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HomeMy WebLinkAboutVail Village Filing 7 Tract B Northwoods F7.pdf PERMIT SET BRILLEMBORG RE OD M EL 0401402004 NORTHWOODS UNIT F -7. VCOLORADO GENERAL NOTES. PROJECT TEAM. -PROJECT SUMMARY DRAWING INDEX 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS CONDITIONS AND UTILITY LOCATION T E LOCATIONS PRIOR O B GINING ANY CODE. ARCHITECTURAL WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. ARCHITECT UNIFORM BUILDING CODE 2000 EDITION A 000 coVERSNEET 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR K.H. WEBB ARCHITECTS P.C. A 101 1/4 n LEVEL I DEMO AND PROPOSED AREAS. OCCUPANCY CLASSIFICATION: 953 SOUTH FRONTAGE RD. SUITE 216 „ A 102 1/4 LEVEL 2 DEMO AND PROPOSED 4. PLAN DIMENSIONS AIL, CO 81657 TYPE R, DIV. SIONS ARE TO FACE OF STUD,CENTERLINE OF STEEL,TIMBER,STUD COLUMNS,OR ? FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE PH. 970.477.2990 A I OJ II4�� LEVEL 3 DEMO AND PROPOSED TO TOP OF CONCRETE,TOP OF PLYWOOD,OR TOP OF WALL PLATES OR BEAMS UNLESS „ FX 9704772965 A I O4 I/4 LEVEL 4 DEMO AND PROPOSED , . . OTHERWISE NOTED. CONSTRUCTION TYPE. studio@khwebb.com` A 105 I/4 LEVEL 5 DEMO AND PROPOSED 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE FR 2 CONTACTS: BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,TOILETS,TOLIET A 106 1/4” LEVEL I AND 2 ELECTRICAL PLANS ACCESSORIES, CABINETRY, COUNTERTOPS,SHELVES,CLOSET RODS AND FALSE BEAMS. KYLE H. WEBS A 107 , 1/4" LEVEL 3 ELECTRICAL PLAN 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR - TYPES. GENERAL CONTRACTOR — A 20 I I/4" WEST AND.SOUTH.BUILDING ELEVATIONS 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR' WINDOW TYPES. NEDBO CONSTRUCTION A 202 1/4" NORTH ELEVATION EXISITING P.O. BOX 3419 A 203 1/4 NORTH ELEVATION PROPOSED 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR - AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. VAI L, CO 81658 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRA CTOR PH. 970.845.1 001 A 210 3/8' INTERIOR ELEVATIONS FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT,THEY SHALL IMMEDIATELY NOTIFY THE FX. 970.845.9979 SYMBOLS ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY . IN THE PROJECT. CONTACT. --- A 301 3/8" BUILDING SECTIONS PATRICK PINNEL 1 t 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES A4.00 A4,1 A AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERENED BY THE S I STRUCTURAL COVERSHEET UNIFORM BUILDING CODE 1997 EDITION. COMPLIANCE IS MANDATORY. THE CONSTRUCTION _ � DetalArea Reference D STRUCTURAL ENGINEER Sect�onCut Reference DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES -� INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. S2 FRAMING PLANS mow EL: V-0" 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND KRM CONSULTANTS INC.. A3.o S3 FRAMING PLANS OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHING OR P.O. BOX 4572 VAIL CO. 81658 SECTIONS & DETAILS DRILLING OF ANY CAST-IN-PLACE CONCRETE,STRUCTRUAL FRAMING,OR ANY OTHER Elevation Reference- Elevation Symbol S4 PH. 970.949.9391 STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTREGRITY OF THE CONSTRUCTION. 1 A4.1 A A-2. 12. THE GENERAL R HALL ERFI ALL EXISTING GRADE AND ALE H ERA CONTRALTO S V Y S SC OUT THE FIRE PROTECTION 0 BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TOBEGINING ANY SITE Detail Cut Reference Large Area Detail Reference WORK. DESIGN/BUILD Al2/31/13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS,ROOF&DECK 1 12/31/1999 SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE&SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. , Revision Cloud Revision Symbol 14. SUBSTITUTIONS OF"EQUAL"PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECTS WRITTEN APPROVAL. 0 1 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR,MATERIALS TRANSPORTATION,SUPPLIES, Grid Bubble Material Tag EQUIPMENT, ETC,TO OBTAIN A COMPLETE 1 OB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. , 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING MEW— UT_ ALL UTILITIES BE D MINIMIZE EXCAVATION D ILITIES. A UT IT ES SHALL LOCATE TO MINI AN VEGETATION IMPACTS TO THE SITE. 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE EXCAVATION, ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE. 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPENCIES VERIFY WITH ARCHITECT. RECEIVED loom AV 1w law 953 South Fronts e Rd West Suite 216 ® � g - r c I t e c t - s c Vai - N l Colorado 81657 studio@l<hwebb.com 970.477.2990 Ln 1C LA_ o 0o 0% N Ov � ilk a 1 P•) C` t N \t � � LLJ LLJ MAY 81-711 AL 4 fipw Ll of FRI HW a CLOSET sTOR "� INSTANT HOT WATER HEATERS, PROVIDE 6 GAL. PER MIN. top LAUNDRY a BATH #11 -cO — — — ONING BD. 21-6 ° 2'- 3'- - - - - - -II I � — T- - - ,- - STATION = UN N STOR I I EXISTING ELECTRICAL STOR. 2'-6,1 A v I I SUB-PANEL W I RELOCATED, RESIZEQ ELECTRICAL ab �IN I-O— — T-� BATH #1 SUB-PANEL •- A. CLOSET j l I I ARCHED I �' q %w A4 OPENING m 8" 0 W 0' l 2'-5" S = � RELOCATED SEWER CLEAN OUT � v / I RELOCATE EXISTING SEWER „; : _ .:. -"' °' � �C LL- — CLEAN OUT n M "CPT CPT E LEV. w 1 2 I I E LEV. 2'-0" '-8" v); I I 13 o "U " U' v °F COto O GUEST O �P �o GUEST BE OM #1 KYLE H. ° O BEDROOM #1 WEBB 0 ENTRY FOYER � ENTRY FOYER 0 0 U `� oC GENERAL DEMO. PLAN NOTES O1 DASHED LINES DENOTE EXISTING WALLS, DOORS, a o AND FIXTURES TO BE REMOVED. D PATCH AS REQUIRED. ;o 0 0 2O RELOCATE EXISTING HOT WATER LINES IN HALL W CLOSET. 3O RELOCATE EXISTING TELEPHONE JACK AND ELEC. L� z OUTLET FOR SECURITY SYSTEM ® RELOCATE EXISTING ELECTRICAL SUB-PANEL G1C m ,r PROJECT : 2326 DRAWN BY : DATE : 04.14.04 1 LEVEL 1 BATHROOM DEMO 2 LE �1BATHR00MPROPOSED . R E V I S I O N S 1/4 - 1 -0 1/4 FLOOR PLANS A ] 01 0o 0% N O ^; pl- ct' J O �p O N O� N W � to O W D O GC W C.7 e � F- O O �.n M 6n Yt • Q �rK STAIRS STAIRS N colt t&"`4t* fA te a o C� F co ELEV. LOSER CLOSET co KYLE H. ° ELEV. CLOSE CLOSET POCKET D j POCKET DR. WEBB 'c 203 $6 Q 2468 0 N CPT CT r4N m Li I MASTER Ll - BEDROOM �^ NEW MASTER ENCLG SHOWER SURE BEDROOM "M �---� 3 nzio —� OMASTER _ Z BATH MASTER o tD BATH _ _ HE MAT, SEE ELECTRICAL Lou �°' D WINGS �= C Z o O � G C CD ® " AA A'Oh = Q _ GENERAL DEMO. PLAN NOTES "BEVERLY" PLATINUM SERIES TUB DASHED LINES DENOTE EXISTING WALLS, DOORS, BY AMERICH TUBS AND FIXTURES TO BE REMOVED. "` ldm PATCH AS REQUIRED. "` O RELOCATE EXISTING STEAM CONTROLS O LOCATION OF EXISTING STEAM GENERATOR TO REMAIN ® EXISTING ELECTRIC BASEBOARD HEATER PROJECT : 2326 D RAW N BY : DATE : 04.14.04 REVISIONS : 1 LEVEL 2 MASTER BATHROOM DEMO LEVEL 2 MASTER BATHROOM PROPOSED 1/4.. = 1'-0.1 (D_ 1/4" = 1'-OBI FLOOR PLANS Al 02 v� o v► 0o 0% O N V J_ _0 42" WIDE OUTDOOR ' GAS FIREPLACE BY HEAT-N-GLO ^4 ry W r- 41" WIDE VIKING o H OUTDOOR GAS GRILL ° a- v 1 v A202 - W UP 2 `z �y0 A202 c 7 STAIR LANDING LINE OF DECK ABOVE BALCONY u DESIGNER SERIES 4 6n . ABOVE Al't =,N PANEL SLIDING ° FRENCH DOORS BY ❑ __ - _ PELLA (R.O. = 6'- 96 SQ. FT. SLOP D DEMO EXIST. WINE ROOM '` „ — — U EXTERIOR WALL (UNDER STAIRS) ~� 4-0 x 5-6 � AWNING @ W/ DASHED LINEIS 25 s ' FT. N BOTTOM • o- - - - - - - - - - - - — ❑ ® 6_ -B. Q E 1 - - -I- - - - ` ,� EQ. - _ Aft pw Tv DINING \ \\\\\\ I BEAM ABOVE \ \ \ •... LEVEL 2 BELOW EXISTING STAIR FOR UNIT 8 6811 8'-2j" c J BREAKFAST DININ BR AKFA T LIN. 42 A.F.F. WINE Q BELOW COOLER Fin 36 A.F.F. BEAM A OVE 4 7 KITCHEN —o - - - - - - __ OF Coto ❑ — — — — — — — — M (CAE. BY THURSTON) 2 ❑ STAIRS ® � co KYLE H. STAIRS ❑ - - - _ _ _ ❑ _ m - WEBB `" 0 �� �. PROTECT AND PRESERVE - a N ? N o o C 203 6 KITCHEN I I KITCHEN APPLIANCES TO a W r � �I BE RELOCATED? a _ ❑ '� – – D.W. z M o I ❑_ui REF. I �I °a o a � o DN. –I– o D�N. �z 0 0 BEAM I- - -U1– _ J o = BEAM Ov La ABOVE L – – – – – – - ABOVE fMt 7. EXISTING HVAC DUCT — -- — — z EXISTING HVAC DUCT — — _— — —— — — °C — — aJ WORK WORK olz n a 4 ❑ u = a � ELEV. - ELEV. 1-2 i REMOVE SPIRAL 21-811 G STAIR CASE N DOWN- TV PR T / \ \/ BYOTME �/ I VVV o BALCONY BALCONY �n __j SPIRAL STAIR � � 1 G � 1� ABOVE 05l-�„ 6 ABOVE 1�1 C O Li LIVING W 4x3x LAa' �MO,UUNTING �A E TO LIVING FFA% a /, DE OF FLOG Woo P. OEI INDOWS TO MATCH EAST ❑ WINDOWS _ CONVERT EXISTING FIREPLACE TO GAS "HARGROVE TWILIGHT GENERAL DEMO. PLAN NOTES INFERNO" P R O J E C T : 2326 DRAWN BY : ❑1 DASHED LINES DENOTE EXISTING WALLS, DOORS, D A T E : 04.14.04 AND FIXTURES TO BE REMOVED. PATCH AS REQUIRED. REVISIONS : ❑ RELOCATE EXISTING THEROMOSTAT ❑ RELOCATE EXISTING FIRE ALARM PULL ® RELOCATE EXISTING MOTION SENSOR ❑5 RELOCATE EXISTING TELEPHONE JACK, ELECTRICAL OUTLET, AND/OR CABLE JACK FLOOR PLANS LEVEL 3 DEMO. LEVEL 3 PROPOSED ,' 1/4" = 1'-0" 2 1/4" = 1'-0" A ] 03 Lj- Za Zn \ ;_0 Z 10, rN O-.J C= r- dk %- jw top IRO, H Or LINE OF LANDING AND BALCONY ABOVE L [n51-611 01 NE OF STAIR RUN NEW LAN DING, RAILING TO AND LANDING MATCH 5th FLOOR Ln ul F V) un ABOVE RAILING TO BE REMOVED AND r, r, LEVEL 3 BELOW PROPOSED LANDING ADDED UP 01% — — — — — - -- - — — — — — — — — — — — — — — — — — — — —/- DN. 5 I.-S 7.2511 DN. 1--DN. BALCONY .-S S 7. i -- DN. BALCONY 4T.'s T.- -&SIM fi r/Ar 0 LEVEL 3 BELOW EXISTING BEDROOM #2 t BEDROOM #2 Irw • BEDROOM #1 BED #1 OF Coto BATH #2 BATH #2 KYLE H. BATH #1 BAT #1 7 14 WEBB 203 6 UP U1 LOFT T ELEV. w ELEV. (PLATFORM RIGHT "T P_ LATFopm SYMM ............ I OPEN TO BELOW ov 6 7 .mow 4 3 qLAM- 4co 1611%w 1/4 x 3 x FLAT C) MOUNTING PLATE TO BE FASTEN TO SIDE OF FLOOR SYSTEM LJA OPEN TO BELOW L P R O J E C T : 2326 D R A W N BY : D A T E 04.14.04 R E V I S IONS : FLOOR PLANS LEVEL DEMO. LEVEL PROPOSED 1/4" D1/ Al 04 Zo L^ \\\\ CQ Q� 1 • V �! o 10L r \� C= ~_ N a ® �t LANDING TO BE '' ' a REMOVED AND W DECK TO BE CUT B4CK TO MATCH LEVEL 4 0 3'-6" arc DECK II II � Q II II z II II « 15 7,5 1 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z 14 1 11 m CD 0 n BALCONY BALCONY M • -- .. ^ 0 • v LOFT BEDROOM LOFT BEDROOM Aso's N C 0. C O CO. CO t SAO � o BATH #1 N. ATH #2 N � ® gA N. A H #2 0 0 0 0 ®- � y � a +$ KYLE H. ° - WEBB ATTIC STORAGE ATTIC STORAGE 2 16 ATTIC STORAGE ATTIC STORAGE ELEV. ELEV. DOWN 9 ( RIGHT PLATFORM VI BY OTHERS too Low 1 8 1 051 4 r � V! OPEN TO BELOWw FF1 11 y L I FF PROJECT : 2326 DRAWN BY : DATE : 04.14.04 REVISIONS : FLOOR PLANS LEVEL 5 DEMO. LEVEL 5 PROPOSED 2 1/4" = V_w A ] 05 r� �n U\. a \GENERAL ELECTRICAL NOTES: LIGHTING SYMBOLS o r. 1. RE-SWITCH & RE-PLUG ALL ELECTRICAL `* W/ DECORA AND DIVA DIMMERS AFTER A CEILING MOUNTED LIGHT $ SWITCH -+ PAINTING 3-WAY SWITCH B © PENDANT LIGHT/CHANDELIER $3 2. REMOVE ALL UN-USED J-BOXES, CAPS, C MULTIPLE SWITCH �o c AND LIKE ITEMS O RECESSED CAN LIGHT: y $4 N a ADJUSTABLE DOWNLIGHT DIMMER RECESSED CAN LIGHT: D AD1 ADJUSTABLE SPOT TRIM VARIABLE a �--► RECESSED CAN LIGHT: TIMER T u sc SCOOP TRIM � x' Os SMOKE DETECTOR 0 _ Q D © RECESSED LENSED SHOWER LIGHT DUPLEX OUTLET � W E 01 WALL MOUNTED SCONCE ®= QUAD OUTLET Q F- F F� FLUORESCENT STRIP LIGHT GFI GROUND FAULT DUPLEX OUTLET G 000 n WALL MOUNT VANITY LIGHT �2�0 220 OUTLET H c--- UPIDER-CABINET STRIP LIGHT OUTDOOR ELECTRICAL OUTLET I TR HANGING TRACK LIGHT WALL MOUNTED TELEPHONE OUTLET a J ❑S SPEAKER 0 ti 2 RG6 COAXIAL K BATHROOM EXHAUST FAN L So WALL MOUNT STEP LIGHT O JUNCTION BOX GRAFIK EYE M 15" LANDSCAPE LIGHT a SET h V 4a O v L D 0 t" F Coto `o KYLE H. ° - L R 4� D - WEBB A 220 w STAIRS STOR. FL -1- GFI � OEXISTING ELECTRICAL SUB-PANEL W to J THERMOSTAT FOR W HEAT MAT r = GFI Dn � D D E LEV. w Ln 0_0j 2 EXISTING LIGHTS:] U UEST I— O LOSE CLOSET BEDROOM #1 ELEV. w f �1 ( � �- ull) � o OJ ENTRY FOYER ❑ THERMOSTAT FOR W O O HEAT MAT I O D SJ O V CLOSET LIGHT ON MOTION DETECTOR L Li MASTER 0 BEDROOM I I FI (0 MASTER BATH Fl 3 SWITCH TO ` P R O J E C T : 2326 WHIRLPOOL 4 O1 D R A W N BY DATE : 04.14.04 GENERAL ELEC. PLAN NOTES GENERAL ELEC. PLAN NOTES REVISIONS : �1 PROVIDE ELECTRICAL POWER IN IRONING STATION O1 POWER FOR WHIRLPOOL �2 RELOCATE EXISTING HOT WATER LINES IN HALL RELOCATE EXISTING STEAM CONTROLS CLOSET. 3 RELOCATE EXISTING TELEPHONE JACK AND ELEC. O LOCATION OF EXISTING STEAM GENERATOR TO O OUTLET FOR SECURITY SYSTEM REMAIN EXISTING® RELOCATE EXISTING ELECTRICAL SUB-PANEL O REMOVED ELECTRIC BASEBOARD HEATER TO BE 5� ELECTRICAL DESIGN/BUILD FOR NEW HOT WATER ELECTRICAL PLANS SYSTEM. a LEVEL 1 1 LEVEL 1 BATHROOM RCP (j)L EL 2 MASTER BEDROOM RCP 1/4 - 1 0 /4 - 1 0 A ] 06 ZO 6A �O 00 O� GENERAL ELECTRICAL NOTES: LIGHTIIJG SYMBOLS o r. 1. RE-SWITCH & RE-PLUG ALL ELECTRICAL `t W/ DECORA AND DIVA DIMMERS AFTER A -0 CEILING MOUNTED LIGHT $ SWITCH __j C= PAINTING o� B © PENDANT LIGHT/CHANDELIER 3-WAY SWITCH 3 2. REMOVE ALL UN-USED J-BOXES, CAPS, C O RECESSED CAN LIGHT: $4 MULTIPLE SWITCH N a . AND LIKE ITEMS ADJUSTABLE DOWNLIGHT DIMMER � APRECESSED CAN LIGHT: D J ADJUSTABLE SPOT TRIM VARIABLE a RECESSED CAN LIGHT: TIMER W Osc SCOOP TRIM T Os SMOKE DETECTOR o Q D © RECESSED LENSED SHOWER LIGHT DUPLEX OUTLET CX= FIRE E 01 WALL MOUNTED SCONCE QUAD OUTLET r F FL FLUORESCENT STRIP LIGHT GFI GROUND FAULT DUPLEX OUTLET 4- G n n n n WALL MOUNT VANITY LIGHT X220 220 OUTLET R= H ° UNDER-CABINET STRIP LIGHT OUTDOOR ELECTRICAL OUTLET I I M I TR HANGING TRACK LIGHT WALL MOUNTED TELEPHONE OUTLET a J ❑S SPEAKER 2 RG6 COAXIAL PATIO I K BATHROOM EXHAUST FAN � — — —— SNOWMELT RELOCATED LIGHTS L So WALL MOUNT STEP LIGHT J JUNCTION BOX QO 15" LANDSCAPE LIGHT GRAFIK EYE a Y H 4- © 5 O3 db DI IN P • AD ADJ C v BREAKFAST L ADJ 0 s 0 Qi +44 GF4 GFN e �QF Coto"Y G I KYLE H. O° F EBB STAIRS KITCHEN 203 86 G 22 220 E LEV. � o L.Li °o 0 Iz- LIVING SWITCH W/REMOTE CONTROL P O RE 0,/ PROJECT : 2326 DRAWN BY : DATE : 04.14.04 GENERAL DEMO. PLAN NOTES REVISIONS : O N/A O RELOCATE EXISTING THEROMOSTAT O RELOCATE EXISTING FIRE ALARM PULL �4 RELOCATE EXISTING MOTION SENSOR O RELOCATE EXISTING TELEPHONE JACK, ELECTRICAL OUTLET, AND/OR CABLE JACK ELECTRICAL PLANS LEVEL 1 1 LEVEL 3 KITCHEN RCP A ] 07 , O v1 p ,.XIsnN, IINDOWS EXISTING WINDOWS co 01% TO REMAIN TO REMAIN ON J o _ N H � C% ` � W Q O Q pC 4. LEVEL 5 LEVEL 5 = 0 M_ \\ \ H LEVEL 4 _ LEVEL 4 IBM i LE EL 3 LEVEL 3 WINDOW AND ANGLED BAY TO BE ,`�pF COZO ' REMOVED co.k ' , , • , , ' • KYLE H. O NEW WINDOW TO MATCH Vi/EBB r NEW NORTHWOODS SIZE r 2 6 LMESTANDARDS C� V LEVEL 2 * LEVEL 2 A C, WEST ��LEV�ATI�ON - EXISTING WEST E - PROPOSED LANDING TO BE CEDAR SHAKE CEDAR SHAKE METAL AND CABLE REMOVED ROOFING ROOFING RAILING MATCH EXISTING _ NEW STAIR 1 LANDING 6.Lj II I I Hill � o Lon 0 NEW STAIR 1�1 0o v LANDING SEE ,�� FM 7- Tr-r�r7--r PLAN FOR DIMS. cc LL z LEVEL 5 LEVEL 5 ,� / METAL RAILING / CHANGE TO A CLOSED STAIRWAY AND WATERPROOF / WOOD SIDING / r LEVEL 4 ,` , LEVEL 4 PROJECT : 2316 DRAWN BY : , ., DATE . 