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NORTH SITE LOCATION PROJECT DIRECTORY PROJECT CONTRACTOR: BluSky Restoration (WESTERN SLOPE OFFICE) P.O. BOX 1380 GYPSUM, CO 81637 CONSTRUCTION CONTACT: MARK McDONOUGH CELL: 970-778-6580 STRUCTURAL ENGINEER: Pie CONSULTING & ENGINEERING 6275 JOYCE DRIVE, SUITE 200 ARVADA, CO 80403 PROJECT ENGINEER: CHRIS MOULDER, P.E. OFFICE: 303-552-0177 CELL: 303-919-9148 PROJECT ARCHITECT: JOE SMITH, A.I.A. OFFICE: 303-552-0177 CELL: 720-244-1806 CODE ANALYSIS AND REQUIREMENTS ORIGINAL CODE: UNKNOWN APPLICABLE CODE: 2009 INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), GARFIELD COUNTY AMENDMENTS. WILLOW RIDGE APARTMENTS FIRE DAMAGE STRUCTURAL REHABILITATIO 854 WEST BATTLEMENT PARKWAY BUILDING - D, UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 PROJECT INFO PMATIO\ PROJECT NOTES: 1. THE RECOMMENDATIONS CONTAINED HEREIN ARE FOR REPAIRS TO THE FIRE -DAMAGED AREAS ONLY, AND THE COUNTY OF GARFIELD REQUIRED CODE UPGRADES. 2. ALL DAMAGED PLUMBING, ELECTRICAL, MECHANICAL, AND GAS COMPONENTS ARE TO BE REPLACED OR MODIFIED AS REQUIRED TO MEET STATE OF COLORADO (ELECTRICAL) AND GARFIELD COUNTY BUILDING CODES AND AMENDMENTS. THESE ITEMS WILL REQUIRE INSPECTION BY THE APPROPRIATE BUILDING DEPARTMENT. GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONFIGURATIONS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD DIMENSIONS. ELEVATIONS AND DIMENSIONS OF ADJACENT FACILITIES SHALL HAVE PRECEDENCE OVER ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS. WHEN A CONFLICT ARISES BETWEEN ELEVATIONS OR DIMENSIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER REPRESENTATIVE IN WRITING WITHIN 24 HOURS FROM THE TIME THE CONFLICT IS NOTICED. 3. ALL ITEMS OF WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER, AND IN ACCORDANCE NTH BEST MODERN CONSTRUCTION PRACTICE. ALL MATERIALS, EQUIPMENT AND WORK SHALL COMPLY WITH ALL CURRENTLY APPROVED OR ACCEPTED PROVISIONS OF APPLICABLE CODES, STANDARDS, PRODUCT MANUFACTURER SPECIFICATIONS, INSTALLATION INSTRUCTIONS, AND ALL FEDERAL, STATE, COUNTY, AND MUNICIPAL CODES, LAWS, AND ORDINANCES. SUCH CODES, STANDARDS, LAWS, AND ORDINANCES SHALL, UNLESS OTHERWISE MUTUALLY AGREED UPON, BE THOSE THAT WERE IN EFFECT ON THE DATE OF THE BUILDING PERMIT ISSUANCE. 4. CONTRACTOR SHALL MAKE MAXIMUM EFFORT TO PERFORM ALL WORK IN THE LEAST DISRUPTIVE MANNER AND MAINTAIN A SAFE ENVIRONMENT DURING CONSTRUCTION. BARRICADES AND CONTROLS SHALL BE ERECTED AND MAINTAINED BY THE CONTRACTOR UNTIL COMPLETION OF PROJECT. 5. ALL EXISTING UTILITIES SHALL BE PROTECTED AND ALL DAMAGES TO LANDSCAPING, SPRINKLERS, UTILITIES, OR OTHER EXISTING STRUCTURES AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE NOTED. 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCAL TRAFFIC AND PEDESTRIAN CONTROL AND SITE SAFETY AND SECURITY. RESETTING OF SIGNS SHALL INCLUDE THE TEMPORARY RESETTING OF SIGNS NECESSARY FOR TRAFFIC AND PEDESTRIAN REGULATION (CAUTION SIGNS, ETC.) AT TIMES OF EQUIPMENT EMPLOYMENT, THE CONTRACTOR SHALL EMPLOY FIELD PERSONNEL TO AID IN GUIDING PEDESTRIAN TRAFFIC SAFELY AWAY FROM THE WORKING AREA. THE AUDIO SIGNALS OF ALL CONSTRUCTION MACHINERY SHALL BE IN WORKING ORDER DURING THE CONSTRUCTION. 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY BUILDING PERMITS. 9. CONTRACTOR SHALL ESTABLISH A WRITTEN SCHEDULE OF CONSTRUCTION AND REVIEW SAID SCHEDULE WITH ENGINEER AND OWNER FOR APPROVAL. 10. CONTRACTOR IS TO COORDINATE CONSTRUCTION WITH ENGINEER AND OWNER AS REQUIRED. 11. THE ENGINEER SHALL RETAIN RIGHT TO APPROVE OR REJECT ALL WORK PERFORMED. 12. CONTRACTOR SHALL REMOVE ALL EQUIPMENT, UNUSED MATERIAL, AND DEBRIS FROM THE PREMISES AND LEAVE THE SITE IN A NEAT AND CLEAN CONDITION. 13. CONSTRUCTION OBSERVATIONS: IF THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO THE BIDDING PHASE, CONTRACT ADMINISTRATION, AND THE SITE OBSERVATION OF THE CONTRACTOR'S WORK OR PERFORMANCE, THEN BY THE ACCEPTANCE OF THESE DRAWINGS AND SPECIFICATIONS, IT IS AGREED THAT THE OWNER WILL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIM OR SUIT WHATSOEVER, INCLUDING, BUT NOT LIMITED TO, ALL PAYMENTS, EXPENSES OR COSTS INVOLVED, ARISING FROM OR ALLEGED TO HAVE RISEN FROM THE CONTRACTOR'S PERFORMANCE OR THE FAILURE OF THE CONTRACTOR'S WORK TO CONFORM TO THE DESIGN INTENT AND THE CONTRACT DOCUMENTS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL FLOWS IN AND ENTERING ALL DRAINAGE FACILITIES AFFECTED BY THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING REASONABLE STEPS THROUGH DIKING, DIVERSION PONDING, CONTROL OF EQUIPMENT OPERATIONS AND CONSTRUCTION OF SILT CAPTURING BASINS TO PREVENT POLLUTION. 15. CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THESE DRAWINGS AGAINST EXISTING CONDITIONS, AND NOTIFY ENGINEER OF DISCREPANCIES. 16. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL ARCHITECTURAL SUBSTITUTIONS. 17. ENGINEER'S APPROVAL MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. 18. IF A CONFLICT EXISTS BETWEEN SPECIFICATIONS OR PLANS, THE MOST RESTRICTIVE SHALL GOVERN UNLESS APPROVED IN WRITING BY THE ENGINEER OR ARCHITECT OF RECORD. 19. CONTRACTOR IS RESPONSIBLE FOR ALL WATER AND SMOKE DAMAGE REMEDIATION PRIOR TO STRUCTURAL REPAIRS. (U.N.O.) GENERAL NOTES CONTINUED: CONDITIONS OF PERMIT BLCO-12-12-2716 Willow Ridge @ Battlement Mesa, LLC Fire Restoration and Repairs 854 West Battlement Pkwy, Bldg D Parachute, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IECC, IFC, AND THE MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) CONTACT LOCAL FIRE DISTRICT FOR PERTINENT IFC REQUIREMENTS PRIOR TO CONSTRUCTION. FIRE DISTRICT FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION. 3) DWELLING UNIT SEPARATION PER 2009 IBC, SECTIONS 420, 709, AND 712. ONE (1) HOUR SEPARATION IS REQUIRED WITHOUT SPRINKLER SYSTEM, ONE HALF (fi) HOUR SEPARATION IS REQUIRED WITH SPRINKLER SYSTEM. 4) CARBON MONOXIDE (CO) ALARMS REQUIRED PER COLORADO HOUSE BILL 09-1091. 5) WOOD BURNING FIREPLACES AND STOVES MUST BE EPA PHASE II LISTED. 6) ALL DEVIATIONS FROM PLANS REQUIRE ENGINEER/ARCHITECT'S STAMPED APPROVAL. 7) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 8) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 9) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR CO/FINAL APPROVAL 20. APPLICABLE CODES AND STA - 2009 INTERNATIONAL BUILDING CODES (IBC) PER GARFIELD COUNTY. -AMENDMENTS TO THE BUILDING CODES OF THE GOVERNING BUILDING DEPARTMENT. - A.I.S.C. "MANUAL OF STEEL CONSTRUCTION", 13th EDITION. - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2005 EDITION. -ASCE 7-05: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. - WHEN A CONFLICT EXISTS BETWEEN SPECIFICATIONS, PLANS, OR CODES THE MOST STRINGENT SHALL GOVERN. - BUILDING DESIGNATIONS: GROUP R-2 USE/OCCUPANCY TYPE V-A CONSTRUCTION. REPAIRS SHALL RESULT IN NOT LESS THAN ONE-HOUR FIRE-RESIS11VE CONSTRUCTION THROUGHOUT. 