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HomeMy WebLinkAboutDRB150158 Plans ApprovedD' .5 7966 I z 3pod,00 el, NOTES s� o3p9 GV 1`I Cp 1 h R P r ivP1L ' a5 N7°E a 19.50' N 14° 39'29"W 1. THE VARIOUS TRACTS AND SUBDIVISION PLATS IN THIS AREA ARE LAID OUT AND SURVEYED FROM A LINE RUNNING FROM THE SOUTH- EAST CORNER OF SECTION 12 AND THE POINT SET FOR THE 1/16 CORNER TO THE WEST AS SHOWN. THE POINT FOR THE 1/16 CORNER HOWEVER, DOES NOT FALL ON A LINE BETWEEN THE SOUTH- EAST CORNER OF SECTION 12 AND THE WITNESS CORNER TO THE Sie CORNER OF SECTION 12. 2. ALL BEARINGS SHOWN ARE REFERRED TO TRUE MERIDIAN.TO CON- VERT TO THE ASSUMED MERIDIAN USED IN THE KIRCH 8 UTTER DEED IN BOOK 227, PAGE 320, (AND OTHERS WHICH REFER TO THE SOUTH LINE OF SECTION 12 AS BEARING N89°53'24"W), ROTATE BEARING Oo17'43" COUNTERCLOCKWISE. FI FVGTIf1N SCHFIIIII F BUILDING UNIT N0. FIRST FLOOR ELE C 1 8496.52' C 2 8498.52' C 3 6500.52' 4 8502.5?' C 5 8504.52' E 1 8504.47' E 2 8504.47' E E 3_ _8504.47 4_ 8504.47' F 1 8502.60' F THE MAP OF RACQUET CLUB TOWNHOMES A PART OF THE SE 1/4 OF SECTION 12, T5S R 80 OF THE 6TH RM. IN THE TOWN OF VAIL, COUNTY OF EAGLE,STATE OF COLORADO N66°23'E 18.001 10.00' S 66° 23' W S xx ws sF aEa 28.55' a`0ik 39SO/ Sat* 'E 42.57 S23° OOE 33. e� //T:�ly es' L==3Z� /\ae \ti�.ae 3i•+ 'a - .° - X03+• Tope � is E� Pya*he°. sea. ta- 47\ ISNxlxa alwia ,BUIL o1NG Myp ux*/8� 23n i• ACEs t a'C I Be 1>a 65.87' Is ar _ ' 274.681 �SO(/rNWESTERLY LINE Of BOOK269,PAGE973 TRACT l (RESERVED) / BASIS OF BEARING: WEST LINE OF THE NWP /S6. S9 / OF SECTION 12, SO°19'00"E (TRUE MERIDIAN). BENCH MARKS: SCALE; I"=30' 1• U.S.C. 6 G. S. LINE 92 BENCH MARK DISK 18" SOUTHWEST OF CENTERLINE HIGHWAY, SET IN TOP OF SOUTHWEST END OF SOUTHEAST CONCRETE ABUTMENT OF CONCRETE BRIDGE OVER BIGHORN CREEK. STAMPED Y 280 1951 ELEVATION = 8460.35. ,�>asi°c PeaP of ceremrs Orrnc.zl aY�rrP,aAL, _ _ Oe. ga.ae J°,vrP,eAu.oad a Ea.O .Ee o."4 ff 2 8502.60 BUILDING F ELEVATION VIEW SECTIOND 4 (SAME AS SECTION F -F OF BUILDING E) xmoe Pe�K or cerzlxs sae Pei s.es' �usmE PCAK oP celuN•ea 1 ro u.ae „ o.e z.so' A O�SEPOno FLCOP�/TYP/CAt/ O(Flesr OYPICAu BUILDING E ELEVATION VIEW SECTION E -E' SW COR. SE 1/4, SE 1/4 / SEC.12,T5S,R80W, 1 of the 6th P. M. (PoUND BELED •26S PIN IN TEE) LABELED IRON SEE NOTE 1) i WITNESS CORNER (FOUND"+"IN SANDSTONE, AS DESCRIBED IN ORIGINAL G.L.O. SURVEY OF )Bee, 673.20' EAST OF THE SECTION CORNER.) IN T SE CORNER,SECTION 12, T5S, RBOW of the 6th P.M. (FOUND 1/2" IRON PIN IN CONCRETE APPROPRIATELY MARKED) (SEE NOTE I) _ SHEET I OF 2 KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, Vail Racquet Club Townhomes, a General Partnership, is the Owner of that real property shown on the accompanying map and more particularly described as foil ows: TRACT FOR BUILDING C All that portion of the SEP of Section 12, T5S, RBOW of the 6th P.M., Eagle County, Colorado, described as to Commencing at the Southeast Corner of said Section 12 from Which the Southwest Corner of the SEh of the SEI. of said Section 12 bears N89°35'41"W, 1306.39 feet; Thence N58°53'42"W, 1270.11 feet to the Southwesterly line of that tract of land as described in Deed recorded in Book 269 at Page 973 of the record of Eagle County, Colorado; Thence N28°26'50"W, 372.11 