04.14.04 REVISIONS . Ell h' } LEVEL 3 / / LEVEL 3 UNIT 8 UNIT 7 UNIT 6 UNIT S UNIT 7 UNIT 6 WALL, WINDOWS AND ELEVATIONS ANGLED WALL AND DOORS TO BE REMOVED PELLA, FRENCH STYLE. 4 WINDOWS TO BE PART SLIDERS REMOVED 3'-0" X 6'-8" 3 SOUTH ELEVATION - EXISTING 4 SOUTH ELEVATION - PROPOSED ...... A201 1/4 _ I 0 100 N \ C.j r— N J � Y ( _uL1—� �I' I I I I I I I I � I I I I I I I f � I I I I I I I W • lJ �— U u �LJ u u LI �W—L�U ��J U L�L�U LI LJ LLJ U �L1 U�LJ—L�U�1—IJ�U L �U �L__� L � �—�—U--�— O _J� -_J� 11- _ N i CEDAR SHAKES Li o ILL U_1� LILLI LAI LLL� U-iLLULU� U L u]-UJLL 1 4u,PILI i i i LEVEL 4 v / i a • WOOD SIDING � r / LEVEL 3 c STUCCO • ' • _ Coto KYLE H. ° _ LEVEL 2 C WEBB 2031,86 v Fm LEVEL 1 DOWN SPOUT 1 NORTH ELEVATION - EXISTING W c 1/4 - l 0 vs OJ LJLJ C O c � PROJECT : 2326 DRAWN BY : DATE : 04.14.04 REVISIONS : ELEVATIONS A202e o. V � J O Q • 1J U �Ll U LL 1 L� U �I I�U �IJ- ! l IU L_L L I ' ►LiLd LLL I LEJ Lu LLJ o CEDAR SHAKES { Li I • o ! � U ��U I�I�U ��►U�I�I U I I i L � 1� o U v LL 11 L II 1 11 11 1 _ LEVEL WOOD SIDING 777/ a � 4 �1 / / / / / / / LEVEL 3 � v CENTER DIVIDE a STUCCO WINDOWS TO MATCH•.E?XISTING ' WINDOWS ON EAST EL'EVATION ; ' - co KYLE H, O - LEVEL WEBB 203 6 LEVEL 1 DOWN SPOUT 6L1 NORTH ELEVATION - PROPOSED � c v 0 L ® O O cC ..=J �I I I PROJECT : 1326 DRAWN BY : DATE : 04.14.04 REVISIONS : ELEVATIONS A203 ao a N J O t W FL- H C . r-- F- O� W O d O W \ / \ Lj- ° CLOSET o CLOSET ` H / VB36 VB36 "BEVERLY" PLATINUM SERIES STEP UP TO TUB BY AMERICH TUBS WHIRLPOOL y u as • WER & W.C. M. BATH INTERIOR ELEV. AT TUB 3 M. BATH INTERIOR ELEV. AT CLOSET -� 1 M. ��H INTERIOR ELEV. AT THE SHO 3/8" = 1'-0"" = -0 v V Coto �Q' O co KYLE H. ° WEBB - ,c 23 6 o \ G H 30 1lx48" MIRROR \ W/4" WOOD TRIM \ 20"x30" MEDICINE / SURROUND \ CABINET iv \ RECESSED I \ MEDICINE \ CABINET � Oo Oo DOOR TO GUEST DOOR TO TOILET GLASS SHOWER / BEDROOM ' AND TUB ROOM DOOR \ TUB DECK VB18 VB36 VB18 LAJ ~ u.. ~ OD BATH #1 INTERIOR ELEV. AT SOUTH DOOR o EV. AT NORTH DOOR BATH #1 INTERIOR ELEV. AT VANITY 6 W ® o ° 4 BATH #1 INTERIOR EL 3/s" = 1'-0"(:: Iz- ®.J Z P R OJ E C T : 2326 D RAW N BY : DATE . 04.i 4.04 EVERGREEN FREE HANGING _ REVISIONS : LIGHT FIXTURE f 41" WIDE VIKING OUTDOOR GAS GRILL 42" WIDE OUTDOOR GAS f,ri, !r,/r 1 f,, !r,/ fy, !r,/r i fs FIREPLACE BY HEAT-N-GLO INTERIOR ELEVATIONS 8 ELEV; AT OUTDOOR FIREPLACE / GRIL 3/8 - 1 0 A21 0 Zo 0o a• - - N O J O a, \+ PV N W Imo• - of _ D d O LLJ -- cC W ILD Q F- - Z O F- O H M Ln LEVEL 5 LEVEL 5 - - a 4- V i— NEW METAL RAILING, MATCH 5th FLOOR EXISTING 2x6 EXTERIOR STUD METAL FLASHING AT CORNERS UNDER EXISTING 2x6 EXTERIOR STUD = WALL CLADDING, OVER WOOD SHEATHING WALL = L _ NEW 2x6 CEDAR DECKING OVER EPMD RUBBER LEVEL 4 LEVEL 4 = WATERPROOFING ON 3/4" PLYWOOD R-19 BATT INSULATION IN NEW 2x6 EXISTING GLU-LAM BEAM, SAND, EXTERIOR STUD WALL, TYP. EXISTING GLU-LAI/I BEAM, SAND, NEW METAL RAILING, MATCH AND STAIN TO MATCH OTHERS _ AND STAIN TO MATCH OTHERS 5th FLOOR 450 ANGLED CEDAR WOOD SIDING (SIZE AND STAIN i �Y, ! TO MATCH EXISTING) OVER BUILDING PAPER ON 1/2" `iO� Cot® PLYWOOD SHEATHING,NP. � a ��� - - co KYLE H. ° NEW 4 PART SLIDING CLAD =1 I FRENCH DOORS BY PELLA R-38 GATT INSULATION IN NEW NEW CEDAR WOOD STAIR WEgg 2'-0"x6'-8" SOLID WOOD DOOR 1=� I = DECK RAFTERS = 4" STON . ENEER OVER 8" _ _ TO WINE STORAGE C Q 8 =III—I I CMU PATIO L = i=1 I I R-19 BATT INSULATION MIN. IN 1—_1-1i I__ — WINE STORAGE WALLS =1 I=III=—ii 1=1 - =I _ =III=1 I 1=III=111-1 =1 11=1 1.=1 11=1 11=1 11=1 11=1 11=1 11= = 1—I 11=I 11=I I 1=1 11=1 11=1 � 11=1 11=1 11=1 I I,III- -1 11=1 11=1 11=I 11=1 I I- - !j LEVEL 3 =1 I i=1 I I=I 11=1 I I--I 11=I 11=1 11=1 I I=1 11=1 I I LEVEL 3 III=- ICI--Ir IT=1 11=1 _ _ - __ _ _ —DRAINAGE MATTING — -- — _ — — — _ — �;- � • _ _I-1 I I— 11—i i i—I 11—I i I—I I I — _ — -- — I-1 I I—I I I_I I I-111-1 I I-1 11-1 11-1 1 I—I 11—I 1 I-1 I i—I 11-1 I I— I I—III— I-11 =1 �1=1 I OVER WATERPROOFING =III=III=1 I_I I I-, i 1=111=111—III-111=III III=111—I '- =1 I I=1 I I=1 I I=1 I I=1 I =1 I I=1 I i_I 11=I 11=11 I-1 ► i—III III—III III—I I --I _ —OVER FOUNDATION I I_I I I=I I 1=I 1 1=111 III--III —III—I 1 I—_III-1 I I -1 I I--1 I I o _ _ _ NEW BRICK PAVERS SET —III—WALL (CARRY — — — _ — _ _ — _ — — _ °_ NEW BRICK PA ELT HEAT 1 I=11 I=1 1=III— 1 1 I=I I I—I 1 I--I 1- I 1-1 1 III I I—I I—I I —� OVER SNOW MELT HEAT =1 l I=I I WATERPROOFING 12" =1_I 1=III—III—III= =I—III—III--III=111—III —_— o ° OVER SNOW =III=III—III—III—III -III=I I I-1 I I—I I I=III III=III= I I III—III— III _� °, MAT OVER 4" CRUSHED _I=III=ABOVE GRADE) __—__ —I i 1=III=III=III=III=I.I=I I I=III- MAT OVER 4 CRUSHED I I=III=1 11=III=11 I=� I�—III=1 I I-111=1 11=i 11=111=I I I=11 I=11 I— III— I I I s STONE I=III=1 11=1 I IN I_ I I=111=111=I 1 1=111=111=111—LII--i STONE =i I I=I i I=III=III=III- =III=III=III—III—III=III=III—i I I=III=III=I I 2000 IBC FRAMING NAILING SCHEDULE (TABLE 2304.9.1 ) 0 GENERAL NOTES: Northwoods F-7 Remodel, Vail, CO JOB #0404-02 ABBREVIATION LIST CONNECTION FASTENING°• m LOCATION DESIGN CRITERIA- " GENERAL REQUIREMENTS: 1. Joist to sill or girder 3 - 8d common toenail .`fit, •••'" Roof Live Load (Snow) ----------------- sf I. Manufactured joists shall be from an approved manufacturer and shall �, .• J 3 - 3" x0131" nail � . c, Roof Dead Load ---------------------- be equivalent in load carrying capacity and deflection criteria to A.B. ANCHOR BOLT 3 - 3" 14 gage staple �;* Roof Live Load ---------------------- BCI 450 or 500 series joists in depths and spacings indicated a. Structural erection and bracing: The structural drawings illustrate the A.F.F. ABOVE FINISHED FLOOR °C•� .- •-C on plan. Provide blocking, bracing, web stiffeners and other completed structure with all elements in their final positions, properly A.F.G. ABOVE FINISHED GRADE 2. Bridging to joist 2 - 8d common toenail each end >,' N 2 Floor Dead Load ----------------------� 2 - 3" x o 131" nail 6°• •� • r- - accessories as required b manufacturer. supported and braced. The Contractor, in the proper sequence, shall ADJ ADJUSTABLE � � Deck Live Load -----------------------100 psf 2 - 3" 14 gage staple d0 .9106 Deck Dead Load --- --10 psf M. Laminated veneer lumber (LVL) shall have the following minimum properties: provide shoring and bracing as may be required during construction to ANCH. ANCHOR ••°•••••' ----------------- achieve the final completed structure. Contact the structural engineer 3 1" x 6" subfloor or less to each joist 2 - 8d common face nail Ch 00 1. 'Flexural stress----------------2600 psi � � � � P 9 APPROX. APPROXIMATELY � Basic Wind Speed --------------------80 mph (Exp. B) 2. Modulus of elasticity psi for consultation (not in contract) as required. 