21. DESIGN LOADS USED IN THE DESIGN - SNOW LOAD = 40 PSF (APPROX. ELEVATION AT ROOF OOR 5300 FEET) 40 PSF LIVE -FLOOR LOAD = - WIND LOAD = -DEAD LOAD = PER MATERIALS 22. WOOD - ALL REPAIR FRAMING WOOD TO BE DOUGLAS FIR -LARCH GRADED UNLESS OTHERWISE NOTED, OR DESIGNATED BY ROOF TRUSS MANUFACTURER. See See�, gyms af',4rrhi71- 90 MPH, EXPOSURE B( Aox S./4407 -eyi,,rea ien,4 - ALL DIMENSIONAL LUMBER SHALL BE S4S AT A MAXIMUM 19% MOISTURE CONTENT. -NO FINGER JOINTED MATERIAL WILL BE ALLOWED IN THE CONSTRUCTION. - ALL WOOD JOISTS OR BEAMS SHALL BE DOUGLAS FIR -LARCH #2 OR BETTER. - ALL STRINGERS, POSTS AND TIMBERS SHALL BE DOUGLAS FIR -LARCH #2 OR BETTER UNO. - ALL WOOD CONNECTORS CALLED OUT ON PLANS SHALL BE SIMPSON STRONG TIE OR EQUIVALENT. USE MANUFACTURER'S SPECIFIED NAILS OR BOLTS, TYPICAL. -ALL ROOF SHEATHING SHALL BE 15/32" MIN. STRUCTURAL 1 SPAN -RATED EXTERIOR SHEATHING. OSB IS AUTHORIZED. -ALL LAMINATED VENEER LUMBER (LVL) SHALL CONFORM TO THE FOLLOWING: *BENDING: 2,600 PSI *SHEAR. 285 PSI *TENSION PARALLEL TO GRAIN: 1,555 PSI *COMPRESSION PARALLEL TO GRAIN: 2,500 PSI *COMP. PERP. TO GRAIN: 750 PSI APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD EPAKFMPNT Duca B/ZBy, LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE page of 23. WATERPROOFING - APPLY 36 -INCH WIDE GRACE ICE AND WATER SHIELD® OR APPROVED EQUAL AT APARTMENT ROOF RIDGE, RAKES, HIPS, CONFINED RAKES & LOW SLOPE AREAS. - APPLY MIN. OF (2) LAYERS OF TYPE I (NO. 15) ASPHALT -SATURATED BUILDING PAPER ROOF UNDERLAYMENT HORIZONTALLY IN SHINGLE FASHION. UNDERLAYMENT SHALL LAP OVER ICE & WATER SHIELD. - APPLY GRACE VYCOR® PLUS OR APPROVED EQUAL AT WINDOWS AND EXTERIOR DOORS. - SEE DETAILS FOR ADDITIONAL REQUIREMENTS. 23. INSULATION (CLIMATE ZONE 5B) - WINDOWS/DOORS: U = .35 - CEILING/ROOF R VALUE: R-38 - EXTERIOR WALL R VALUE: R-20 - PROTECT PLUMBING IN ATTIC AND EXTERIOR WALLS AS REQUIRED TO PREVENT FREEZING. BLCO-12-12-2716 a) 61 E m 3 m 0 Arehitaers-Stamp Revision Description 2 A 0 L 0 0 z cC a C a WILLOW RIDGE APARTMENTS REPAIR PLANS COVER SHEET 854 WEST BATTLEMENT PARKWAY (BUILDING - D) UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 00712342.00 (010) N T -- CN N- 0 N 0 2 U- 2 0 Sheet Size: z a a Issue Date: c R c Checked: mcri u H co 0 d U ca cu CO Col 3 a' cy cc r L r 02 0 T LID 0 CO c 0 c ` (o co towocts N N U19 L0 0 in O > co N Q co CO T x E ozs o co o N fl r p O N a) U7Q • co a 0 ca OZ Z— I -W JW UZ O Z U W SHEET c -I SHEET INDEX C-1 COVER SHEET A/S-1 FIRST FLOOR REPAIR LAYOUT A/S-2 SECOND FLOOR REPAIR LAYOUT A/S-3 ROOF FRAMING REPAIR LAYOUT S-4 CHIMNEY REPAIR LAYOUT AD -1 ARCHITECTURAL DETAILS AD -2 ARCHITECTURAL DETAILS AD -3 ARCHITECTURAL DETAILS SD -1 STRUCTURAL DETAILS WILLOW RIDGE APARTMENTS FIRE DAMAGE STRUCTURAL REHABILITATIO 854 WEST BATTLEMENT PARKWAY BUILDING - D, UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 PROJECT INFO PMATIO\ PROJECT NOTES: 1. THE RECOMMENDATIONS CONTAINED HEREIN ARE FOR REPAIRS TO THE FIRE -DAMAGED AREAS ONLY, AND THE COUNTY OF GARFIELD REQUIRED CODE UPGRADES. 2. ALL DAMAGED PLUMBING, ELECTRICAL, MECHANICAL, AND GAS COMPONENTS ARE TO BE REPLACED OR MODIFIED AS REQUIRED TO MEET STATE OF COLORADO (ELECTRICAL) AND GARFIELD COUNTY BUILDING CODES AND AMENDMENTS. THESE ITEMS WILL REQUIRE INSPECTION BY THE APPROPRIATE BUILDING DEPARTMENT. GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONFIGURATIONS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD DIMENSIONS. ELEVATIONS AND DIMENSIONS OF ADJACENT FACILITIES SHALL HAVE PRECEDENCE OVER ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS. WHEN A CONFLICT ARISES BETWEEN ELEVATIONS OR DIMENSIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER REPRESENTATIVE IN WRITING WITHIN 24 HOURS FROM THE TIME THE CONFLICT IS NOTICED. 3. ALL ITEMS OF WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER, AND IN ACCORDANCE NTH BEST MODERN CONSTRUCTION PRACTICE. ALL MATERIALS, EQUIPMENT AND WORK SHALL COMPLY WITH ALL CURRENTLY APPROVED OR ACCEPTED PROVISIONS OF APPLICABLE CODES, STANDARDS, PRODUCT MANUFACTURER SPECIFICATIONS, INSTALLATION INSTRUCTIONS, AND ALL FEDERAL, STATE, COUNTY, AND MUNICIPAL CODES, LAWS, AND ORDINANCES. SUCH CODES, STANDARDS, LAWS, AND ORDINANCES SHALL, UNLESS OTHERWISE MUTUALLY AGREED UPON, BE THOSE THAT WERE IN EFFECT ON THE DATE OF THE BUILDING PERMIT ISSUANCE. 4. CONTRACTOR SHALL MAKE MAXIMUM EFFORT TO PERFORM ALL WORK IN THE LEAST DISRUPTIVE MANNER AND MAINTAIN A SAFE ENVIRONMENT DURING CONSTRUCTION. BARRICADES AND CONTROLS SHALL BE ERECTED AND MAINTAINED BY THE CONTRACTOR UNTIL COMPLETION OF PROJECT. 5. ALL EXISTING UTILITIES SHALL BE PROTECTED AND ALL DAMAGES TO LANDSCAPING, SPRINKLERS, UTILITIES, OR OTHER EXISTING STRUCTURES AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE NOTED. 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCAL TRAFFIC AND PEDESTRIAN CONTROL AND SITE SAFETY AND SECURITY. RESETTING OF SIGNS SHALL INCLUDE THE TEMPORARY RESETTING OF SIGNS NECESSARY FOR TRAFFIC AND PEDESTRIAN REGULATION (CAUTION SIGNS, ETC.) AT TIMES OF EQUIPMENT EMPLOYMENT, THE CONTRACTOR SHALL EMPLOY FIELD PERSONNEL TO AID IN GUIDING PEDESTRIAN TRAFFIC SAFELY AWAY FROM THE WORKING AREA. THE AUDIO SIGNALS OF ALL CONSTRUCTION MACHINERY SHALL BE IN WORKING ORDER DURING THE CONSTRUCTION. 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY BUILDING PERMITS. 9. CONTRACTOR SHALL ESTABLISH A WRITTEN SCHEDULE OF CONSTRUCTION AND REVIEW SAID SCHEDULE WITH ENGINEER AND OWNER FOR APPROVAL. 10. CONTRACTOR IS TO COORDINATE CONSTRUCTION WITH ENGINEER AND OWNER AS REQUIRED. 11. THE ENGINEER SHALL RETAIN RIGHT TO APPROVE OR REJECT ALL WORK PERFORMED. 12. CONTRACTOR SHALL REMOVE ALL EQUIPMENT, UNUSED MATERIAL, AND DEBRIS FROM THE PREMISES AND LEAVE THE SITE IN A NEAT AND CLEAN CONDITION. 13. CONSTRUCTION OBSERVATIONS: IF THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO THE BIDDING PHASE, CONTRACT ADMINISTRATION, AND THE SITE OBSERVATION OF THE CONTRACTOR'S WORK OR PERFORMANCE, THEN BY THE ACCEPTANCE OF THESE DRAWINGS AND SPECIFICATIONS, IT IS AGREED THAT THE OWNER WILL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIM OR SUIT WHATSOEVER, INCLUDING, BUT NOT LIMITED TO, ALL PAYMENTS, EXPENSES OR COSTS INVOLVED, ARISING FROM OR ALLEGED TO HAVE RISEN FROM THE CONTRACTOR'S PERFORMANCE OR THE FAILURE OF THE CONTRACTOR'S WORK TO CONFORM TO THE DESIGN INTENT AND THE CONTRACT DOCUMENTS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL FLOWS IN AND ENTERING ALL DRAINAGE FACILITIES AFFECTED BY THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING REASONABLE STEPS THROUGH DIKING, DIVERSION PONDING, CONTROL OF EQUIPMENT OPERATIONS AND CONSTRUCTION OF SILT CAPTURING BASINS TO PREVENT POLLUTION. 15. CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THESE DRAWINGS AGAINST EXISTING CONDITIONS, AND NOTIFY ENGINEER OF DISCREPANCIES. 16. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL ARCHITECTURAL SUBSTITUTIONS. 