feet to the TRUE POINT OF BEGINNING; Thence N33°23'E, 27.00 feet; Thence S56°37'E, 50.00 feet; Thence N33 23'E, 10.00 feet; Thence S56°37'E, 50.66 feet; Thence S33°23'W, 10.00 feet; Thence S56°37'E, 25.00 feet; Thence S33"23'W, 27.00 feet; Thence N56°37'W, 13.08 feet; Thence N33°23'E, 4.67 feet; Thence N56°37'W, 12.42 feet; Thence N33°23'E, 5.33 feet; Thence N56"37'W, 12.58 feet; Thence N33°23'E, 4.67 feet; Thence N56'37 'W, 24.50 feet; Thence S33°23'W, 4.67 feet; ThenceN56°37'W, 12.58 feet; Thence S33°23'W, 10.00 feet; Thence N56°37'W, 12.92 feet; Thence N33°23'E, 4.67 feet; Thence N56°37'W, 24.50 feet; Thence S33°23'W, 4.67 feet; Thence N56°37'W, 13.08 feet to the TRUE POINT OF BEGINNING. TRACT FOR BUILDING E All that portion of the SEP of Section 12, T5S, R80W of the 6th P.M., Eagle County, Colorado, described as follows: Commencing at the Southeast Corner of said Section 12 from which the Southwest Corner of the SEP of the SEP of said Section 12 bears N89°35'41"W, 1306.39 feet; Thence N58°53'42"W, 1270.11 feet to the Southwesterly line of that tract of land as described in Deed recorded in Book 269 at Page 973 of the records of Eagle County, Colorado; Thence N15°50'45"W, 151.07 feet to the TRUE POINT OF BEGINNING; Thence N75°07'W, 13.08 feet; Thence N14°53'E, 4.67 feet; Thence N75°07'W, 24.50 feet; Thence S14o53'W, 4.67 feet; Thence N75007'W, 13.08 feet; Thence N14°53'E, 26.50 feet; Thence N75°07'W, 10.00 feet; Thence N14°53'E, 13'08 feet; Thence S75°07'E, 4.67 feet; Thence N14°53'E, 24.50 feet; Thence N75'07'W, 4.67 feet; Thence N14°53'E, 13.08 feet; Thence S75°07'E, 27.00 feet; Thence S14°53'W, 50.00 feet; Thence S75°07'E, 33.66 feet; Thence S14°53'W, 27.00 feet to the TRUE POINT OF BEGINNING. TRACT FOR BUILDING F Allthat portion of the SEP of Section 12, T5S, RBOW of the 6th P.M., Eagle County, Colorado, described as follows: Commencing at the Southeast Corner ofsaid Section 12 from which the Southwest Corner of the SEP of the SEP of said Section 12 bears N89°35'41"W, 1306.39 feet; Thence N58°53'42"W, 1270.11 feet to the Southwesterly line of that tract of land as described in Deed recorded in Book 269 at Page 973 of the record of Eagle County, Colorado; Thence N3°53'23"E, 89.78 feet to the TRUE POINT OF BEGINNING; Thence S69°02'W, 27.00 feet; Thence N20°58'W, 13.08 feet. T ence H69 02'E, 4.67 feet; Thence N20°58'W, 24.50 feet; Thence S69°02'W, 4.67 feet; Thence 1120°58'W, 13.08 feet; Thence N69°02'E, 27.00 feet; Thence 520°58'E, 50.66 feet to the TRUE POINT OF BEGINNING. WHEREAS said Vail Racquet Club Townhomes, a General Partnership, has caused the accompanying map to be prepared under the condominium ownership act of the State of Colorado and in accordance with the condominium declaration for Racquet Club Townhomes: NOW THEREFORE, said Vail Racquet Club Townhomes, a General Partnership, does hereby declare that the accompanying map is the map of Racquet Club Townhomes depicting the afore described tracts which are submitted to condominium ownership as provided In said condominium ownership act and which shows the layyout and location of the condominium units of said Racquet Club Townhomes on the property described to Section I of Exhibit A of the condominium declaration for Racquet Club Townhomes, and