4 wider than 1" x 6" subfloor to each joist 3 - 8d common face nail Y P ARCH. ARCHITECT Seismic Zone ------------------------1 3. Tension parallel to rain----------1850 psi b. Shop drawings: Submit shop and erection drawings for structural steel, 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail pG UBC Edition -------------------------1997 4. Compression parallel to grain------2310 psi miscellaneous steel, steel joists and girders, steel deck, masonry BLDG. BUILDING 6. Sole plate to joist or blocking 16d at 16" o c typical face nail 5. Compression perpendicular to grain reinforcing steel, wood trusses, manufactured wood joists and glue- 3" x 0131" nail at s" o c FOUNDATION DESIGN: BLKG. BLOCKING (parallel to glue line)-------------750 psi lam beams to engineer for review prior to fabrication. This review BM. BEAM 3" 14 gage staple at 12" o.c. 6. Horizontal shear---------------285 psi is for general compliance with the intent of the structural design. a. Design of individual and continuous footings is based on a 7. Connection of multiple-member beams: The architect and/or contractor are responsible for checking quantities, BOT. BOTTOM Sole plate to joist or blocking at braced 3 - 16d per 16" braced wall panels maximum allowable bearing pressure of 4000 psf (dead A. Top-loaded beams dimensions and coordination with other trades. 8.0 W. BOTTOM OF WALL wall panel 3 x o 131 nail per 16 C Co load plus full live load). i) For members 12" deep or less, nail each member C. Existing structures: Contractor shall be responsible for verifying BRG. BEARING 3" 14 gage staple per 16" N b. Foundation and retaining walls have been designed using an " dimensions, elevations, framin foundation and anything else that may CANT. CANTILEVER Q) Z 00 c„ assumed lateral pressure of 55 cf. to the next with 2 rows of 16d nails at 12 o.c. 9• 7 Top plate to stud 2 - 16d common end nail P P ii) For members greater than 12 deep, nail each effect the work shown on the drawings. Underpinning, shoring and C.J. CONTROL JOINT 3 - 3" x o 131" nail �j -0 J o 0 0 C. Footings shall be placed on the natural undisturbed soil, or compacted member to the next with 3 rows of 16d nails at bracing of existing structures shall be the resonsibility of the contractor. CMU CONCRETE MASONRY UNIT 3 - 3" 14 gage staple 3- C) rn rn structural fill, below frost depth. 12" o.c. d. Dimensions: Check all dimensions against architectural drawings prior CEM. CEMENT 8 Stud to sole late 4 - 8d common toenail Z C w I I d. This foundation has been designed according to the design to construction. Do not scale drawin s. p z zo r r- recommendations set forth in the original construction documents B. Side-loaded beams 9 CLG. CEILING 4 - 3" x 0.131" nail o rn 0) Job #1630 prepared f Pierce Griner Arch. dated 04/10/1978. The I) For two or three member beams, nail each member e. Construction practices: General Contractor is responsible for means, CENTERLINE 3 - 3" 14 gage staple vi 1,_La contractor shall follow the construction requirements from these same to the next with 3 rows of 16d nails at 12" o.c. methods, techni techniques, se uences and rocedures for construction of �' LO q q P CLR CLEARANCE Z M X ii) For four member beams, bolt through with 2 rows this project. Notify structural engineer of omissions or conflicts COL. COLUMN 2 - 16d common end nail Q •� o i~_- ° � drawings. „ L 00 J of 1/2 diameter bolts at 12 o.c. between the working drawings and existing conditions. Coordinate 3 - 3" x 0.131 nail I- � e. Provide continuous foundation drains around the perimeter of all CONC. CONCRETE J iii) For beams consisting of more than four members, requirements for mechanical/electrical/plumbing penetrations through 3 - 3" 14 gage staple (D basement walls and at the base of retaining walls. Contact contact structural engineer. structural elements with structural engineer. Jobsite safety is the sole CONN. CONNECTION 9• y 9 Double Studs 16d at 24" o c. face nail eotechnical engineer for details CONT. CONTINUOUS � 9 9 n. Framing Notes: responsibility of the contractor. All methods used for construction 3" x 0131" nail at 8" o c Z f. Provide crawl space ventilation per UBC requirements. CONST. CONSTRUCTION " " � 1. Exterior walls: shall be in accordance with the I latest edition of the UBC. 3 14 gage staple at s o c 0 r- g. A representative of a geotechnical engineer shall verify soils conditions C.P. CRIPPLE POST A. All exterior walls are 2x6 studs ® 16 o.c. to a maximum f. It is the responsibility of the contractor to contact the structural 10. Double top plates 1sd at 1s" o c typical face nail U N Co n and types during excavation. Report any discrepancies from original height of 12'-6", 2x6 studs @ 12" o.c. to a maximum engineer at the appropriate time to perform site observation visits. DBL. DOUBLE 3" x 0.131" nail at 12" o c. p ►r0 M findings to structural engineer for re-evaluation of foundation design. height of 14'-6", and (2)-2x6 studs @ 16" to a maximum Observation visits to the jobsite by the engineer are for determination DET. DETAIL 3" 14 gage staple at 12" o.c -q- - 00 I Q, height of 17'-4" unless otherwise noted. Walls taller of general conformance with the construction documents and shall not DIAG. DIAGONAL 4J o d REINFORCED CONCRETE: than 17'-4" shall be framed with manufactured arallam be construed as inspection. DWG. DRAWING ° 0 a' O' p P Double top plates 8 - 16d common lap splice � U 0� studs, contact engineer for spacing requirements. Cap g. Though every effort is made to provide a complete and clear set of EA. EACH 12 - 3" x o 131" nail i '"� a. Concrete design is based on the "Building Code Requirements for with a double top plate installed to provide overlapping at construction documents, discrepancies or omissions may occur. E.J EXPANSION JOINT 12 - 3" 14 gage staple typical face nail _+J O Q rn < Reinforced Concrete" (ACI 318-95). corners and at intersections with other partitions. If Release of these drawings anticipates cooperation and continued ELEV. ELEVATION 11 Blocking between joist or rafters 3 - 8d common toenail rn n > b. Structural concrete shall have a minimum 28-day compressive overlap is not possible, strap top plates with metal strap communication between the contractor, architect and engineer to ENG. ENGINEER to top plate 3 - 3" x 0.131" nail strength of 3000 psi. ties (Simpson ST292 or equivalent). provide the best possible structure. These drawings have been EQUIP. EQUIPMENT 3 - 3" 14 gage staple C. Concrete shall be proportioned using Type 1-11 sulfate-resistant cement. B. Gable-end walls shall be balloon-framed to the bottom of prepared for the use of a qualified contractor experienced in the EQUIV. EQUIVALENT 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail Admixtures containing chloride salts shall not be used. rafters or end-wall trusses unless approved by engineer. construction techniques and systems depicted. EXSTG. EXISTING 3" x 0.131" nail at 6" o.c. d. Cold weather concreting procedures shall be provided as recommended C. Floor or roof framing members must be aligned to bear (E) EXISTING 3" 14 gage staple at 6" o c. in the ACI Manual of Concrete Practice. within 5 inches of the studs beneath. 