psi STD --- --- C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER 13:28:22-06' FOUNDATION WALLS 4000 psi STD --- --- ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS INTERIOR SLABS ON GRADE 4000 psi STD 0.50 --- AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6%-8% ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. ++ MAXIMUM SLUMP SHALL NOT EXCEED 4". D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, B. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED SHALL BE SPACED 12 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED al WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. JOINT. E. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE C. SLABS, FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN A REINFORCING AND STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE gommi W SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE ENTIRELY AT THE RISK OF THE CONTRACTOR. SHOP DRAWINGS NOT REVIEWED AND > Z SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE STAMPED BY CONTRACTOR PRIOR TO SUBMITTING WILL BE RETURNED AND NOT REVIEWED. ENGINEER. 0 Q F. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE ''^^ D. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. ( ) M N" WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE Z CO ILI STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF G. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR < N- J r CO CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. EL 7 4. REINFORCEMENT H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND X z U CO ARCHITECTURAL DRAWINGS. W 0 elIV H 0 A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM z 1.1.1 0 A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. w -DCm, D Cc J B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE 0 - 4:: 0 Q LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. 0 D Q \ C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: C m 1M N 1. CONCRETE POURED AGAINST EARTH 3" w J 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" Et 3. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. 414:: F. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 1:::111W 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, AND SLABS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT EACH CORNER. 5. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS IR31 s v WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. 0 B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT ©COPY RIGHT Victor Mark CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. Donaldson Architects C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE All Rights LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." Reserved D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY P E\/ S 0\ STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. E. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. F. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS DATE 5/03/2018 TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. 6. NON-SHRINK GROUT JOB \O. 1724 A. NON-SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. GENERAL NOTE S 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. SHEET \O. S1 .0 X010 OF 1'4/ E iL•viiV,I l •�••�• 41110 • 08/13/18 410or :. 0c170 .iv. 0 , •Oil.ill.II ��____) V =CST - y`A R 1 -4Q Q Q Q z0 \ V, L Q, 0 N (E)COLUMN DOWN REPLACE EXISTING BEAM WITH (E)COLUMN DOWN TO REMAIN (3) 91/4"LVL FLUSH ilr TO REMAIN (E)POST O O O @ (SHORE AS REQUIRED) TO REMAIN ti a1 RIP LVL BEAM TO �►• C '" �� r �� �• ►��� p, i i EXISTING WALL.ABOVE i 9 1/4 AT EXTERIOR (3)-9 1i4"Lv1 �i 000 i [(NEW) i / EXISTING CONCRETE 0 ______________ -___-_-__—_ _____—_:__4__-__-_ -_-_—________________ i i. FOUNDATION r, gg L T NEW COLUMN • 1 1L. II w,1_,-A 7 UP ONLY NEW WALLS BELOW 1 01 1--- ( ----)! - II EXISTING WALL BELOW 1 TO REMOVE 1 (E)COLUMN UP I 1 TO REMAIN SHORE AS REQUIRED 1 __=1'L.,,,-1.- - _11 , z 1D-__-_-_______________ - EXISTING WALL BELOW 1 I OPEN TO TO REMOVE 1 BELOW a c 7 1:4CC CC LU 1 HGUS co X 5.5/14 / ARCHITECTS w � 1 L- (E)COLUMN UP TO REMAIN 1 Lo (E)6X12 TO REPLACE 1 \ 1 \ 90 N BEHCHVARKROAD 1, NEW(5)-2X4 POST TAG 1 0r0 SUITE 207 (E)COLUMN TO REMAIN 0 ON(E)CONCRETE PI R �� - � _ BOX 5300 1 0 5 1/4 X 16"PARALLAM(NEW) r' AVON , CO 81620 I I HHUS410 U210 / e i (E)2X10AT1'4" / 970 . 949 . 5200 O = , / ll- ON - 0 hrl vm m c s� @ da co ti O / IN / A STI G N w , . • S .IR1 0 0 mw 0 FAX 949 . 5205 w rn Q� - ,. w 0 y § z o I llP At LU I z > x I p Digitally signed `� ° ° d I� I — ;`o � Rf'.'�1 ., by Craig � I ° / / / / / / / / / / / / / / / / / / / / / / / / / / / � — °jP Car roIlPE + 4 Date: 'A�''' ' 2018.05.03 05.03e °° ° °° ° ° 13:28:43 06 'OU'° 4 ° a ° ° 4 4 a ° JIIIII I 1ST LEVEL FOUNDATION PLAN SCALE: 1/4"=1'-0" Oa 3RD LEVEL FRAMING PLAN SCALE: 1/4"=1'-0" LL ismmi w eel' • LINE OF NEW DECK 1114 o u) V > llPtpAlrpa-r-itmi1/4X 5o _AMI,-.1"II__ f .4( 111111 IIMM.1 N- Z m Ln jfiOci �i Q N- �u DICO 1 J 0 xZ UCO - 2X8 AT 1 :-x a imm ''�+'8 AT 1'0" �� X f n ���A (NEW 1 a I'` SLOP (NEW) w 0 0 cyh (E)COLUMN �I. - .� •wR MAIN N O J DOWN TO REMAI Cap w Q @ ► ,, Lam.■. .■. .o� J U Q E HEADERS I ' rMb I 0 D Q Q > ( ) _ EXISTING COLUMN I II _ �J UP TO REMAIN 2 ea W r2 --- —� 7—T- 7-7—T— ' 7/ I ) (3)-9 4" �));60„,- ct NEW WALL ABOVE� "� /� � J = INVERTED SIMPSON HHUS HANGERiiiim EXISTING >1 Q _ (E) HEADER n NEW(3)-2X12 C WOOD POST WITH '• 1'--'� _ (2)-SIMPSON MSTA21 STRAP INFILL EXISTING aCC AT PARALLEM AND SIMPSON DECK L Ji HD5A HOLDDOWN AT ////� EXISTING WALL BELOW BOTTOM INTO CONCRETE (E)(3)-2X10 TO REMOVE (E)2X10 AT 1'-4" 1 - (E)COLUMN S1.0 (E)2X10 AT 1'-4" _/- TO REMAINc I = (E)6X12 RIDGE Fii W M 3 V (NEW)(5)-2X4 POST ©COPYRIGHT - UP AND DOWN Victor Mark Donaldson Arch–\ I i i(E)(2)-2X1-0 ril/ All Rightsts (E)COLU�1 0 (E)(2)-2 10 Reserved TO REMAIN 7 - (E)6X12 RIDGE E)6X12 / (E)2X10 0 (E)POST e O REVS0\ 0 0 r ISTING A J STAIR 0 i�o • b ON „--L,--., w ATE Nr } 0 UP I ► I- 5/03/2013 J 0 3 \0.i-