which also shows areas referred to in said declaration over which easements are being granted in accordance with said declaration for ingress and egress, for parking and for other purposes. IN WITNESS WHEREOF, Vail Racquet Club Townhomes, a General Partnership, has executed these presents this ---7afday cf r n- A.D., 1982 VAIL RACQUET CLUB TOWNHOMES, A GENERAL PARTNERSHIP Eric Berg, neral Partner Walter Kirch, General Partner ACKNOWLEDGEMENT STATE OFF C SS COUNTY The fore of instrument was acknowledged before me this o D., g y 198q by Eric Berg, as a General Partner and Walter Kirch, as a G ral Part of Vail Racquet Club Townhomes, a General Partnership. Witness my Hand and Official Seal. My Commission Expires // '2 / Not Public i ' SURVEYOR'S CERTIFICATE I, Frank R. Drexel, hereby certify that during the month of August 1979, a survey of the buildings as shown on the accompanying map was made under my supervision, that the buildings were in an advanced stage of construction, -'and that said buildings were constructed in accordance with. � mensions as shown on the Design Review Staff Approval TOWN OF VAI L By Joe Batcheller at 1:19 pm, May 15, 2015 Project Location uetClub Project Information Project Scope > Exterior modifications: Dining Room Extension and Deck extension/cantilever Project Square Feet Total 1406 sf Addition 98 sf Sheet Index A-0 Cover Sheet A-1 Existing And Proposed Deck Elevations A-2 Existing Lower Level Plan A-3 Existing Main Level Plan A-4 Existing Upper Level Plan A-5 Proposed Main Level Plan TOWN of VAIL Design Review Staff Approval By Joe Batcheller at 1:19 pm, May 15, 2015 ACDF Corp ACDF Corp PO Box 2487 Edwards, CO 81632 Scott Schmidt 970.390.6031 W0 0U = .Co .� > W 1 o U� L �o co M O r-- > 105.01.2015 Permit Set A-0 a w 1 r ~ ACV 1 Existing Exterior Elevation A-1 a� s,04 2 Proposed Exterior Elevation A-1 Design Review Staff Approval TOWN � By Joe Batcheller at 1:19 pm, May 15, 2015 ACD Corp ACDF Corp PO Box 2487 Edwards, CO 81632 Scott Schmidt 970.390.6031 W 0 0U 7 .� > m �-0 O U /LL'.1LL/ L �o Cr C -C M m 0 >� 05.01.2015 Permit Set A- 1 ADJACENT UNIT PORCH 6 CLIA ui ui ui ul - CLO 24" BENCH 30" 30" ENTRY BENCH UP CLO BATH 2 24" 24" - l uj 24" ~ BEDROOM 2 PORCH - UP LE[7`I BATH 1 32" �I KEY NOTES 1 EXISTING WALLS TO BE REMOVED E2 REMOVE AND RELOCATE EXISTING WINDOW TO NEW EXTERIOR WALL 3 REMOVE EXISTING SLIDING GLASS DOOR AND REPLACE WITH NEW UNIT IN NEW EXTERIOR WALL, REFERENCE SIERRA PACIFIC ORDER #90304898 4 REMOVE EXISTING RAILING AND FLOOR STRUCTURE CI NEW CANTILEVERED DECK AND RAILING TO MATCH EXISTING 6 REMOVE EXISTING EXTERIOR CEILING MOUNTED LIGHT AND REPLACE WITH WALL MOUNTED LIGHT FIXTURES ❑� NEW BASEBOARD HEATING - EXISTING WALLS AND CONSTRUCTION TO BE REMOVED EXTENT OF NEW WALLS AND CONSTRUCTION 30 N ELECTRICAL SYMBOLS SINGLE SWITCH WALL MOUNTED INCANDESCENT LIGHT FIXTURE BEDROOM 1 SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE 32" LINE OF DECK ABOVE 11 Existing Lower Level Floor Plan A-2 SCALE 1/4" = 1'-0" Design Review 0 . Staff Approval TOWN f1LJL By Joe Batcheller at 1:19 pm, May 15, 2015 ACDF - Corp ACDF Corp PO Box 2487 Edwards, CO 81632 Scott Schmidt 970.390.6031 C D w0 �U .Co .