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HomeMy WebLinkAboutPLANS - 06-00041 - Henry's Fork Plaza Bldg #8Henry's Fork P1 L THE GENERAL CONTRACTOR MUST OBTAIN ALL REQUIRED BUILDING PERMITS AND AGENCY APPROVALS. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR EXECUTING WORK IN CONFORMANCE WITH THE CURRENTLY ADOPTED IBC AND ALL OTHER AGENCY REGULATIONS. 3. THE GENERAL CONTRACTOR MUST INSPECT THE SITE BEFORE BEGINNING WORK AND IDENTIFY CONFLICTS OR INCONSISTENCIES BETWEEN THE CONTRACT DOCUMENTS AND EX15TING CONDITIONS. 4. THE GENERAL CONTRACTOR MUST VERIFY ALL EXISTING SITE DIMENSIONS AND CONDITIONS. 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, MATERIALS, SCHEDULES, ETC. WITHIN THE SCOPE OF THE PROJECT, AND REPORT ANY D15GREPANCIES TO THE ARCHITECT. 6. THE GENERAL CONTRACTOR MUST NOTIFY THE ARCHITECT IMMEDIATELY OF CONDITIONS WHICH REQUIRE DEVIATION FROM CONSTRUCTING THE WORK AS INDICA'T'ED IN THE CONTRACT DOCUMENTS. 1. DO NOT SCALE DRAWINGS IN ORDER TO DETERMINE DIMENSIONS. WRITTEN DIMENSIONS GOVERN, AND LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. WALLS AND PARTITIONS ARE DIMENSIONED FROM FACE OF FRAMING, UNLE55 OTHERWISE NOTED. 8. ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD AS INDICATED. ALL COLUMNS ARE MEASURED FROM CENTERLINE. CONTRACTOR TO BE AWARE OF ALL N.T.5. (NOT TO SCALE) DIMENSIONS. WRITTEN DIMENSIONS GOVERN OVER SCALE. 9. THE PRESENCE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY APPROVAL OF THE Wt:l"'YA,. THE GENERAL CONTRACTOR MUST CALL SPECIFIC ITEMS TO THE ATTENTION OF THE ARC14ITFCT IF HE W15HES TO OBTAIN THE ARCHI rECl'5 AFeROVAL. 10. THE GENERAL CONTRACTOR MUST 5USM1'T ALL PROPOSED SUBSTITUTIONS IN WRITING TO THE ARCHITECT FOR APPROVAL WITH SUFFICIENT INFORMATION, SAMPLES, AND DIFFERENCE IN CO5T FOR EVALUATION. IF A REV15ION OR SUBSTITUTION IS MADE TO IN ANY WAY ALTER THE WORK SO THAT IT DOES NOT CONFORM WITH THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY LIABILITY FOR THE RESULTING AESTHETIC EFFECT, SUBSEQUENT FAILURE, PROPERTY DAMAGE OR PERSONAL INJURY. 11. THE GENERAL CONTRACTOR MUST PERFORM HIGH QUALITY PROFESSIONAL WORK THE WORK OF EACH TRADE MUST MEET OR EXCEED ALL QUALITY STANDARDS PUBLISHED BY THAT TRADE. 12 - THE GENE=RAL r- C'NTRACTOR MUST ARRANGE TO ACCOMMODATE "NOT IN CONTRACT" WORK AND MUST REQUEST INSTRUCTIONS FROM THE ARCHITECT BEFORE PROCEEDING. i / / / i 1 SITE MAP Al.l 1 =100 W a a Office 859 S. Yellowstone Rexburg SITE NOTES I. GENERAL CONTRACTOR TO REMOVE ONLY TREES AND VEGETATION VERIFIED BY THE ARCHITECT OR OWNER ALL REMAINING TREES MUST BE PROTECTED AGAINST ALL PHASES OF CONSTRUCTION, 2. GENERAL CONTRACTOR TO MAINTAIN SITE THROUGHOUT THE COURSE OF THE PROJECT 5Y- - REPAIRING ALL RUTS CAUSED BY EQUIPMENT, SPILLS, OR OTHER EARTH - RELATED SCARRING. - REPAIRING OR REPLACEMENT OF ALL SCARRED, BROKEN, OR OTHERWISE DAMAGED TREES DUE TO CONSTRUCTION. - EXERCISE ROUTINE PERIODIC REMOVAL OF ALL REFUSE. 3. THE CONTRACTOR SHALL MINIMIZE THE DISTURBANCE OF THE EXISTING GRADE. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ALL ST4C,IPJC7:.AREA5 AND METHODS OF STORAGE. 4. GENERAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATION, TAPPING INTO, INSTALLATION AND VERIFYING LOCATION OF ALL NECESSARY SITE UTILITIES INCLUDING POWER, WATER, SANITARY, CABLE, PHONE, ETC. GENERAL CONTRACTOR TO COORDINATE ALL UTILITY FEES AND SEFV (_ - ES WITH THE OWNER 5. ANY DISTURBED SOIL TO BE FINISH GRADED d RAKED TO ACHIEVE A UNIFORM SURFACE. ALL FINISH GRADE TO BE FREE OF ROCKS AND SOLID DEBRIS GREATER THAN 3/4" DIAMETER AND CONSISTING OF NATIVE 50-IL CHARACTERISTICS. NO TWIGS, STICKS, OR OTHER NON -SOIL. MATERIAL SHALL BE INCLUDED IN THE FINAL GRADE BEING PREPARED FOR FINAL LANDSCAPING - 6. ALL EXCESS EXCAVATED MATERIAL TO BE TRUCKED OFF 51TE WITH THE EXCEPTION OF ANY NECESSARY BACKFILL MATERIAL OR POTENTIAL LANDSCAPING MATERIAL. CONTRACTOR TO PROVIDE LOCATION TO LIMIT AMOUNT OF LAWN DAMAGE. STOCKPILE LOCATION TO BE DETEF* TINED BY GENERAL CONTRACTOR AND SHALL INCORPORATE ALL ER OSION CONTROL METHODS 4 TECHNIQUES AS PRESCRIBED BY MADISON COUNTY, 1 D, 1. ALL DISTURBED EXISTING GRADE TO BE REGRADED AND RE- 5E{=DED AS PER LANDSCAPE ARCHITECT W/ REGARD TO DIMENSION, SCOPE., ND 'ti'ARIETY OF VEGETATION TO BE INSTALLED. / / / / M E 2 SITE PLAN A1.1 1 ° = 50' - W S B u ,Idaho d. i n g # 8 0 802 CODE / ZONING ANALYSIS 1. APPLICABLE CODES / JURISDICTION: - 2003 INTERNATIONAL BUILDING CODF - REXBURG, IDAHO. MAD15ON COUNTY 2. LOT SIZE: SEE SITE PLAN ATTACHED SURVEYED BY SCHIES5 AND ASSOCIATES. 1103 SOUTH 45TH WEST, IDAHO FALLS, IDAHO 83402 ZONING: SEE ATTACHED CIVIL SITE FLAN 3, MINIMUM BUILDING SETBACKS - STREET SETBACK SEE CIVIL - SITE PLAN ATTACHED - REAR SETBACK SEE CIVIL SITE PLAN ATTACHED - 61DE SETBACK SEE CIVIL SITE PLAN ATTACHED 4. MAXIMUM BUILDING HEIGHT: SEE CIVIL 517E PLAN ATTACHED 5. CONSTRUCTION TYPE: V -A 6, DESIGN CRITERIA UTILIZED: - SEISMIC ZONE SEE STRUCTURAL DRAWINGS ATTACHED - PSF SNOW LOAD SEE STRUCTURAL DRAWINGS ATTACHED - MPH WIND LOAD SEE 5TF?UICTURAL DRAWINGS ATTACHED 1. OCCUPANT LOAD: - TENANT SPACE I 21 OCCUPANTS - TENANT SPACE 2 13 OCCUP:AN i PAN L E VERIFY BUILDING PLACEMENT AND ORIENTATION WITH CONTRACTOR L �- -- -- - - - -- I ---- - -- - - --- r - 1 2 4 5 6 Drawn By: N.O. Checked By: K.D. Date: I Sheet Number: JUNE 3 2005 Scale: AS NOTED Project Number: 0518 A1.1 13- THE GENERAL CONTRACTOR MUST TAKE CARE TO PROTECT NEWLY INSTALLED MATERIALS, FINISHES AND ASSEMBLIES. 14. THE GENERAL CONTRACTOR MUST HALT THE WORK AFFECTED WHEN NOTIFIED OF A PROPOSED CHANGE AND PROCEED ONLY AFTER RECEIVING INSTRUCTIONS FROM THE ARCHITECT. 15. THE GENERAL CONTRACTOR MUST SUBMIT A DETAILED PROJECT SCHEDULE AT THE BEGINNING OF THE PROJECT. ANY SIGNIFICANT CHANGES WHICH WOULD ALTER THAT INITIAL SCHEDULE MUST BE DOCUMENTED IN A REVISED SCHEDULE. 16. THE GENERAL CONTRACTOR MUST PROVIDE ADEQUATE AND PROPER DRY STORAGE AND HANDLING OF ALL BUILDING MATERIALS, SUPPLIES, AND FINISHES IN ACCORDANCE WITH PRODUCT MANUFACTURER'S RECOMMENDATIONS. 11. THE GENERAL CONTRACTOR MUST DETERMINE THAT ALL EQUIPMENT SPECIFIED WILL FIT THROUGH EXISTING DOORWAYS AND CORRIDORS BEFORE EQUIPMENT IS PURCHASED OR SCHEDULE THE INSTALLATION SEQUENCE TO AVOID CONFLICTS. 10. THE GENERAL CONTRACTOR MUST COMPLY WITH T RULES OF THE SUBDIVISION AND THE COUNTY AND THE DIRECTIONS OF THE OWNERS FOR CONSTRUCTION FACILITIES, USE OF PREMISES, ACCESS TO THE PROJECT SITE, AND TRASH REMOVAL. 19. ALL MECHANICAL, ELECTRICAL AND CIVIL ENGINEERING SERVICES AND SYSTEMS WILL BE SPECIFIED AND INSTALLED BY THE RESPECTIVE TRADES, ALL SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH THE RESPECTIVE CODES. 20. EACH TRADE 15 RESPONSIBLE FOR INSPECTION OF SERVICE AND TO ADVISE THE GENERAL CONTRACTOR, ARCHITECT, AND OWNER AS TO CURRENT CONDITION, P05515LE PROBLEMS AND POTENTIAL SOLUTIONS WITH RESPECT TO THEIR TRADES, 21. THE CONTRACTOR SHALL VERIFY WITH THE ARCHITECT THE SELECTION, FABRICATION, FINISH, AND INSTALLATION OF ALL INTERIOR FINISH ITEMS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: ALL INTERIOR RUNNING AND STANDING TRIM ALL INTERIOR CABINETS AND MILLWORK, INCLUDING COUNTERTOPS ALL PLUMBING FIXTURES AND FITTINGS ALL LIGHTING FIXTURES ALL INTERIOR MATERIALS, SPECIES, AND FIN15H ALL APPLIANCES ALL DOOR AND WINDOW HARDWARE AND FINISH N _TI CONTACTS ARCNIT'ECT DUBBE -MOULDER ARCHITECTS, PC 1160 ALPINE LANE, SUITE A2 P -0. BOX 9221 JACKSON, WYOMING 83002 301- 133 -9551 31 NORTH FIRST EAST P.O- BOX 169 DRIGG5, IDAHO 83422 208 - 354 -0151 CIVIL, ENGINEER SCHIESS AND ASSOCIATES 1103 SOUTH 45TH WEST IDAHO FALLS, IDAHO 63402 200-522-1244 STRUCTURAL ENGINEER DYNAMIC STRUCTURES STRUCTURAL ENGNEERING SERVICES 1881 NORTH 1120 WEST PROVO, UTAH 84604 WI-356-1140 CONTRACTORS RICK HANCOCK/ JON GREGORY ROCKY MOUNTAIN CONTRACTORS, LLC FUTURES OF IDAHO 560 WEST I5T NORTH RIGBY, IDAHO 83442 208 - 403 -6801 i III 11 H�'II� II II - fl F - - - I I I I I I 1 I I ( I I I L_ - - _ - - - - - - - - �v DRAWING INDEX ALI GENERAL NOTES, SITE MAP, SITE PLAN AI2 SQUARE FOOTAGE CALCULATIONS, ROOF PLAN A2.1 FIRST FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A32 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS A5.1 SCHEDULES AND NOTES A6.1 WALL SECTIONS AND DETAILS A62 DETAILS 50 -1 STRUCTURAL NOTES 6LI FOOTING AND FOUNDATION PLAN 512 CONSTRUCTION DETAILS 52.1 ROOF FRAMING PLAN 53.1 SHEARWALL PLAN 54 -1 CONSTRUCTION DETAILS Ul.l UTILITY LOCATION PLAN HENRY'S FORK PLAZA OFFICE BUILDING #801-802 859 S. YELLOWSTONE REXBURG, IDAHO MADISON COUNTY DUBBE - MOULDER ARCHITECTS , P.C. ARCHITECTURE- HISTORIC PRESERVATION- INTERIORS P.O. BOX 9227 - 1160 ALPINE LANE ■ SUITE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 ■ 37 NORTH FIRST EAST ■ SUITE I DRIGGS , IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE - -MOULDER ARCHITECTS, P.C. Sheet Title: GENERAL NOTES SITE MAP SITE PLAN REVISIONS I SQUARE FOOTA(rJE CALCULATIONS Tenant I 2,624 Tenant 2 1,400 sq. ft. sq. ft. Total Ten Space 4,024 sq. ft. Roof 4,69 sq. ft. FIRST FLOOR SQUARE FOOTAGE PLAN 1/81f = 1' -011 INIA S SHADED AREA PROVIDE ICE ANG WATER SHIELD AS SUPPLIED BY WR GRACE OR APPROVED EQUAL, 6 ALL VALLEYS AND ROOF PROJECTIONS 3' -0" MIN. BOTH SIDES SHADED AREA PROVIDE ICE AND WATER SHIELD As SUPPLIED BY WR GRACE OR APPROVED EQUAL 6 ALL VALLEYS AND ROOF PROJECTIONS 3' -0" MIN, BOTH SIDES 2 ROOF PLAN A1.2 1/8 = 11 -011 W 0 E �i OUVERED VENTS ROP05ED SIGNAGE, �) BE DETERMINED Y TENANT EATHER -PROOF LOUVERED TTIC VENTS (TYP.) COMPC VERTIC FASCIA 0. PLA 5 r-- O S .0. HEADE _ b )S� HORI ZC r .0. / H � E_A DER )I t, RIM LOUD COMF FASC T.O. F HORI; TRIM ploEm ROOPM- COMPOSITION SHNCsLES: B A I . ROOFING TO BE COMPOSITION ROOF SHINGLES AS SUPPLIED BY OWENS COI9NING OR APPROVED ALTERNATE OVER 30 MIN. ASPHALT IMPREGNATED BUILDING FELT PER MANUFACTURER'S RECOMMENDA' IONS. 2. PROVIDE AN ICE AND WATER SHIELD MEMBRANE AS SUPPLIED BY W.R. GRACE, OR APPROVED EQUAL, AT ALL EAVI_5 NO LESS THAN V -4" OF ROOF SLOPE FROM WALL LINE AND DOWN TO EDGE OF EAVES. ALSO PROVIDE SAME MEMBRANE AT ALL VALLEYS, ROOF VENTS, AND ROOF PENETRATION;5 AS INDICATED ON THE ROOF PLAN. APPLY MEMBRANE DIRECTLY OVER PLYWOOD ROCF SHEATHING, AND ENSURE ALL LAPS AND COVERAGE IS IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3. NAILS TO BE PROPER GAUGE RUST- RESISTANT OR ZINC - COATED SHINGLE NAILS SUITABLE FOR COMPOSITION SHINGLE INSTALLATION. 