17. ENGINEER'S APPROVAL MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. 18. IF A CONFLICT EXISTS BETWEEN SPECIFICATIONS OR PLANS, THE MOST RESTRICTIVE SHALL GOVERN UNLESS APPROVED IN WRITING BY THE ENGINEER OR ARCHITECT OF RECORD. 19. CONTRACTOR IS RESPONSIBLE FOR ALL WATER AND SMOKE DAMAGE REMEDIATION PRIOR TO STRUCTURAL REPAIRS. (U.N.O.) GENERAL NOTES CONTINUED: CONDITIONS OF PERMIT BLCO-12-12-2716 Willow Ridge @ Battlement Mesa, LLC Fire Restoration and Repairs 854 West Battlement Pkwy, Bldg D Parachute, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IECC, IFC, AND THE MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) CONTACT LOCAL FIRE DISTRICT FOR PERTINENT IFC REQUIREMENTS PRIOR TO CONSTRUCTION. FIRE DISTRICT FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION. 3) DWELLING UNIT SEPARATION PER 2009 IBC, SECTIONS 420, 709, AND 712. ONE (1) HOUR SEPARATION IS REQUIRED WITHOUT SPRINKLER SYSTEM, ONE HALF (fi) HOUR SEPARATION IS REQUIRED WITH SPRINKLER SYSTEM. 4) CARBON MONOXIDE (CO) ALARMS REQUIRED PER COLORADO HOUSE BILL 09-1091. 5) WOOD BURNING FIREPLACES AND STOVES MUST BE EPA PHASE II LISTED. 6) ALL DEVIATIONS FROM PLANS REQUIRE ENGINEER/ARCHITECT'S STAMPED APPROVAL. 7) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 8) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 9) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR CO/FINAL APPROVAL 20. APPLICABLE CODES AND STA - 2009 INTERNATIONAL BUILDING CODES (IBC) PER GARFIELD COUNTY. -AMENDMENTS TO THE BUILDING CODES OF THE GOVERNING BUILDING DEPARTMENT. - A.I.S.C. "MANUAL OF STEEL CONSTRUCTION", 13th EDITION. - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2005 EDITION. -ASCE 7-05: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. - WHEN A CONFLICT EXISTS BETWEEN SPECIFICATIONS, PLANS, OR CODES THE MOST STRINGENT SHALL GOVERN. - BUILDING DESIGNATIONS: GROUP R-2 USE/OCCUPANCY TYPE V-A CONSTRUCTION. REPAIRS SHALL RESULT IN NOT LESS THAN ONE-HOUR FIRE-RESIS11VE CONSTRUCTION THROUGHOUT. 21. DESIGN LOADS USED IN THE DESIGN - SNOW LOAD = 40 PSF (APPROX. ELEVATION AT ROOF OOR 5300 FEET) 40 PSF LIVE -FLOOR LOAD = - WIND LOAD = -DEAD LOAD = PER MATERIALS 22. WOOD - ALL REPAIR FRAMING WOOD TO BE DOUGLAS FIR -LARCH GRADED UNLESS OTHERWISE NOTED, OR DESIGNATED BY ROOF TRUSS MANUFACTURER. See See�, gyms af',4rrhi71- 90 MPH, EXPOSURE B( Aox S./4407 -eyi,,rea ien,4 - ALL DIMENSIONAL LUMBER SHALL BE S4S AT A MAXIMUM 19% MOISTURE CONTENT. -NO FINGER JOINTED MATERIAL WILL BE ALLOWED IN THE CONSTRUCTION. - ALL WOOD JOISTS OR BEAMS SHALL BE DOUGLAS FIR -LARCH #2 OR BETTER. - ALL STRINGERS, POSTS AND TIMBERS SHALL BE DOUGLAS FIR -LARCH #2 OR BETTER UNO. - ALL WOOD CONNECTORS CALLED OUT ON PLANS SHALL BE SIMPSON STRONG TIE OR EQUIVALENT. USE MANUFACTURER'S SPECIFIED NAILS OR BOLTS, TYPICAL. -ALL ROOF SHEATHING SHALL BE 15/32" MIN. STRUCTURAL 1 SPAN -RATED EXTERIOR SHEATHING. OSB IS AUTHORIZED. -ALL LAMINATED VENEER LUMBER (LVL) SHALL CONFORM TO THE FOLLOWING: *BENDING: 2,600 PSI *SHEAR. 285 PSI *TENSION PARALLEL TO GRAIN: 1,555 PSI *COMPRESSION PARALLEL TO GRAIN: 2,500 PSI *COMP. PERP. TO GRAIN: 750 PSI APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD EPAKFMPNT Duca B/ZBy, LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE page of 23. WATERPROOFING - APPLY 36 -INCH WIDE GRACE ICE AND WATER SHIELD® OR APPROVED EQUAL AT APARTMENT ROOF RIDGE, RAKES, HIPS, CONFINED RAKES & LOW SLOPE AREAS. - APPLY MIN. OF (2) LAYERS OF TYPE I (NO. 15) ASPHALT -SATURATED BUILDING PAPER ROOF UNDERLAYMENT HORIZONTALLY IN SHINGLE FASHION. UNDERLAYMENT SHALL LAP OVER ICE & WATER SHIELD. - APPLY GRACE VYCOR® PLUS OR APPROVED EQUAL AT WINDOWS AND EXTERIOR DOORS. - SEE DETAILS FOR ADDITIONAL REQUIREMENTS. 23. INSULATION (CLIMATE ZONE 5B) - WINDOWS/DOORS: U = .35 - CEILING/ROOF R VALUE: R-38 - EXTERIOR WALL R VALUE: R-20 - PROTECT PLUMBING IN ATTIC AND EXTERIOR WALLS AS REQUIRED TO PREVENT FREEZING. BLCO-12-12-2716 a) 61 E m 3 m 0 Arehitaers-Stamp Revision Description 2 A 0 L 0 0 z cC a C a WILLOW RIDGE APARTMENTS REPAIR PLANS COVER SHEET 854 WEST BATTLEMENT PARKWAY (BUILDING - D) UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 00712342.00 (010) N T -- CN N- 0 N 0 2 U- 2 0 Sheet Size: z a a Issue Date: c R c Checked: mcri u H co 0 d U ca cu CO Col 3 a' cy cc r L r 02 0 T LID 0 CO c 0 c ` (o co towocts N N U19 L0 0 in O > co N Q co CO T x E ozs o co o N fl r p O N a) U7Q • co a 0 ca OZ Z— I -W JW UZ O Z U W SHEET c -I Revision Description NOTE: REFER TO ARCHITECTURAL DRAWINGS IN THIS PLAN SET FOR ADDITIONAL FIRE SEPARATION, SOUND TRANSFER MITIGATION AND FINISH INFORMATION. NOTE: POSTS MUST MATCH NUMBER & SIZE OF POSTS SUPPORTING ROOF ABOVE. POSTS MUST FULLY "SQUASH" BETWEEN PLATES AND WITHIN FLOOR SYSTEM. SECURE ALL PLIES W/ 16d NAILS © 12" O.C. STAGGERED EA. FACE. ALTERNATIVELY TO AVOID SPLITTING, #12 X 3y"LG. COARSE THREAD DECK SCREWS 0 12" O.C. EA. FACE MAY BE USED. ALL POSTS MUST BE DF—L #2 OR BETTER. IN ADDITION TO FASTENERS, ALL PLIES SHALL BE STRAPPED CONTINUOUS ON ALL SIDES AT Y POINTS BETWEEN PLATES (2) PER POST PACK. USE SIMPSON CS20 STRAPS. FILL EVERY OTHER NAIL HOLE W/ 8c1 NAILS. See +14-c4e ct C O el( 477,44 (Zeq u / revwe rt J-. S.A. SMOKE ALARMS: 1. ON THE CEILING OR WALL OUTSIDE OF EA. SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. 2. IN EA. ROOM USED FOR SLEEPING PURPOSES. 3. THE SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER NAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 4. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. FIRE—RESISTANCE NOTES (TYPICAL 0 ALL LEVELS) 1. COMMON STAIR CEILING ASSEMBLY TO BE CONSTRUCTED AS FOLLOWS: BASE LAYER /8" TYPE 'X' GYPSUM WALLBOARD APPLIED 0 RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. W/ 13/4" IYPE 'S' OR TYPE 'W' DRYWALL SCREWS 24" O.C. 0 FACE LAYER. g" TYPE 'X' GYPSUM WALLBOARD APPLIED 0 RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER W/ 1743" TYPE 'S' OR TYPE 'W' DRYWALL SCREWS 12" O.C. 0 JOINTS & INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE 'G' DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. 2. APARTMENT ENTRY DOORS SHALL HAVE A MINIMUM FIRE RESISTANCE RATING OF 4 HOURS. 3. REMOVE & REPLACE/REPAIR ANY DAMAGED FLOOR SHEATHING AS REQUIRED WITH LIKE MATERIAL 4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE W/ IBC § 906. 