� m i o U� N L O cr_r_ U.0) � m O = 1'-, Cu ti > -;I- 05.01.2015 Permit Set A-2 ADJACENT UNIT PORCH 36" BENCH ni 30" 11 M ENTRY LIVING BASEBOARD HEATING, TYP DINING 105" �- 4( 2 M 3 V) r J DECK i =N 61,' 6'-9" �� 11'-10„ 2 00 I F4 -r di / 12'-9" / 19'-72" 1Existing Main Level Floor Plan A-3 SCALE 1/4" = V-0" / t. ACDF- x367'-- ______ ____________ - STAIRS ' DW Edwards, CO 81632 1 EXISTING WALLS TO BE REMOVED DN 30" 2 REMOVE AND RELOCATE EXISTING 00 KITCHEN 3 REMOVE EXISTING SLIDING GLASS DOOR AND REPLACE WITH NEW UNIT IN JE - - 0 SIERRA PACIFIC ORDER #90304898 -- 14J STRUCTURE NEW CANTILEVERED DECK AND RAILING 551 �I TO MATCH EXISTING - - J10 WALL MOUNTED LIGHT FIXTURES 7 NEW BASEBOARD HEATING 7� UP .C: a — — -- EXISTING WALLS AND U �- BASEBOARD HEATING, TYP DINING 105" �- 4( 2 M 3 V) r J DECK i =N 61,' 6'-9" �� 11'-10„ 2 00 I F4 -r di / 12'-9" / 19'-72" 1Existing Main Level Floor Plan A-3 SCALE 1/4" = V-0" / t. ACDF- Corp KEY NOTES ACDF Corp PO Box 2487 Edwards, CO 81632 1 EXISTING WALLS TO BE REMOVED Scott Schmidt 970.390.6031 2 REMOVE AND RELOCATE EXISTING WINDOW TO NEW EXTERIOR WALL 3 REMOVE EXISTING SLIDING GLASS DOOR AND REPLACE WITH NEW UNIT IN NEW EXTERIOR WALL, REFERENCE SIERRA PACIFIC ORDER #90304898 REMOVE EXISTING RAILING AND FLOOR 14J STRUCTURE NEW CANTILEVERED DECK AND RAILING 551 �I TO MATCH EXISTING F6 REMOVE EXISTING EXTERIOR CEILING MOUNTED LIGHT AND REPLACE WITH WALL MOUNTED LIGHT FIXTURES 7 NEW BASEBOARD HEATING d - .C: — — -- EXISTING WALLS AND D CONSTRUCTION TO BE w REMOVED O CU EXTENT OF NEW WALLS AND CONSTRUCTION -0 •� �> m i i -0 ELECTRICAL SYMBOLS o :3 V SINGLE SWITCH WALL MOUNTED INCANDESCENT LIGHT FIXTURE i N Q SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE C� cv m C Cu 11-1 105.01.2015 Permit Set Design Review Staff Approval By Joe Batcheller at 1:19 pm, May 15, 2015 TOWN OF VAIL A-3 A Existing Upper Level Floor Plan SCALE 1/4" = V-0" KEY NOTES ❑1 EXISTING WALLS TO BE REMOVED ❑2 REMOVE AND RELOCATE EXISTING WINDOW TO NEW EXTERIOR WALL REMOVE EXISTING SLIDING GLASS DOOR AND REPLACE WITH NEW UNIT IN NEW EXTERIOR WALL, REFERENCE SIERRA PACIFIC ORDER #90304898 REMOVE EXISTING RAILING AND FLOOR STRUCTURE NEW CANTILEVERED DECK AND RAILING TO MATCH EXISTING REMOVE EXISTING EXTERIOR CEILING MOUNTED LIGHT AND REPLACE WITH WALL MOUNTED LIGHT FIXTURES C NEW BASEBOARD HEATING EXTENT OF NEW WALLS AND CONSTRUCTION ELECTRICAL SYMBOLS $ SINGLE SWITCH � WALL MOUNTED INCANDESCENT LIGHT FIXTURE SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE Design Review Staff Approval TO WN Of VAIL " By Joe Batcheller at 1:19 pm, May 15, 2015 ACDF - .Corp ACDF Corp PO Box 2487 Edwards, CO 81632 Scott Schmidt 970.390.6031 d" a--� .C: w0 0U Co m i i 7C) (o 0 UrY � L N 0 0_ U.0) (D CO O co r_1 05.01.2015 Permit Set M" EXISTING WALLS AND CONSTRUCTION TO BE REMOVED EXTENT OF NEW WALLS AND CONSTRUCTION ELECTRICAL SYMBOLS $ SINGLE SWITCH � WALL MOUNTED INCANDESCENT LIGHT FIXTURE SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE Design Review Staff Approval TO WN Of VAIL " By Joe Batcheller at 1:19 pm, May 15, 2015 ACDF - .Corp ACDF Corp PO Box 2487 Edwards, CO 81632 Scott Schmidt 970.390.6031 d" a--� .C: w0 0U Co m i i 7C) (o 0 UrY � L N 0 0_ U.0) (D CO O co r_1 05.01.2015 Permit Set M" ADJACENT UNIT PORCH 36" 5'-7" ----I 36-------- -- STAIRS DW ljy� o ENTRY UP DN 3011 ------------- KITCHEN BENCH------------ Ic ------ – – – �J 10 --- -- -------------- W1 I --------- UP F- r U� BASEBOARD HEATING, TYP LIVING DINING 30" 6'-9" 11'-10" cN `0 1 �� O (V f— C7 I 0 66" - 1 NLx8- 98WO" a w 30" 30" - 66" z L7°0 EQ S2 u 5 w wo- ®o -- ALIGN WITH BEDROOM Z p 6 - 12'-9" WALLS ABOVE / BELOW �r NEW DECK 19'-8" 1 Proposed Main Level Floor Plan A-5 SCALE 1/4" = V-0" KEY NOTES 1 i i EXISTING WALLS TO BE REMOVED i 2 EXISTING WALLS TO REMAIN 3 REMOVE EXISTING SLIDING GLASS DOOR AND REPLACE WITH NEW UNIT IN NEW EXTERIOR WALL, REFERENCE SIERRA PACIFIC ORDER #90304898 4 REMOVE EXISTING RAILING AND FLOOR STRUCTURE 5 NEW CANTILEVERED DECK AND RAILING TO MATCH EXISTING 6 REMOVE EXISTING EXTERIOR CEILING MOUNTED LIGHT AND REPLACE WITH WALL MOUNTED LIGHT FIXTURES 7 NEW BASEBOARD HEATING 98.6 s.f. of GRFA (250 Addition) EXISTING WALLS AND CONSTRUCTION TO BE REMOVED EXTENT OF NEW WALLS AND CONSTRUCTION ELECTRICAL SYMBOLS SINGLE SWITCH WALL MOUNTED INCANDESCENT LIGHT FIXTURE SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE ALIGN WITH BEDROOM WALLS ABOVE / BELOW 0 Design Review Staff Approval 5TOWN F By Joe Batcheller at 1:19 pm, May 15, 2015 VAIL ACDF- Corp ACDF Corp PO Box 2487 Edwards, CO 81632 Scott Schmidt 970.390.6031 05.01.2015 Permit Set A-5 GENERAI* NOTES: E4 VAIL RAQUET CLUB TOWNHOME REMODEL JOB# 0204-15 kSIGN CRITERIA: ROOF LIVE LOAD (SNOW LOAD): 2800 PSI -ROOF PITCH EQUAL TO OR GREATER THAN 4:12 80 PSF -ROOF PITCH LESS THEN 4:12 100 PSF ROOF DEAD LOAD: 15 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF BASIC WIND SPEED (3 SEC GUST): 90 MPH WIND EXPOSURE: B SEISMIC DESIGN CATEGORY: C IBC/IRC EDITION: 2012 STRUCTURAL WOOD FRAMING 1. EXCEPT WHERE NOTED OTHERWISE, ALL 2" NOMINAL LUMBER EXCEPT STUDS SHALL BE DOUGLAS FIR -LARCH #2 AND BETTER. ALL SOLID TIMBER POSTS AND BEAMS 3" NOMINAL AND WIDER SHALL BE DOUGLAS FIR -LARCH #2 UNLESS NOTED OTHERWISE ON PLAN. 2. STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR -LARCH. 3, BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER OR A LUMBER OF NATURALLY DURABLE MATERIAL. 4. WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK. PROVIDE 1/2" CLEARANCE AROUND END OF WOOD BEAM. PROVIDE 2x TREATED BLOCKING EACH SIDE OF BEAM AT BEARING. 5. BLOCKING WITHIN FLOOR JOIST SPACES BENEATH POSTS NOTED ON PLAN SHALL BE OF EQUIVALENT AREA OF THE COLUMN ABOVE. SINGLE STUD TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR. 6. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH STANDARD WASHERS AND NUTS. 7. REFER TO THE 2012 IRC TABLE R602.3(1) OR 2012 IBC TABLE 2304.9.1 FOR MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED UPON REQUEST. AS STATED IN SECTION 2304.9.5 OF THE 2012 IBC SECTION 2304.9.5: FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED AND FIRE -RETARDANT -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA PWF 8. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRONG -TIE CONNECTORS OR EQUIVALENT. CONNETORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OF CONNECTOR MANUFACTURERS' RECOMMENDATIONS OR IN ACCORDANCE TO IBC SECTION 2304.9.5.1. 9. WOOD NAILER PLATES ON STEEL BEAMS FOR TOP -FLANGE HANGERS SHALL BE RIPPED TO MATCH THE STEEL BEAM FLANGE WIDTH. 