13. Top plates, laps and intersections 2 - 16d common face nail e. Anchor bolts for beam and column bearing plates shall be laced with D. Provide 7 16" thick APA rated sheathing (plywood or EXP. EXPANSION 3 - 3" x 0.131" nail 9 P P / 9 (P Yw EXT. EXTERIOR 3 - 3" 14 gage staple setting templates. OSB) rated 24/16, exposure 1, at exterior face of exterior F.D. FLOOR DRAIN f Expansion bolts shall be located at a minimum of 6 bolt diameters walls. Block all horizontal joints and nail panels with 8d nails 14. Continuous header, two pieces 16d common 1s" o c. along edge I FDTN. FOUNDATION from concrete edge and spaced at 10 bolt diameters unless noted spaced at 6" along panel edges and at 12" along intermediate FLR. FLOOR 15. Ceiling joists to plate 3 - 8d common toenail rT otherwise. supports. 5 - 3" x 0131" nail g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum E. Provide (3)-2x10 headers over all door and window FRMG. FRAMING 5 - 3" 14 gage staple spacing with one anchor bolt at 12" from each end or comer and openings, with one 2x6 trimmer and one 2x6 king stud FTG. FOOTING 16. Continuous header to stud 4 - 8d common toenail a minimum of two anchor bolts per piece. each end, unless noted otherwise GA. GAUGE 3 - 16d common minimum, Table 23081041 face nail h. All exposed edges and corners shall be chamfered 3/4". F. At beam bearing locations in stud walls, provide multiple- GALV. GALVANIZED 17. Ceiling joists, laps over portions " P`1i�1 GEN. GENERAL ( ) 4 - 3 x 0131" nail " See Section 2308.10.41, Table 230810.41 i. Concrete floor slabs on grade and on metal decking supported by steel stud posts equal to width of bearing member unless � 4 - 3" 14 gage staple framing shall have sawn or tooled control joints at a maximum spacing noted otherwise. G.L. GLUE-LAM 3 - 16d common minimum, Table 230610.41 face nail " GYP. GYPSUM GYPCRETE 18. Ceiling joists to parallel rafters of 15 -0 in each direction. Locate control joints along column grid 2. Floor Construction: See Section 2308.10.41, Table 2308.10.4.1) 4 - 3" x 0131" nail lines where possible and provide slab isolation oints around columns. A. Provide 3/4" thick APA rated Sturdifloor rated 24" o.c., HDR. HEADER ( 4 - 3" 14 gage staple j. Concrete coverage for reinforcing steel (ACI 31d 95): tongue and groove exposure 1, Glue and nail panels to all HORIZ. HORIZONTAL 3 - 8d common toenail 1. Concrete cast against and permanently exposed to earth 3 19. Rafter to plate 9 P Y P supports with 8d nails spaced at 6 along panel edges and at HT. HEIGHT (See section 23os.1o.1, Table 2308.10.1) 3 - 3" x o 131" nail I 2. Concrete exposed to earth or weather : 12 along intermediate supports. Install sheathing with long INT. INTERIOR 3 - 3" 14 gage staple A. #5 bar and smaller 1 1/2 dimension perpendicular to joists and end joints staggered. INV. INVERTED 2 - 8d common face nail o B. #6 through #18 bar 2 B. Provide solid blocking between floor joists at all bearing K KING STUD 20 1" diagonal brace to each stud and plate 2 - 3" x 0.131" nail 3 Concrete not exposed to weather or in contact with ground: locations Blocking aterial shall match the floor joist 2 - 3" 14 gage staple A. Slabs, walls, joists (#11 bar and smaller) 3/4 material. 9 JST. JOIST � B. Beams, columns 1 1/2" � LAM. LAMINATED 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nod LLV LONG LEG VERTICAL 22 Wider than 1" x 8" sheathing to 3 - 8d common face nail REINFORCING STEEL: LONGIT. LONGITUDINAL each bearing wall � (� STRUCTURAL GLUED LAMINATED TIMBER: LTWT. LIGHTWEIGHT 23. Built-up comer studs 16d common 24" o c a. Detailing, fabrication and placement of reinforcing steel shall be in LVL LAMINATED VENEER LUMBER 3" x 0.131" nail 16" o c 4-) accordance with the ACI Manual of Concrete Practice. a Materials, manufacturer and quality control shall be in conformance LSL LAMINATED STRAND RIM MATERIAL 3" 14 gage staple 16" o c b. Except where otherwise noted on the drawings, reinforcing bars shall with AITC Product Standard PS 66-82, "Structural Glued Laminated MAX. MAXIMUM 24. Built-up girder and beams god common at 32" o c. face nail at top and 0 Timber MECH. MECHANICAL 3" x 0.131" nail at 24" o.c. bottom staggered on bt conform to ASTM Specification A615-79 and shall be grade 60 except 3" 14 gage staple at 24" o.c opposite sides ties, field bent bars where permitted by note on plan, or bars to be b. Laminated members shall be fabricated using Douglas Fir with the,, MAT'L MATERIAL e e p I Q 4 welded, which shall be grade 40. following combination symbols: MANUF. MANUFACTURER 24F-V4 Simple-span beams 2 - 20d common face nail at ends and at � l C. At splices in concrete, lap bars 36 diameters. At splices in masonry, MIN. MINIMUM 3 - 3" x 0.131" nail each splice ® O `J lap bars 42 diameters. Do not weld or use mechanical splicing 24F-V8 Continuous or cantilever beams ( )N NEW ' 3 Columns 3 - 3" 14 gage staple devices unless specifically approved by engineer. NOM. NOMINAL at each bearing d. At corners, make horizontal bars continuous or provide corner bars C. All members shall be Architectural Appearance Grade, unless indicated 25. 2" planks 16d common g p O.C. ON CENTER 3 - 10d common face nail otherwise by the architect. 26 collar tie to rafter to match horizontal steel. Around openings and steps in concrete, OPNG. OPENING " " provide (2)-#5 bars extending 2'-0" beyond edge of opening or step. d. Protect members from damage or exposure to moisture prior to and 4 1 3 x 0.131 nail e. Extend reinforcing steel a minimum of 24 through cold joints. Unless during construction OSB ORIENTED STRAND BOARD 4 - 3" 14 gage staple face nail O bX specifically located to plan or details, coordinate cold joint locations e. Adhesive shall meet the requirements for wet conditions of service. iL' PLATE 27 Jack rafter to hip 3 - 10d common toenail f. Do not camber laminated members unless indicated on the drawings. PLYWD. PLYWOOD 4 - 3" x 0131" nail with engineer. f. Welded wire fabric shall conform to ASTM Specification A-185. Lap R.O. ROUGH OPENING 4 - 3" 14 gage staple welded wire fabric a minimum of one full mesh plus two inches. Laps STRUCTURAL STEEL: RAD. RADIUS shall be wired together.. REF. REFERENCE 2 - 16d common face nail Metric bar size converson table: REINF. REINFORCE/REINFORCEMENT 3 - 3" x 0.131" nail 9• a. Structural steel shall be detailed, fabricated and erected in accordance 3 - 3" 14 gage staple METRIC INCH-POUND with the most current editions of AISC Specifications and Code of REQ D REQUIRED �� O P RET. RETAINING 28 Roof rafter to 2-by ridge beam 2 - 16d common toenail #1 0 #4 Standard Practice. 