5. FIRE ALARM SYSTEM IS NOT REQUIRED PURSUANT TO 2009 INTERNATIONAL FIRE CODE § 4603.6.6 6. INSTALL FIRE CAULK AT ALL PENETRATIONS IN FIRE—RESISTIVE RATED WALL, CEILING, AND FLOOR ASSEMBLIES. NOTES: = PARTITION WALLS AT 1ST AND 2ND FLOORS. SEE NOTE ABOVE FOR ASSEMBLY REQUIREMENTS. = BATHROOM PARTY WALL SUBSTITUTION 1ST AND 2ND FLOORS. LOCATION AS SHOWN. = EXISTING JOIST NUMBERING FOR REFERENCE. SEE NOTES ON UNIT 105 DECK FOR REPAIRS/FRAMING DESIGN. SEE SHEET S-4 FOR FIREPLACE & CHIMNEY REPAIR INFORMATION (TYP. AT BOTH UNITS) STAIR LANDING AT SECOND FLOOR ABOVE INTERIOR PORTION WALL NOTE: ALL INTERIOR PARTITION WALLS TO BE CONSTRUCTED W/ (1) LAYER g" TYPE 'X' SHEETROCK ON EA. SIDE. LIVING ROOM UNIT 104 INSTALL 2X BLOCKING AT ALL HORIZ. OPENINGS IN CEIUNG ASSEMBLY ABOVE TOP PLATE OF PARTY WALL STUD WALLS. (TYP.) KITCHEN DINING ROOM COVERED PATIO WITH COVERED DECK ABOVE BEDROOM 1 O S.A. INTERIOR PARTIllON rrr WALL CLOSET HALLWAY ( 0 S.A. CO ..fir LAUNDRYINTERIOR PARTITION ROOM WALL ! T INTERIOR PARTITION WALL STORAGE BATH ROOM (4 -PLY) 2X4 POST MASTER BEDROOM S.A. `- INTERIOR PARTITION WALL MASTER BATH ROOM (4 -PLY) 2X4 POST CLOSET • (TYP.) REMOVE & REPLACE DAMAGED WALL FRAMING ON NORTH WALL OF MECHANICAL SHED. ATTENTION: SEPARATION BETWEEN UNITS IS EXAGGERATED OR PLAN PURPOSES ONLY. KITCHEN STAIR LANDING AT SECOND FLOOR CONNECT EXISTING 4X4 POSTS TO EXISTING BAND JOIST/BEAM W/ (2) %" DIA. X 5" LAG BOLTS. (TYP. 0 ALL POSTS SUPPORTING 2ND FLR. DECKS) �l DINING ROOM INTERIOR PARTITION WALL UNIT 105 INSTALL SIMPSON LS90 CUP AT OUTSIDE CORNER OF OUTER 2X TRIM BOARD TO 11E -IN CONNECTION. USE 10d NAILS TO FASTEN. (TYP. EA. DECK) EXISTING' JOIST MEMBER. (TYP.) LIVING ROOM SISTER DF -L #2 2X10 JOIST TO BROKEN JOIST. INSTALL SIMPSON LSU210-2 HANGER TO SUPPORT BOTH JOISTS AT HEADER. CONNECT PLIES WI (2) ROWS OF 10d NAILS AT 8" O.C. BEAR SISTER JOIST ON EXTERIOR WAW COVERED PATIO WITH COVERED DECK ABOVE l STORAGE SEE DETAIL -2 SHEET AD -1 FOR SPECIAL WALL ASSEMBLY REQUIREMENTS 0 BATHROOM & MASTER BATHROOM COMMON WALLS. AS SHOWN BY ANGLED HATCH. I I I LAUNDRY ROOM HALLWAY BATH ROOM INTERIOR PARTITION WALL O S.A. CO CLOSET INTERIOR PAR II LION WAI.I O S.A. BEDROOM 1 (4 -PLY) 2X4 POST MASTER BATH ROOM INTERIOR PARTITION WALL CLOSET 0 S.A. MASTER BEDROOM I (4 -PLY) 2X4 POST i MECHANICAL FASTEN PUES OF BEAM AND BAND JOIST WI 3c DIA. X 5" LAG BOLTS, 1" DIA. FLAT FENDER WASHERS, LOCK WASHERS, & NUTS 0 12" O.C. STAGGERED SO FASTENERS ARE DIVIDED INTO (2) ROWS TOP & BOTTOM. TIGHTEN SO PLIES ARE DRAWN TIGHT (TYP. 0 EA. DECK) 1ST FLOOR WALLS / 2ND FLOOR FRAMING REPAIR LAYOUT Scale: N.T.S. REMOVE & REPLACE SMOKE, WATER, & ARE DAMAGED EXTERIOR & INTERIOR FINISH COMPONENTS. FULLY SHEATH ALL EXTERIOR WALLS W/ 746" STRUCTURAL -1 3316 SPAN RATED OSB OR ,1" PLYWOOD. ORIENT ALL SHEETS HORIZONTALLY W/ STAGGERED 4' OFFSET OR VERTICAL JOINTS. FASTEN TO STUDS AND PLATES WI 8d NAILS 0 6" O.C. ALONG EDGES AND 8d NAILS 0 12: 0.C. AT INTERMEDIATE SUPPORTS. (TYP.) No. Dwn Chk Date A S WILLOW RIDGE APARTMENTS REPAIR PLANS FIRST FLOOR REPAIR LAYOUT 854 WEST BATTLEMENT PARKWAY (BUILDING - D) UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 0 2 0 Issue Date: U) 0 2 T m R Checked: '-A Ng 0 o r - N'it LC) � O O O > c0 -a- 0 ❑0 0) > ct O -a cts U) N Q ■ a) c x E O N ct O U N- N O LNC) Ln Cr) O N- fl O O a) N O) 10 -Q co Ln � 0 co drp (21 Z ZEr 1—W JW �Z cA_ Z t7 OZ W SHEET NS -1 NOTE: REFER TO ARCHITECTURAL DRAWINGS IN THIS PLAN SET FOR ADDITIONAL FIRE SEPARATION, SOUND TRANSFER MITIGATION AND FINISH INFORMATION. NOIL: POSTS MUST MATCH NUMBER & SIZE OF POSTS SUPPORTING ROOF ABOVE. POSTS MUST FULLY "SQUASH" BETWEEN PLATES AND WITHIN FLOOR SYSTEM. SECURE ALL PLIES WI 16d NAILS © 12" O.C. STAGGERED EA. FACE. ALTERNATIVELY TO AVOID SPLITTING, #12 X 33/2"LG. COARSE THREAD DECK SCREWS ® 12" O.C. EA. FACE MAY BE USED. ALL POSTS MUST BE DF—L #2 OR BETTER. IN ADDITION TO FASTENERS, ALL PLIES SHALL BE STRAPPED CONTINUOUS ON ALL SIDES AT y POINTS BETWEEN PLATES (2) PER POST PACK. USE SIMPSON CS20 STRAPS. FILL EVERY OTHER NAIL HOLE W/ 8d NAILS. SEE NOTES ON UNIT 205 DECK FOR REPAIRS/FRAMING DESIGN. SEE SHEET S-4 FOR FIREPLACE & CHIMNEY REPAIR INFORMATION (TYP. AT BOTH UNITS) (see /91%4-th d C Q nitr 4 R-ti/(ev.e4/ . S.A. SMOKE ALARMS: 1. ON THE CEILING OR WALL OUTSIDE OF EA. SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. 2. IN EA. ROOM USED FOR SLEEPING PURPOSES. 3. THE SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER NAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE- ALARMS HEALARMS IN THE INDIVIDUAL UNIT. 4. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. FIRE -RESISTANCE NOTES (TYPICAL CO ALL LEVELS) COMMON STAIR CEILING ASSEMBLY TO BE CONSTRUCTED AS FOLLOWS: BASE LAYER /8" TYPE 'X' GYPSUM WALLBOARD APPLIED ® RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WI 1y" TYPE '5' OR TYPE 'W' DRYWALL SCREWS 24" 0.C. ® FACE LAYER. %" TYPE 'X' GYPSUM WALLBOARD APPLIED ® RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER W/ 17/3" TYPE '5' OR TYPE 'W' DRYWALL SCREWS 12" O.C. ® JOINTS & INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE 'G' DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. APARTMENT ENTRY DOORS SHALL HAVE A MINIMUM FIRE RESISTANCE RATING OF HOURS. REMOVE & REPLACE/REPAIR ANY DAMAGED FLOOR SHEATHING AS REQUIRED WITH LIKE MATERIAL. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE W/ IBC § 906. FIRE ALARM SYSTEM IS NOT REQUIRED PURSUANT TO 2009 INTERNATIONAL FIRE CODE § 4603.6.6 INSTALL FIRE CAULK AT ALL PENETRATIONS IN FIRE—RESISTIVE RATED WALL, CEILING, AND FLOOR ASSEMBLIES. NOTES: = PARTIAL TO FULL FRAMING REPAIRS. = PARTITION WALLS AT 1ST AND 2ND FLOORS . SEE NOTE ABOVE FOR ASSEMBLY REQUIREMENTS. = BATHROOM PARTY WALL SUBSTITUTION 1ST AND 2ND FLOORS. LOCATION AS SHOWN. z 0 0 STAIR LANDING AT SECOND FLOOR COVERED DECK WITH COVERED PATIO BELOW LIVING ROOM UNIT 204 KITCHEN ATTENTION: SEPARATION BETWEEN UNITS IS EXAGGERATED FOR PLAN PURPOSES ONLY. 4 SD -1 KITCHEN STAIR LANDING AT SECOND FLOOR 0 UNIT 205 LIVING ROOM ALL STRUCTURAL MEMBERS OF DECKS SHALL BE FIRE RETARDANT TREATED WOOD, UNTREATED WOOD IS PERMITTED FOR GUARDRAIL COMPONENTS (PICKETS, RAILS) IF RAIL HEIGHT IS 42' OR LESS. SEE SHEET A/S-3 FOR ADDITIONAL FRAMING INFORMATION. INTERIOR PORTION WALL NOTE: ALL INTERIOR PARTITION WALLS TO BE CONSTRUCTED W/ (1) LAYER g" TYPE 'X' SHEETROCK ON EA. SIDE. k4 -PLY) 2X4 POST BEDROOM 1 O S.A. INTERIOR PARTITION WALL CLOSET HALLWAY LAUNDRY DINING ROOM ROOM INTERIOR PARTITION WALL DINING ROOM INTERIOR PARTITION WALL 1 INTERIOR CJJ PARTITION WALL STORAGE STORAGE w O INTERIOR PARTITION 1� WALL , SGA. INTERIOR PARTITION WALL BATH ROOM SEE DETAIL -2 SHEET AD -1 FOR SPECIAL WALL ASSEMBLY REQUIREMENTS ® BATHROOM & MASTER BATHROOM COMMON WALLS. AS SHOWN BY ANGLED HATCH. LAUNDRY ROOM HALLWAY BATH ROOM INTERIOR PARTITION WALL MASTER BEDROOM O S.A. MASTER BATH ROOM (4 -PLY) 2X4 POST r f (4 -PLY) 2X4 POST MASTER BATH ROOM 1 I - w U) O 0 1 FULLY SHEATH ALL EXTERIOR WALLS WI %6' STRUCTURAL -1 336 SPAN RATED OSB OR Y2- PLYWOOD. ORIENT ALL SHEETS HORIZONTALLY WI STAGGERED 4' OFFSET OR VERTICAL JOINTS. FASTEN TO STUDS AND PLATES W/ 8d NAILS 0 C D.C. ALONG EDGES AND 8d NAILS 0 12: O.C. AT INTERMEDIATE SUPPORTS. (TW. 0 ALL EXTERIOR WALLS) INSTALL 2X BLOCKING AT ALL HORIZ. OPENINGS IN CEILING ASSEMBLY ABOVE TOP PLATE OF PARTY WALL STUD WALLS. (.) CLOSET BEDROOM 1 S.A. (4 -PLY) 2X4 POST COVERED DECK WITH COVERED PATIO BELOW INTERIOR PARTITION WALL MASTER BEDROOM S S.A. REMOVE & RE -FRAME ALL WALLS OF STORAGE CLOSET. FRAME USING SIMILAR LAYOUT & CONFIGURATION AS EXISTING. FOLLOW NAILING & FASTENER SPECS. FROM 2009 IBC TABLE 2304,9.1. (2) 2X4 CORNER POST WI LW POCKET FRAMING BEAR LW ON POSTS AND BLOCK AT CORNER. FASTEN LW TO POSTS USING SIMPSON LTS12 STRAP. FASTEN LW W/ 10d NAILS PER MFR. SPECIFICATIONS. A/S_2 2ND FLOOR WALLS REPAIR LAYOUT Scale: N.T.S. NOTE: TEMPORARY LATERAL BRACING OR FULL WALL SHEATHING MUST BE IN PLACE AND FASTENED PRIOR TO INSTALLING ROOF TRUSSES TO ENSURE STRUCTURAL STABILITY DURING REPAIRS. CONTRACTOR IS RESPONSIBLE FOR ALL BRACING DESIGN. REMOVE TOP PLATES SISTER ALL DAMAGED STUDS AND REPLACE DBL. TOP PLATES. - SISTER ALL DAMAGED STUDS FULL HEIGHT W/ 10d COMMON NAILS 0 8' O.C. STAGGERED, OR #12 X 31G. COARSE -THREAD DECK SCREWS 0 C O.C. - SPLICE ALL TOP PLATES W/ 4' MIN. OVERLAP FASTEN PLIES W/ 10d COMMON NAILS ® 12' O.C. STAGGERED, OR #12 X 31G. COARSE -THREAD DECK SCREWS 0 12' O.C. -FASTEN STUDS TO NEW TOP PLATES WI (2) 16d COMMON NAILS OR (3) 10d COMMON NAILS. END NAIL CONNECTION. -FASTEN STUDS TO SOLE PLATE WI (4) 10d COMMON NAILS (2) PER SIDE. TOENAIL CONNECTION. Revision Description W 0 s U 0 0 z C C C C WILLOW RIDGE APARTMENTS REPAIR PLANS SECOND FLOOR REPAIR LAYOUT 854 WEST BATTLEMENT PARKWAY (BUILDING - D) UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 00712342.00 (010) 12/07/2012 a, 0 U) LL 0 Issue Date: Checked: • X E „tsc(S O • co Ti O O 1.0N a) Ln t . rek CO co tfri Z W -�W IN Z(� OZ VW SHEET NS -2 Aral NOTE: REFER TO ARCHITECTURAL DRAWINGS IN THIS PLAN SET FOR ADDITIONAL FIRE SEPARATION, SOUND TRANSFER MITIGATION AND FINISH INFORMATION. NOTE: POSTS MUST MATCH NUMBER & SIZE OF POSTS SUPPORTING ROOF ABOVE. POSTS MUST FULLY "SQUASH" BETWEEN PLATES AND WITHIN FLOOR SYSTEM. SECURE ALL PLIES W/ 16d NAILS © 12" O.C. STAGGERED EA. FACE. ALTERNATIVELY TO AVOID SPLITTING, #12 X 33"LG. COARSE THREAD DECK SCREWS © 12" O.C. EA. FACE MAY BE USED. ALL POSTS MUST BE DF—L #2 OR BETTER. IN ADDITION TO FASTENERS, ALL PLIES SHALL BE STRAPPED CONTINUOUS ON ALL SIDES AT y POINTS BETWEEN PLATES (2) PER POST PACK. USE SIMPSON CS20 STRAPS. FILL EVERY OTHER NAIL HOLE W/ 8d NAILS. NOTES: =FIRE SEPARATION PANELS AT ROOF TRUSSES. BETWEEN UNITS. = LOW ROOF OVER COMMON STAIRS. SEE SHEET S-4 FOR FIREPLACE & CHIMNEY REPAIR INFORMATION (TYP. AT BOTH UNITS) APPROXIMATE LOCATION OF ROOF HATCH. HATCH DENOTES EXISTING FLAT ROOF SEE SHEET AD -1 & AD -2, DETAILS 6 THRU 10 FOR REPAIR INFORMATION. QO + K" STAIR LANDING AT SECOND FLOOR COVERED DECK WITH COVERED PATIO BELOW LIVING ROOM UNIT 204 KITCHEN N 0 <n u, Is) w o m N Q u_ cN w cc 0 o w cc w La V) J. co o 0 0 DRYWALL DRAFT STOPPING CENTERED ABOVE UNIT SEPARATION WALL. TYPICAL ALL TRUSS BAYS EXCEPT OVER PARTIAL BREEZEWAY. (4 -PLY) 2X4 POST 1 LL (3 O I - HIP MASTER/STRUCTURAL 1 GABLE END ROOF TRUSS PER TRUSFAB DESIGNS. BEDROOM 1 CLOSET MIN. 20"X30" ATTIC ACCESS LOCATION SEE SHEET AD -1 DETAIL -5 FOR SPECIFICATIONS. HALLWAY • LAUNDRY DINING ROOM ROOM -ATTACH HIP MASTER GIRDERS TO WALL TOP PLATE W/ SIMPSON TBE4'S USING 10d NAILS PER MFR. SPECS. (2) CLIPS PER TRUSS. -ATTACH (1) SIMPSON LTS12 SNAP TO EACH HIP MASTER & TOP PLATE USING 10d NAILS PER MFR. SPECS. STORAGE LLLL LLL L L I I I 1 LLLL BATH ROOM ATTENTION: SEPARATION BETWEEN UNITS IS EXAGGERATED FOR PLAN PURPOSES ONLY. STAIR LANDING AT X SECOND FLOOR NOTE: TRUSSES AT CHIMNEY TO BEAR ON INTERIOR FIREPLACE WALL AS THE TRUSS MFR. DEEMS APPROPRIATE. FOR CHIMNEY FRAMING SEE SHEET S-4. STORAGE FIRE SEPARATION PANELS (TYP.) SEPARATING UNITS AT ROOF TRUSSES AS KITCHEN IT WN. UNIT 205 DINING ROOM LAUNDRY ROOM MIN. 20"X30" ATTIC ACCESS LOCATION SEE SHEET AD -1 - DETAIL -5 D -1 -DETAIL -5 FOR SPECIFICATIONS. HALLWAY FASTEN NEW 15/32" ROOF SHEATHING AFTER REMOVAL OF EXISTING SHEATHING USING 8d (MIN.) NAILS NEW/EXISTING TRUSSES @ 6" O.C. AT PANEL EDGES, AND 6" O.C. AT INTERIOR SUPPORTS. STAGGER ALL PANELS. I ATTACH HIP MASTER GIRDER TO TOP PLATES USING (2) SIMPSON TBE4'S USING 10d NAILS PER MFR. SPECS. (TYP. ® EA. EXTERIOR WALL FOR TRUSS 'AG' ON TRUSFAB'S PLANS) (TYP.) i MASTER a BEDROOM / A • • S • I MASTER BATH ROOM • ROOF TRUSS HIP FRAMING SEE TRUSFAB DESIGNS. • i (4 -PLY) 2X4 POST 'TEN TRUSSES (4 -PLY) VIER BEARING 2X4 POST NG SIMPSON H10A CLIPS. (TYP. ® ALL) II MASTER w BATH co BATH I ROOM o ROOM I 1\-------1.— i ■ ♦ �rr LLLL LLL L L L III LLLL BEDROOM 1 LIVING ROOM (4 -PLY) 2X4 POST MASTER BEDROOM • 0 2X4 RAFTERS TO BEAR ON TOP PLATES VIA SIMPSON VPA2 RAFTER CONNECTORS. FASTEN VPA2's W/ (2) 10d X 1Y" NAILS INTO RAFTER & (8) 10d X Zy" (MIN.) INTO TOP PLATES. (TYP.) NEW 2X4 DF -L #2 RAFTERS 0 16' O.C. (1) SPAN, 13/4" X 11y" 1.9E MICROLLAM LW FULLY COAT, WRAP OR WEATHER PROTECT THE LW FOR THIS EXTERIOR EXPOSURE CONDITION. FLUSH HEADER TO SUPPORT NEW DECK ROOF. FASTEN TO NEW 4X4 POSTS WI (3) g" DIA. X 4" LG. LAG SCREWS. HEADER TO BE CONTINUOUS. (FIELD VERIFY LENGTH.) i SIMPSON LSU26 HANGERS CONNECTION RAFTER TO MICROLLAM LW FLUSH HEADER. FASTEN HANGERS USING (11) 10d NAILS, EA. HANGER. IF INSTALLATION ISSUES ARE ENCOUNTERED, ATTACH RAFTERS TO HEADER W/ (1) SIMPSON A35 PER CONNECTION. BEND BOTTOM TAB OF A35 UNDER RAFTER. FASTEN W/ (12) 8d X 1Y" NAILS. COVERED DECK WITH COVERED PATIO BELOW A/s-3 ROOF FRAMING REPAIR LAYOUT Scale: N.T.S. CO ROOF VENTILATION NOTES: 1. ROOF/ATTIC CROSS VENTILATION THROUGHOUT EACH ABOVE -UNIT ATTIC SPACE SHALL BE ESTABLISHED IN ACCORDANCE WITH 2009 IBC SECTION 1203.2: A. VENTILATION OPENINGS SHALL PROVIDE A TOTAL NET FREE VENTILATING AREA OF NOT LESS THAN 4.0 SQUARE FEET. B. VENTILATION OPENINGS SHALL BE INSTALLED SO THAT 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 2. ALL VENTILATION OPENINGS SHALL BE PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. 3. BLOCKING AND BRIDGING SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. 4. A MINIMUM OF 1 -INCH OF AIRSPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF EACH EAVE OR CORNICE VENT SO THAT THE INSULATION WILL NOT BLOCK THE FREE FLOW OF AIR. 5. ALL VENTILATION OPENINGS SHALL BE MANUFACTURED AND INSTALLED TO MEET THE PROTECTION, DIMENSIONAL AND MATERIAL REQUIREMENTS OF THE 2009 IBC SECTION 1203.2.1. 