10. EXTERIOR WALLS SHALL BE 2x6 STUDS @ 16" ON CENTER OR AS DESCRIBED BELOW, UNLESS NOTED OTHERWISE ON PLAN: WALL HEIGHTS 12'-6 AND LESS: 2x6 STUDS @ 16" WALL HEIGHTS FROM 12-6 THROUGH 14'-6: 2x6 STUDS @ 12" WALL HEIGHTS FROM 14'-6 THROUGH 17-4: (2)-2x6 STUDS @ 16" WALL HEIGHTS GREATER THAN 17-4: CONTACT ENGINEER CAP WITH A DOUBLE 2x6 TOP PLATE OVERLAPPING AT CORNERS AND AT INTERSECTIONS WITH OTHER PARTITIONS, IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES WITH STEEL STRAP TIES (SIMPSON ST292) AT THE OUTSIDE CORNER. . GABLE END WALLS SHALL BE BALLOON FRAMED TO THE BOTTOM OF RAFTERS, LOOKOUTS OR GABLE END TRUSS. . WALLS SHALL BE SHEATHED WITH 7/16" THICK APA RATED PLYWOOD OR OSB SHEATHING RATED 24/16, EXPOSURE 1. BLOCK ALL HORIZONTAL JOINTS: 8d NAILS AT 6" AT PANEL EDGES AND 8d NAILS AT 12" AT INTERMEDIATE SUPPORTS. PROVIDE (3)-2x10 HEADERS OVERALL DOOR AND WINDOW OPENINGS WITH ONE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED OTHERWISE. . NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. . ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW. 11. INTERIOR LOAD BEARING WALLS ARE 2x4 OR 2x6 STUDS AT 16" ON CENTER WITH 1/2" GYPSUM WALL BOARD BOTH SIDES. CAP WITH A DOUBLE TOP PLATE TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIONS. IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES WITH STEEL STRAP TIES (SIMPSON ST292) AT THE OUTSIDE CORNER. . PROVIDE (2)-2x10 HEADERS OVERALL DOOR AND WINDOW OPENINGS WITH ONE 2x4 OR 2x6 TRIMMER AND ONE 2x4 OR 2x6 KING STUD EACH SIDE UNLESS NOTED OTHERWISE. . NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. . ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW. 12. AT BEAM BEARING LOCATIONS IN STUD WALLS, PROVIDE MULTIPLE -STUD POSTS EQUAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE. 13. FLOOR SHEATHING: PROVIDE 3/4" THICK APA RATED STURDIFLOOR RATED AT 24" ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR CONSTRUCTION. GLUE AND NAIL PANELS TO ALL SUPPORTS: 8d NAILS AT 6" AT PANEL EDGES AND 8d NAILS AT 12" AT INTERMEDIATE SUPPORTS. INSTALL SHEATHING WITH LONG DIMENSION PERPENDICULAR TO JOISTS AND STAGGER JOINTS. 14. LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: FLEXURAL BENDING STRESS: 2800 PSI MODULUS OF ELASTICITY: 2,000,000 PSI TENSION PARALLEL TO GRAIN: 1950 PSI COMPRESSION PARALLEL TO GRAIN: 3000 PSI COMPRESSION PARALLEL TO GRAIN: 750 PSI PERPENDICULAR TO GLUE LINE HORIZONTAL SHEAR: 285 PSI FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS. GENERAL REQUIREMENTS: 1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF DISCREPANCIES IN DIMENSIONS ARE DISCOVERED. 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE, THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING IN THE PROPER SEQUENCE, AS MAY BE REQUIRED TO ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN CONTRACT). ABBREVIATIONS LIST A.B. ABV. ADJ. ALT. ARCH. BLKG. BM. BRG. CANT. CLR. COL. CONC. CONT. DWL. (E) - EA. EQ. EXP. EXSTG. FDTN. FTG. HDR. HORIZ. INFO. INV. JSTS. LONGIT. MANF. (N)- O.C. R REF. REINF. SCHED. STL. T.B. TO TOF TRANSV TRTD. TYP. VERT. VIF W.P. W/ ANCHOR BOLT ABOVE ADJACENT ALTERNATE ARCHITECT BLOCKING BEAM BEARING CANTILEVER CLEAR COLUMN CONCRETE CONTINUOUS DOWEL EXISTING EACH EQUAL EXPANSION EXISTING FOUNDATION FOOTING HEADER HORIZONTAL INFORMATION INVERTED JOISTS LONGITUDINAL MANUFACTURER NEW ON CENTER PLATE REFERENCE REINFORCING SCHEDULE STEEL THROUGH BOLT TOP OF TOP OF FOOTING TRANSVERSE TREATED TYPICAL VERTICAL VERIFY IN FIELD WATERPROOF WITH CONNECTION SCHEDULE ® SIMPSON LSU28 © SIMPSON HUC28-2 3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE WATERPROOFING @ FLASHING SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PER CONTRACTOR 4, OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO SCHEDULE THIS VISIT. 