4. ALL MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED ALL PUBLISHED ROOFING INDUSTRY STANDARDS. 5, PROVIDE STANDARD WARRANTY AGAINST LEAKAGE AND DEFECTS IN MATERIALS AND WORKMANSHIP. AS REQUIRED 6r OWNER. METAL FLASHING: 1. ALL FLASHING AT FASCIA EDGES, WINDOW AND DOOR CAPS, EXPOSED STEP FLASHING, AND ALL OTHER EXPOSED METAL FLASHING TO BE PAINT - LOCKED, COLOR TO BE DETERMINED BY OWNER. GAUGE THICKNESS TO MEET OR EXCEED STANDARDS PUBLISHED BY THAT TRADE. ALL NON - EXPOSED FLASHING MAY BE GALVANIZED OR APPROVED ALTERNATE. 2, FLASHING TOLERANCES SHALL NOT BE LESS THAN THAT PUBLISHED BY THAT TRADE. 3. STEP FLASHING SHALL BE USED WHERE VERTICAL SURFACES OCCUR IN CONNECTION WITH RAKE ENDS OF ROOF SLOPES. 4. VALLEY FLASHING TO HAVE RAISED RIDGE PROFILE TO PREVENT ROOF SHEET DRAINAGE FROM BACK WASHING UP UNDER ROOF SHINGLES AT OPPOSITE SIDE OF VALLEY. HORIZONTAL SIDING: 1 HORIZONTAL WOOD SIDING TO BE SELECT CEDARMILL 8 Y4" (l" EXPOSURE) BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. VERTICAL SIDING 1. VERTICAL SIDING TO BE CEDAWILL PANELS COMBINED WITH HARDITRIM PLANKS TO CREATE A BOARD 4 BATTEN APPEARANCE AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD BEAMS, BRACKETS, AND DECK TIMBERS: 1. SELECT TIGHT KNOT, GRADE "A" OR BETTER, WESTERN RED CEDAR, ALL FOUR SIDES TO HAVE RESAWN SURFACES. 2. ALL JOINTS TO BE TIGHT AND FREE OF GAPS. 3. ALL BOLTS TO BE COUNTERSUNK:. PROVIDE PLUG OF SAME SPECIES AND SAND FLUSH. A3. 1 /4" =1' - 0 " CORNER TRIM, FASCIA TRIM, DOOR AND WINDOW TRIM: 1. TRIM SHALL BE HARDITRIM PLANKS OF SIZES INDICATED ON DRAWINGS AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLORS TO BE SELECTED BY OWNER. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS_ SOFFITS: 1. SOFFIT SHALL BE HARDISOFFIT PANELS, VENTED OR NON - VENTED AS APPROPRIATE FOR THE LOCATION, AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MANUFACTURED STONE VENEER: i. MANUFACTURED STONE VENEER= SIZE, SHAPE, GRADE, COLOR, ETC. TO BE DETERMINED. APPLY OVER 15 MIN. ASPHALT 11 IFREGNATED BUILDING FELT, OR IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MATERIAL 15 TO BE CULTURED STONE BY OWEN'S CORNING OR APPROVED ALTERNATE. 2. SECURE ALL VERTICAL STONEWORK TO WALLS WITH APPROPRIATE METAL TIES. SEE STRUCTURAL DRAWINGS FOR APPROPRIATE LEDGERS, ETC. AS REQUIRED. 3. PROVIDE MANUFACTURED STONE VENEER MOCK -UP FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION 4. ALL MATERIAL AND WORKMANSHIP SHALL MEET OR EXCEED STANDARDS AND QUALITIES OF THAT TRADE. 5. ALL MANUFACTURED STONE VENEER CAPS TO BE OF SAME MATERIAL SLOPED TO SHED WATER (o. EXTEND MANUFACTURED STONE a" BELOW GRADE. TIMBER KNEE BRACE: 1. 6x6 TIMBER W/ RE -SAWN FACES 1 I T I 12 COMPOSITION SHINGLE ROOFING FASCIA --` o t T.O. PLATE " - o L B.0. HE ADER VERTICAL BOARD AND BATTEN SIDING MANUFACTURED STONE BASE W/ CAP , T.O - . SLAB 3 4 I I I I 7 5 12 I 6 I VENTS l I I I I 12 l ., 8 I I 9 I I l A � 1 A4.1 1 I I I I 1 I 12 � J 1 gjb � ,�:"`�.! i� '��a!�ir�r,�r,�"`.�i�!►t�.�.�i� �:'�.:aa!�� � at•.i� �f�r � r.�►,.. _t!��s�!."'� SOUTH ELEVATION A3.2 1 /4 1' = 1' - 0 " A ) H51 � E F T T A31 1/4 = 1' -0" G -- -WEATHER-PROOF LOUVERED ATTIC VENTS (TYP.) EXTERIOR MATERIALS SCHEDULE ROOFMCs- COMPOSITION SHM AXS: 1. ROOFING TO BE COMPOSITION ROOF SHINGLES AS SUPPLIED BY OWENS CORNING OR APPROVED ALTERNATE OVER 30" MIN. ASPHALT IMPREGNATED BUILDING FELT PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE AN ICE AND WATER SHIELD MEMBRANE AS SUPPLIED BY W.R. GRACE, OR APPROVED EQUAL, AT ALL EAVES NO LESS THAN V -0" OF ROOF SLOPE FROM WALL LINE AND DOWN TO EDGE OF EAVES. ALSO PROVIDE SAME MEMBRANE AT ALL VALLEYS, ROOF VENTS, AND ROOF PENETRATIONS AS INDICATED ON THE ROOF PLAN. APPLY MEMBRANE DIRECTLY OVER PLYWOOD ROOF SHEATHING, AND ENSURE ALL LAPS AND COVERAGE 15 IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3. NAILS TO BE PROPER GAUGE RU6T- RESI5TANT OR ZINC - COATED SHINGLE NAILS SUITABLE FOR COMPOSITION S+ INSTALLATION. 4. ALL MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED ALL PUBLISHED ROOFING INDUSTRY STANDARDS. 5. PROVIDE STANDARD WARRANTY AGAINST LEAKAGE AND DEFECTS IN MATERIALS AND WORKMANSHIP. AS R1= QUIRED BY OWNER METAL FLASHMG: 1. ALL FLASHING AT FASCIA EDGES, WINDOW AND DOOR CAPS, EXPOSED STEP FLASHING, AND ALL OTHER E XPOSED METAL FLASHING TO BE PAINT- LOCKED, COLOR TO BE DETERMINED BY OWNER. GAUGE THICKNE55 TO MEET OR EXCEED STANDARDS PUBLISHED BY THAT TRADE. ALL NON- EXPOSED FLASHING MAY BE GALVANIZED OR APPROVED ALTERNATE. 2. FLASHING TOLERANCE=S SHALL NOT BE LE55 THAN THAT PUBLISHED BY THAT TRADE. 3. STEP FLASHWG SHALT_ BE USED WHERE VERTICAL SURFACES OCCUR IN CONNECTION WITH RAKE ENDS OF ROOF SLOPES. 4. VALLEY FLASHING TO HAVE RAISED RIDGE PROFILE TO PREVENT ROOF SHEET DRAINAGE FROM BACK WASHING UP UNDER ROOF SHINGLES AT OPPOSITE SIDE OF VALLEY. HORIZONTAL 510M .- HORIZONTAL WOOD S DING TO BE SELECT CEDARMILL SYa" (7 EXPOSURE) BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. VERTICAL SIDM. 1. VERTICAL 51DING TO BE CEDARMILL PANELS COMBINED WITH HARDITRIM PLANKS TO CREATE A BOARD t 3ATTEN APPEARANCE AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TION SHINGLE ROOFING TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD BEAMS, BRACKETS, AND DECK TIMBERS: 1. SELECT TIGHT KNOT, GRADE "A" OR BETTER, WESTERN RED CEDAR, ALL FOUR SIDES TO HAVE RE5AWN SURFACES. 2. ALL JOINTS TO BE TIGHT AND FREE OF GAPS. 3, ALL BOLTS TO BE COUNTERSUNK PROVIDE PLUG OF SAME SPECIES AND SAND FLUSH. CORNER TRIM, FASCIA TRIM, DOOR AND WNDOW TRIM: . 1. TRIM SHALL BE HARDITRIM PLANKS OF SIZES INDICATED ON DRAWINGS AS MANUFACTURED ---�} BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLORS TO BE SELECTED BY OWNER- INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ?ER SOFFITS: 1. SOFFIT SHALL BE HARDISOFFIT PANELS, VENTED OR NON - VENTED AS APPROPRIATE FOR THE LOCATION, AS MANUFACTURED BY JAMES HARDI SIDING PRODUCTS OR APPROVED fAL SIDING ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'6 RECOMMENDATIONS. MANUFACTURED STONE VENEER: 1, MANUFACTURED STONE VENEER: SIZE, SHAPE, GRADE, COLOR, ETC. TO BE DETERMINED. APPLY OVER 15" MIN. ASPHALT IMPREGNATED BUILDING FELT, OR IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MATERIAL IS TO BE CULTURED STONE BY OWEN'S TUBED STONE CORNING OR APPROVED ALTERNATE. CAP 2• SECURE ALL V ERTICAL STONEWORK TO WALLS WITH APPROPRIATE METAL TIES. SEE STRUCTURAL DRAWNG5 FOR APPROPRIATE LEDGERS, ETC. AS REQUIRED. 3, PROVIDE MANUFACTURED STONE VENEER MOCK -UP FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION S 4. ALL MATERIAL AND WORKMANSHIP SHALL MEET OR EXCEED STANDARDS AND QUALITIES OF THAT TRADE. 5. ALL MANUFACTURED 1 5TONE VENEER CAPS TO BE OF SAME MATERIAL SLOPED TO SHED WATER G. EXTEND MANUFACTURED STONE 8" BELOW GRADE. TIMBER KNEE BRACE: 1. (ox6 TIMBER W/ RE-SzkWN FACES HENRY'S FORK PLAZA OFFICE BUILDING #801 -802 859 S. YELLOWSTONE REXBURG, IDAHO MADISON COUNTY DUBBE -- MOULDER ARCHITECTS, P.C. ARCHITECTURE- HISTORIC PRESERVATION - INTERIORS P.O. BOX 9227 - 1160 ALPINE LANE - SUITE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 - 37 NORTH FIRST EAST - SUITE I DRIGGS , IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBF,- -MOULDER ARCHITECTS, P.C. Sheet Title: EXTERIOR ELEVATIONS REVISIONS 1 1 2 3 4 5 6 Drawn By: N Checked By: K.D. Date: I Sheet Number: JM 3, 2005 Scale: AS NOTED A3 • Project Number. 0518 BUILDING SECTION NOTES PRE - ENGINEERED TRUSS CHORDS AFE SHOWN IN A DIAGRAMMATIC WAY. THEY SHOULD NOT BE CONSTRUED TO BE IN ANYWAY ENGINEERED. THE PURPOSE OF ALL BUILDING SECTIONS WITH REGARD TO ENGINEERED TRUSSES 15 TO ESTABLISH CRITICAL ARCHITECTURAL DIMENSIONS. THE TRUSS MANUFACTUM -.R AND THEIR REPRESENTATIVES ARE RESPONSIBLE FOR DETERMINING ALL CHORD LAY01T, CHORD DIMENSIONS, CONNECTIONS, ETC., BASED ON ALL REQUIRED LOADS. SHOP DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT TO ENSURE CONFORMANCE WITH THESE DOCUMENTS. SECTION ASSEMBLIES KEY BUILDING SECTION A -A 1/ = 1 1-011 TYPICA WALL A BUILDING SECTION B -B t 0. PLA 110' -0" B.O. HEADER too, -Ifni" 1/ " 1 ' -011 TYPICAL TRUSSED ROOF ASSEMBLY: TYPICAL TRU55ED { COMPOSITION ROOF SHINGLES, OVER 30" MIN. ASPHALT IMPREGNATED BUILDING FELT, OVER ROOF ASSEMBLY PLYWOOD ROOF SHEATHING, OVER PRE - ENGINEERED ROOF TRUSSES, SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. PROVIDE VAPOR BARRIER ON INSIDE (WARM SIDE) OF ROOF TRUSSES. PROVIDE FINISH ON INTERIOR FACE, SEE INTERIOR FINISH SCHEDULE. INSULATE PER INSULATION SCHEDULE. MAINTAIN PROPER AIRFLOW AT EAVES. TYPICAL FRAMED ROOF ASSEMBLY: COMPOSITE ROOF SHINGLES, OVER 30 MIN. ASPHALT IMPREGNATED BUILDING FELT, OVER PLYWOOD ROOF SHEATHING, OVER ROOF STRUCTURE, SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. PROVIDE VAPOR BARRIER ON INSIDE (WARM SIDE) OF STRUCTURE. _ — — - ' PROVIDE FINISH ON INTERIOR FACE, SEE INTERIOR FINISH SCHEDULE. INSULATE AS PER 1 T .O. PLA TE __0_ INSULATION SCHEDULE. MAINTAIN PROPER AIR FLOW AT GABLE VENTS AND CUPOLA ROOF VENTS. I I — — TYPICAL SLAB ON GRADE ASSEMBLY: I ! B .O. HEADER REINFORCED CONCRETE SLAB, OVER RIGID INSULATION, OVER COMPACTED CRUSHED GRAVEL :AL EXTERIOR _ — _ i08' -10" BASE, OVER COMPACTED EARTH. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. ASSEMBLY I PROVIDE FINISH, PER INTERIOR FINISH SCHEDULE, INSULATE AS PER INSULATION SCHEDULE. L5 0. HEA TYPICAL DEhiISiNCK WALL ASSEMBLY: INTERIOR FINISH MATERIAL, OVER PLYWOOD SHEATHING, OVER STUD WALL FRAME, SEE I STRUCTURAL DRAWINGS AND SPECIFICATIONS. INSULATE AS PER INSULATION SCHEDULE. SEE I TENANT 2 uE 5 T, 3 INTERIOR FINISH SCHEDULE. I ! TYPICAL MANUFACTURED STONE VENEER ASSEMBLY: I I j MANUFACTURED STONE VENEER TIED TO S.I.P. WALL WITH APPROPRIATE FASTENING DEVICES, I I OVER 1/2" AIR SPACE, OVER 151 MIN. ASPHALT IMPREGNATED BUILDING FELT, OVER AIR I i INFILTRATION BARRIER, OVER S.I.P. WA FRAMING, SEE STRUCTURAL DRAWINGS AND TYPICAL SLAB ON SPECIFICATIONS. PROVIDE VAPOR BARRIER ON INSIDE FACE (WARM SIDE) OF S.I.P. WALL. GRADE ASSEMBLY TYPI FOUNDATION WALL ASSEMBLY: APPLY AS MOISTURE r F TS I I T.O. SLA CONCRETE FOUNDATION FOUNDATION LL TTO FOOTING CONNECTION. WAL AND COVER E WALL .... /n /n f n n n f n 1 , �/ j "n 1 � 0 APPLY PERIMETER RIGID INSULATION, AS PER INSULATION SCHEDULE, TO INSIDE (WARM SIDE) �n �n 7 , 1 Z 7/ \h \ . \f\\�\\.. \\ . \� .\ �\ \ .. \ \.�\ \\ .\ ,� \\ . \ \,�\ �\ ,�\ \� � \� �\ �\ �\ �\ �\ �\ �\ �\ ,�\ �\ �\ �\ �\ , \ \� �\ ,�\ ,�\ ,� OF FOUNDATION STEM WALL, BUILDING SECTION A -A 1/ = 1 1-011 TYPICA WALL A BUILDING SECTION B -B t 0. PLA 110' -0" B.O. HEADER too, -Ifni" 1/ " 1 ' -011 WINDOW TYPES SCHEDULE TYPE A INSULATION SCHEDULE FOUNDATION WALLS: I. PROVIDE 2" RIGID INSULATION (R =10 + / -) FROM TOP OF FOOTING TO BOTTOM OF SLAB. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. PROVIDE THERMAL BREAK MATERIAL BETWEEN FLOOR SLAB AND FOUNDATION WALL AS NECESSARY. EXTERIOR WALLS: 1. 6" FIBERGLASS BATT. INSULATION. SOUND WALLS: 1. PROVIDE FIBERGLASS BATT INSULATION AS SUPPLIED BY OWENS- CORNING, OR APPROVED ALTERNATE. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE N' SOUND BOARD ON EACH SIDE OF STUDS AT SOUND WALLS (UNDER WALL FINISH). ROOF INSULATION - TRUSSES: I. PROVIDE 12" MINIMUM FRICTION FIT FIBERGLASS BATT (R =38) AS SUPPLIED BY OWENS - CORNING, OR APPROVED ALTERNATE. MAINTAIN UNOBSTRUCTED MIN, 2" AIR FLOW FROM ALL EAVES TO RIDGE. 2. APPLY 6 MIL VISQUINE VAPOR BARRIER TO UNDERSIDE (WARM SIDE) OF ALL ROOF STRUCTURE. NOTES: 1. ALL FIBERGLASS BATT INSULATION SHALL FILL REQUIRED SPACE AND NOT BE CRUSHED. 2. PROVIDE URETHANE FOAM INSULATION AROUND ALL WINDOW JAMB SHIM SPACES, VENT AND RISER STACKS, OR ANY OTHER PENETRATIONS OF THE EXTERIOR SKIN, FILLING ALL VOIDS COMPLETELY. 3. EXTRA CARE IS TO BE TAKEN TO INSURE THAT NO PUNCTURES, RIPS OR CUTS ARE MADE TO THE VAPOR BARRIER AND BUILDING WRAP. ALL SEAMS AND PENETRATIONS ARE TO BE TAPED. 4. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. ADON MITIGA R TION (IF REQUIRED BY THE CITY OF REXBURG, ID) GENERAL: ALL BUILDINGS USED FOR THE HOUSING OF PERSONS SHALL BE PROVIDED WITH BASIC RADON MITIGATORS. THESE MITIGATORS ARE BASIC IN NATURE AND MAY REQUIRE SUPPLEMENTAL EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE. INTERIOR ROOM FINISH KEY WINDOW SCHEDULE DOOR WINDOW NUMBER WINDOW TYPE MANUFACTURER/ NUMBER ROUGH OPENING (W x H) TEMPERED GLASS EXTERIOR TRIM TYPE COMMENTS 101 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - TYPE 3 FIXED UNITS ABOVE 2 OPERABLE 102 B POZZI CC 2416 -3 12 1/2 x 18 1/2 - 3' -4" x T -0" x 1 3/4" 3 FIXED UNITS ABOVE DOOR 103 A POZZI CC 2424 -3/ CC 3646 -2 12 1/2 x 12 1/2 - VEST. 1 3 FIXED UNITS ABOVE 2 OPERABLE 104 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - TBD 3 FIXED UNITS ABOVE 2 OPERABLE 105 C CUSTOM 42 112 x 18 112 - A 2 FIXED UNITS ABOVE DOOR 106 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - 101 3 FIXED UNITS ABOVE 2 OPERABLE 101 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - 13T2 3 FIXED UNITS ABOVE 2 OPERABLE 108 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - SPECIES d COLOR BY OWNER 3 FIXED UNITS ABOVE 2 OPERABLE 109 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - ENTRY 3 FIXED UNITS ABOVE 2 OPERABLE 110 D POZZI CC 3648 36 1/2 x 48 1/2 - 3' -4" x T -0" x 13/4 ------- - - - - -- Ill D POZZI CC 3648 36 1/2 x 48 1/2 - BATH 2 ------- - - - - -- 112 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - THOMAS DOOR 3 FIXED UNITS ABOVE 2 OPERABLE 113 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - B (2) 3 FIXED UNITS ABOVE 2 OPERABLE 114 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - 104 3 FIXED UNITS ABOVE 2 OPERABLE 115 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - FBI 3 FIXED UNITS ABOVE 2 OPERABLE 116 C CUSTOM 42 1/2 x 18 1/2 - 2 FIXED UNITS ABOVE DOOR 111 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - - DO NOT DELIVER DOORS UNTIL HUMIDITY HAS BEEN STABILIZED WITHIN THE BUILDING. 3 FIXED UNITS ABOVE 2 OPERABLE - ALL DOORS MUST CARRY A MINIMUM 2 YEAR WARRANTY AGAINST DELAMINATION OF VENEERS, (IF APPLICABLE), WARPING TOLERANCE BEYOND THOSE SPECIFIED WITHIN THE TRADE. - CONTRACTOR TO VERIFY ALL HANDING. - ALL UNITS TO BE PROVIDED WITH NECESSARY JAMB EXTENSIONS. NOTES: - ALL OPERABLE UNITS TO BE SCREENED, SCREEN a FRAME COLOR TO BE DETERMINED BY ARCHITECT. - ALL WINDOW UNITS TO BE ALUMINUM CLAD. COLOR TO BE DETERMINED BY ARCHITECT. - ALL WINDOW HARDWARE FINISH TO BE DETERMINED BY ARCHITECT. - ALL WINDOW UNITS TO HAVE LOW 'E' INSULATED DOUBLE PANE GLAZING. - ALL MUNTIN BARS TO BE SIMULATED DIVIDED LIGHTS. INTERNAL DIVIDING BARS TO BE DARK BRONZE IN COLOR - WINDOW MANUFACTURER TO SUPPLY SHOP DRAWINGS TO THE CONTRACTOR AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. - ALL UNITS TO BE PROVIDED WITH JAMB EXTENSIONS. - REFER TO EXTERIOR ELEVATIONS FOR WINDOW OPERATING DIRECTION. WINDOW TYPES SCHEDULE TYPE A INSULATION SCHEDULE FOUNDATION WALLS: I. PROVIDE 2" RIGID INSULATION (R =10 + / -) FROM TOP OF FOOTING TO BOTTOM OF SLAB. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. PROVIDE THERMAL BREAK MATERIAL BETWEEN FLOOR SLAB AND FOUNDATION WALL AS NECESSARY. EXTERIOR WALLS: 1. 6" FIBERGLASS BATT. INSULATION. SOUND WALLS: 1. PROVIDE FIBERGLASS BATT INSULATION AS SUPPLIED BY OWENS- CORNING, OR APPROVED ALTERNATE. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE N' SOUND BOARD ON EACH SIDE OF STUDS AT SOUND WALLS (UNDER WALL FINISH). ROOF INSULATION - TRUSSES: I. PROVIDE 12" MINIMUM FRICTION FIT FIBERGLASS BATT (R =38) AS SUPPLIED BY OWENS - CORNING, OR APPROVED ALTERNATE. MAINTAIN UNOBSTRUCTED MIN, 2" AIR FLOW FROM ALL EAVES TO RIDGE. 2. APPLY 6 MIL VISQUINE VAPOR BARRIER TO UNDERSIDE (WARM SIDE) OF ALL ROOF STRUCTURE. NOTES: 1. ALL FIBERGLASS BATT INSULATION SHALL FILL REQUIRED SPACE AND NOT BE CRUSHED. 2. PROVIDE URETHANE FOAM INSULATION AROUND ALL WINDOW JAMB SHIM SPACES, VENT AND RISER STACKS, OR ANY OTHER PENETRATIONS OF THE EXTERIOR SKIN, FILLING ALL VOIDS COMPLETELY. 3. EXTRA CARE IS TO BE TAKEN TO INSURE THAT NO PUNCTURES, RIPS OR CUTS ARE MADE TO THE VAPOR BARRIER AND BUILDING WRAP. ALL SEAMS AND PENETRATIONS ARE TO BE TAPED. 4. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. ADON MITIGA R TION (IF REQUIRED BY THE CITY OF REXBURG, ID) GENERAL: ALL BUILDINGS USED FOR THE HOUSING OF PERSONS SHALL BE PROVIDED WITH BASIC RADON MITIGATORS. THESE MITIGATORS ARE BASIC IN NATURE AND MAY REQUIRE SUPPLEMENTAL EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE. INTERIOR ROOM FINISH KEY DOOR SCHEDULE DOOR DOOR MANUFACTURER/ LOCATION DOOR SIZE HARDWARE EXTERIOR COMMENTS NUMBER TYPE NUMBER WEST (WxHxT) TYPE TRIM TYPE 101 101 B POZZI VEST. 1 3' -4" x T -0" x 1 3/4" ENTRY FLOOR BASE FBI 102 B POZZI VEST. 1 Y -4" x T -0" x 13/4 ENTRY - WC1 105 C TBD REAR ENTRY 3' -4" x T -0" x 1 3/4" ENTRY WTI STAIN GRADE WOOD TRIM- 1x4 JAMBS, 1x6 HEAD. 106 A THOMAS DOOR TOILET 1 3' -0" x T -0" x 13/4" PRIVACY - FF2 101 A THOMAS DOOR MECH. 1 3' -0" x T -0" x 1 3/4" PRIVACY - 13T2 108 _B POZZI VEST. 2 Y -4" x T -0" x 1 3/4" ENTRY SPECIES d COLOR BY OWNER DTI 10 B� POZZI VEST. 2 3' -4" x T -0" x 1 3/4" ENTRY - WC) 110 C TBD REAR ENTRY 3' -4" x T -0" x 13/4 ENTRY CMI TENANT 2 II) A THOMAS DOOR BATH 2 3' -0" x T -0" x 13/4" PRIVACY - WC4 112 A THOMAS DOOR MECH. 2 3' -0" x T -0" x 1 3/4 PRIVACY - WCl 103 B (2) POZZI VEST. 3 6' - 0" x T - 0" x 13/4 ENTRY DTI 5T2 104 B (2) POZZI VEST. 3 6' - 0" x T - 0" x 13/4" ENTRY WCl FBI NOTES: - ALL EXTERIOR DOORS TO BE INSULATED AND WEATHER STRIPPED, INCLUDING SWEEP. - - ALL EXTERIOR DOORS WITH GLASS PANELS TO HAVE LOW 'E' INSULATED DOUBLE PANE GLAZING. BT2 - ALL DOORS WITH GLASS PANELS TO HAVE TEMPERED GLASS. - ALL DOORS TO BE PRE -HUNG. GL - ALL DOOR JAMBS TO HAVE APPLIED STOPS. - STORE DOORS FLAT. - DO NOT DELIVER DOORS UNTIL HUMIDITY HAS BEEN STABILIZED WITHIN THE BUILDING. - ALL DOORS MUST CARRY A MINIMUM 2 YEAR WARRANTY AGAINST DELAMINATION OF VENEERS, (IF APPLICABLE), WARPING TOLERANCE BEYOND THOSE SPECIFIED WITHIN THE TRADE. - CONTRACTOR TO VERIFY ALL HANDING. - ALL UNITS TO BE PROVIDED WITH NECESSARY JAMB EXTENSIONS. - ALL INTERIOR DOORS TO BE MANUFACTURED BY: (TBD) WINDOW TYPES SCHEDULE TYPE A INSULATION SCHEDULE FOUNDATION WALLS: I. PROVIDE 2" RIGID INSULATION (R =10 + / -) FROM TOP OF FOOTING TO BOTTOM OF SLAB. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. PROVIDE THERMAL BREAK MATERIAL BETWEEN FLOOR SLAB AND FOUNDATION WALL AS NECESSARY. EXTERIOR WALLS: 1. 6" FIBERGLASS BATT. INSULATION. SOUND WALLS: 1. PROVIDE FIBERGLASS BATT INSULATION AS SUPPLIED BY OWENS- CORNING, OR APPROVED ALTERNATE. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE N' SOUND BOARD ON EACH SIDE OF STUDS AT SOUND WALLS (UNDER WALL FINISH). ROOF INSULATION - TRUSSES: I. PROVIDE 12" MINIMUM FRICTION FIT FIBERGLASS BATT (R =38) AS SUPPLIED BY OWENS - CORNING, OR APPROVED ALTERNATE. MAINTAIN UNOBSTRUCTED MIN, 2" AIR FLOW FROM ALL EAVES TO RIDGE. 2. APPLY 6 MIL VISQUINE VAPOR BARRIER TO UNDERSIDE (WARM SIDE) OF ALL ROOF STRUCTURE. NOTES: 1. ALL FIBERGLASS BATT INSULATION SHALL FILL REQUIRED SPACE AND NOT BE CRUSHED. 2. PROVIDE URETHANE FOAM INSULATION AROUND ALL WINDOW JAMB SHIM SPACES, VENT AND RISER STACKS, OR ANY OTHER PENETRATIONS OF THE EXTERIOR SKIN, FILLING ALL VOIDS COMPLETELY. 3. EXTRA CARE IS TO BE TAKEN TO INSURE THAT NO PUNCTURES, RIPS OR CUTS ARE MADE TO THE VAPOR BARRIER AND BUILDING WRAP. ALL SEAMS AND PENETRATIONS ARE TO BE TAPED. 4. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. ADON MITIGA R TION (IF REQUIRED BY THE CITY OF REXBURG, ID) GENERAL: ALL BUILDINGS USED FOR THE HOUSING OF PERSONS SHALL BE PROVIDED WITH BASIC RADON MITIGATORS. THESE MITIGATORS ARE BASIC IN NATURE AND MAY REQUIRE SUPPLEMENTAL EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE. INTERIOR ROOM FINISH KEY TYPE CODE DESCRIPTION WALLS / CEILINGS WCl 5/8" TYPE 'X' GYPSUM BOARD, TAPED JOINTS, LIGHT ORANGE PEEL TEXTURE, PAINTED. BASE TRIM CROWN MOLDING I11C2 SUSPENDED 2x2 ACOUSTIC CEILING TILES SELECTED BY OWNER WEST BASE lUC3 5/6" TYPE 'X' GYPSUM BOARD, SMOOTH FIN, PAINTED. 101 wr-I WC4 SUSPENDED 2x4 ACOUSTIC CEILING TILES SELECTED BY OWNER FFI FLOOR BASE FBI POURED CONCRETE SLAB, SMOOTH FINISH FOR STAIN. SCORED- SEE STRUCTURAL. CMI TENANT 1 FLOOR FINISH FF1 CONCRETE STAIN- SELECTED BY OWNER WC1 WC1 FF2 VINYL TILES- SELECTED BY OWNER WC4 WTI WINDOW TRIM WTI STAIN GRADE WOOD TRIM- 1x4 JAMBS, 1x6 HEAD. BATH 1 103 WCl DOOR TRIM DTI STAIN GRADE WOOD TRIM- 1x4 JAMBS, 1x6 HEAD, FBl FF2 WC3 BASE TRIM BTI 1x6 WOOD TRIM- STAIN GRADE. COLOR/ SPECIES BY OWNER MECH.1 104 13T2 VINYL BASE- SELECTED BY OWNER WC1 WC1 CROWN MOLDING CMI STAIN GRADE WOOD CROWN MOULDING PROFILE, SPECIES d COLOR BY OWNER DTI BT2 INTERIOR ROOM FINISH SCHEDULE, ROOM NAME ROOM NUMBER WALLS FLOORS CEILING FINISH WINDOW TRIM DOOR TRIM BASE TRIM CROWN MOLDING NORTH EAST SOUTH WEST BASE FINISH VEST. 1 101 wr-I WCl WC WC1 FBI FFI WC3 ~ -- - DTI BTI CMI TENANT 1 102 WCI WC1 WC1 WC1 FBI FFI WC4 WTI DTI BTI - BATH 1 103 WCl WCI WC1 WC1 FBl FF2 WC3 - DTI BT2 CMI MECH.1 104 WC1 WC1 WC1 WC1 FBI FFl WC3 - DTI BT2 - VEST.2 105 WC] WC) WC] WC) FBI FFl WC3 - DTI BTI CMI TENANT 2 106 WCl WCl WC1 WC1 FB] FFl WC4 WTI DTI BTI - MECH.2 101 WC1 WCl WC1 WCl FBI FF2 WC3 - DTI 5T2 CMI BATH 2 106 WC] WCI WC1 WCl FBI FF) 1 W03 - DTI BT2 - DOOR TYPES SCHEDULE 1 7'1 1 i1 C ^ TYPE A TYPE B TYPE C TYPE D TYPE B TYPE C TYPE D t' -8" 10 _ �� �� ,- „ 2 -0 6 6 2 0 b_ 42 1/2" RO. 36 1/2" RO. * _ -- -- - a s w- a s Co Q _ r - - - - -� _ = __ 0 _ Q SL CIA GL Cal W r ------- - - - - --1 1 I I I GL i- r r cr I I I I A r i DOOR - N DOOR - M BELOW i 0 i BELOW try l I ! I I I I I 3' -0" 3' -6" 3' -0" I I I I L - - - --- - - - - -J I I I I L ' - ' - - - - -- J DOOR TYPES SCHEDULE 1 7'1 1 i1 C ^ COMPOSITION ROOF SHINGLES ON 30" FELT ON ROOF SHEATHING ON PRE- ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) INSTALL "ICE AND WATER SHIELD" CONTNNOUS FROM EAvE UP ROOF TO 36" MIN. INSIDE EXTERIOR WALL-- .�- T.O. BRA. - - 110' IX6 SOFFIT ---- 2x6 EXTERIOR STUD WALL WITH BATT NSULATION �i. ix6 WOOD BASE TRIM COMPOSITION ROOF SHINGLES ON 30" FELT ON ROOF SHEATHING ON PRE- ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) MANUFACTURED STONE VENEER T.O. SL -AB ors — EXTEND MFG STONE VENEER V MIN. BELOW CONTINUOUS CONCRETE FOUNDATION WALL (SEE STRUCTURAL) Qa a. POURED CONCRETE SLAB, SMOOTH FINISH FOR STAIN. SCORED- SEE STRUCTURAL / / GRAVEL / 2" RIGID INSULATION NOTE: IF PREFABRICATED CUPOLA IS USED, SUBMIT DEFINITIVE CUT SHEETS OR SHOP DRAWINGS TO ARCHITECT AND STRUCT. ENGINEER FOR REVIEW AND APPROVAL EXTERIOR WALL SECTION 1/2t 1 -0 -0 4LL 4LL 5 5' -�o %l \ \ \ \ ♦ \ ♦ \ CUPOLA SECTION DETAIL 12 1 ll__� ri RIDGE DETAIL Ad.1 1 „ = 11 -a1 12 SLAB TURAL) NCRETE SLAB, ISH FOR STAIN. EE STRUCTURAL GRAVEL ICRETE SLAB, iH FOR STAIN, E STRUCTURAL GRAVEL INTERIOR WALL SECTION r6 DEMISING WALL SECTION g VALLEY DETAIL 1/2 =1' -0" M l) 1/2t =1 -0 Ad.l 1 =1 -0 METAL RIDGE GUARD FLASHING COMPOSITION ROOF SHINGLES 30" FELT ROOF SHEATHING PRE- ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) COMPOSITION ROOF SHINGLES 30" FELT METAL VALLEY GUARD FLASHING W/ CENTER RIDGE ROOF SHEATHING 2x NAILER WITH METAL SUPPORT (SEE STRUCTURAL) PRE - ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) BED SIDIi,4 )GE LINE BEYOND �)OF LOUVERED VENTS BLE PLATE OVER 2X6 1 ON ROOF DECK > METAL iR 1x6 ;IAL TENANTS 1&2 ENTRY SHED ROOF CANOPY DETAIL 1/2 =1 -0 TIMBER BRACE DETAIL 311 BED MOULDING DETAIL 311 I I 12 12 I, �I GWB CEILING 5 /a" GWB -- SHEAR MATERIAL (SEE STRUCTURAL) COMPOSITION ROOF SHINGLES ON 30" FELT ON ROOF SHEATHING ON PRE - ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) 2x BLOCKING 1 7 / RAIN PROOF LOUVERED VENT / INSECT SCREEN PAINTED BLACK M C,"iAE iiii raiNumimm 40 1 As I 1/2 =1 -0 1/2 1 -0 COMPOSITION ROOF SHINGLES ON 30 FELT ON ROOF SHEATHING ON PRE- ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) 5TC If ran e+ P. II 1 I PAP TOl (48" A J RECEPTA i V4 -- AF,F.) A WASTE AD/I COMF LAVATORY •• I"yWOR A I �.FFJ ACCESSIBILITY PLACARD � AP DlSF 60" AFF. AT 42" AJ A\DA COME I C IkAB SA r.. II ADA COMPLIANT TOILET ROOM PLAN DETAIL ( COMPLIANT TOILET ROOM PLAN DETAIL TENANT 1 CENTER ENTRY ELEVATION DETAIL 1/2 " =1' -0" 1 /2" =1' -0" 5 1/2" =1' -0" ROOF STURCTURE -RE: .OFILED GABLE IM NTHETIC STUCCO :IP NOTCH > T4G SOFFIT ON YWOOD :6 NOTCHED AND LAG )LTED INTO VERTICAL AND 'RIZONTAL MEMBERS TENANT 1 ENTRY GABLED ROOF CANOPY DETAIL 1/2" =1' -0" I PAFIE TOWEL C SER V4 -- AF,F.) A WASTE ►— EPTACLE IF DA COH`P�IANT V OR (34" AFfc) W/ _ — — — LA/ IRROR VE Av AFB.) I ACCESSIBILITY ( rn SOAP DISPENSED PLACARD 60" AFF. w ® I QIU-T 2 , It AT 42" AJ* `--A COMPLI,�NT RAB EAR I —' A 4 jAFF. TPPISPE ER ---- �AT26 "A ADA COMPLIANT TOILET ROOM PLAN DETAIL ( COMPLIANT TOILET ROOM PLAN DETAIL TENANT 1 CENTER ENTRY ELEVATION DETAIL 1/2 " =1' -0" 1 /2" =1' -0" 5 1/2" =1' -0" ROOF STURCTURE -RE: .OFILED GABLE IM NTHETIC STUCCO :IP NOTCH > T4G SOFFIT ON YWOOD :6 NOTCHED AND LAG )LTED INTO VERTICAL AND 'RIZONTAL MEMBERS TENANT 1 ENTRY GABLED ROOF CANOPY DETAIL 1/2" =1' -0" GENERAL STRUCTURAL NOTES GENERAL. CONCRETE TE NOTES: Foam li I. IN ALL CASES, "CONTRACTOR" SHALL REFER TO THE CONTRACTOR OR SUB - CONTRACTOR RESPONSIBLE FOR I. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREM m DYNAMIC THE TRADE SPECIFICALLY REFERRED TO IN THE NOTES (i e. STEEL, CONCRETE, MASONRY). THE C STR.UC MS 21. SEE FOOTING SCHEDULE FOR FOOTING SIZES AND REINFORCING , "CONTRACTOR:" SHALL MEET ALL NOTE REQUIREMENTS AND SHALL INCLUDE THE G05T5 ASSOCIATED WITH 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2003 IBC, ACI 3(8.02, AND LOCAL ORDINANCES. REQUIREMENTS. �887NOM uzo WEST PROVOUTM 84* PH: tsosl8� -moo FAx: t8oi)��000i THESE REQUIREMENTS IN HIS/HER BID. THE GENERAL CONTRACTOR, OR CONSTRUCTION MANAGER, IS 28. FOOTINGS HAVE BEEN DESIGNED USING AN ALLOWABLE BEARING PRESSURE. A GEOTECHNICAL REPORT ULTIMATELY RESPONSIBLE FOR COMPLIANCE WITH ALL NOTE REQUIREMENTS. 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN51ON5 PRIOR TO PLACING CONCRETE. SHALL BE PROVIDED TO THE ENGINEER TO VERIFY PRESSURES USED FOR DESIGN. SEE STRUCTURAL 2. THE CONTRACTOR SHALL PERFORM HIS/HER TRADE AND DUTIES IN A MANNER CONFORMING TO THE 4. CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL PRIOR TO PLACING PLANS AND CALCULATIONS FOR ACTUAL BEARING PRESSURE USED. PROCEDURES AND REQUIREMENTS AS STATED IN THE 2000 INTERNATIONAL BUILDING CODE (IBC), AND /OR CONCRETE. PROVIDE SLEEVES, BLOCK OUTS, ETC_ AS REQUIRED. 29. ALL EXTERIOR FOOTINGS SHALL BEAR BELOW FROST DEPTH. CONTRACTOR TO VERIFY. LATEST CODE ADOPTED BY THE LOCAL BUILDING OFFICIAL, AND ALL LOCAL ORDINANCES. 5. CONTRACTOR SHALL BE RESPQFISIBLE FOR PROPER PLACEMENT OF ALL ANCHOR BOLTS, SEISMIC 30. THE CONTRACTOR SHALL COORDINATE STEPS IN FOOTINGS WITH THE ARCHITECT, AND SHALL VERIFY WITH 3. THE GENERAL CONTRACTOR, OR PROJECT MANAGER, SHALL COORDINATE THE WORK PERFORMED BY ALL ANCHORS OR STRAPS, ETC- INSTALL PER MANUFACTURER'S SPECIFICATIONS. THE ENGINEER TRADES. 6. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDIWG ALL FORM WORK, POUR STOPS, ETC. REQUIRED TO STRrpjm FU 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND /OR ARCHITECT OF ANY DISCREPANCIES, OMISSIONS OR CONSTRUCT ALL CONCRETE WORK, SUCH FORM WORK IS NOT NECESSARILY SHOWN ON THE STRUCTURAL CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWIN655 AND /OR THE SPECIFICATIONS PLANS OR DETAILS. THE CONTRACTOR 514ALL SPECIFY ALL FORM WORK AND SHALL INCLUDE THE COST 31. STRUCTURAL FILL SHALL BE SPECIFIED AND APPROVED BY THE SOILS ENGINEER OF RECORD, BY WAY OF A BEFORE PROCEEDING WITH ANY WORK INVOLVED, IN ALL CASES, UNLESS OTHERWISE DIRECTED, THE MOST FOR SUCH IN HIS/HER ORIGINAL BID. GEOTECHNICAL REPORT, AS BEING APPROPRIATE FOR THE APPLICATION. STRUCTURAL FILL SHALL STRINGENT REQUIREMENTS SHALL GOVERN AND BE PERFORMED. BE 1. CONTRACTOR SHALL PROVIDE ALL SNORING AS REQUIRED. PROVIDED IN THE BUILDING PAD AND PAVEMENT AREAS. 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, SLOPES AND ELEVATIONS, ETC_ At THE JOB 32. STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS A MAXIMUM OF EIGHT INCHES (8 FILL SHALL HAVE SITE AND SHALL COORDINATE THESE WITH THE ARCHITECT AND WITH ALL TRADES. CONSTRUCTION DRAWINGS S. FOOTINGS, FOUNDATION AND SLABS ON GRADE SHALL BE CONSTRUCTED ON PROPERLY COMPACTED A MOISTURE CONTENT WITHIN 2 % OF OPTIMUM AND SHALL BE COMPACTED t0 AT LEAST 95 % MAXIMUM SHALL NOT BE SCALED FOR DIMENSIONS. NATURAL SOIL, OR ON STRUCTURAL FILL. DENSITY (ASTM D 1551). 6. VISITS TO THE JOB SITE BY REPRESENTATIVES OF THE ENGINEER DO NOT CONSTITUTE APPROVAL OF THE 9. A GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE ENGINEER TO VERIFY ACTUAL SITE CONDITIONS. 33, FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOILS OR 24" MINIMUM OF PROPERLY PLACED WORK PERFORMED BY THE CONTRACTOR OR HIS SUBCONTRACTORS! THEY ARE MERELY FOR THE PURPOSE OBSERVATION AND COMPACTED STRUCTURAL FILL. ALL STRUCTURAL FILL SHALL EXTEND " MIN. BEYOND EDGES OF OF 10. SEE FOUNDATION PLAN FOR ADDITIONAL NOTES AND REQUIREMENTS. a FOOTINGS. SEE SITE PLAN FOR ADDITIONAL FILL REQUIRED TO RAISE THE BUILDING PAD TO REQUIRED 1. SHOP DRAWINGS FOR ANY FABRICATED COMPONENTS OR COMPONENTS DESIGNED -BY- MANUFACTURER ( M AND FEWMM ELEVATIONS. SHALL BE APPROVED BY THE ENG AND ARCHITECT PRIOR TO FABRICATION AND ERECTION. SHOP 34, SLABS ON GRADE SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOILS OR 12" MINIM OF PROPERLY DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE II. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,0@0 PSI IN 28 DAYS, FLAT SLABS, PROJECT. PLACED AND COMPACTED STRUCTURAL FILL. SLABS ON GRADE SHALL BE ALSO CONSTRUCTED OVER 4" FOUNDATION WALLS, AND CONCRETE RETAINING WALLS OVER 4'-0" NIGH, SHALL HAVE A MINIMUM FREE DRAINING BASE PLACED OVER THE STRUCTURAL FILL. COMPRESSIVE STREWSTW OF 4000 PSI. A COMPRESSIVE STRENGTH OF 1500 PSI WAS BEEN USED FOR 8. THE CONTRACTOR SHALL VERIFY SIZES, LOCATIONS, LOADS, AND EQUIPMENT ANCHORAGE IN THE FIELD WITH CONCRETE DESIGN. THE EQUIPMENT MANUFACTURER TOR SUPPLIER) PRIOR TO FABRICATION OR INSTALLATION OF SUPPORTING STRUCTURES. 12. SEE PROJECT SPECIFICATIONS FOR CONCRETE DESIGN REQUIREMENTS. a TEMPORARY SNORING (BRACING) SHALL BE PROVIDED WHERE NECESSARY. SNORING SHALL SUPPORT ALL 13. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORIII TO THE STANDARD SPECIFICATIONS LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED (i e. WIND). SNORING SHALL REMAIN IN PLACE AS ASTM A615 GRADE 60. REINFORCING STEEL SHALL BE PROPERLY TIED INTO DACE PRIOR TO PLACING DE51GN C RITERIA: LONG AS MAY BE REQUIRED FOR SAFETY OR UNTIL ALL THE STRUCTURAL ELEMENTS ARE COMPLETED. ALL CONCRETE. FIELD BENT DOWELS MAY BE GRADE 40. SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR SNOW LOAD : 35 P5F 14. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN DANCE WITH THE ACI DETAILING SEISMIC DESIGN CATEGORY = D 10. DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND OWNER SHALL KEEP LOADS ON THE STRUCTURE MANUAL AND ACI STANDARDS (LATEST ADDITION). SEISMIC USE GROUP : If WITHIN THE LIMITS OF THE DE516N LOADS FOR THE OCCUPANCY. SEE STRUCTURAL PLANS AND 3 SECOND GUST WIND SPEED : 90 MPH CALCULATIONS FOR STRUCTURAL DESIGN LOADINGS AND CRITERIA 15, ALL SPLICES IN CONTINUOUS CONCRETE REINFORCING BARS SHALL LAP A MINIMUM OF 40 BAR DIAMETERS. EXPOSURE : C ALL SPLICES SHALL BE MADE IN A COMPRESSION ZONE UNLESS NOTED. ALL CONTINUOUS REINFORCING ALLOWABLE SOIL BEARING : 1000 PSF (ASSUMED) II. ANY SPECIAL INSPECTION REQUIRED BY THE CONSTRUCTION DOCUMENTS, OR BY THE BUILDING OFFICIAL, OR SHALL TERMINATE WITH A W DEG. BEND OR WITH SEPARATE CORNER BARS. 501E SITE CLASS : D BY THE IBC, IS THE RESPONSIBILITY OF THE CONTRACTOR FMAT10N IIAAl.I.S c t O s 12. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT t0 THE JOB SITE. 16. SEE FOUNDATION WALL SCHEDULE, OR FOUNDATION PLAN, FOR SPECIFICATION OF FOUNDATION WALL ' 37 REINFORCEMENT. SEE RETAINING WALL SCHEDULE, OR FOUNDATION PLAN, FOR SPECIFICATION OF RETAININGs ROOF LIVE LOAD : 35 PSFY� 13. SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTES AND REQUIREMENTS. WALL REINFORCEMENT. ROOF DEAD LOAD : 15 P5F 14. PRIOR APPROVAL, IN WRITING, FROM THE ENGINEER 15 REQUIRED FOR ANY DEVIATION FROM THE STRUCTURAL 11. FOUNDATION WALLS HAVE BEEN DESIGNED USING AN EQUIVALENT FLUID PRESSURE. A GEOTECHNICAL PLANS AND /OR CONSTRUCTION DOCUMENTS. OPTIONAL MEMBER SIZES AND VARIATIONS IN THE FRAMING, REPORT SHALL BE PROVIDED TO THE ENGINEER TO VERIFY PRESSURES USED FOR DESIGN, SEE DESI� CODE: REQUIRE PRIOR APPROVAL OF THE ENGINEER ARCHITECT AND OWNER. FAILURE TO FOLLOW PLANS AND STRUCTURAL PLANS AND CALCULATIONS FOR ACTUAL FLUID PRESSURE USED. oNSTRUCTI�I DOCUMENTS CONSTITUTES CHANGE IN PROJECT SCOPE. 2003 INTERNATIONAL BU ILDINGS GORE (IBC} HENRY r FORK PLAZA 18. BACKFILL ADJACENT TO FOUNDATION WALLS OR IN LANDSCAPED AREAS SHALL BE PLACED IN ,005E LIFTS OFFICE BUILDING 15. THE ENGINEER RESERVES THE RIGHT TO REQUEST REPLACEMENT OF ANY PORTION OF THE STRUCTURE A MAXIMUM OF EIGHT INCHES (89 FILL MALL HAVE A MOISTURE CONTENT WITHIN 2 % OF OPTIMUM AND • DEVIATING FROM THE PLANS WHERE WRITTEN PRIOR APPROVAL HAS NOT BEEN OBTAINED AND WHERE SHALL BE COMPACTED TO AT LEAST W % MAXIMUM DENSITY (ASTM D 1551). HEAVY EQUIPMENT SHALL NOT #80 _ 802 INSPECTION BY THE ENGINEER PRIOR TO CONSTRUCTION OF THE CHANGED PORTION HAS NOT HAPPENED. BE USED TO BACKFILL WITHOUT PRIOR CONSENT OF THE ENGINEER 859 S. YELLOWSTONE 6. ALL SITE WORK, GRADING, COMPACTION AND BACKFILL, ETC. SHALL BE DONE IN COMPLIANCE WITH A !9. CONSTRUCTION JOINTS (COLD JOINTS) IN WALLS SHALL BE WATER REXBURG, IDAHO ED TO PREVENT LEAKS. MADISON COI:NNTY GEOTECHNICAL REPORT SPECIFIC TO THE SITE. IT 15 THE GENERAL CONTRACTORS RESPONSIBILITY TO OBTAIN A GEOTECHNICAL REPORT, IF ONE WAS NOT ALREADY BEEN OBTAINED, AND SUBMIT A COPY TO THE 20. THE CONTRACTOR SHALL COORDINATE STEPS IN WALLS WITH THE ARCHITECT, AND SHALL VERIFY WITH THE MOULDER ARCHITECTS P.C. ENGINEER FOR VERIFICATION ENGINEER DUBBE ARCHITECTURE• HMMRIC PRESERVATION ■FURNrTU Si.A06 21. SLAB ON GRADE SHALL BE 5" THICK WITH FIBER MESH REINFORCING CONTRACTOR TO ENSURE PROPER SUBGRADE TREATMENT AND PROPER CURING P.O. BOX 9227 .1160 ALPINE LANE • SUITE 2A JACKSON HOLE, WYOMING 83002 21. RECESS FOUNDATION AND POUR SLABS THROUGH, TYPICAL AT ALL EXTERIOR DOORS AND STORE FRONT P. BOX 169.37 NORTH 1 %W EAST • SUrTE I TYPE WINDOWS. SEE FOUNDATION DETAILS. DRIGGS,IDAHO 83422 13. DEPRESS SLABS AS REQUIRED IN AL 0VR4MH1P & USE OF DOCUMENTS AS OF CERAMIC TILE, SPECIAL ENTRY MATS, HARDWOOD FLOORS DRAWINGS sL SPECIFICATIONS, AS 1NSTR1;fMFNTS OF PROFESSIONAL ETC, COORDINATE LOCATION AND DEPTH WITH THE ARCHITECT. SERVICE ARE Aria SHALLREMIAIN THE PR THE ARCMECr MW DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WrrHOUT THE PRIOR SPECIFIC 24. PROVIDE ISOLATION JOINTS AROUND COLUMNS /5PREAD FOOTINGS, AND CONTROL JOINTS AS REQUIRED WRITTEN AUTHORIZATION OF DUBBE- MOULDER ARCHITECTS P.0 PARTICULARLY WHERE SLABS TRANSITION IN SIZE. Shy Title: 25. THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT, AND AREAS USED FOR STAGING, DOES NOT CRACK AND DAMAGE SLABS ON GRADE. DAMAGED SLABS SHALL BE REPAIRED OR REPLACED AT NO GENERAL NOTE SHEET ADDITIONAL EXPENSE TO THE OWNER 26. REFER TO THE ARCHITECTURAL PLANS FOR SPECIFICATION OF ALL FLAT WORK REVISIONS 1 2 3 4 5 6 Dmm By: MN / JP Checked BY. JDA Date: Shed Number: dtJNE 3, 2005 Scale: AS SHOWN SO * Project Number. 0505141 GENERAL WOOD TRJ55 NOTES: GENERAL WOOD FRAMING NOTES 26. SEE GENERAL CONCRETE NOTES FOR SPECIFICATION OF ANCHOR BOLTS, ETC. IN NO CASE SHALL THE MUD � DYNAMIC STRUCTMS 1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. I. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. SILL BE NOTCHED FOR THE INSTALLATION OF PLATE WASHER5, OR FOR ANY OTHER MASON. � 7NORTx u2oMr Pxovo, 46o4 2. THE TRUSSES SHALL ALSO BE DESIGNED PER THE 2000 INTERNATIONAL. BUILDING CODE, AND LOCAL 2. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE 2003 IBC, NDS, AND LOCAL ORDINANCES. PH: (801)3*u4o FAS' (801)3*0001 ORDINANCES. THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF 21. ALL STRICTURAL MEMBERS SHALL. HAVE 13/4" MINIMUM BEARING. THE PRE EWSINEERED TRUSSES, PER THE DESIGN CRITERIA ABOVE. DESIGN MUST TAKE INTO ACCOUNT Drs"ONAL ujm UNBALANCED SNOW LOADS, SNOW DRIFTING, INCREASED SNOW LOADS ON EAVES AND IN VALLEYS, IMPACT 28. FOR ADDITIONAL NAILING PATTERN, SEE SCHEDULES IN THE INTERNATIONAL BUILDING CODE (IBC). LOADS FROM FALLING SNOW AND ICE, ETC. 3. DIMENSIONAL LUMBER USED AS STRUCTURAL FRAMING live. JOISTS, RAFTERS, HEADERS) MALL BE DOUGLAS FIR -LARCH NO.2 OR EQUAL. FABRICATED FRA>'U 3. THE PROJECT ENGINEER, OR ENGINEER OF RECORD, IS NOT RESPONSIBLE FOR THE DESIGN OF THE PRE- ENGINEERED TRUSSES, NOR FOR THE INSTALLATION, ETC. OF THE TRUSSES. SHOP DRAWINGS FOR ALL 4. DIMENSIONAL LUMBER USED FOR STUD WALLS SHALL BE STUD GRADE UNLESS NOTED OTHERWISE. STUDS 29. FABRICATED (PRE - ENGINEERED) TRUSSES MAY BE USED FOR ROOF AND /OR FLOOR FRAMING. INSTALL PER WOOD TRUSSES SHALL BE SUBMITTED TO THE ENGINEER AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR SHALL BE SPACED AT 16" O.C. MINIMUM, WITH A DOUBLE TOP PLATE. SPLICES IN THE DOUBLE TOP PLATE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO FABRICATION AND INSTALLATION. SHALL ALTERNATE TOP AND BOTTOM. IN NO CASE SHALL 2 X 4" BEARING WALLS SUPPORT MORE THAN TWO FOR ALL LOADS PER INTERNATIONAL BUILDING CODE, INCLUDING UNBALANCED SNOW LOADS, SNOW DRIFTING, FLOORS OF FRAMING IN ADDITION TO ROOF AND CEILING. SNOW BUILD UP IN VALLEYS AND ON EAVES, ETC. TRUSS MANUFACTURER SHALL RECOMMEND AND PROVIDE 4. ALL TRUSS TO TRUSS AND TRUSS TO STRUCTURAL BEAM CONNECTORS SHALL BE SPECIFIED BY THE TRUSS ALL REQUIRED TRUSS BRACING, BLOCKING, TRUSS TO TRU55 AND TRUSS TO BEAM CONNECTIONS, ETC. SEE MANUFACTURER 5. ROUGH CUT TIMBER USED AS STRUCTURAL FRAMING SHALL BE AS SPECIFIED IN THE CONSTRUCTION GENERAL TRUSS NOTES. DOCUMENTS. 5. THE TRUSSES SHALL BE DESIGNED TO CARRY ANY ADDITIONAL LOADS DUE TO MECHANICAL UNITS, 30. SHOP DRAWINGS FOR ALL FABRICATED FRAMING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR OVERHEAD DOORS, ROOF OVERBUILDS, ETC. SEE STRUCTURAL PLANS FOR ADDITIONAL REQUIREMENTS. 80 *M LLBER TO FABRICATION AND INSTALLATION. 6. ALL MEMBERS SHALL BE DESIGNED FOR COMBINED STRESSES, BASED ON THE WORST LOADING CONDITION. 6. GLU- LAMINATED BEAMS FOR SIMPLE SPANS SHALL BE 24F -V4 DF/DF. GLU- LAMINATED BEAMS FOR CONTINUOUS SPANS AND CANTILEVERS SHALL BE 24F -V8 DF/DF. 00 NOT INSTALL GLU - LAMINATED BEAMS 1. BOTTOM CHORDS OF TRUSSES, ACTING AS CEILING MEMBERS, MUST BE ABLE TO SUPPORT A 10 PSF LIVE UPSIDE DOWN. LOAD PER IBC REQUIREMENTS. 1. LAMINATED VENEER LUMBER AND THE LIKE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 8. EACH CHORD SECTION SHALL BE INVOLVED IN TWO PANEL POINTS BEFORE BEING SPLICED. AND SPECIFICATIONS. a PROVIDE 1/8" CAMBER FOR EACH (o FEET OF TRUSS UNLESS OTHERWISE INDICATED. S. 1- JOISTS SHALL BE TJl OR EQUIVALENT, AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. TRUSS BRACNG AND BLOC" S. ENGINEERED LUMBER, WITH THE EXCEPTION OF GLU - LAMINATED LUMBER, SHALL NOT BE USED IN EXTERIOR 10. THE TRUSS MANUFACTURER SHALL SPECIFY PROPER BRACING OF COMPRESSION CHORD MEMBER5 6' -0" APPLICATIONS. LONG (OR LONGER), AS WELL AS BRACING REQUIRED FOR TRUSS ERECTION, AND ANY OTHER BRACING. 