6. SQ.FT OF VENT PER UNIT = AREA OF ATTIC OVER ONE 2ND FLOOR UNIT DINDED BY 300. NOTE: TEMPORARY LATERAL BRACING OR FULL WALL SHEATHING MUST BE IN PLACE AND FASTENED PRIOR TO INSTALLING ROOF TRUSSES TO ENSURE STRUCTURAL STABILITY DURING REPAIRS. CONTRACTOR IS RESPONSIBLE FOR ALL BRACING DESIGN. Revision Description m m c C a 0 z C WILLOW RIDGE APARTMENTS REPAIR PLANS ROOF FRAMING REPAIR LAYOUT 854 WEST BATTLEMENT PARKWAY (BUILDING - D) UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 C0712342.00 (010) 12/07/2012 0 2 U- 2 J 0 0 Sheet Size: 0 z a O Issue Date: i1 m C C a Checked: O aj O r CV ,cr mr- c - x E = p O 4 N O g� I` n ?COcottr O 0ONNN a) U O Ln in in -Q O Ln Lt-) L`n o CO La >(Oct CO� ▪ Q Co co • qid Z9 W JW - ' Z Z[� OZ L3 W SHEET NS -3 GENERAL FIREPLACE / PIPING Revision Description LAYOUT TOP DOWN VIEW NOTE: W c FULL CHIMNEY FRAMING SHOWN IN THE EVENT RE -FRAMING REQUIRED ONLY. SHOULD FRAMING BE UNDAMAGED, (ANTICIPATED) ONLY SHEATHING, PLATE FASTENING, & FIREPLACE BUILD OUT WILL BE REQUIRED. NEW CHIMNEY VENT PIPING CHASE SPACE FOR 1ST LEVEL SIZE TO BE DETERMINED. FIREPLACE CHIMNEY VENT PIPING. USE "CALIFORNIA" WHEN REPLACING FIREPLACE FRAMING. EXTERIOR PORTION OF WALL. CHASE SPACE FOR FIREPLACE CHIMNEY VENT PIPING.AR", EXTERIOR PORTION OF WALL SEE SECTION A -A FOR FRAMING DESIGN. i U NEW CODE COMPLIANT WOOD BURNING CHIMNEY PIPE. SIZE AND LOCATION TO BE DETERMINED. ROOF AND FLASH TOP OF NEW 2X4 WOOD CHIMNEY AS REQUIRED. a Z C C C a < C WILLOW RIDGE APARTMENTS REPAIR PLANS FIREPLACE REPAIR DETAILS 854 WEST BATTLEMENT PARKWAY (BUILDING - D) UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 NOTE: ALL CHIMNEY AND FIREPLACE CONSTRUCTION TO MEET 2009 IBC CODES AND STANDARDS SHOULD CONFLICTS ARISE BETWEEN PLANS AND CODES, CONTACT Pie FOR RESOLUTION. FRAMED CHIMNEY BOX. i i NEW WIRE LATH AND FAUX � �_ r' " SUPPORT STUD FOR FIREPLACE BOTH SIDES. PER . STONE VENEER AS REQUIRED.I=`= 2X4, DF -L #2 STUD FRAMING ® 12" 0.C. AROUND CHIMNEY. "CALIFORNIA" CORNERS THROUGHOUT (TYP.) FASTEN STUDS ABOVE AND BELOW 10d NAILS PLACED AS END NAIL THROUGH PLATE OR TOE NAILED. 2X4, DF -L, #2 DBL. TOP PLATES WITHIN CHIMNEY ATTACH PLATES W/ 10d NAILS 0 6" O.C.. 1 I I I; ! Iii' ii NEW MAIN - ROOF UNE ROOF/ATTIC LIVING MANUFACTURER SPECIFICATIONS. _. IhiL.10101 SEE SECTION B -B FOR NEW FIREPLACE (WOOD) TO BE INTERIOR FRAMING DESIGN. COORDINATED BY PROPERTY OWNER. %15%t?Di 1 taLkiP� EPS- 71443C IT ;i LEVEL NOTES: 1i a NEW COVERED DECK ROOF UNE. SECOND LEVEL ROOM 1. MATCH DIMENSIONS OF THE EXISTING FIREPLACE. 2. ALL INTERIOR FRAMING OF CHIMNEY SHOWN IS FOR RLI-LRENCE ONLY. ACTUAL FRAMING FOR FIREPLACES AND FLUE SHOULD BE DONE AS REQUIRED, AND IN ACCORDANCE W/ COMPONENT MANUFACTURER SPECIFICATIONS. 3. INSTALL (1) LAYER 5/8" TYPE 'X' SHEETROCK THROUGHOUT EA. CHIMNEY VENT CHASE INCLUDING TOP OF CHASE, TO ACHIEVE REQUIRED FIRE RESISTANCE RATING. 4. CHIMNEY VENT CHASES SHALL BE CONTINUOUS TO UNDERSIDE OF ROOF SHEATHING ATTIC SIDE OF CHASE WALLS REQUIRE (1) LAYER 54" TYPE 'X' SHEETROCK. 5. SHEETROCK JOINTS FINISHED W/ PAPER TAPE AND JOINT COMPOUND, FASTENER HEAD:- COVERED W/ JOINT COMPOUND. C0712342.00 (010) CNI r o cV N CNIU co a U) -, Sheet Size: D UNIT 208 NEW FIREPLACE BUMPOUT SECOND LEVEL COORDINATE WITH BUILDING OWNER ON THAT WILL REPLACE EXISTING MATERIALS, WITH LIKE COLOR, SIZE, AND TYPE. ÷G�P> �� r REMOVE/REPLACE TO MATCH DECK EXISTING FIREPLACE.MATERIALS NOTE: NO SHEATHING SPLICE AT "TOP PLATES" (TYP.) NEW EXISTING FIREPLACE LOCATION. SHOWN FOR REFERENCE ONLY. SQUASH BLOCK BELOW 2X4 DOUBLE TOP PLATE. SEE SECTION A -A FOR SPECIFICS.0 DIA. X ' LG. )j 4 LAG SCREWS TO (2) NEW 2X8 DF -L #2 HEADER PUSS W/ SECURE KING (2) ROWS OF tOd NAILS ®8 O.C. STAGGERED. STUDS TO HEADER. 0 EA. END) Job No: Issue Date: Drawn By: Checked: a H Z FIREPLACE TRIM STUDS IF NOT NEW 1 BEARING ON JOIST.(TYP. 1 CHASE 1J ,� (1) SCREW PER LOCATION • L HEADER PLY. DECK/PATIO CV $• % ).6" OSB OR " PLYWOOD EXTERIOR 2. i J FASTEN TOP PLATE TO FLOOR JOISTS WI SIMPSON A21 CLIPS; (1) PER JOIST USING lOd X 1y" NAILS PER MFR. SPECS. (2) 2X4 TRIMMER STUDS FASTEN ALL PLIES W/ 16d NAILS ®12"2X4 O.C. ALTERNATE SIDES OF NAWNG' (TYP. ®EA. END.) (1) 2X4 KING STUD (TYP. 0 EA. END.) (2) 2X4 HEADER SIMPSON HH4 HEADER HANGERS ®EA. END OF FIREPLACE (W') FASTEN WI CRIPPLE STUD TO TOP AND () 2 10d NAILS. & NAILER BOTTOM TOENAIL OK. FIREPLACE FRAMING LAYOUT _. RATED SHEATHING. SPLICES SHALL NOT OCCUR CLOSER THAT 24" FROM FIRST LEVEL TOP PLATES OF CHIMNEY AS SHOWN. UNIT 108 FASTEN SHEATHING WI 8d NAILS 0 12' O.C. AT INTERNAL STUD SUPPORTS AND 6' O.C. AT SHEATHING EDGES. FIRST LEVEL EXISTING FIREPLACE LOCATION. SHOWN FOR REFERENCE ONLY. • 6275 Joyce Drive, Suite 200 Arvada, CO 80403-7541 1-866-552-5246 (nationwide) 303-552-0177 (tel) CONSULTING & 303-552-0178 (fax) ENGINEERING www.pieglobal.corn PATIO EXISTING CONCRETE SLAB TO REMAIN IN PLACE DURING CONSTRUCTION NEW EXISTING EXISTING EXTERIOR WALLFIREPLACE ETE SLAB HEADER FASTEN WI (11) 16d EXISTING GRADE It REMAIN IN PLACE. REGRADE AS NEEDED FRAMING BEHIND BUMPOUT. CONTACT Pie IF DAMAGE IS UNCOVERED DURING REPAIRS. [:ONCR NAILS PER MFR. SPECIFICATIONS. 9. SUPPORT STUD FOR FIREPLACE BOTH NLW FIRER' ACI (WOOD) TO BE COORDINATED WIPROPERTY OWNER. DUE TO THE Scale: N.T.S. ® CONSTRUCTION TRAFFIC. r •' , .. • . ••• a SIDES. PER MFR. SPECIFICATIONS. FIREPLACE a' ' • a _ _all 1-111-1 l l—I (1—III—Ili-n 11_ •• • . . • ' - I-III—III—III—IIII I—I I—I I—I I—I 4 ' I I—III 1 - • ° • `III I= 2X4, PRESSURE TREATED DF L #2 SILL PLATE, FASTEN TO SLAB_- W/ }�4" DIA. X 2 3/4" LG. TAPCON CONCRETE ANCHORS & Y4- =I % ' • , • I -III -I RUII D UP MATERIAL IF NEEDED PER MANUFACTURER SPECIFICATIONS. FENDER WASHERS ON TOP OF PLATE, TIGHTEN ANCHORS SO THAT WASHER STARTS TO EMBED INTO TOP OF SILLPLATE. PLACE FASTENERS 0 12" O.C. THOUGH OUT SILL PLATE =1 I. I I -I I I=H _ —III—III—II —IIII—III—I I I=I I H - , - -4 IH 11=111=111=1 _ — I FAH H I I=I I I �SlSt 2X4 TOE/SILL PLATE UNDER ALL FRAMING. FASTEN TOE PLATES FIREPLACE FRAMING 1 1ST & 2ND FLOOR CHIMNEY ELEVATION TO FLOOR USING 8d NAILS 0 12" O.C.. FOR SILL PLATE CONNECTION FRONT VIEW ELEVATION AT 1ST FLOOR, SEE SECTION A -A. 1ST & 2ND FLOOR CHIMNEY FRAMING% Engineer's Stamp.,; -•-,• p \s;i1; O(04> ......• y,, • /1 •. ,Is ` � �� SHEET S-4 I • i' 9•/a7l� %Iss.01V�4L nit" �...., r i B_B \A_ SYSTEM PERFORMANCE 1 HR FIRE BASED ON - UL DESIGN NO. U303 OR GA -WP -8131 a d a. 333- 111 �c SYSTEM DESCRIPTION WOOD STUD EXTERIOR WALL (LOAD-BEARING) FIBER CEMENT EXTERIOR SIDING TO MATCH ORIGINAL MIN. 746" EXTERIOR RATED OSB OR PLYWOOD SHEATHING PANELS 2X4 WOOD STUDS ® 16' O.C. MIN. 3y" MINERAL WOOL BATT INSULATION R-20 MIN. (1) LAYER V TYPE 'X' SHEETROCK APPLIED HORIZ. UNBLOCKED FASTEN W/ 2y" TYPE '5' DRYWALL SCREWS SPACED 12" O.C.. JOINTS FINISHED W/ PAPER TAPE AND JOINT COMPOUND FASTENER HEADS COVERED W/ JOINT COMPOUND EXTERIOR WALL Scale: N.T.S. SYSTEM PERFORMANCE 1 HR ARE BASED ON - UL FILE NO. L569 58 STC, 51 IIC RAL -TL -04-031 & RAL -IN -04-004 SYSTEM DESCRIPTION DIMENSIONAL LUMBER - 2X BOTTOM CHORD TRUSS MEMBER ATTIC INSULATION R-38 MIN. (NOT SHOWN) - (2) LAYERS 4" TYPE 'X' SHEETROCK BASE LAYER FASTENED W/ 1y" TYPE '5' OR TYPE 'W DRYWALL SCREWS 24" O.C.. FACE LAYER FASTENED W/ 1%" TYPE '5' OR TYPE 'W' DRYWALL SCREWS 12" O.C. ® JOINTS AND INTERMEDIATE TRUSS. FACE LAYER TYPE 'G' DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12' O.C. JOINTS FINISHED W/ PAPER TAPE AND JOINT COMPOUND, FASTENER HEADS COVERED W/ JOINT COMPOUND 2ND LEVEL CEILING Scale: N.T.S. NOTE: AT BATHROOM AND MASTER BATHROOM SUBSTITUTE SHEETROCK WI (2) LAYERS V DUROCK® CEMENT BOARD. FASTEN W/ DUROCK WOOD OR USG SHEATHING WF SCREWS W/ CORROSION RESISTANT COATING. — — it I If J SYSTEM DESCRIPTION WOOD STUD PARTITION SYSTEM PERFORMANCE 2 HR FIRE BASED ON - GA DESIGN NO. WP -3820 58 