5. IF NEW CONSTRUCTION ADJOINS AN EXISTING STRUCTURE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, ELEVATIONS AND ALL EXISTING CONDITIONS. UNDERPINNING AND SHORING OF EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN CONTRACT), 6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. (N) -2x6 DECKING PER ARCH. ®TYP. INDICATES (N) -CONT. 2x8 TRTD. III LEDGER W/ (3)-10d NAILS & (1)-3/16" 0 x 4" TIMBER-LOK SCREWS @ 12" O.C. Ave (E) -2x6 EXTERIOR WALL (E) -2x6 EXTERIOR WALL (E) -2x10 CONT. RIM -BOARD (NID / (E)-3/4" T&G PLYWD. _ PER PLAN (E) -TO PLYWD. M (E) -2x10 JOIST PER PLAN (E) -(2)-2x10 PER PLAN (E) -2x10 JOISTS PER PLAN " = 1'-0 c CID U LLJ D 0 U Q U) c 0 z O 0 LU a: E o W ~ z w w z C7 z PROJECT: 0204-15 DRAWN BY: JPL REVIEWED BY: JPL D A T E : PERMIT 04.28.15 REVISIONS: GENERAL NOTES & DETAILS S1 A LJ LJ J o n n I T � u i 25'-4" 16 -5f"' ern— n u u — tr 3-6z' n —u El r ir� L J LIL 1 LJ 8'-6-fl"3-611" 3-5z 9.32 I I I (E) -CONCRETE SLAB (E) -CONCRETE FOOTING, TYP. rj ON GRADE, TYP. � I I (E) -CONCRETE FOUNDATION LJ WALL, TYP. r J (E) -CONCRETE SLAB L ON GRADE, TYP. J L? LJ LJ 6-42" 5'-102" 13'-1 " �C Co N FOUNDATION PLAN SCALE: 1/4" = 1'-0 N PLAN NOTES: 1. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. lqi- CD 0) N O r- � CO — M N — I� co x 00 ci ai 00 rn rn m U O o d O rn m m � D� - —1 c) c) w OC O -00 0w=-� O — . V m i CO J r-- � m � PROJECT: 0204-15 DRAWN BY. JPL REVIEWED BY. JPL DATE 'PERMIT 04.28.15 REVISIONS: FOUNDATION PLAN S2 INDICATES EXISTING BUILDING, TYP. INDICATES EXISTING PARTY WALL, TYP. INDICATES (N) -CONT. - 2x8 TRTD. LEDGER W/ (3)-10d NAILS & (1)- 3/16" Ox 4" TIMBER-LOK SCREWS @ 12" O.C. INDICATES NEW DECK INDICATES EXISTING L ENTRY PATIO, TYP. INDICATES EXISTING — FOUNDATION, TYP. _E7 INDICATES (E)- INTERIOR BEARING WALL, TYP. VERIFY EXISTING STUD PACK W/ ENG. PRIOR TO r.nrVCTRI Ir'.TInN Cr I-_7 - 4 N W 7d INDICATES (N)-2 x 10 BLKG. @ END OF BACKSPAN J MAIN FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0 PLAN NOTES: N 1. NEW POSTS CONTINUOUS BELOW ARE INDICATED: E NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 2. EXSTG. POSTS CONTINUOUS BELOW ARE INDICATED:; EXSTG. POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICTED: �� 3. (E) -EXISTING FRAMING INDICATED AS THUS: (- — — -) (N) -NEW FRAMING INDICATED AS THUS: ( ). 4. EXSTG. INTERIOR STUD BEARING WALLS ARE INDICATED: 5. DO NOT SCALE DRAWINGS. Nr o v cNo N � x o0 00 m U OZ �O Q c C) r - o M � M 6 c3i It qt O� m 00 rnrn 2 Q d c O cD z W W z z m USG Lu rr 0 — OU 0Lu=J OQ U QC'3ooi r)c) J PROJECT: 0204-15 DRAWN BY: JPL REVIEWED BY. JPL D ATE. PERMIT 04.28.15 REVISIONS: MAIN FLOOR FRAMING PLAN S3 INDICATES EXISTING 6x12 (DR(JPPEp) w ROOF, TYP. INDICATES EXISTING 0's @ 1 0. OiS'J BUILDING, TYP. x (E) - 2�10's 11 q 0.