10. USE REDWOOD OR PRESSURE TREATED L111BER FOR ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY 11. THE TRUSS MANUFACTURER SHALL SPECIFY ALL REQUIRED TRUSS BLOCKING. TRUSS BLOCKING SHALL BE IN CONTACT WITH EARTH lire. MUD SILL). IN SOME SITUATIONS, 26 GAUGE GAL SWEET METAL MAY BE DESIGNED FOR LATERAL LOADINGS. PROVIDED AS AN APPROVED MOISTURE BARRIER SEE ENGINEER FOR APPROVAL OF THIS OPTION. FABRICATION AND NSTALLATION BLOCIU BRID"I hIISf l.LANEOUS 12. FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICBO, THIS SPECIFICATION SHALL GOVERN WHEN IT 11. DIMENSIONAL JOISTS AND RAFTERS SHALL HAVE FULL - WEIGHT SOLID BLOCKING AT THEIR BEARING POINTS. EXCEEDS ICBO REQUIREMENTS. EACH RAFTER AND /OR ROOF TRUSS SHALL BE ANCHORED WITH SIMPSON HI ANCHORS AT EACH END. 13. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION. 12. 1- JOIST5 AND RAFTERS SHALL HAVE FULL - WEIGHT SOLID BLOCKING AT THEIR BEARING POINTS. CONNECT EACH BLOCK TO TOP OF EXTERIOR WALLS WITH SIMPSON A34 CLIPS. EVERY OTHER I -JOIST RAFTER SHALL 14. FABRICATE TRUSSES FROM SWOP DRAWINGS REVIEWED AND APPROVED BY THE ENGINEER AND ARCHITECT. BE ANCHORED WITH A SIMPSON H3 CLIP �,a ` 15. FABRICATE TRUSSES IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE GOOD BEARING AT JOINTS. 13, STANDARD PENETRATIONS THROUGH STRUCTURAL MEMBERS FOR MECHANICAL, PLUMBING, ELECTRICAL , . y JOINTS SHALL BE ACCEPTABLE IF THE AVERAGE OPENING BETWEEN ENDS OF MEMBERS IMMEDIATELY AFTER SYSTEMS, ETC. SHALL BE PROVIDED ON THE CENTER LINE OF THE MEMBER'S DEPTH AND WITHIN THE MIDDLE .r- FABRICATION IS LESS THAN INV, EXCEPT THAT TRUSS COMPRESSION CHORD JOINTS AT SPLICES AND RIDGES ONE -THIRD OF THE SPAN. LARGER THAN STANDARD PENETRATIONS ARE NOT PERMITTED WITHOUT PRIOR 4 3 SHALL HAVE FULL CONTACT BETWEEN MEMBERS. APPROVAL. 16. TRUSS FABRICATORS USING METAL PLATES SHALL HAVE PLANT INSPECTED FOUR TIMES PER YEAR BY AN 14. BIRDS MOUTHS AND /OR NOTCHING OF STRUCTURAL MEMBERS NOT SPECIFICALLY DETAILED ON THE G' INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI REGULATIONS AND COPIES OF INSPECTIONS STRUCTURAL PLANS IS NOT PERMITTED WITHOUT PRIOR APPROVAL. -A MADE AVAILABLE TO OWNER UPON REQUEST. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE TRUSSES PER THE TRUSS GOLM Av m HENRY'S FORK PLAZA � RECOMMENDATIONS AND SPECIFICATIONS. NO WEB OR CHORD MEMBERS SHALL BE TWE 15' TO THE F OUN DATI ON. LEVEL. SUPPORT OFFICE BUILDING MODIFIED ffN F IEL D . BRA�D�EACW FLOOR COLUMNS HALL BETAS DEEP AS THE TW�Y IN ORDER TO PROVIDE FULL BEARING. #801 - 802 r�rAL SLR PLAT�s I6. STAND ALONE POSTS SHALL BE DOUGLAS FIR -LARCH NO_ I OR EQUAL. 859 S. YELLOWSTONE 18. GUSSET PLATES SHALL BE SPECIFIED FOR GREATER OF EITHER THE MEMBER FORCES SHOWN ON DRAWINGS REXBURG,IDAHO OR THE MEMBER FORCES DERIVED FROM STRUCTURAL ANALYSIS. PLUS OR MINUS bt. 11. ALL EXTERIOR WALL$ SHALL BE 2 x 6 AT IV O.C. MADISON COUNTY DUBBE - MOULDER ARCHITECTS , P.C. 19. NO PANEL POINT SHALL WAVE MORE THAN ONE PLATE PER TRUSS SIDE. FLOOR ROOF AND WALL Slf0ft ARCHTIECTURE ■ HISTORIC PRESERVATION •FURNITURE 20. PLATES SHALL HAVE MINIMUM BITE OF 21/2" ON MEMBERS. MEASURE BITE ALONG CENTER LINE OF WEBS AND 18. ALL ROOF SHEATHING SHALL BE 1116" APA EXP.1 RATED SHEATHING OR EQUAL WITH Ed COMMON NAILS AT PERPENDICULAR TO CHORD AXES. ORIENT PLATE AXIS PARALLEL WITH TRUSS CHORD AXIS EXCEPT WHERE 6" O.C. PERIMETER, 6" OL. PANEL EDGES AND AT 11" OC. IN THE FIELD. PROVIDE 2 X SHAPED BLOCKING AT CHORDS CHANGE PITCH AT JOINT. RIDGES UNLESS A CONTINUOUS MEMBER EXISTS. PANEL EDGES ARE UNBLOCKED UNLESS NOTED OTHERWISE v. ON THE STRUCTURAL PLANS. P.O. BOX 9227 • 1160 ALPINE LANE • SUITE 2A 21. PLATE SIZES: MINIMUM WIDTH OF PLATES SHALL BE 3 ". FOR TRUSSES OTHER THAN SCISSOR TRUSSES, DESIGN JACKSON HOLE, WYOMING 83002 PLATES, NAIL AND STEEL SECTION, FOR 135% OF MEMBER FORCES. FOR SCISSOR TRUSSES, DESIGN PLATES, 19. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1116" APA EXP. I RATED SHEATHING OR EQUAL WITH 8d NAIL AND STEEL SECTION, FOR 160 % OF MEMBER FORCES. NO INCREASE IN PLATE VALUES WILL BE COMMON NAILS AT b" O.C. EDGES AND AT 11" OL. IN THE FIELD - FLAT BLOCKED AT ALL PANEL EDGES, P.O BOX 169.37 NORTH FIRST EAST ■ SUITE 1 ALLOWED FOR DURATION OF LOADING OR OTHER FACTORS. UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. DRIGGS, IDAHO 83422 OWNERSHIP & USE OF DOCUMENT'S 22. PRESS PLATES INTO MEMBERS TO OBTAIN FULL PENETRATION WITHOUT CRUSHING OUT SURFACE OF WOOD. STR'!lGWA COMIECTIONS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL PLATE EMBEDMENT IS ACCEPTABLE IF OPENING BETWEEN PLATE AND WOOD WACE IS LESS THAN 1/32 ". S T�DOC�UMEDM AR N OT TO BE � PROP HHLE O IN PART FO ANY 20. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROVIDE ADEQUATE STRUCTURAL CONNECTIONS. PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUT HOMATION OF DUBBE - MOULDER ARCHITECTS, P.C. 23. LUMBER DEFECTS AND PLATE MISPLACEMENT, IN COMBINATION, SHALL NOT REDUCE PLATE AREA OR CONNECTIONS MUST CARRY THE BEARING CAPACITY OF THE MEMBER AND ANY UPLIFT OR SEISMIC FORCES DUMBER OF AFFECTIVE TEETH, PRONGS, OR NAILS BY MORE THAN 100. GENERATED IN THE MEMBER SPECIAL CONSIDERATION SHALL BE GIVEN TO PREVENT CRUSHING OF THE Sheet Title: MEMBER AT BEARING, 5PLITTING AND /OR CRACKING OF THE WOOD, AND THE LIKE. 24. DO NOT APPLY METAL GUSSET PLATES AFTER SHOP FABRICATION. GENERAL NOTE SHEET 2I. THE CONTRACTOR SHALL STRICTLY ADHERE TO THE CONNECTION DETAILS SPECIFIED ON THE PLANS OR INCLUDED WITH THE CONSTRUCTION DOCUMENTS. PRIOR APPROVAL 15 REQUIRED FOR ANY DEVIATION FROM DEWA LOADS FOR WOOD ROOF TRIMS' THE CONSTRUCTION DOCUMENTS. REVISIONS TOP CHORD LIVE LOAD : 35 PSF 22. SUBSTITUTION OF CONNECTIONS OTHER THAN THOSE SPECIFIED ON THE PLANS REQUIRES PRIOR APPROVAL. 1 TOP CHORD DEAD LOAD : 10 PSF THE ENGINEER 15 NOT RESPONSIBLE FOR CONNECTIONS NOT APPROVED PRIOR TO CONSTRUCTION OR 2 BOT CHORD LIVE LOAD : 0 PSF INSTALLATION BOT CHORD DEAD LOAD : 5 PSF 3 4 23. IF CONNECTION DETAILS, APPROVED BY THE ENGINEER, HAVE NOT BEEN PROVIDED IN THE CONSTRUCTION $ TOTAL DESIGN LOAD : 50 P5F DOCUMENTS, IT 15 THE CONTRACTOR'S RESPONSIBILITY TO SPECIFY AND PROVIDE ALL STRUCTURAL CONNECTIONS. IF OTHER THAN STANDARD CONNECTIONS ARE REQUIRED, SEE ENGINEER FOR ADDITIONAL 6 DEFLECTION CRITERIA FOR WOOD ROOF TRUSS: ASSISTANCE. By: A4N / Ch H JDA TOTAL LOAD DEFLECTION : L/140 24. USE SIMP50N CONNECTIONS OR EQUIVALENT. INSTALL PER MANUFACTURER'S SPECIFICATIONS. Date: Sheet Number: JM 3 2005 25. SWOP DRAWINGS FOR ALL FABRICATED STEEL CONNECTIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE GENERAL STEEL NOTES. Scale: AS SHOWN S002 Project Number: 0505180.1 m DYNAMIC STRUCrIMS 1887 NORTH u2o WEST PROVO, UTAH 84604 PH: (801) SWU40 FAR (801) 3WOW1 HENRY'S FORK PLAZA OFFICE BUILDING 859 S. YELLOWSTONE REXBURG, IDAHO MADISON COUNTY DUBBE — MOULDER ARCHrrECTS , P.C. ■ HISTORIC PRESERVATION •FURNITURE P.O. BOX 4227 ■ 1160 ALPINE LANE ■ SUITE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 ■ 37 NORTH FIRST EAST ■ SUITE 1 DRIGGS, IDAHO 83422 FOOTING AND FO OWNERSHIP & USE OF DOCLTWNTS DRAWINGS & SPECIFICATIONS, AS INSTR UN1ENTS OF PROFESSIONAL SERVICE ARE AND SHALL, REMAIN THE PROPERTY OF THE ARCFIITECT. TUB DOCUMENTS ARENOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE —MOULDER ARCHITECTS, P.C. Sheet Tide: t . FOUNDATION WALL 5C;HEDULE MANIC iNICKNE55 HEIGHT VERTICAL REMFORCMG HORIZONTAL REIWORCING REMAKS FZEBAR 512E SPACING MBAR SIZE SPAGMG W 8" 4' MAX 1 4 IB" O.C. 1 4 IS" O.C, PLACE (2) $4 HORIZONTAL BARS 0 THE TOP 4 BOTTOM OF WALL CONTINUOUS, TYPICAL. RECESS TOP OF WALL 0 OPENINGS 4 POUR SLAB THROUGH, SEE DETAILS MINIMUM COMPRESSIVE STRENGTH P'c : SEE CONCRETE NOTES ON 50.1 REINFORCING STEEL : SEE CONCRETE NOTES ON 50.1 Pwjed Number: 05051SH Sheet Number: S1101 FOOLING SCHEDULE MARK WIDTH LENGTH DEPTH REINFORCING CRO55 -WISE REINFORCING LENGTH -WISE No. SIZE LENGTH SPACING No. I SIZE LENGTH SPACING Fl 24" 1 CMT 1 12" - - - - 2 8 4 CONT EQUAL ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 2000 P5F (CONTRACTOR SHALL FIELD VERIFY) MINIMUM COMPRESSIVE CONCRETE STRENGTH Vc = 3000 PSI ALL REINI`-ORCING STEEL SHALL BE GRADE 60 AND BE PROPERLY TIED INTO PLACE PRIOR TO POUR ALL CONCRETE WORK MUST MEET THE REQUIREMENTS OF THE 2003 IBC, ACI 31B AND LOCAL ORDINANCES NOTES I. SEE SHEARWALL PLAN FOR HOLDOWN AND ANCHOR BOLT SIZE 4 SPACING 2. PROVIDE CONTROL JOINTS AS PER DETAIL 3/ 512 I REVISIONS I 0 0 Drawn By: MN / JP I Checked By: JDA I Date: Scale: JUNE 3, 2005 M- SM41ia A "Al Il ,� DYNAMIC STRUCTURES 07NORTH u2 WEST PROVO, UTAH 84604 PH: (801) 3WI140 FAR: (801) 356-Owl HENRY'S FORK PLAZA OFFICE BUILDING #801 - 802 859 S. YELLOWSTONE REXBURG, IDAHO MADISON COUNTY '• DER ARCHITECTUREs HISTORIC PRESERVATION GFURNITURE IF P.O. BOX 9227 • 1160 ALPINE LANE • SUITE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 • 37 NORTH FIRST EAST • SUITE 1 DRIGGS, IDAHO 83422 OWNERSHIP & USE OF DOCUMENT'S DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSUEVM WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE - MOULDER ARCHITECTS, P.C. Sheet Title: Roos FRAMM PLAN ROOF FR41114 s NOES 1. FRAME ROOF w/ PRE- ENGNEERED TRUSS COMPONENTS LNLE56 NOTED OTHERWISE 2. SEE FRAMING NOTES FOR ROOF SHEATHING REQUIREMENTS 3. ALL HEADERS TO BE (2) 2 x 10 DF2, UAtO. 4. OVERBUILD SHADED AREAS w/ 1x8 RAFTERS 0 24" O.C. (MAX SPAN - 6 -0" 5. SUPPORT OVERBUILD TO TRUSSES BETWEEN wl 1 x 4 AT 16" O.C. PONY WALLS ROOF FRAMING PLAN I REVISIONS I 0 0 Drawn By: MN / JP Date: JUNE 3 2005 Scale: AS SHOWN Checked By: JDA Shed Number: S2,01 Project Number: 0505152.1 II F DYNAMIC STRUCTMS 1887 NORTH u2o WEST PROVO, UTAH 846o4 PH: (801) 356 -up FAX: (801) 356 MI �f �i �i as AL tirIQ _ HENRY'S FORK PLAZA 1 02COR " 1 #801 - 802 859 S. YELLOWSTONE REXBURG, IDAHO MADISON COUNTY DUBBE — MOULDER ARCHITECTS, P.C. ' ARCHITECTURE • HISTORIC PRESERVATION •FURNITURE P.O. BOX 9227 • 1160 ALPINE LANE • SUITE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 •37 NORTH FIRST EAST • SUITE I DRIGGS, IDAHO 83422 5HEAWALL PLAN SHEAR WALL 5�,mEDULE MARK SHEATHING EDGE NAILING FIELD NAILING ANCHOR BOLTS 1/16" EXP. I OR EQUAL 8d AT 6" O.C. 8d AT 12" OC. %" DIA x 10" AT 32" OC. NOTES: I. SEE GENERAL NOTES. (SHEET 50 2. PLYWOOD AND ORIENTED STRAND BOARD ARE ACCEPTED AS EQUALS. 