STC SOUND GA -NGC -3056 (2) LAYERS V" TYPE 'X' SHEETROCK (ROOM SIDE OF EA. WALL) APPLIED HORIZ. UNBLOCKED. BASE LAYER FASTENED W/ 2Y' TYPE '5' DRYWALL SCREWS SPACED 12" O.C. FACE LAYER FASTENED W/ 3" TYPE 'S' DRYWALL SCREWS SPACED 12" O.C. - (2) ROWS 2X4 WOOD STUDS 16" O.C. ON SEPARATE PLATES (EXISTING TO REMAIN UNCHANGED) 3y" MINERAL WOOL BATT R-20 MIN. (BOTH WALL CAVITIES) APPLIED HORIZ. UNBLOCKED. BASE LAYER FASTENED W/ 2y" TYPE 'S' DRYWALL SCREWS SPACED 12" O.C. FACE LAYER FASTENED W/ 3" TYPE '5' DRYWALL SCREWS SPACED 12" O.C. - FACE LAYER JOINTS FINISHED W/ PAPER TAPE AND JOINT COMPOUND, FASTENER HEADS COVERED W/ JOINT COMPOUND PARTY WALL FIRE PARTITION Scale: N.T.S. 2X4 BOTTOM TRUSS CHORD V" TYPE 'X' GYPSUM 12" OSB RIPS (BOXES) tS S S 1 S 1 1 A. S. 1 1 1 1 .S 1 1. ear 1 % of " TYPEGYPS'UM X' OTA 1 1 1 _ L 1 20)4" Nog SYSTEM DESCRIPTION - SEE DETAIL -4 SHEET AD -1 FOR CEILING DRYWALL FASTENING REQUIREMENTS. - AT11C INSULATION R-38 MIN. ATTIC ACCESS Scale: N.T.S. \I t FINISHED FLOOR SURFACE %6 STRUCTURAL -1 33{6 SPAN RATED 05B. SECURE OVER EXISTING PLYWOOD INTO JOISTS W/ #12 DIA. X 3" LG. COARSE -THREAD DECK SCREWS ® 12" O.C.. SOUND DAMPENING MAT EXISTING PLYWOOD SUBFLOOR TO REMAIN IN PLACE. REPAIR AS NEEDED. SYSTEM DESCRIPTION FINISHED FLOORING FLOOR SECTION 1"-1y" GYPCRETE W/ FIBERGLASS OR NOVOMESH REINFORCEMENT. SUBMIT MIX DESIGN TO Pie FOR REVIEW. SYSTEM PERFORMANCE 1 HR ARE BASED ON - UL FILE NO. L569 58 STC, 51 IIC RAL -TL -04-031 & RAL -IN -04-004 - NEW GYPCRETE TOPPING - MIN. THICKNESS 1" NEW T&G OR PLYWOOD FLOORING (FASTEN W/ #12 X 3"LG. COARSE -THREAD DECK SCREWS) - SRM -25 SOUND MAT - EXISTING T&G OR PLYWOOD FLOORING - EXISTING 2X10 WOOD JOIST 3%" FIBERGLASS BATT INSULATION, R-20 MIN. - RESILIENT CHANNEL FASTENED W/ 13/4" TYPE '5' OR TYPE 'W SCREWS (2) LAYERS %" TYPE 'X' SHEETROCK BASE LAYER FASTENED TO RESILIENT CHANNEL W/ 1" TYPE '5' BUGLEHEAD SCREWS EVERY 12". FACE LAYER FASTENED TO RESILIENT CHANNEL W/ 1)c TYPE '5' BUGLEHEAD SCREWS EVERY 12". BUGLEHEAD SCREWS SHALL NOT COME INTO CONTACT W/ JOISTS FACE LAYER JOINTS FINISHED W/ PAPER TAPE AND JOINT COMPOUND, FASTENER HEADS COVERED W/ JOINT COMPOUND 1ST FLOOR CEILING 2ND LEVEL FLOOR HORIZONTAL ASSEMBLY EXISTING AC CURB - SECUREMENT FASTENED AT BASE OF WALL OR CURB ALTERNATE BASE FASTENING SARNAF1L FLASHING STRIP, HOT-AIR WELDED SARNAF1L FLASHING TO ACCEPTABLE SUBSTRATE - SPECIFIED SARNAFIL SECUREMENT HOT-AIR WELD - SARNAFIL G410 ROOF MEMBRANE V XXAINAlt STRUCTURAL. AIR / VAPOR BARRIER (AS REQUIRED) -INSULATION SECURELY FASTENED NOTES: 1. NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO RESIST A MINIMUM FORCE OF 300 POUNDS PER LINEAR FOOT. REFER TO FACTORY MUTUAL DATA SHEET 1-49. 2. VAPOR BARRIER SHALL BE SEALED AT EDGES. COMMON STAIR ROOF AC UNIT Scale: N.T.S. Scale: N.T.S. Revision Description m C R 0 Y s tl L 0 O Z =Ma I'll" WILLOW RIDGE APARTMENTS REPAIR PLANS ARCHITECTURAL DETAILS 854 WEST BATTLEMENT PARKWAY (BUILDING - D) UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 Issue Date: Engineers Stamp 0 Sheet Size: OZi O r o N C%) O N co-�> co 0 O N 00L9 A 05 N O to in O N Q co co ' r E a) ccsO op Trs N- r fl TO r 0 O N Q) laiL.0 a O SHEET AD -1 'no A A A ROOF HATCH UNIT GROMMETED FASTENER 12 INCHES O.C. METAL EXTENDER PIECE WITH SARNAFIL SEALANT ONTO BACK SIDE SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE - SPECIFIED SARNAFIL SECUREMENT - HOT-AIR WELD i- SARNAFIL G410 ROOF MEMBRANE NOTES: 1. METAL EXTENDER PIECE IS REQUIRED IF EXISTING COUNTERFLASHING IS CONTAMINATED AND OR COUNTERFLASHING FASCIA IS LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES O.C. WITH GROMMETED FASTENER. 2. VAPOR BARRIER SHALL BE SEALED AT EDGES <XXXX , JJ STRUCTURAL DECK -INSULATION SECURELY FASTENED AIR / VAPOR BARRIER (AS REQUIRED) COMMON STAIR HATCH FLASHING Scale: N.T.S. —METAL GUTTER METAL GUTTER SUPPORT SARNACLAD METAL FASTENED 4 IN. O.C., STAGGERED USING 1 -INCH GALVANIZED ANNULAR RING NAILS OR OTHER ACCEPTABLE FASTENER lIf SARNAFIL FLASHING STRIP, HOT-AIR WELDED i TREATED WOOD NAILERS TO MATCH HEIGHT OF INSULATION 11±. - SARNAFIL G410 ROOF MEMBRANE — INSULATION SECURELY FASTENED It, AIR / VAPOR BARRIER (AS REQUIRED) NOTES: STRUCTURAL DECK 1. NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO RESIST A MINIMUM FORCE OF 300 POUNDS PER UNEAR FOOT. FOLLOW FACTORY "MUTUAL LOSS PREVENTION DATA SHEETS" 1-49 FOR RECOMMENDATIONS. 2. THE THICKNESS OF THE NAILER SHALL MATCH THE HEIGHT OF THE INSULATION OR SURFACE TO WHICH THE MEMBRANE IS TO BE APPLIED. 3. VAPOR BARRIER SHALL BE SEALED AT EDGES COMMON STAIR ROOF GUTTER EDGE Scale: N.T.S. UNIT INTERIOR BOTH FLOORS SARNAFIL FLASHING AT AC UNIT CURB SEE SHEET AD -1, DETAIL -6 SARNAFIL FLASHING AT SIDING SEE SHEET AD -2, DETAIL -9 EXISTING WALL/LOW ROOF ASSEMBLY SHOWN FOR REFERENCE. (TYP.) OPEN SPACE AT STAIRWELL LANDING AT 2ND FLOOR ROOF HATCH TO BE LOCATED IN SAME LOCATION AS EXISTING. PROPOSED PRODUCT: BILCO O MODEL 5-20 TYPE S ROOF HATCH, 36"X30". STEEL COVER AND FRAME HATCH ASSEMBLY, OR EQUAL APPROVED BY Pie. SARNAFIL ROOF HATCH FLASHING DETAIL SEE SHEET AD -2, DETAIL -7. 1 COMMON STAIR ROOF Scale: N.T.S. LOW ROOF BETWEEN UNITS UNIT INTERIOR BOTH FLOORS ti SIDING LAP ANY EXISTING WEATHER BARRIER OVER TOP OF FLASHING AFTER APPLYING SELF -ADHERED MEMBRANE FLASHING SARNAFIL SEALANT TO CLEAN SURFACE ACCEPTABLE TERMINATION BAR AND SARNAFIL SEALANT (REFER TO NOTES) MULTI-PURPOSE TAPE OR SARNAFIL SEALANT SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE - SPECIFIED SARNAFIL SECUREMENT HOT-AIR WELD SARNAFIL 6410 ROOF MEMBRANE SECUREMENT FASTENED AT BASE OF WALL OR CURB ALTERNATE BASE FASTENING STRUCTURAL DECK AIR / VAPOR BARRIER (AS REQUIRED) — INSULATION SECURELY FASTENED NOTES: 1. SEALANT IS A TWO STEP APPLICATION: A) BEHIND TOP OF SARNAFIL FLASHING. B) AND AT TOP OF SARNAREGLE1. C) SEALANT SHALL BE APPLIED TO CLEAN ACCEPTABLE SURFACE. 2. SEALANT IS A MAINTENANCE ITEM. MAINTENANCE IS NOT COVERED UNDER THE SARNAFIL WARRANTY. 3. TERMINATION BAR SHALL BE SECURELY ANCHORED WITH GROMMETED FASTENERS AND PROVIDE ADEQUATE COMPRESSION OF MEMBRANE FLASHING AND SEALANT. 4. VAPOR BARRIER SHALL BE SEALED AT EDGES (9)_COMMON STAIR ROOF FLASHING AT UNIT SIDING Scale: N.T.S. NOTES: 1. INSTALL ALL SIDING, TRIM, WINDOW FLASHING, & BUILDING WRAP. PRODUCTS PER MANUFACTURER REQUIREMENTS. 2. INSTALL BUILDING WRAP Sc SELF ADHERED MEMBRANE IN ACCORDANCE W/ ASTM E 2112-07 OR LATER "METHOD B". 3. A FIXED WINDOW IS SHOWN. ADJUST FOR LOCATION OF SLIDING WINDOWS & EXTERIOR DOOR AS NEEDED. 