3 - 3" x 0 131" nail O REV. REVISION 3 - 3" 14 gage staple b. Structural steel rolled shapes, including plates and angles, shall be 9 e p #16 #5 ASTM A36. Tube shapes shall be ASTM A5J0 grade B. Pipes shall R.S. ROUGH SAWN #19 #6 be ASTM A53 grade B or ASTM A501. SCHED. SCHEDULE 2 - 16d common face nail #22 #7 C. Tube shapes are actual size as specified on plan. Pipes indicated SECT. SECTION 3 - 3" x 0131" nail #25 #8 on plan are nominal (approximate inside diameter) and refer to AISC SHT. SHEET 3 - 3" 14 gage staple #29 #9 pipe schedule dimensions SIM. SIMILAR 29 Joist to band joist 3 - 15d common face nail •-) #32 #10 d. All bolts used in steel framing shall conform to ASTM Specification SPEC. SPECIFICATION 5 - 3" x 0131" nail #36 #11 A325. Anchor bolts and bolts used in timber connections may be SQ SQUARE 5 - 3" 14 gage staple ASTM A307. Bolt sizes shall be 3/4" diameter unless noted STD. STANDARD 30. Ledger strip 3 - 16d common face nail O STRUCTURAL WOOD FRAMING: otherwise. STL. STEEL 4 - 3" x 0131" nail e. Bolts used in structural steel framing shall De the break-off, torque STRUCT. STRUCTURAL 4 - 3" 14 gage staple a. Except where noted otherwise, all 2 nominal lumber, except studs, indicating type, or torque inspection shall be provided as required by T TRIMMER b i q shall be Douglas Fir-Larch #2 and better, and all solid timber beams 31. Wood structural panels and particleboard. 1/2" and less Sd °. (per KRM) , the building inspector T&B TOP & BOTTOM subfloor, roof and wall sheathing 2 3/8" x 0.131" nail n� and posts 3 nominal and wider shall be Douglas Fir-Larch #2. f. Typical framed beam connections shall consist of pairs of 1/4" angles T&G TONGUE & GROOVE (to framing). 1 3/4" x 16 gage ° b. Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. using the maximum number of bolts called for in Table II-A of the 19/32" to 3/4" ed d�per KRM) q C. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or T O.C. TOP OF CONCRETE 2 3/8 x 0.131" nail P AISC Manual (ASD Ninth Edition). " P better 2x4 or 2x6 studs per plan and shall be nailed together with 2 " " "Rawl", "Red TOP OF FOOTING 2 16 gage g. Expansion bolts shall be wedge type Hilti , Rawl , or Red Head or 7/8" to 1" ed ° rows of 16d nails @ 6" on center along each stud. T.O.L. TOP OF LEDGE designed b LRH approved equivalent with the following minimum embedments: g Y d. Built-up beams consisting of multiple 2x members shall be nailed T.O.M. TOP OF MASONRY ° together with two rows of 16d nails spaced at 12" on center, or 1/2" diameter ---- 2��1/2 1 4" d 1 s 1od Sr ed q LRH 5/8 diameter ---- 3 T 0. TOP OF Single Floor ( drawn b with two rows 1/2" diameter thru-bolts spaced 24" on center. combination subfloor- 3/4" and less sd (per KRM) y e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and 3/4 diameter ---- 4 T O.W. TOP OF WALL underlayment to framing) 7/8" to 1" 8d checked b h. Adhesive anchors called for on the drawings shall be glass capsule THRU THROUGH 1 1/8" to 1 1/4" 10d $r 8d Y better Plates placed directly on concrete walls or slabs shall be „ TRANSV. TRANSVERSE f pressure- Hem Fir 2. types such as Molly Parabond or Hilti HVA anchor systems. 32. Panel siding (to framing) 1/2" or less sd f Issued P # Minimum embedments, if not specifically indicated on the drawings, TS TUBE STEEL COLUMN 5/8" 8d f. Wood beams bearing in beam pockets in concrete or masonry walls according F 33. Fiberboard sheathing9 1/2" No 11 gage roofing nail shall bear on a treated 2x6 bearing block. Provide 1/2" clearance i. All h welding shall be done by anuAWSuqualif qualified welder. U.N.O. UNLIESS NOTED OTHERWISE 6d common nail ti PRELIM 04/09/04 around end of wood beam. Block against sides of beam pocket with J. Delay painting within 3" of field welds until welds are completed. VERT. VERTICAL No 16 gage staple ' treated 2x blocking to provide lateral support for beam. k. Where corrosive soil conditions exist, steel angles that are used to V.I.F. VERIFY IN FIELD 25/32" No 11 gage roofing nail '' g. Within floor joists spaces beneath solid or built-up columns noted on 8d common nail plans, blocking of area equivalent to column above shall be provided. support exterior stone veneer shall be galvanized and shall be attached W.F. WIDE FLANGE No 16 gage staple Door or window trimmers consisting of a single stud do not require to the foundation with galvanized or stainless steel expansion anchors W.P. WATERPROOF special blocking in the joist space. WD. WOOD 34 Interior paneling /8: 4dj h. Except as noted otherwise, minimum nailing shall be provided as specified BACKFILLING• W.W.F WELDED WIRE FABRIC 6dk in the "Fastening Schedule" on the drawings (2003 IBC Table 2304.9.1). W/ WITH NOTES TO TABLE 2304.9.1 i. Bolts used for wood framing connections shall be installed with a. Do not backfill against retaining walls until supporting elements are in standard washers and nuts. place and securely anchored, or adequate shoring is installed. W/0 WITHOUT For SI. 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. j. Unless noted otherwise, steel connectors such as those manufactured Concurrent backfilling of each side of a retaining wall to final grades by the Simpson Company shall be used to join rafters, joists or beams as indicated on plan or section is required unless temporary shoring is b Nails spaced a. Comm or box Wads are permitted to be used except where otherwise s a e at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where to other beams at flush-framed Conditions. Use all specified Halls. installed. b. Verify type of fill with soils engineer and structural engineer prior to spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, Connector conditions not otherwise noted shall utilize Type U or Type backfilling. refer to Section 2305 Nails for wall sheathing are permitted to be common, box or casing HU hangers of a size specifically designed for the member supported, c. Common or deformed shank. g p y g pp d. Common sheet as shown in the manufacturer's published tables. Contact structural engineer for details as required. GROUT: f. Deformed shank. f. Corrosion-resistant siding or casing nail k. Wood nailer plates installed On steel beams or concrete walls for top- g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. flange hangers shall be ripped to match the width of the wall or beam a• All grout beneath column base plates and steel beams at bearing shall h Corrosion-resistant roofing nails with 7/16-inch diameter head and 1 1/2 inch length for 1/2-inch sheathing and 9 9 PP be non-shrink, non-metallic type grout. Gout shall have a minimum 1 3/4 inch length for 25/32-inch sheathing. flange. Nailer plates supporting top flange hangers from one side only with the face of wall or beam flange at the Shall be installed flush• compressive strength Of 2500 psi. i. Corrosion-resistant staples with nominal 7/16-inch crown and 1 1/8 inch length for 1/2-inch sheathing and 1 1/2 inch f the panel unless otherwise marked) Panel supports at 16 inches (20 inches if strength axis is the long direction of hanger locations. j Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k Panel supports as 24 inches Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports S 1 I. For roof sheathing applications, 8d nails are the minimum required for wood structural panels " m Staples shall have a minimum crown width of 7/16 inch n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 y inches on center at edges, 6 inches at intermediate supports for roof sheathing b464rv2 p Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. lJ q. Items noted as "per KRM" have been changed from the IBC schedule to a more restrictive requirement. JOB # ztt 2-_ f ouaEUE - 6•d v i I , ' i --------------------i-i 0 s ' PR4 ' I 22'-0" (V.I.F.) a I I I I 1 I I I � I I I I ; C I , I I , #5x24" REBAR DWLS rn to @ 16" ALONG JUNCTION 1 ; ; ; U 1 _ v � � FROM (N) TO (E), TYP S,} ; Z WALL & FOOTING S4 v °' °' ' TREATED LEDGER i (� I-, DROPPED W/ 3/4"0 Z � ox � Q ' __- - - - - - - - - - - - - - x 6" EXP. ANCHS. @16" •C I— ' U1 l I I J N (N) 8" FOUNDATION WALL i i l r____________________________________________ = ON 16"x8" SPREAD FOOTINGz L0 Lo-------- -------------- T_i i AT FROST DEPTH " ) � i i i (N) 16 BCI 450-1.9 D.F. @ 16 ® n.P' 0 C co I r-------------------------------------------------- ------------ 48 MIN. I „ » I I ,q i i I I j I I I X 0 1 1 v I p 00 m �_-- I I T.O. PLYWD. 