�. � ill Illlr;� INDICATES (E)- INTERIOR BEARING WALL, TYP. IIII INDICATES EXISTING PARTY WALL, TYP. IIII IIII OPEN TO BELOW III IIII REMOVE EXISTING IIII WALL IIII IIII INDICATES EXISTING BEAM TYP. -(3)-2x12 (E) -(3)-2x12 1717T -7T: Z (E) - (2)-2x10's CANT. __jlE) - (2) -2x10's o w a. 4 z U INDICATES EXISTING _ DECK BELOW EO _ INDICATES NEW O EXTERIOR WALLS co10 +e INDICATES NEW DECK BELOW U O V o - X N n +0 s�. LOW ROOF / UPPER FLOOR FRAMING PLAN SCALE: 1/4"=1'-0 PI AN N(1TF4- N 1. NEW POSTS CONTINUOUS BELOW ARE INDICATED: m NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 2. EXSTG, POSTS CONTINUOUS BELOW ARE INDICATED:; EXSTG. POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICTED: �� 3. (E) -EXISTING FRAMING INDICATED AS THUS: (– — — –) (N) -NEW FRAMING INDICATED AS THUS:(—), 4. EXSTG. INTERIOR STUD BEARING WALLS ARE INDICATED: 5. DO NOT SCALE DRAWINGS. It 0 0co J N — ti co 00 a O � � coU -0 U o0 OZ rnrn U <0E5> 0-0 = Q a J N O c — z w w z C7 z PROJECT: 0204-15 DRAWN BY: JPL REVIEWED BY: JPL D A T E: PERMIT 04.28.15 REVISIONS. LOW ROOF / UPPER FLOOR FRAMING PLAN J W O -0 U Ow=J - OQ U <0E5> M 0 o J m PROJECT: 0204-15 DRAWN BY: JPL REVIEWED BY: JPL D A T E: PERMIT 04.28.15 REVISIONS. LOW ROOF / UPPER FLOOR FRAMING PLAN — — — INDICATES EXISTING ROOF, TYP. INDICATES EXISTING ROOF BELOW INDICATES EXISTING BUILDING, TYP. �— 1 _ T(EF-(3)-2�x 12— (E)�- ,1)_2x12 (E)-(3)-2�t12 I I (E) I- 2x1 O's @ 116" O.C. I FI :1 F-- LJ ( /� / x 12 (ROf� �D) 1 � �DROf PED) I—I / Lll — --- — — — — 1I IN�ICATIES ELTIN� BEAM, TIYP. 10's @ 1 —I IIII � I O I INLA�ES ELTIN�— � P RTY, ALLP. v� I I I ' III J E - 2x10's 16" �.C. ,d E) - 6 x 1� �DROItPED) — Il Illi 111,1 � LIII I IIII I _ (E) - 2bC10's @ 16" O.Ic. O-(3)- 12 — L I LL� I I LI )-2L-2 x1 i�E)-(3 -2 x 1 E)_(3)f x 1 INDICATES EXISTING DECK BELOW HIGH ROOF FRAMING PLAN SCALE: 1/4"=1'-0 PI AN r\I(ITFC 1. NEW POSTS CONTINUOUS BELOW ARE INDICATED: E NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 2. EXSTG. POSTS CONTINUOUS BELOW ARE INDICATED: ; EXSTG. POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICTED: L-, 3. (E) -EXISTING FRAMING INDICATED AS THUS: (– — — –) (N) -NEW FRAMING INDICATED AS THUS: ( ). 4. EXSTG. INTERIOR STUD BEARING WALLS ARE INDICATED:` 5. DO NOT SCALE DRAWINGS. m N O �f � Co — co N — � M x 00 ci ci � � 00 U pC o 0 �OU aZ' W > J QC�m> c 0 J m cD z w w z c� z PROJECT: 0204-15 DRAWN BY: JPL REVIEWED BY: JPL D ATE: PERMIT 04.28.15 REVISIONS: HIGH ROOF FRAMING PLAN S5 U L:: W pC O �OU O W = J QC�m> QO J m � PROJECT: 0204-15 DRAWN BY: JPL REVIEWED BY: JPL D ATE: PERMIT 04.28.15 REVISIONS: HIGH ROOF FRAMING PLAN S5 PER PLAN (N) -TO DECKING (N)-2 x 10 BLKG. BTWN. JOISTS @ BRG. WATERPROOFING @ FLASHING PER CONTRACTOR (N) -2x6 DECKING PER ARCH. — (N)-2x8's SISTERED TO 2x10's @ 12" 0. C. (N)-2 x 10 BLKG OF BACKSPAN FLUSH @ BOT. (N)-2 x 10's PER (N) -2x6 EXTERK (N)-3/4" T&G PLYvvu. (N)-2 x 10 BLKG @ END OF BACKSPAN (N) -CONT. 2x8 RIM W/ (3)-10d NAILS 4'-8" MAX. L_ 5'-0" MIN. �— (E)-(3)-2 x 12 HEADER (VIF) (E) -WINDOW PER PLAN BOX NAILS (N) -TO PLYWD. J SCALE: 3/4" = 1' It o o rl- O) N O I, - It CD - M N - r- M x 00 O) 6 Op rnrn m V O O 0Z a_ O = x C m U � � Lu 0 D OU Caw=J QC�m> C) O J m � d' PROJECT: 0204-15 DRAWN BY. JPL REVIEWED BY : JPL D A T E : PERMIT 04.28.15 REVISIONS: DETAILS '1-J