4. ALL METAL FLASHING TO BE 26ga MIN.. BUILDING WRAP SIDING MATCH ORIGINAL ADD SELF -ADHERED MEMBRANE FLASHING ® TOP OF METAL FLASHING BEHIND BUILDING PAPER. SIDING STARTER STRIP METAL FLASHING W/ DRIP EDGE TO MATCH ORIGINAL. APPLY SELF -ADHERED MEMBRANE FLASHING ACROSS TOP EDGE. SEALANT SELF -ADHERED MEMBRANE FLASHING METAL 'Z' FLASHING W/ END DAM INTEGRAL DRIP EDGE. SEALANT NEW WINDOW ASSEMBLY OFFSET FROM EXTERIOR WALL SURFACE, INTERIOR SILL & TRIM CONFIGURATIONS TO MATCH ORIGINAL. WINDOW HEAD DETAIL Scale: N.T.S. EXISTING STRUCTURAL HEADER. Revision Description a) 0 Y s c C 0 z MEM MEM < CI WILLOW RIDGE APARTMENTS REPAIR PLANS ARCHITECTURAL DETAILS 854 WEST BATTLEMENT PARKWAY (BUILDING - D) UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 C0712342.00 (010) a z .a O N 0 N r O N Issue Date: 0 0 Checked: 0 Sheet Size: O N O r O_ N >< O eN CO 0 [CS Ct 0 O a) O O CO co 0 O N a ULID 0 c Ln L17 cz CO N Q OD O N r O N I Co CO r O LCA C" CO SHEET AD -2 LEFT Revision Description I NEW WINDOW ASSEMBLY INOTES: - 1. INSTALL WRAP. 2. INSTALL ACCORDANCE 3. A AXED SLIDING 4. ALL ALL SIDING, TRIM, WINDOW FLASHING, & BUILDING PRODUCTS PER MANUFACTURER REQUIREMENTS. BUILDING WRAP & SELF ADHERED MEMBRANE IN WI ASTM E 2112-07 OR LATER 'METHOD B". WINDOW IS SHOWN. ADJUST FOR LOCATION OF WINDOWS & EXTERIOR DOOR AS NEEDED. METAL FLASHING TO BE 26ga MIN.. OFFSET FROM EXTERIOR WALL SURFACE. INTERIOR SILL & TRIM CONFIGURATIONS TO MATCH ORIGINAL. rill°. At so 0 METAL FLASHING W/ DRIP EDGE. 1� s i+ts� � SEALANTr l SELF -ADHERED MEMBRANE FLASHING q" TRIM BOARD - itaj �� ' l EXISTING ' STRUCTURAL HEADER. o3 2 < < < < < < WILLOW RIDGE APARTMENTS REPAIR PLANS ARCHITECTURAL DETAILS 854 WEST BATTLEMENT PARKWAY (BUILDING - D) UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 EXISTING STRUCTURAL HEADER. Og• MIN.) BUILDING WRAP ic •SEALANT • _ 1 F 3 ) ] I NTENTIONALLY iiii. SELF-ADHERED1 MEMBRANE FLASHING BLANK s. - SIDING MATCH ORIGINAL -� •• N .' . w .. . , AD -1 \-„, pa.:-. CLOSED CELL SEALANT & BACKER ROD %` TRIM BOARD BUILDING WRAP SIDING MATCH ORIGINAL 1 SEALANT MIN.) 1. INSTALL ALL SIDING, TRIM, WINDOW FLASHING, & BUILDING WRAP. PRODUCTS PER MANUFACTURER• REQUIREMENTS. 2. INSTALL BUILDING WRAP & SELF ADHERED MEMBRANE IN ACCORDANCE W/ ASTM E 2112-07 OR LATER "METHOD B. 3. A FIXED WINDOW IS SHOWN. ADJUST FOR LOCATION OF SLIDING WINDOWS & EXTERIOR DOOR AS NEEDED. 4. ALL METAL FLASHING TO BE 26ga MIN.. ' • - • ` ,•p �1111111111. " ACOfi" PER MANUFACTURER AD -1 RECOMMENDATIONS. WINDOW JAMB DETAIL CO712342.00 (010) N CNI r p u_ — -J0 Sheet Size: D WINDOW SILL V DETAIL Job No: issue Date: Drawn Br Checked: Scale: N.T.S. • 13 Scale: N.T.S. 0. Scale: N.T.S. LEFT LEFT LEFT kJ .'L. a _se u 627e5 Joyce Drive, Suite 200 Arvada, CO 80403-7541 1-866-552-5246 (nationwide) 303-552-0177 (tel) I LTI N G & 303-552-0178 (fax) :EKING www.pieglobal.com INTENTIONALLY INTENTIONALLY INTENTIONALLY BLANK BLANK BLANK Engineer's Stamp ADO (� =‘o00 Doe , � d �c s • -I I „,.... -„ � 7. Architec#'s C ; W Stamp H,i - SHEET AD -3 FASTEN NEW 1542 ROOF SHEATHING USING 8d NAILS (MIN.) TO TRUSSES 0 6" O.C. AT PANEL EDGES, AND 6" O.C. AT INTERIOR SUPPORTS. STAGGER ALL PANELS. _, NEW ROOF SHEATHING MUST BE CONTINUOUS OVER TRUSS/RAFTER �' CONNECTION LOCATION AT WALL (START SHEATHING AT OUTER _ DECK EDGE SEE SHEET S-1). PRE -MANUFACTURED TRUSS (BY TRUSFAB). NOTE: Revision Description BLOCKING NOT SHOWN OUTSIDE OF BAY FOR CLARITY. EDGES OF GYPSUM MUST BE BLOCKED TRUSS MEMBER. 1-1 Date FASTEN NEW 15/32 ROOF SHEATHING _ NEW SIMPSON H2.5 (A OR T) USING 8d (MIN.) NAILS ®6" O.C. AT PANEL EDGES, AND 6" O.C. AT INTERIOR SUPPORTS. STAGGER ALL PANELS. NEW 1%" X 11}x' 1.9E MICROLLAM LW HEADER. 4SHEET FASTEN HEADER TO SIDE OF NEW 4X4 POSTS USING (3) "DIA. X 4"LG. LAG SCREWS PER POST. HEADER TO BE CONTINUOUS AND DOUBLE SPAN FROM CORNER POST ' TO STORAGE ROOM WALL Al END OF DECK. LW MUST NEW OVER COVERED SIMPSON VPA2 RAFTER CONNECTORS AT ALL RAFTERS OVER DECK. SEE A/S-3 FOR 2X4 RAFTER FASTENING SPECIFICS. DECK. CUP, PLACE AT EVERY TRUSS TO WALL FRAMING. FASTEN USING 8d NAILS. EXISTING DBL 2X4 TOP PLATE. 2X4 BOTTOM CHORD TRUSS MEMBER. _ _ - _ _ ; _� VERTICAL TRUSS MEMBER. (TYP.) Y t ca %' TYPE 'X" GYPSUM FULLY BLOCKED THROUGHOUT PANEL GYPSUM VERTICAL EDGES AT VERTICAL RIDGE MEMBERS MUST BE TOUCHING SO THAT - I 0 z < < < < < < FIRE RESISTANCE IS CONTINUOUS. Y WILLOW RIDGE APARTMENTS REPAIR PLANS STRUCTURAL DETAILS 854 WEST BATTLEMENT PARKWAY (BUILDING - D) UNITS 104, 105, 204, & 205 PARACHUTE, CO 81635 BE WEATHER PROTECTED BY WRAPPING OR COATING. NEW 2X6 BLOCKING AT VERTICAL TRUSS MEMBERS FOR DRYWALL ATTACHMENT. SEE SHEET S-2 FOR LAYOUT. EXTERIOR 1X FASCIA BOARD OR - — ►r IV II �' SIMPSON LSU26 HANGERS CONNECTION RAFTER TO LW FLUSH HEADER. FASTEN HANGERS USING (11) 10d NAILS, EA. HANGER. IF NEW/EXISTING 2X4 INSTALLATION ISSUES ARE ENCOUNTERED, ATTACH RAFTERS TO SIDE WALL FRAMING. HEADER WI (1) SIMPSON A35 PER CONNECTION. BEND BOTTOM TAB OF A35 UNDER RAFTER. FASTEN WI (12) 8d X 1Y" NAILS. SIMPSON LSU26 HANGER OR SIMPSON A35 CUP. COVERED _ — -�. FASTEN GYPSUM TO FRAME W/ EDGES OF GYPSUM MUST BE BLOCKED SIDING WRAP AS DESIRED. DECK ATTACH BLOCKING TO TRUSSES WI (3) 10d NAILS PER SIDE. • 6d (0.092") X 2,Y4" DRYWALL SCREWS 0 7" Q.C. THROUGHOUT. (TYP.) (TOENAILED) _ = — o 1 NEW 4X4, PRESSURE -TREATED DF -L, OR SOUTHERN PINE, #2 OR BETTER POST. NATURALLY DECAY RESISTANT LUMBER MAY I � SEE FIRE -RESISTANCE NOTE #1 ON SHEET S-1 FOR REQUIRED CEIUNG ARE -RATED ASSEMBLY. NEW WHEN ATTACHING DRYWALL ONLY ATTACH TO STRUCTURALLY VIABLE MEMBERS. EXISTING DBL TOP PLATE. BE USED (i.e. REDWOOD). (TYP. 0 2) FASTEN NEW UPPER 4X4 POST TO EXISTING LOWER 4X4 POST WI SIMPSON BC4 CAP/BASE. FASTEN BC4 W/ (12) 16d NAILS PER MANUFACTURE SPECIFICATIONS. I I ■ __ EXISTING DECK FRAMING NOT SHOWN FOR CLARITY. SEE SHEET S-2 FOR TRUSS -WALL ATTACHMENT INFORMATION. � \ FIRE WALL PANELS ALONG RIDGE O o N N oA U N i o U) 2 L.L.U) 0j Sheet Size: D O Job No: Issue Date: Drawn By: Checked: o Uj' Y F' Z EXISTING LOWER 4X4 POST. (NOTE: REPLACEMENT OF LOWER POST MAY ALSO BE REQUIRED.) DECK ROOF HEADER AND COLUMN DETAIL W/ ROOF TRUSS TO WALL CONNECTION 0 Scale: N.T.S. L / .,1:2) / Scale: N.T.S. 1 ki Ellge w J ral FASTEN NEW 15/32 ROOF SHEATHING USING 8d (MIN.) NAILS 0 6' O.C. AT PANEL EDGES, AND 6' O.C. AT INTERIOR SUPPORTS. STAGGER ALI_ PANELS, C EXISTING r SEPARATION BETWEEN UNITS. (TYP.) AT BOTH LEVELS. e6275 Joyce Drive, Suite 200 Arvada, CO 80403-7541 1-866-552-5246 (nationwide) 303-552-0177 (tel) I LTI N G & 303-552-0178 (fax) EERING www.pieglobal.com EXISTING SECOND FLOOR FRAMING PRE -MANUFACTURED -.2,-,NEW ROOF SHEATHING MUST BE CONTINUOUS I` . OVER TRUSS/RAFTER CONNECTION LOCATION AT WALL (START SHEATHING AT OUTER DECK `;_ EDGE SEE SHEET S-2). I Q EXISTING SECOND TRUSS (TRUSFAB). FLOOR SUB—FLOOR. ``I /.- T OrINSTALL 2X4 BOTTOM CHORD TRUSS MEMBER. NEW SIMPSON H2.5 (A OR T) CLIP, PLACE 2X CONTINUOUS , ETRE BLOCKING AS SHOWN. 1 EXISTING SECOND FLOOR/FIRST LEVEL /// CEILING JOISTS. AT EVERY TRUSS TO WALL FRAMING. U.N.O. f sf 4 Ralik- NEW/EXISTING DBL 2X4 TOP PLATE. \\._ NEW/EXISTING 2X4 EXTERIOR WALL FRAMING. EXISTING FIRST FLOOR FRAMING 1�Engineers Stamp �; _ f : ��+,� -IJ` /9:/x y 1x ��� � �s�ONAL ��' . %,,,,,,.— / CO 1i ..' iiiii , •.P S mp F. , 1/ , i SHEET UNIT SEPARATION CHASE DETAIL TRUSS END BEARING DETAIL 4 Scale: N.T.S. © Scale: N.T.S.