4 J 0 _ I ------ - --- -----� I I 1 II I I I ILI---- - I II I it �\ �\ ! ---------- it (E) FOUNDATION WALL I; z I 11 I , it ' i (E) SPREAD FOOTING I i i �- I ��------------ - ------------------ ~ • I I 1 X 1 I I ; ;1 ; N �� X 1% IIiI I 1 ' ------------ --------------------! ' W I I I I I I I I f _--�E_XIST ING - ----------- — — — —— ——————— ————————�T.O. SLAB I;I I I ; I I I I I I I 1 I 1 UNIT 6 I ------------ ---------- --------- --UNIT 6 I I ,■, -, I 1 I I II I II IIII--------------------------------------------- ---------------�--I IIII I 1 ' I I I II I I IIIL-------------------------------------------------------------------� l I l ---- - - ------------------ �❑ I I I ILr--------------------1 i , I 1�1-------- I I Ill I II I I I II F--------------------- 1 I I 1111 ;-I- ----- I ' - I I ' I1; r-------- -----,i I -------------------------------------------- I I II, I I I �f- t--------i I ' "' ' " - ----------------- ---- L�,------------------------------------------- ' Ill I I I I 1 1 ;I I f i l l I i I -------- Ii-1�- ----- Lj------1 I I I i ; i i ii;+------- i i EXISTING -a 1 ' __J I -- -------SO.�LY YD_ ----------- I I I II F--------- --------11 I �-;- ------------ ' J---- -I I I I I I II I ___J1'11 , i F_-_______f� i 1 II 1 I 111 f------ ,Ilih--------- �-- ---- � � I I I I I I III --------- ---------- I _ _ I I 1 I I I' Ilpl________-�- -- " i l I II f---------i111�----------, l II --------- ---------- II f I T----- f,' I Ill i i 1 1 I I I I I I L---------"�--------- - --------------- ------Il i 1•'� I NL---____-- I I i I I ll � I III l l ------ I 4 --------I I I �I ,I I I 11 I ■ 1 I I I V l III rl - ----'-7 rT --- - _ [I ---- J ' Iln' 1 I I I I 111 I II �1 �� I-i-- --- ---- -------- ° 1 n ;III --- I III �.I 11 I P� 1 I I 11 r J III 11 I I i t I I I I II L-------- " L--------- -_" r------------------------------------ I I I 11 Y I --------, I I I I I I 1 , I - HI I I —�---- ---II ; ■p■■� I I I ll LI- ------ _ ---� 1 11 I I ; ;1 ' jjlll 11 @ 111 I -----� L-- T----- T I F---------Il�r---------i I II I I I I II I ----- --- J I I I I I I I I II I L--L r--� —————————————————————Il I II , ■ ------------ ---- --------t+--------il I 1 I I, I U) NIT 7 II , I _I 1I I if-i-------------� ---1--- -----FT----- --- I---- ---------- ----------- --1 -------- I O 11 1 1 ll I I I �I�------- - ---- O —1T———TI—— --F-i' --------I III I — — � 1 I L------------------------- ——— —— J 1 I IIII IIi I I I I I I I I I I I I I ' I � ———----—J I I , I J I I I I I 1 I . ---= 1 T 7 " --------5 ------------------ d 4� ------ `-----J II II II i I I I I, I 1 � i�1" I -J I I � I II I �---- � II , IIII F---------a II ---------------------- III -------------------- I I LJ---- L1 1 I 1 I II I I�� /i l 1 1 --------- O I I I I I ` bx I , I I I' I 11 i ♦ II I � I I � , 11 I Zr ------------II I ------ ------ lµa -� I I I I I 1 x II 1 i I II I------------------- - " 1 IIII ' I III it 11 ' II ; i i II i i�`--------\y I I �I III I I i i; li ��/ \\� 'I I----- - i ii L-----------�----- -------- - ----------- -- I I I I _ rc__--�_ _�- _-__-- II OIL I I I I I I I�`---------y , I ll I I I I I „ ----------- -�-- ------- ------------ ' � T.O. FLYWD. , II , I I Ill ---------- I I ---- -------r I -- ------------------ I r-------- III I ' 1 -----� IIII L -------------------_�----------- - ---- " l ft�I 1 _ _ --------------------- ------- - -L----- � --, 1 111 , �-------------------� I It II -- , I I II I ' ' ' ' I I ' II ' I 0 I I ,II 1 " I ; ------------ir------------ I II ' ---�--- J l l IIII ---------------I------ I ------------------1 1 1 II I I I I , I Li III ■LL_I tom+---- --- ------ I I I IIII I I , I I r-----] II I (� I 11 i I I -f-- ----------- - ------J--I--------------I' I I I I I I I �---------------------' ' �- I I III I , I I I II I t- -----------^ --+-i------------ ----- ; L----------------------� - 1 II -i--- ------------------�---`i r(-——— ..=�-..e ms ------------- ------- - —��.-1It ------ - ----- -'' 1 I I-I--- ---------------------- - - ---- I II , UNIT 8 Yi-- ------------II NIT 8 -�•� 1 I I ----- I I II I I I I I I i I , , II i I rlr------------ i I I Il III I 1 1 -- t---- ------------- II I LI------------------------ - --- --- t „ I l-�i---- --------- -- ---------- ---- --- III I I it 1 1 III I I , -- ------------- �--'------- -' ' -�--------- ---- l I I l 1 1 I I ,-r-----,I —l._—L----- ——--�—— — ———— ' " ' I I I II l t-I———— ———————— ————————————— —— r--- r---------------------T- IIII , —— -------------------------------------------- ' -----------------L----------------------�--till —— —————————————— I II i I I I II , ——————————— ———— III I F-I------------------------- ' ' " ' I ll I I I I ; II ; ——————————————————————� III ' l ' ' I I II I ---------------- - -------f--I--------------11 I LRH 1 111 ' ' ' ; " ' designed by ——————————————————————� III i I I I -- ---- --- ----- ---�-" I I 1 1 'I I III I I l I , II , } I II , i ------------------------- ------ ------- ------- i drawn by LRH ------------- , II , ��-------------------------- Iii checked by ------------------- --------------------------------------------------------------------- -� I issued I PERMIT 10/15/03 I , I ' I r------------- , i I I I I I I I I 1 , I J 11 ICI I , EXISTING SECOND NORTH EXISTING THIRD NORTH ' ' I FLOOR FRAMING PLAN SCALE: 1 4" FLOOR FRAMING PLAN SCALE: 1 4" I , --------------- iiI I LAN NOTES: 1 f------------------------------------------- PLAN NOTES: 1. POSTS BELOW ARE INDICATED: ® NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: ® ' 1. POSTS BELOW ARE INDICATED: ® NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: sheet I IiI I ' ' III , 2. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN i ' 2. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN ; RATING 24 O.C. RATING 24 O.C. I I III , 3. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). � I 3. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). I I I 4. " 0 " INDICATES CONNECTION TYPE - SEE S1 FOR SCHEDULE. 4. " 0 " INDICATES CONNECTION TYPE - SEE S1 FOR SCHEDULE. `------------------------I -------------------------------------------- S2 w JOB # 0404-02 0 yJ ,a --------------------------------------------- ------ ------------------------------------------------------------ bd••.�1N1)I •• r----------- -------- r— --------- �� ••••see I li i I � I I I ; i 1i I \ UCq I I , .V) Q I I I II I I I I I I I I I I I I I I i I i I I -_— I I I I I I I I I I i I I I I I I I I I I I I 1i llj 1ll It i I I It l i Ii 1 0 Y~ 'U U Z 0J `arn D 1 (0 ALL CANTILEVERED TJIs & r U -j o o 2x2,s ® 16 r LVLs MUST BE PROPERLY J p co a1 o_ Z U ' WATERPROOFED AT ALL w x 6 EXTERIOR DECKS, TYP. z 2 p 0) 0- )vi A- In .L J'i �N) EXTRIOR HEADERS ARE: r---T---7�X� RI -BO�RU7----I I-- —r---T--, I ' ———-- 3 -2x10s W (l)-2x6 Q TRIMMER AND (1)-2x6 � G Q /)KING STUD EA. SIDE, TYP. 5 1 Z Q I I I I I z I I I I I (N lid 0s I 0 UNLESS NOTED OTHERWISE p I I I C " ( x LO I W (3 —1 3 4x9 1 2 LVLs � ca 0)---------- — — -- --- . - - ----- -- — I I --, I 0) �f---r — - -- x p d -& (2)-2x6 TRIMMERS. pU °' O' m(NI) ' 61 LVLI SIS ERE TO D - � f. , I I I 1 1 E) 6 /4 5 1 G.L j (DFOPPED) pI I T--- I I U) > ro II , 1 1 I I I I QP 0 1 � „ 5 11 0'-17 4 10, E Ls x ' 1 °j �4 x1 1 x )-x0I ;&1�2 Vil/ Jill � 6/4V THRU- OL�I SI(2 1 I I DEMIOLISHED IWALIS I I `I z 10 /4� x 8 r L GS 1 1 1 3 1 1 I BELOW 4 SEE ARCH I I I I \\4\,\ 1 1 1 I I I 1 x x EXIST FIE D V RIFY T.D PLYWD. I I I I I I I T.O.I PL WD G I SIMPISON I L90UNIT 6 UNIT 6 Fs I I EA. � DE, TY1 I 1 41 E) 16 334x 1 GIL. ROPPED I I I I ------ �� - I— I— ------------------------------------------- ' Q I " i' - --- --- I I I II I I I 1 I I II1l1i I�---I II I----I I I I ; I------------------------- ------------- r------------------------------------------- ------------------------------------------- LI I I I I I I I ---AI I I(I I I I---dI I I I I I I I----I r I I I I I I I ---1I I I I I I I-1 I Iii I;Ii I I I °I I I I ---r---r---j- i- - ---r �IliiI"II n"�I;t iII I I;;l i I l I i I I I I I I I;�i i i I I I I �ii;I I;I I III ICiliiIuIIl"Iutii iiI I I i I 1 I I 1 I I I I I I I -;i I I„iI III y;iI IiI II I I I I I t I I l t(I====I I I I I I I I(I�I I I I I I I I 1 I I I I ===t I DEMOLISHED WALLS BELOW SEE ARCH I ___T __ ___ I— 11I i 0 r I I I II rn- II I I I I 1.00 JO ST It I IL P� i--I---T- I E�i �-7 C' _---------- I I I I I I I I I I1;I°IIiIIiII1;IiII I i I I ;1 i;'I I I'�I I � ■■�V�Pti■L I 1 ' I i I I I!I�I . Ii I I I'I I1IIr�IIIIIIrII'II1IiI I II1Il I'IIIIIl j�I I I I I 1,I,,,�I,I,l I I I �T--------------------��' . ;,I,;;,I l iiIIn III„Iu�'iI IIII li ,�l�i i'I I I�/���IIII.I\�;e—;I,'\��rI i I I I I I—,�\--—\,�`'--'—\'---\'t—II I I I 1 1 I�\--i—�\---''--'.—II I I 1 I lI;—';I,�.II I l—.I i�I I l—'T—'I I I I I 1 1 1 I/—/I—'--I I I I I I I I I _-_-_I I 1 I I 1II I I/-- ►I I I I I I I I i I I I I I �I I I I I I I `Ii-t I llII�;i,-�---I I I I I I_-�---I►I I I I I�'�,-i I I I I I I I I--i-%--�I I I I 1 I I I-\�'.�-��-'i�',-i`'I I 1I I I I-.'-i i--i,-i',\tI i I I I I'�i�'I,1I I 1;IIII,i I,,;;i,,I I i III II' "I1"'�"""IuI""u u n IiI;IIp°Iu II"I1°IiIIinI 1 I I I I i I;I.II I I 1 1 iI'i I i I bt r-" I I I I I I I I I i'.'.—',i'/I I I I I I I j,,'1 III'I'I;I I;IIII II I 1 I I I I iI;I I II„„„„IIu iiI�”InIIIjiI„I„I�IIiIn°IIII Ii i I�II II I IIl;iI I I�I I I iI 'I;I'I I I I I'I'I;I I I,,';I I I I 1 I I'I I I O 3/4 13 DROPPED)1 1 (8) 6 r L [-- -- ; O ��—tQ-X I V cd lI t--- --- - - I - - -- t L—a 1----L—L-1-1— i—J--- - - --------I1 ------------------------------------------------------------- ----------------------------------------------�- -------------------------------------- J i ' UNIT 7 O -,_--------OPEN TO BELOW UNIT 8 UNIT 8 UNIT 7 OPEN TO BELOW LRH i ned by LR H drawn by checked by ----------------------�; ; ------------------------- --------------- 1 I I r T- r------ I I I I I;'I I I;'I I I I'I I I�, I,,;I I I I I I I I I I I I I I I Issue PREL IM 04/09/04 NORTH NORTH EXISTING FOURTH FLOOR FRAMING P LAN SCALE: 1 /4” 1 '-0” FLOOR FRAMING P LAN SCALE: 1 /4" 1 '-0" PLAN NOTES: PLAN NOTES: 1. POSTS BELOW ARE INDICATED: E3 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: ® 1. POSTS BELOW ARE INDICATED: ® NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: sheet 2. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN 2. FLOOR SHEATHING IS 3/4° TONGUE AND GROOVE APA STURDIFLOOR, EXPA, SPAN RATING 24 O.0 RATING 24 O.C. 3. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 3. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). ,L------------ I L---------------------- --------- ----------------- 4. INDICATES CONNECTION TYPE - SEE S1 FOR SCHEDULE. L--------------------------------------------4. Q INDICATES CONNECTION TYPE - SEE S1 FOR SCHEDULE �+ x / 4 0 F JOB # 0404-02 0 NEW EXISTING •� '`��' y� W� � r Cry OL MATCH EXIST T.O.W. #5 DWLS x _j i ---_— I I / C F-: @ 48" O.C. L I 1 I •0) 0 CN 6" I I I N z 000 cD co _ 1 I #5x24" REBAR DOWELS U J 1 I DRIVEN INTO 5/8"0 x 6" z p w 0 m rn (1)—#5 CONT. HORIZ.-���� I I HOLES @ TOP, BOTTOM, MID—HT, C z z r) r7 @ MID—HT. t'— ---I'------F & FTG, ALONG JUNCTION OF NEW 0 FOUNDATION TO EXISTING W^� i I I z •c 0 ~ ° ta (2)—#5's CONT. HORIJ. I I D (N) 2x10 OR 9 1/2" LVL (E) 9 1/2" TJI TOP & BOT. I I I z 'p� SISTERED TO (E) W/ FLOOR JOIST @ 16' I 1 I Z (4)-16d NAILS @ 12" _L.....1 cv 00 � � PACK WEB SOLID, TYP. FROST DEPTH I i — r cn o, � T.O.F. I � —I I 1 1 ----L 000) 0) 5 TYPICAL JOIST SISTERING SCALE: 3/4" = 1'—O o + Q (E) FOUNDATION WALL & FOOTING �rTT( (N) (3)-1 3/4x11 7/8 LVL w (9 1/2 LVLs @ SIM ) - 4—) II II 2 TYPICAL NEW TO EXISTING FOUNDATION SCALE: 3/4" = 1'-0" I \3' 1 1/4" S4 0 r--i BLOCKING PANELS LVLs MUST BE PROPERLY BETWEEN JOISTS @ WATERPROOFED AT ALL BEARING, TYP. EXTERIOR DECKS, TYP. • BENT I 's: 1/4"x5 1/2"x0'-7 1 4 5 1/2" (((� • & 1!4"x4 1/4"xO'-5 1/2 W/ k4)— 3/4 0 THRU—BOLTS & (2)— 3 I 0 ' 3/4"0 x 8" LAGS " I I 1/2 b x 10 A B. s@ 48 O.C. 4 II IN CONT TREATED 2x8 FE ® ® II EXISTING MATCH EXISTS T.O. PLYWD ---- -----� __ T.O. PLYWD. II II I o r--i II it II o 0 � bX CANT. END OF (3) LVLs II II �oo�/��o�,,/�,,�,\- l II II I ( �ii�ii��i — VERIFY (E) HEADERS REPORT SIZE & R.O. (1)—#5 CONT. HORIZ. TO ENGINEER FOR EVALUATION. I I @ MID—HT (E) DROPPED BEAM I I 16" I—JOISTS PER PLAN O I I d = . � O E) EXTERIOR STUD WALL I i ° d #5 DWLS x J I I CRAWLSPACE ° @ 48" O.C. L I I I I 44 (2)—#5's CONT. HORIZ. � I I TOP & BOT. 4 SCALE: 3/4" = 1'-0 FROST DEPTH S4 �o T.O.F. I I d I I LPERIMETER DRAIN PER I I 4" 8" 4" I I SOILS ENGINEER I I NOTE: I I 1'-4" designed by LRH ALL CANTILEVERED TJis & I I y LRH LVLs MUST BE PROPERLY I I drawn b WATERPROOFED AT ALL I I I—JOIST BLKG PANELS EXTERIOR DECKS, TYP. I I checked by BETWEEN JOISTS @ I I ` BEARING, TYP. (N) RIM BOARD I I issued - I I I I PRELIM 04109/04 EXISTING I I I I II II I I I I II II I I II II I I II II i I I I (E) FOUNDATION WALL & FOOTING ZcANT. ENDS OF 11 7/8" -------------I I I—JOISTS PER PLAN _ I I ------------- ---L------------------ -� (2)-1 3/4"x16" LVLs I I sheet I I EACH SIDE OF E) 6 3/4x15 E) EXTERIOR STUD WALL ( I G.L. ((4) TOTAL) H RU(2) ROWS OF 3/4"0 TH L-------------------------� BOLTS @ 24" ALONG ENTIRE r LENGTH OF BEAM. S4 3 SCALE: 3/4" = 1'-0 1 TYPICAL NEW FOUNDATION SECTION SCALE: 3/4" = 1'—O" S4 S4 JOB # 0404-02