3. ALL PANEL EDGES AT SHEAR WALLS SHALL BE BACKED WITH 2" NOMINAL FRAMING, EXCEPT WHEK INDICATED TO BE 3" NOMINAL ON SCHEDULE. 3x MATERIAL MAY BE REPLACED WITH 4x MATERIAL. MULTIPLE LAYERS OF 2x FRAMING SHALL NOT BE USED WHERE 3x FRAMING IS INDICATED. 4. ALL ANCHOR BOLTS TO HAVE A 2 "4"6/16" PLATE WASHER (SEE SEE SCHEDULE ABOVE FOR SPACING) 5. ALL FRAMING SHALL BE DOUGLAS -FIR NO. 2. 6. SHEAR WALL PANELS INDICATED ON SCHEDULE ARE TO BE SHEATHED FOR FULL HEIGHT OF THE WALL. 1. SEE HOLDOWN SCHEDULE AND PLAN FOR LOCATION AND SIZE. HOLDOWN SCHEDULE WOLDOILN MM STUDS REMARKS SIMPSON HPAFD 22 (U 7 x b NOTES- 1. ALL ANCHORS ARE 5IMP50N STRONG -TIE. (OR EQUAL) 2. INSTALLATION OF ALL HOLDOWN ANCHORS AND STRAPS SHALL BE PER MANUFACTURES RECOMMENDATIONS AND SPECIFICATIONS. 3. PROVIDE EDGE NAILING ALONG STUDS CONINECTED TO HOLDOWN ANCHORS AND STRAPS. OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. ME DOCf KDM ARENOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE— MOULDER ARCHITECTS, P.C. Sheet Title: 6 6 1 MUN I REVISIONS I 1 2 3 4 5 6 Damm By: MN / JP Date: JM 3, 2005 Scale: AS SHOWN Pmject Number. 0505151.1 Checked By: JDA Sheet Number: S3.1 SIMPSON H8 TWIST STRAP -- EVERY 48" O.C. INTO RAFTER '/z" LAGS AT 32" O.C. -� INTO STUDS 5 /s" DIA LAG w/ 3" EMBEDMENT (TYP PROVIDE 6 x 6 POST THAT EXTENDS TO DOUBLE TOP PLATE A KNEE BRACE LOCATIC SIMPSON A34 CLIP w/ 2 1, 1" SCREWS INTO BEAM in 3 /4" DIA THROUGH BOLT 6 x 6 KNEE BRACE DIA THROUGH BOLT NO SCALE 2 x 4 OUTLOOKERS AT 24" OL. WALL SHEATHING TO MATCH R -PANEL CONTINUOUS WEDGE SHAPED PLATE NEERED ROOF TRUSSES 11% PLANS NO SCALE SIMPSON TWIST STRAP EVERY CORNIER OF CUPOLA (4) TOTAL CUPOLA FRAMING SEE PLANS �SIMP50M Lii19 TENSION / TIE EVERY GARNER of CUPOLA(4)TOTAL CLWTMUa15 WEDGE SHAPED PLATE ROOF TRUSSES - � SEE FRAMING PLANS 2 x 6 BLOCKING BETWEEN TRUSSES AT HOLDOWN LOCATIONS GONSiRIICiION DETAIL NO SCALE PRE - ENGINEERED TRUSSES WALL SHEATHING WOOD BEAM SEE FRAMING NOTES SEE FRAMING PLANS SIMPSON A34 EACH SIDE OF TRUSS OR BEAM w/ 2 SCREWS INTO 6 x 8 WALL/ ROOF CONSTRUCTION NOT SHOWN _1 I° -3 /4" DIA THROUGH BOLT 2 x _ OVERBI n 0A=C0a r= FRAMING PLAT SIMPSON HURRICANE ANC EVERY MEMBER OF OVER BUILD GONS7fdJC?ION DETAIL ! x 10 OR SIMILAR NAILERS, NAIL U/ (3)16d NAILS MIN EA. TRUSS 200E SHEATHING CONT. FOISTS OR TRUSSES TEE FRAMING PLAN NO SCALE O =DIAPHRAGM EDGE NAILING. SEE FRAMING NOTES SHEAR WALL EDGE NAILING. O SEE SHEAR WALL FLAK 1 X 4 OUTLOOKERS B 24" OL. W/ SIMP50N A34 EACH MEMBER SEE ARC41TECTUAL FOR FASCIA AND SOFFIT ROOF SHEATHING SEE FRAMING NOTES ON 50.1 SPLICE SHIEATHNG MINI OF ONE TRUSS AWAY FROM END TRUSS SHEATH GABLE TRUSS WI SAME SHEATHING AND NAILING AS SHEAR WALL BELOW. PRE- ENGINEERED GABLE TRUSS SIMPSON A34 CLIP 24" OL, GON51fdIG?ION DETAIL NO SCALE 2x10 LEDGER W/ 16d - NAILS AT 6" O.C. INTO TRUSS CHORDS SIMPSON JOIST HANGER GIRDER TR155 OVERBUILD RAFTERS, SEE FRAMING PLANS ROOF SHEATHING, SEE FRAMING NOTES SIMPSON HANGER AS PER TRUSS DESIGNER 6 x 6 KNEE BRACE 1" ~ -3 DIA THROUGH BOLT GONSiRUGTION DETAIL NO SCALE coNSrRuctiora DETAIL 2x BLOCKING ROOF SHEATHING ROOF TRUSSES, SEE FRAMING NO SCALE : DIAPHRAGM EDGE NAILING. PRE- ENGINEERED SEE FRAMING NOTES ROOF TRUSSES SHEAR WALL EDGE NAILING. e SEE SHEAR WALL PLAN. ROOF SHEATHING SEE FRAMING PLAN TRUSS OR SOLID BLOCKING--\ SEE 2/54.1 >. , FASCIA 4 SOFFIT AS PER ARCHITECT WALL SHEATHING --' SEE SHEARWALL SCHEDULE CONSiRJGTION DETAIL SIMPSON Hl EACH TRUSS 2 x 6 STUDS AT 16" OL, NO SCALE FULL- HEIGHT TRUSS BLOCKING (FIT SNUG UNDER PLYWOOD ROOF SHEATHING). MAY LEAVE OUT EVERY THIRD BLOCK FOR VENTILATION BAFFLES ROOF SHEATHING W/ EDGE NAILING INTO BLOCKING PRE- ENGINEERED ROOF TRUSSES �- (2) SIMPSON AN CLIPS PER TRUSS BLOCKING (VERTICAL) SIMPSON HI HURRICANE ANCHOR EACH TRUSS GONS?fdlG?ION DETAIL DOUBLE TOP PLATE NO SCALE ROOF SHEATHING (SEE ROOF FRAMING PLANS PRE - ENGINEERED GIR TRUSS PRE- ENGINEERED TRUSS SIMPSON HANGER OR EQUIVALEN AS SPECIFIED BY TRUSS DESIGN coNSrw.icrioN DETAIL NO SCALE II DYNAMIC STRUC =S 1887 NORM use WEST PROVO, UTAH 84604 PH: (800356-U40 FAK (8oi) X56 000i Q-- 4, v� HENRY'S FORK PLAZA OFFICE BUILDING #801 - 802 859 S. YELLOWSTONE RF.XBURG, IDAHO MADISON COUNTY DUBBE - MOULDER ARCHITECTS , P.C. • H MIUC PRESERVATION ■FURN1TUn OPP P.O. BOX 9227 • 1160 ALPINE LANE • SUrM 2A JACKSON ROLE, WYOMING 83002 P.O. BOX 169 • 37 NORTH FIRST EAST • SUTTB 1 DRIGGS, IDAHO 83422 OWNERSW & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. IBM DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE- MOULDER ARCHITECTS, P.C. Sheet Title: ROOF FRAMING DETAILS I REVISIONS I 1 2 3 4 5 6 Drawn B MN/JP Checked B y: JDA Date: Sheet Number: JUNE 3, 2005 Scale: AS SHOWN S4401 Project Number: OSOSls4.1 (2)16d TOE NAILS EACH SIDE OF RAFTER RAFTER SEE FRAMING PLANS SOLID BLOCKING BETWEEN RAFTERS w/ (2)16D NAILS i EACH END 16d NAILS AT 6" O.C. STAGGERED 2 -0" OVER BUILD RAFTERS SEE FRAMING PLANS - SIMPSON HI CLIP EACH RAFTER NOTE: SHEATH MAIN ROOF PRIOR TO OVER BUILDING, TYPICAL coNSrfWcrioN DETAIL CON5iRI1GilON DETAIL L.----- - - - - -- I - -- __ -_iur� SYMBOL LEGEND �J N UTILITY LOCATION PLAN W m 1/8" = 1' -0" GENERAL ELECTRICAL NOTES 1. UNLE55 NOTED OTHERWISE, MOUNT ALL INTERIOR OUTLETS im 12" AFF. TO ¢ or- OUTLET, AND MOUNT SWITCHES 0 48" AFF. TO t OF SWITCH. MOUNT ALL EXTERIOR OUTLETS 6 MIN. 24" ABOVE FINISH GRADE. 2. CONTRACTOR TO VERIFY CABLE TELEVISION LOCATIONS WITH OWNER 3. CONTRACTOR TO VERIFY ALL PHONE LOCATIONS WITH OWNER CONTRACTOR IS ALSO TO VERIFY WITH THE OWNER ALL SEPARATE PHONE LINE LOCATIONS. 4. CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS FOR MECHANICAL EQUIPMENT. 5. CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS FOR ALL PLUMBING EQUIPMENT. 6. CONTRACTOR TO VERIFY LOCATION OF MAIN SERVICE PANEL AND MAIN PHONE PANEL WITH OWNER 1. CONTRACTOR TO ENSURE ALL POWER AND LIGHTING INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE ELECTRICAL CODE REQUIREMENTS, AS WELL AS THOSE PRESCRIBED BY THE CIT7 OF REXBURG BUILDING DEPARTMENT AND THE STATE OF IDAHO. 8. CONTRACTOR TO PROVIDE DESIGN OF ALL ELECTRICAL SERVICES AND CIRGUITING IN ACCORDANCE WITH APPLICABLE CODES. CONSULTATION WITH AN ELECTRICAL ENGINEER IS ENCOURAGED. 9. ALL LIGHTING AND SWITCHING TO BE DETERMINED BY OWNER 10. CONTRACTOR TO VERIFY WITH OWNER ALL ELECTRIC FIXTURES IN TERMS OF MAKE, MODEL, AND FUNCTION. 11. CONTRACTOR TO VERIFY LOCATION OF ALL REQUIRED EXIT SIGNS AND SMOKE DETECTORS IN ACCORDANCE WITH ALL APPLICABLE CODES. $ SINGLE POLE SWITCH, MOUNTED 48" AFF. TO (t OF BOX. $ THREE WAY SWITCH, MOUNTED 48" A.F.F. TO t OF BOX. $¢ FOUR WAY SWITCH, MOUNTED 48" AFF. TO t OF BOX, SINGLE POLE DIMMER SWITCH, MOUNTED 48" AFF. TO t OF BOX. $n THREE WAY DIMMER SWITCH, MOUNTED 48" AFF. TO ct OF BOX. $ SINGLE POLE TIMER SWITCH, MOUNTED 48" AFF. TO (t OF BOX. SINGLE POLE CEILING FAN SWITCH, MOUNTED 48" AFF. TO (t OF BOX. $ r_ FAN SWITCHES TO BE RHEOSTAT TO ALLOW ADJUSTABLE FAN SPEED. $� DOOR JAMB SWITCH, MOUNTED 9 DOOR JAMB. M5 MOTION SENSOR SWITCH, MOUNTED ABOVE DOORWAY AND DIRECTED TO ACTIVATE WHEN DOOR OPENS. ® PHOTO VOLTAIC CELL 5EN50R SWITCH, MOUNTED WHERE NOT AFFECTED BY EXTERIOR LIGHTS. E1 GARAGE DOOR OPENER SWITCH, MOUNTED 54" A.F.F. TO �- OF BOX. PO DUPLEX OUTLET, MOUNTED 12" AFF. TO (t OF BOX. kA DUPLEX OUTLET, TOP HALF SWITCHED, MOUNTED 12" AFF. TO t OF BOX. k®GFI DUPLEX OUTLET, GROUND FAULT CIRCUIT INTERRUPTER 10 DUPLEX OUTLET, WEATHERPROOF GROUND FAULT CIRCUIT INTERRUPTER. DUPLEX OUTLET, RECESSED OUTLET FOR PAINTING LIGHT, MOUNTED 63" �RPL AFF. TO I OF BOX. to FOUR -FLEX OUTLET, MOUNTED 12" AFF. TO t OF BOX. t@ 120/240 VOLT OUTLET, MOUNTED 36" AFF_ TO t OF BOX. ® FLOOR MOUNTED DUPLEX OUTLET. PROVIDE COVERS WHEN NOT BEING USED. i� SINGLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO (t BOX. I� DOUBLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO �- BOX, N TELEPHONE JACK, MOUNTED 12" AFF. TO t OF BOX. 14 FAX DEDICATED FACSIMILE JACK, MOUNTED 12" AFF. TO (t OF BOX. 14 COMPUTER NETWORK/MODEM JACK, MOUNTED 12" AFF. TO t OF BOX. O THERMOSTAT, MOUNTED 60" AFF. TO t OF BOX. �H HUMIDISTAT, MOUNTED 60" AFF. TO t OF BOX. ® DOOR BELL BUTTON, MOUNTED 48" AFF. TO it OF BOX. INT INTERCOM CONTROL BOX, MOUNTED 60" A.F.F. TO �t OF BOX. AUDIO SPEAKER, MOUNTED 12" AFF. TO ct OF BOX. ® 2 TUBE FLUORESCENT DROP IN FIXTURE 0 SMOKE DETECTOR, MOUNTED AS PER GOVERNING CODES. DOOR BELL CHIMES. MOUNTED AT 84" MIN. AFF. TO (; OF BOX. ® GARAGE DOOR OPENER, CEILING MOUNTED. 0 J -BOX ROUGH -IN ONLY, PROVIDE COVER PLATE. CEILING: MOUNTED TRACK LIGHT. Y - DOWN LIGHT, CEILING MOUNTED. DOWN LIGHT- DIRECTIONAL, CEILING MOUNTED. ® DOWN LIGHT / DOWN LIGHT - DIRECTIONAL, CEILING MOUNTED. V PENDANT LIGHT, CEILING MOUNTED. H�> WALL MOUNTED LIGHT. ffl WALL MOUNTED PICTURE LIGHT. BASE MOUNTED LIGHT BOLLARD. ® EXHAUST FAN, CEILING MOUNTED. EXHAUST FAN, WALL MOUNTED. CEILING PADDLE FAN. WALL MOUNTED VANITY LIGHT, MOUNTED 84" AFF. TO d_: OF BOX WALL MOUNTED VANITY LIGHT, VERTICAL. ® 2 BULB FLUORESCENT. ® UNDER CABINET LIG=HTING. Fm, M1 VALANCE STRIP LIGHT. ELECTRIC BASEBOARD HEATER. LJ ELECTRIC TOE KICK HEATER. ® GAS LINE INLET. � ELECTRIC POWER METER LOCATION. GAS METER LOCATION. CIRCUIT BREAKER PANEL BOARD. F{+ FROST -FREE HOSE BIB. OW EXIT SIGN NOTE: ALL MOUNTING ELEVATIONS ARE TYPICAL UNLESS NOTED OTHERWISE. SEE INTERIOR ELEVATIONS. GENERAL MECHANICAL NOTES 1. CONTRACTOR TO PROVIDE ADEQUATE DUCTING FOR AIR MOVEMENT FOR ALL EXHAUST FAN UNITS FOR GAS APPLIANCES. 2. CONTRACTOR TO VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS WITH OWNER. 3. CONTRACTOR TO VERIFY ALL EXHAUST FAN EXITING FROM BUILDING ENVELOPE. 4. CONTRACTOR TO COORDINATE ALL POWER AND LIGHTING SERVICE REQUIREMENTS FOR MECHANICAL EQUIPMENT WITH THE OTHER RESPECTIVE TRADES, 5. CONTRACTOR TO INSURE ALL MECHANICAL SYSTEMS INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE MECHANICAL CODE REQUIREMENTS AS WELL AS TH05E PRESCRIBED BY THE CITY OF REXBURG BUILDING DEPARTMENT AND THE STATE OF IDAHO, 6. CONTRACTOR TO PROVIDE DESIGN OF ALL MECHANICAL SERVICES AND DUCTING IN ACCORDANCE WITH APPLICABLE CODES. CONSULTATION WITH A MECHANICAL ENGINEER IS ENCOURAGED. - 1. CONTRACTOR TO PROVIDE ADEQUATE SIZING OF ALL ELECTRIC BASEBOARDS, GAS FIREPLACES, CEILING HEATING UNITS, TOE KICK HEATERS, ETC. AS APPLICABLE. 8. ALL SYSTEMS SWITCHING AND OPERATIONS TO BE VERIFIED OR DETERMINED WITH OWNER 9, CONTRACTOR TO VERIFY WITH OWNER ALL MECHANICAL FIXTURES AND FITTINGS IN TERMS OF MAKE, MODEL, AND FUNCTION. 10, CONTRACTOR TO VERIFY ALL VENTING OF GAS APPLIANCES ARE IN ACCORDANCE WITH STATE AND LOCAL CODES. GENERAL PLUMBING NOTES 1, CONTRACTOR TO PROVIDE ADEQUATE WATER SUPPLY AND WASTE WATER DRANAGE TO AND FROM BUILDING ENVELOPE. 2. CONTRACTOR TO VERIFY ALL PLUMBING FIXTURE AND FITTING LOCATIONS WITH OWNER- 3, CONTRACTOR TO VERIFY ALL SPECIALIZED PLUMBING EQUIPMENT AND SERVICES WITH OWNER WHICH INCLUDE, BUT ARE NOT LIMITED TO, WATER SOFTENING, IONIZATION, PURIFICATION, ETC. AND POTENTIAL LOCATION OF EQUIPMENT. 4. CONTRACTOR TO COORDINATE ALL POWER AND MECHANICAL SERVICE REQUIREMENTS FOR PLUMBING EQUIPMENT WITH OTHER RESPECTIVE TRADES_ 5. CONTRACTOR TO INSURE ALL PLUMBING SYSTEMS INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE UNIFORM PLUMBING CODE REQUIREMENTS, AS WELL AS THOSE PRESCRIBED BY THE CITY OF REXBURG BUILDING DEPARTMENT AND THE STATE OF IDAHO. 6. CONTRACTOR TO PROVIDE DESIGN OF ALL PLUMBING SERVICES, INCLUDING UTILITY GAS SERVICES IN ACCORDANCE WITH APPLIANCE CODES. CONSULTATION WITH A MECHANICAL ENGINEER 15 ENCOURAGED. 1. CONTRACTOR TO PROVIDE ADEQUATE PIPE SIZING, CONNECTIONS, AND PRESSURE TESTING INCLUDING, BUT NOT LIMITED TO, ALL. WATER SUPPLY LINES AND UTILITY GAS SUPPLY LINES. 8. ALL SYSTEMS OPERATIONS TO BE VERIFIED OR DETERMINED WITH OWNER 9. CONTRACTOR TO VERIFY WITH OWNER ALL PLUMBING FIXTURES AND FITTINGS, BATHROOM ACCESSORIES, ETC. IN TERMS OF MAKE, MODEL, AND FUNCTION. 10. CONTRACTOR TO VERIFY ALL VENTING OF GAS APPLIANCES ARE IN ACCORDANCE WITH STATE AND LOCAL CODES. 11, IF REQUIRED, CONTRACTOR TO VERIFY DESIGN AND PLACEMENT OF FIRE SUPPRESION SPRINKLER SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES. NOT5: PROVIDE ATTIC SPACE ACCESS PANEL, SERVICE ANNE! LIGHTING AND POWER A . • REQUIRED 1111I 0" I" 0 1111 m 1� i■���r������ . . MME mm mmm 11111 P-4 mmmm ��■�■���r ©�� �����r� ��r© ��r r m 1111 LMI 11111 AW-00 I m =m m I - 04 w I L - &_ 11111MO 111 11 �� ��'•�' -;fir.» .� r � r � ] L.----- - - - - -- I - -- __ -_iur� SYMBOL LEGEND �J N UTILITY LOCATION PLAN W m 1/8" = 1' -0" GENERAL ELECTRICAL NOTES 1. UNLE55 NOTED OTHERWISE, MOUNT ALL INTERIOR OUTLETS im 12" AFF. TO ¢ or- OUTLET, AND MOUNT SWITCHES 0 48" AFF. TO t OF SWITCH. MOUNT ALL EXTERIOR OUTLETS 6 MIN. 24" ABOVE FINISH GRADE. 2. CONTRACTOR TO VERIFY CABLE TELEVISION LOCATIONS WITH OWNER 3. CONTRACTOR TO VERIFY ALL PHONE LOCATIONS WITH OWNER CONTRACTOR IS ALSO TO VERIFY WITH THE OWNER ALL SEPARATE PHONE LINE LOCATIONS. 4. CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS FOR MECHANICAL EQUIPMENT. 5. CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS FOR ALL PLUMBING EQUIPMENT. 6. CONTRACTOR TO VERIFY LOCATION OF MAIN SERVICE PANEL AND MAIN PHONE PANEL WITH OWNER 1. CONTRACTOR TO ENSURE ALL POWER AND LIGHTING INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE ELECTRICAL CODE REQUIREMENTS, AS WELL AS THOSE PRESCRIBED BY THE CIT7 OF REXBURG BUILDING DEPARTMENT AND THE STATE OF IDAHO. 8. CONTRACTOR TO PROVIDE DESIGN OF ALL ELECTRICAL SERVICES AND CIRGUITING IN ACCORDANCE WITH APPLICABLE CODES. CONSULTATION WITH AN ELECTRICAL ENGINEER IS ENCOURAGED. 9. ALL LIGHTING AND SWITCHING TO BE DETERMINED BY OWNER 10. CONTRACTOR TO VERIFY WITH OWNER ALL ELECTRIC FIXTURES IN TERMS OF MAKE, MODEL, AND FUNCTION. 11. CONTRACTOR TO VERIFY LOCATION OF ALL REQUIRED EXIT SIGNS AND SMOKE DETECTORS IN ACCORDANCE WITH ALL APPLICABLE CODES. $ SINGLE POLE SWITCH, MOUNTED 48" AFF. TO (t OF BOX. $ THREE WAY SWITCH, MOUNTED 48" A.F.F. TO t OF BOX. $¢ FOUR WAY SWITCH, MOUNTED 48" AFF. TO t OF BOX, SINGLE POLE DIMMER SWITCH, MOUNTED 48" AFF. TO t OF BOX. $n THREE WAY DIMMER SWITCH, MOUNTED 48" AFF. TO ct OF BOX. $ SINGLE POLE TIMER SWITCH, MOUNTED 48" AFF. TO (t OF BOX. SINGLE POLE CEILING FAN SWITCH, MOUNTED 48" AFF. TO (t OF BOX. $ r_ FAN SWITCHES TO BE RHEOSTAT TO ALLOW ADJUSTABLE FAN SPEED. $� DOOR JAMB SWITCH, MOUNTED 9 DOOR JAMB. M5 MOTION SENSOR SWITCH, MOUNTED ABOVE DOORWAY AND DIRECTED TO ACTIVATE WHEN DOOR OPENS. ® PHOTO VOLTAIC CELL 5EN50R SWITCH, MOUNTED WHERE NOT AFFECTED BY EXTERIOR LIGHTS. E1 GARAGE DOOR OPENER SWITCH, MOUNTED 54" A.F.F. TO �- OF BOX. PO DUPLEX OUTLET, MOUNTED 12" AFF. TO (t OF BOX. kA DUPLEX OUTLET, TOP HALF SWITCHED, MOUNTED 12" AFF. TO t OF BOX. k®GFI DUPLEX OUTLET, GROUND FAULT CIRCUIT INTERRUPTER 10 DUPLEX OUTLET, WEATHERPROOF GROUND FAULT CIRCUIT INTERRUPTER. DUPLEX OUTLET, RECESSED OUTLET FOR PAINTING LIGHT, MOUNTED 63" �RPL AFF. TO I OF BOX. to FOUR -FLEX OUTLET, MOUNTED 12" AFF. TO t OF BOX. t@ 120/240 VOLT OUTLET, MOUNTED 36" AFF_ TO t OF BOX. ® FLOOR MOUNTED DUPLEX OUTLET. PROVIDE COVERS WHEN NOT BEING USED. i� SINGLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO (t BOX. I� DOUBLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO �- BOX, N TELEPHONE JACK, MOUNTED 12" AFF. TO t OF BOX. 14 FAX DEDICATED FACSIMILE JACK, MOUNTED 12" AFF. TO (t OF BOX. 14 COMPUTER NETWORK/MODEM JACK, MOUNTED 12" AFF. TO t OF BOX. O THERMOSTAT, MOUNTED 60" AFF. TO t OF BOX. �H HUMIDISTAT, MOUNTED 60" AFF. TO t OF BOX. ® DOOR BELL BUTTON, MOUNTED 48" AFF. TO it OF BOX. INT INTERCOM CONTROL BOX, MOUNTED 60" A.F.F. TO �t OF BOX. AUDIO SPEAKER, MOUNTED 12" AFF. TO ct OF BOX. ® 2 TUBE FLUORESCENT DROP IN FIXTURE 0 SMOKE DETECTOR, MOUNTED AS PER GOVERNING CODES. DOOR BELL CHIMES. MOUNTED AT 84" MIN. AFF. TO (; OF BOX. ® GARAGE DOOR OPENER, CEILING MOUNTED. 0 J -BOX ROUGH -IN ONLY, PROVIDE COVER PLATE. CEILING: MOUNTED TRACK LIGHT. Y - DOWN LIGHT, CEILING MOUNTED. DOWN LIGHT- DIRECTIONAL, CEILING MOUNTED. ® DOWN LIGHT / DOWN LIGHT - DIRECTIONAL, CEILING MOUNTED. V PENDANT LIGHT, CEILING MOUNTED. H�> WALL MOUNTED LIGHT. ffl WALL MOUNTED PICTURE LIGHT. BASE MOUNTED LIGHT BOLLARD. ® EXHAUST FAN, CEILING MOUNTED. EXHAUST FAN, WALL MOUNTED. CEILING PADDLE FAN. WALL MOUNTED VANITY LIGHT, MOUNTED 84" AFF. TO d_: OF BOX WALL MOUNTED VANITY LIGHT, VERTICAL. ® 2 BULB FLUORESCENT. ® UNDER CABINET LIG=HTING. Fm, M1 VALANCE STRIP LIGHT. ELECTRIC BASEBOARD HEATER. LJ ELECTRIC TOE KICK HEATER. ® GAS LINE INLET. � ELECTRIC POWER METER LOCATION. GAS METER LOCATION. CIRCUIT BREAKER PANEL BOARD. F{+ FROST -FREE HOSE BIB. OW EXIT SIGN NOTE: ALL MOUNTING ELEVATIONS ARE TYPICAL UNLESS NOTED OTHERWISE. SEE INTERIOR ELEVATIONS. GENERAL MECHANICAL NOTES 1. CONTRACTOR TO PROVIDE ADEQUATE DUCTING FOR AIR MOVEMENT FOR ALL EXHAUST FAN UNITS FOR GAS APPLIANCES. 2. CONTRACTOR TO VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS WITH OWNER. 3. CONTRACTOR TO VERIFY ALL EXHAUST FAN EXITING FROM BUILDING ENVELOPE. 4. CONTRACTOR TO COORDINATE ALL POWER AND LIGHTING SERVICE REQUIREMENTS FOR MECHANICAL EQUIPMENT WITH THE OTHER RESPECTIVE TRADES, 5. CONTRACTOR TO INSURE ALL MECHANICAL SYSTEMS INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE MECHANICAL CODE REQUIREMENTS AS WELL AS TH05E PRESCRIBED BY THE CITY OF REXBURG BUILDING DEPARTMENT AND THE STATE OF IDAHO, 6. CONTRACTOR TO PROVIDE DESIGN OF ALL MECHANICAL SERVICES AND DUCTING IN ACCORDANCE WITH APPLICABLE CODES. CONSULTATION WITH A MECHANICAL ENGINEER IS ENCOURAGED. - 1. CONTRACTOR TO PROVIDE ADEQUATE SIZING OF ALL ELECTRIC BASEBOARDS, GAS FIREPLACES, CEILING HEATING UNITS, TOE KICK HEATERS, ETC. AS APPLICABLE. 8. ALL SYSTEMS SWITCHING AND OPERATIONS TO BE VERIFIED OR DETERMINED WITH OWNER 9, CONTRACTOR TO VERIFY WITH OWNER ALL MECHANICAL FIXTURES AND FITTINGS IN TERMS OF MAKE, MODEL, AND FUNCTION. 10, CONTRACTOR TO VERIFY ALL VENTING OF GAS APPLIANCES ARE IN ACCORDANCE WITH STATE AND LOCAL CODES. GENERAL PLUMBING NOTES 1, CONTRACTOR TO PROVIDE ADEQUATE WATER SUPPLY AND WASTE WATER DRANAGE TO AND FROM BUILDING ENVELOPE. 2. CONTRACTOR TO VERIFY ALL PLUMBING FIXTURE AND FITTING LOCATIONS WITH OWNER- 3, CONTRACTOR TO VERIFY ALL SPECIALIZED PLUMBING EQUIPMENT AND SERVICES WITH OWNER WHICH INCLUDE, BUT ARE NOT LIMITED TO, WATER SOFTENING, IONIZATION, PURIFICATION, ETC. AND POTENTIAL LOCATION OF EQUIPMENT. 4. CONTRACTOR TO COORDINATE ALL POWER AND MECHANICAL SERVICE REQUIREMENTS FOR PLUMBING EQUIPMENT WITH OTHER RESPECTIVE TRADES_ 5. CONTRACTOR TO INSURE ALL PLUMBING SYSTEMS INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE UNIFORM PLUMBING CODE REQUIREMENTS, AS WELL AS THOSE PRESCRIBED BY THE CITY OF REXBURG BUILDING DEPARTMENT AND THE STATE OF IDAHO. 6. CONTRACTOR TO PROVIDE DESIGN OF ALL PLUMBING SERVICES, INCLUDING UTILITY GAS SERVICES IN ACCORDANCE WITH APPLIANCE CODES. CONSULTATION WITH A MECHANICAL ENGINEER 15 ENCOURAGED. 1. CONTRACTOR TO PROVIDE ADEQUATE PIPE SIZING, CONNECTIONS, AND PRESSURE TESTING INCLUDING, BUT NOT LIMITED TO, ALL. WATER SUPPLY LINES AND UTILITY GAS SUPPLY LINES. 8. ALL SYSTEMS OPERATIONS TO BE VERIFIED OR DETERMINED WITH OWNER 9. CONTRACTOR TO VERIFY WITH OWNER ALL PLUMBING FIXTURES AND FITTINGS, BATHROOM ACCESSORIES, ETC. IN TERMS OF MAKE, MODEL, AND FUNCTION. 10. CONTRACTOR TO VERIFY ALL VENTING OF GAS APPLIANCES ARE IN ACCORDANCE WITH STATE AND LOCAL CODES. 11, IF REQUIRED, CONTRACTOR TO VERIFY DESIGN AND PLACEMENT OF FIRE SUPPRESION SPRINKLER SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES.