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PLANS - 05-00019 - Henry's Fork Office Bldg 9 (2)
H GENERAL NOTES Office Rexburg, Idaho SITE NOTES CODE / ZONING ANALYr;IS CONTACTS 1. THE GENERAL CONTRACTOR MUST OBTAIN ALL REQUIRED BUILDING 13. THE GENERAL CONTRACTOR MUST TAKE CARE TO PROTECT NEWLY 1. GENERAL CONTRACTOR TO REMOVE ONLY TREES AND VEGETATION VERIFIED I. APPLICABLE CODES / JURISDICTION: ARCHITECT PERMITS AND AGENCY APPROVALS. INSTALLED MATERIALS, FINISHES AND ASSEMBLIES. BY THE ARCHITECT OR OWNER_ ALL REMAINING TREES MUST BE PROTECTED - 2003 INTERNATIONAL BUILDING CODE DUBBE- MOULDER ARCHITECTS, PC 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR EXECUTING WORK IN 14, THE GENERAL CONTRACTOR MUST HALT THE WORK AFFECTED WHEN AGAINST ALL PHASES OF CONSTRUCTION. - REXBURG, IDAHO. MADISON COUNTY 1160 ALPINE LANE, SUITE A2 CONFORMANCE WITH THE CURRENTLY ADOPTED IBC AND ALL OTHER NOTIFIED OF A PROPOSED CHANGE AND PROCEED ONLY AFTER 2. GENERAL CONTRACTOR TO MAINTAIN SITE THROUGHOUT THE COURSE OF THE P.O. BOX 922 AGENCY REGULATIONS. RECEIVING INSTRUCTIONS FROM THE ARCHITECT. PROJECT BY: JACKSON, WYOMING 83002 3. THE GENERAL CONTRACTOR MUST INSPECT THE SITE BEFORE BEGINNING 15. THE GENERAL CONTRACTOR MUST SUBMIT A DETAILED PROJECT - REPAIRING ALL RUTS CAUSED BY EQUIPMENT, SPILLS, OR OTHER 2. LOT SIZE: SEE SITE PLAN ATTACHED 301- 133 -9551 WORK AND IDENTIFY CONFLICTS OR INCONSISTENCIES BETWEEN THE SCHEDULE AT THE BEGINNING OF THE PROJECT. ANY SIGNIFICANT EARTH- RELATED SCARRING. SURVEYED BY 6CHIE65 AND ASSOCIATES. 31 NORTH FIRST EAST CONTRACT DOCUMENTS AND EXISTING CONDITIONS- CHANGES WHICH WOULD ALTER THAT INITIAL SCHEDULE MUST BE - REPAIRING OR REPLACEMENT OF ALL SCARRED, BROKEN, OR 1103 SOUTH 45TH WEST, IDAHO FALLS, IDAHO 83402 4. THE GENERAL CONTRACTOR MUST VERIFY ALL EXISTING SITE DOCUMENTED IN A REVISED SCHEDULE. OTHERWISE DAMAGED TREES DUE TO CONSTRUCTION. P.O. BOX 169 DIMENSIONS AND CONDITIONS. 16. THE GENERAL CONTRACTOR MUST PROVIDE ADEQUATE AND PROPER - E X ERCISE ROUTINE PERIODIC REMOVAL OF ALL REFUSE- ZONING: SEE ATTACHED SITE PLAN DRIGG5, IDAHO 83422 5. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL DRY STORAGE AND HANDLING OF ALL BUILDING MATERIALS, SUPPLIES, 3. THE CONTRACTOR SHALL MINIMIZE THE D15TURBANCE OF THE EXISTING GRADE. 208- 354 -OIS1 DIMENSIONS, MATERIALS, SCHEDULES, ETC. WITHIN THE SCOPE OF THE AND FINISHES IN ACCORDANCE WITH PRODUCT MANUFACTURER'5 THE CONTRACTOR SHALL VERIFY WITH THE OWNER ALL STAGING AREAS AND 3. MINIMUM BUILDING SETBACKS CIVIL ENGINEER PROJECT, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. RECOMMENDATIONS. METHODS OF STORAGE. 5CHIE55 AND A550CIATES 6. THE GENERAL CONTRACTOR MUST NOTIFY THE ARCHITECT IMMEDIATELY 11- THE GENERAL CONTRACTOR MUST DETERMINE THAT ALL EQUIPMENT 4. GENERAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATION, TAPPING INTO, - STREET SETBACK SEE SITE PLAN ATTACHED 1103 SOUTH 45TH WEST OF CONDITIONS WHICH REQUIRE DEVIATION FROM CONSTRUCTING THE SPECIFIED WILL FIT THROUGH EXISTING DOORWAYS AND CORRIDORS INSTALLATION AND VERIFYING LOCATION OF ALL NECE55ARY SITE UTILITIES - REAR SETBACK SEE SITE PLAN ATTACHED IDAHO FALLS, IDAHO 83402 WORK AS INDICATED IN THE CONTRACT DOCUMENTS. BEFORE EQUIPMENT 15 PURCHASED OR SCHEDULE THE INSTALLATION INCLUDING POWER, WATER, SANITARY, CABLE, PHONE, ETC. GENERAL - SIDE SETBACK SEE 51TE PLAN ATTACHED 208 - 522 -1244 1, DO NOT SCALE DRAWINGS IN ORDER TO DETERMINE DIMENSIONS. SEQUENCE TO AVOID CONFLICTS. CONTRACTOR TO COORDINATE ALL UTILITY FEES AND SERVICES WITH THE WRITTEN DIMENSIONS GOVERN, AND LARGE SCALE DETAILS GOVERN 18. THE GENERAL CONTRACTOR MUST COMPLY WITH THE RULES OF THE OWNER. 4. MAXIMUM BUILDING HEIGHT: SEE 51TE PLAN ATTACHED STRUCTURAL ENGINEER OVER SMALL SCALE DETAILS. WALLS AND PARTITIONS ARE SUBDIVISION AND THE COUNTY AND THE DIRECTIONS OF THE OWNERS 5. ANY DISTURBED SOIL TO BE FINISH GRADED $ RAKED TO ACHIEVE A UNIFORM DYNAMIC STRUCTURES DIMENSIONED FROM FACE OF FRAMING, UNLESS OTHERWISE NOTED. FOR CONSTRUCTION FACILITIES, USE OF PREMI5E5, ACCESS TO THE SURFACE. ALL FINISH GRADE TO BE FREE OF ROCKS AND SOLID DE5RI5 5. DESIGN CRITERIA UTILIZED: STRUCTURAL ENGINEERING SERVICES 8. ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD AS INDICATED. PROJECT SITE, AND TRASH REMOVAL. GREATER THAN 3/4" DIAMETER AND CON515TING OF NATIVE SOIL - SEISMIC ZONE SEE STRUCTURAL DRAWINGS ATTACHED 1881 NORTH 1120 WEST ALL COLUMNS ARE MEASURED FROM GENTERLINE. CONTRACTOR TO BE 19. ALL MECHANICAL, ELECTRICAL AND CIVIL ENGINEERING SERVICES AND CHARACTERISTIC-5- NO TWIGS, STICKS, OR OTHER NON -501L MATERIAL SHALL - PSF SNOW LOAD SEE STRUCTURAL DRAWINGS ATTACHED PROVO, UTAH 84604 AWARE OF ALL N.T.5. (NOT TO SCALE) DIMENSIONS. WRITTEN DIMENSIONS SYSTEMS WILL BE SPECIFIED AND INSTALLED BY THE RESPECTIVE BE INCLUDED IN THE FINAL GRADE BEING PREPARED FOR FINAL LANDSCAPING. - MPH WIND LOAD SEE STRUCTURAL DRAWINGS ATTACHED 801- 356 -1140 GOVERN OVER SCALE. TRADES. ALL SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH THE Co. ALL EXCESS EXCAVATED MATERIAL TO BE TRUCKED OFFSITE WITH THE GC��fRAGTORS 9. THE PRESENCE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY RESPECTIVE CODES. EXCEPTION OF ANY NECE55ARY BACKFILL MATERIAL OR POTENTIAL RICK HANCOCK' JON GREGORY APPROVAL OF THE WORK THE GENERAL CONTRACTOR MUST CALL 20. EACH TRADE 15 RESPONSIBLE FOR INSPECTION OF SERVICE AND TO LANDSCAPING MATERIAL. CONTRACTOR TO PROVIDE LOCATION TO LIMIT ROCKY MOUNTAIN CONTRACTORS, LLG SPECIFIC ITEMS TO THE ATTENTION OF THE ARCHITECT IF HE WI5NE5 TO ADVISE THE GENERAL CONTRACTOR, ARCHITECT, AND OWNER AS TO AMOUNT OF LAWN DAMAGE. STOCKPILE LOCATION TO BE DETERMINED BY FUTURES OF IDAHO OBTAIN THE ARCHITECT'S APPROVAL. CURRENT CONDITION, POSSIBLE PROBLEMS AND POTENTIAL SOLUTIONS GENERAL CONTRACTOR AND SHALL INCORPORATE ALL EROSION CONTROL 560 WEST 1ST NORTH 10. THE GENERAL CONTRACTOR MUST SUBMIT ALL PROPOSED WITH RESPECT TO THEIR TRADES. METHODS d TECHNIQUES AS PRESCRIBED BY MADISON COUNTY, ID. RIGBY, IDAHO 83442 SUBSTITUTIONS IN WRITING !"O THE ARCHITECT FOR APPROVAL WITH 21. THE CONTRACTOR SHALL VERIFY WITH THE ARCHITE=CT THE SELECTION, 1. ALL DISTURBED EXISTING GRADE TO BE REGRADED AND RE- SEEDED AS PER 208- 403 -6801 SUFFICIENT INFORMATION, SAMPLES, AND DIFFERENCE IN COST FOR FABRICATION, FINISH, AND INSTALLATION OF ALL INTERIOR FINISH ITEMS LANDSCAPE ARCHITECT W/ REGARD TO DIMENSION, SCOPE, AND ARIETY OF N 89'4740" E EVALUATION. IF A REVISION OR SUBSTITUTION 15 MADE TO IN ANY WAY INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: VEGETATION TO BE INSTALLEED. - .- -- -- -- - 004.06' - - -_ - - ALTER THE WORK 50 THAT IT DOES NOT CONFORM WITH THE CONTRACT_ --- DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL, SUCH ACTION ALL INTERIOR RUNNING AND STANDING TRIM WILL RELIEVE THE ARCHITECT OF ANY LIABILITY FOR THE RESULTING ALL INTERIOR CABINETS AND MILLWORK, INCLUDING COUNTERTOPS AESTHETIC EFFECT, SUBSEQUENT FAILURE, PROPERTY DAMAGE OR ALL PLUMBING FIXTURES AND FITTINGS PER50NAL INJURY. ALL LIGHTING FIXTURES / L ( BUILDING UNDER CONSTRUCTION 11. THE GENERAL CONTRACTOR MUST PERFORM HIGH QUALITY ALL INTERIOR MATERIALS, SPECIES, AND FINISH IOROFE55IONAL WORK. THE WORK OF EACH TRADE MUST MEET OR ALL APPLIANCES / L_ - - - _ - - EXCEED ALL QUALITY STANDARDS PUBLISHED BY THAT TRADE. ALL DOOR AND WINDOW HARDWARE AND FIN15H / 12. THE GENERAL CONTRACTOR MUST ARRANGE TO ACCOMMODATE "NOT IN CONTRACT" WORK AND MUST REQUEST INSTRUCTIONS FROM THE ARCHITECT BEFORE PROCEEDING. / / _ ,--= - -- _ - - -- - - - -_ _ -- - / - - - -�_ _..�.._..._._ - ------- - - - - -- - - - - -- --------- - - - - -J ---------------- r-- - - -� -_ _- _ ._ _ __ ri SITE MAP Al.l I" =100' W i W rrm - L =__ I I I I I TIJ) t i I I I { F4 I I I i I I I OFFICE #1 I 1 I I I 1 ! I I I I I 1 I I I i I 1 N 5� °41'40" E E VERIFY BUILDING PLACEMENT AND ORIENTATION WITH CONTRACTOR 2 SITE PLAN A r = 50° DRAWING INDEX A1.1 GENERAL NOTES, SITE MAP, SITE PLAN Al2 SQUARE FOOTAGE CALCULATIONS, ROOF PLAN A2.1 FIRST FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A32 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS A5.1 SCHEDULE'S AND NOTES A6.1 WALL SECTIONS AND DETAILS A61 DETAILS 50.1 STRUCTURAL NOTES 51-1 FOOTING AND FOUNDATION PLAN 51.2 CONSTRUCTION DETAILS 52.1 ROOF FRAMING PLAN 53.1 5HEARWALL PLAN 541 CONSTRUCTION DETAILS Ul.l UTILITY LOCATION PLAN HENRY'S FORK PLAZA OFFICE BUILDING #1 859 S. YELLOWSTONE REXBURG, IDAHO DUBBF M0UI..DER 11RCH(TECTS , P.C. AR-Cl 11 ■ HISTORIC PRESERVATION • INTERIORS QAM& - - r AFM 1 9227 ■ 1160 ALPINE LANE ■ SUITE 2A JACKSON I IDLE, WYOMING 83002 P.O. BOX 169 • 37 NORTI 1 FIRST EAST = SUFTE I DKIGGS , ILDAI 10 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 2 _ 3 4 5 6 Drawn By: N.O. Checked By: K.D. Date: Sheet Number: WIUARY 28, 2005 Scale: AS NOTED A1*1 Project Number: 0461 HT I ��i�NT�F� SNoW s7o�t � SQUARE FOOTAGE CALCULATIONS Tenant 1 2,012 Tenant 2 2 sq. ft. sq. ft- Total Tenant Space 4,024 sq. ft. Roof 4,660 scl. ft. FIRST FLOOR S QUARE FOOTAGE PLAN 1/8" = 1' -0" ROOF SQUARE FOOTAGE PLAN 1/8" = V -0" HENRY'S FORK PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO D UBBE - t Y 1O LILDEK A KCHITECTS , P.C. AR-Cl IITEC.TUIZE ■ I IISTOKIC PRESERVATION - INTEKIOlU P.O. BOX 9227 - 1160 ALPINE LANE - SUITE 2A JACKSON I TOLE, WYOMING 83002 P.O. BOX 169 - 37 NOR-TI I FIRST EAST - SUITE I DKIGGS , IDAI 10 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALT. REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROTECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE- MOULDER ARCHITECTS, P.C. Sheet Title: SQUARE FOOTAGE CALCULATIONS & ROOF PLAN SHADED AREA PROVIDE ICE AND WATER SHIELD AS SUPPLIED BY WR GRACE OR APPROVED EQUAL 0 ALL VALLEYS AND ROOF PROJECTS 3' -0" MIN. BOTH SIDES REVISIONS 1 2 3 4 5 6 Drawn By: N.O. Checked By: K.D. Date: Sheet Number: JANUARY 28, 2005 Scale: AS NOTED A1,02 Project Number: 0461 SID' -ID" 32' -ID" 2ro' -ID" 32' - 0 " fID' -ID" 12' -0" 1ID' -ID" lID' -0" 12' -0" 10' - 0 " N N N SHADED AREA PROVIDE ICE AND - WATER SHIELD AS SUPPLIED BY -- - - - - -- - i - - - - - -- - — UIRGRACEORAPPROVEDEQUAL � � 0 Q ALL VALLEYS AND ROOF _m PROJECTS 3' -0" MIN. BOTH SLOPE SLOPE I N r 2' -0= 13` -ID„ 1:12 I I 7'�2 I ILI 3' _ID"{ 2' -0" I � r I I 'e,, Ln SLOPE � ,`,4� ,� �91 SLOPE ( ,i 1:12 '� 4� / \`. e ° 1:12 { RIDGE / \ RIDGE J,fD I I @, to { ��`} v W SLOPE' 1 'SLOPE { 1:12 1:12 { I- _--- - - - - -- --- __.- _._ :—.:�.._----- = - - - -= — ----------- -- - - - - =— - - -- — — — - a 30 - ROOF SQUARE FOOTAGE PLAN 1/8" = V -0" HENRY'S FORK PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO D UBBE - t Y 1O LILDEK A KCHITECTS , P.C. AR-Cl IITEC.TUIZE ■ I IISTOKIC PRESERVATION - INTEKIOlU P.O. BOX 9227 - 1160 ALPINE LANE - SUITE 2A JACKSON I TOLE, WYOMING 83002 P.O. BOX 169 - 37 NOR-TI I FIRST EAST - SUITE I DKIGGS , IDAI 10 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALT. REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROTECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE- MOULDER ARCHITECTS, P.C. Sheet Title: SQUARE FOOTAGE CALCULATIONS & ROOF PLAN SHADED AREA PROVIDE ICE AND WATER SHIELD AS SUPPLIED BY WR GRACE OR APPROVED EQUAL 0 ALL VALLEYS AND ROOF PROJECTS 3' -0" MIN. BOTH SIDES REVISIONS 1 2 3 4 5 6 Drawn By: N.O. Checked By: K.D. Date: Sheet Number: JANUARY 28, 2005 Scale: AS NOTED A1,02 Project Number: 0461 T T T LINE OF ROOF ABOVE ou cq Q� N I SHEAR WALL'' (D - N FIRS FLOOR PLAN W 1/4" = 1' -0" E SHEAR WALL — - -I C N o WALL LEGEND TYPICAL STUD W ?2� TYPICAL DEMISING WALL vi��! i�i�i' ���a�e�it�i�i�i�A�i�� •i�i�i���e�i�i�%Oi_ TYPICAL SHEAR WALL s, TOIL m — I IN ■ ]Je! m Mil N FIRS FLOOR PLAN W 1/4" = 1' -0" E SHEAR WALL — - -I C N o WALL LEGEND TYPICAL STUD W ?2� TYPICAL DEMISING WALL vi��! i�i�i' ���a�e�it�i�i�i�A�i�� •i�i�i���e�i�i�%Oi_ TYPICAL SHEAR WALL T T T T T 1 I I f LOUVERED VENTS WEATHER -PROOF LOUVERED ATTIC VENTS (TYP.) COMPO FASCIA CORRUGATED METAL ROOFING T.O. PLATE - L , -0i - CORRk B.O. HEADER O L Im9' -m" WOOD TIMBERS VERTIC TRIM MANURI 1/4 = 1 ' - F E D G B A (B LOUVEi COMPO: FASCIA ,&,_ �T_.O. PL< 'T 110 00 VERTIC, MANUFA A3 . 1/411 = J f -Ofr EXTERIOR MATERIALS SCHEDULE ROOFING- COMPOSITION SHINGLES: 1. ROOFING TO BE COMPOSITION ROOF SHINGLEb AS SUPPLIED BY OWENS CORNING OR APPROVED ALTERNATE OVER 30 MIN. ASPHALT IMPREGNATED BUILDING FELT PER MANUFACTURER'S RECOMMENDATIONS. 2. WATER SHIELD MEMBRANE AS SUPPLIED BY W.R. GRACE APPROVED EQUAL AT ALL EAVES NO LESS - OWN TO EDGE OF EAVES. ALSO PROVii:)E SAME MEMBRANE AT ALL VALLEYS, ROOF A ND 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 RUST- RES ISTAN" 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 LE z�KAGE AND DEFECTS IN MATERIALS AND WORKMANSHIP. AS REQUIRED BY OWNER. METAL FLASHING: I. ALL FLASHING AT FASCIA EDGES, WINDOW ANC' DOOR CAPS, EXP05ED 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 1HAN TWAT PUBLISHED BY THAT TRADE. 3. STEP FLASHING SHALL BE USED WHERE VERTh.AL 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 5ELECT GEI>ARMILL 81'.x" (7 EXPOSURE) BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER. INSTALLATION TO BE IN ACCORDANG= WITH MANUFACTURER'S RECOMMENDATION5. VERTICAL SIDIN6s: 1. VERTICAL 51DING TO BE CEDARMILL PANELS COMBINED WITH HARDITRIM PLANKS TO CREATE A BOARD # BATTEN APPEARANCE A3 MANUFACTURED BY JAMES HARDIE 5IDiNG PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER','> RECOMMENDATIONS. WOOD SEAMS, BRACKETS, AND DECK TIMBERS: I. SELECT TIGHT KNOT, GRADE "A" OR BETTER, UIESTERN RED CEDAR, ALL FOUR SIDES TO HAVE RESAWN SURFACES. 2, ALL JOINTS TO BE TIGHT AND FREE OF GAPS. GATED METAL ROOFING 3. ALL BOLTS TO BE COUNTERSUNK PROVIDE F'LUG OF SAME SPECIES AND SAND FLUSH. CORNER TRIM, FASCIA TRIM, DOOR AND WINDOW TRM: I. TRIM SHALL BE HARDITRIM PLANKS OF SIZES INDICATED ON DRAWINGS AS MANUFACTURED BY JAMES HARDIE 511DING PRODUCTS OR API - 'ROVED ALTERNATE. COLORS TO BE SELECTED BY OWNER INSTALLATION TO BE 114 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SOFFITS: 1. SOFFIT SHALL BE HARDISOFFIT PANELS, VENTED OR NON - VENTED AS APPROPRIATE FOR TIMBERS THE LOCATION, AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OILNER. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S 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. MATER AL 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 LF- DGERS, 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 ME:T OR EXCEED STANDARDS AND QUALITIES OF THAT TRADE. 5. ALL MANUFACTURED STONE VENEER CAPS TO BE OF SAME MATERIAL SLOPED TO SHED WATER. 6. EXTEND MANUFACTURED STONE 8" BELOW GRADE. TIMBER KNEE BRACE: L 6x6 TIMBER W/ RE -SAWN FACES HENRY'S FORK PLAZAI 859 S. YELLOWSTONE REXBURG, IDAHO D UBBE -1 V 1OULDER A RCHITECTS , P.C. AR.CI IITECTURE - I IISTOKIC PRESERVATION ■ INTERIOR.S WE P.O. BOX 9227 ■ 1160 ALPINE LANE ■ SUITE 2A JACKSON I IDLE, WYOMING 83002 P.O. BOX 169 ■ 37 NOR-TI I FIKST EAST - SUITE I DItIGGS , IDAI 10 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: EXTERIOR ELEVATIONS I REVISIONS I 1 1 Drawn By: N Checked By: K.D. Date: JANUARY 28, 2005 Sheet Number: Scale: AS NOTED Project Number: 0461 A3.1 COMPO; FASCIA o L T.O. P L< 111 - OL B.O. HEA Y 109 -0"' VERTIC, MANUFA or o 1/4" = 1' - 0 " -PROOF LOUVERED 4TS (TYP.) EXTERIOR MATERIALS SCHEDULE A B C r 1 _1 \ E F CORF 11••r TRIM 2 V V -Li0 1 V t11 1V1N A3.2 1 / 4" = 1 '4" 10 I "- VENTS ROOFMG- COMPOSITION SHMGLES: 1. ROOFING TO BE COMPOSITION ROOF SHINGLES AS SUPPLIED BY OWENS CORNING OR APPROVED ALTERNATE OVER _ °0# MIN. ASPHALT IMPREGNATED BUILDING FELT PER MANUFACTURER'5 RECOMMENDATIONS. 2. PROVIDE AN ICE AND WATER Si IIELO MEMBRANE AS SUPPLIED BY W.R. GRACE, OR APPROVED EQUAL, AT ALL EAYE5 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 RJ5T- RESISTANT OR ZING - COATED 5HINGLE NAILS SUITABLE FOR COMP051TION SHINGLE INSI ALLATION. 4. ALL MATERIALS AND WOR MANIiHIP SHALL MEET OR EXCEED ALL PUBLISHED ROOFING INDUSTRY STANDARDS. 5. PROVIDE STANDARD WARRANT' AGAINST LEAKAGE AND DEFECTS IN MATERIALS AND WORKMANSHIP. AS REQUIRED E Y OWNER. METAL FLASHING: I. ALL FLASHING AT FASCIA EDGE :�, WINDOW AND DOOR CAPS, EXPOSED STEP FLASHING, AND ALL OTHER EXPOSED 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 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 51DE OF VALLEY. HORIZONTAL SIOMG: 1. HORIZONTAL WOOD SIDING TO EE SELECT CEDARMILL S Y4' CI" EXPOSURE) BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. HENRY'S FORK PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO DUBBE - MOULDER A RCHITECTS, P.C. AR.CI IITECTUP E - I IISTORIC PKESEKVATION ■ INTEK.IOKS r P.O. BOX 9227 - 1160 ALPINE LANE - SUITE 2A JACKSON I IOLE , WYOMING 83002 P.O. BOX 169 - 37 NO" I AKST EAST - SUITE I DKIGGS , IDAI 10 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 M PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE - MOULDER ARCHITECTS, P.C. Sheet Title: EXTERIOR ELEVATIONS REVISIONS I ii 6 1 1 Drawn By: N.O. Checked By: K.D. Date: JANUARY 28, 2005 Sheet Number: Scale: AS NOTED Project Number: 0461 A3,02 in 02 0 (D $ Q $1 VERTICAL SIDMG: ION SHINGLE ROOFING 1. VERTICAL SIDING TO BE CEDAFNILL PANELS COMBINED WITH HARDITRIM PLANKS TO CREATE A BOARD a BATTEN APPEARANCE AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTS- RNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD BEAMS, BRACKETS, AND DECK, TIMBERS: L 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 5PECIE5 AND SAND FLUSH. CORNER TRIM, FASCIA TRIM, DOOR Ate? WINDOW TRIM: 1. TRIM SHALL BE HARDITRIM PLANKS OF SIZES INDICATED ON DRAWINGS AS MANUFACTURED E BY JAMES HARDIE 51DING PRODUCTS OR APPROVED ALTERNATE. COLORS TO BE - SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'5 RECOMMENDATIONS. SOFFITS 1. SOFFIT SHALL BE HARDISOFFIT PANELS, VENTED OR NON - VENTED AS APPROPRIATE FOR BOARD AND BATTEN 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. URED STONE BASE W1 MANUFACTURED STONE VENEER: 1. MANUFACTURED STONE VENEER= SIZE, SHAPE, GRADE, COLOR, ETC. TO BE DETERMINED. F , APPLY OVER 15 MIN. ASPHALT MPREGNATED BUILDING FELT, OR IN ACCORDANCE WITH MANUFACTURERS RECOMMENDA "IONS. MATERIAL 15 TO BE CULTURED STONE BY OWEN'5 CORNING OR APPROVED ALTERNATE. 2. SECURE ALL VERTICAL STONEWORK TO WALLS WITH APPROPRIATE METAL TIES. SEE —�} STRUCTURAL DRAWINGS FOR AP °ROPRIATE 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 S" BELOW GRADE. TIMBER KNEE BRACE: 1. Toro TIMBER W/ RE -SAWN FACES HENRY'S FORK PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO DUBBE - MOULDER A RCHITECTS, P.C. AR.CI IITECTUP E - I IISTORIC PKESEKVATION ■ INTEK.IOKS r P.O. BOX 9227 - 1160 ALPINE LANE - SUITE 2A JACKSON I IOLE , WYOMING 83002 P.O. BOX 169 - 37 NO" I AKST EAST - SUITE I DKIGGS , IDAI 10 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 M PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE - MOULDER ARCHITECTS, P.C. Sheet Title: EXTERIOR ELEVATIONS REVISIONS I ii 6 1 1 Drawn By: N.O. Checked By: K.D. Date: JANUARY 28, 2005 Sheet Number: Scale: AS NOTED Project Number: 0461 A3,02 in 02 0 (D $ Q $1 B_O_ H EADE R TYPICA WALL A BUILDING SECTION A -A. 1/4" = 1' -0" BUILDING SECTION NOTES PRE - ENGINEERED TRUSS CHORDS ARE SHOWN IN A DIAGR,6MMATIC WAY_ THEY SHOULD NOT BE CONSTRUED TO BE IN ANYWAY ENGINEERED. THE PURPOSE OF ALI- 5UILDINC-4 SECTIONS WITH REGARD TO ENGINEERED TRUSSES 15 TO ESTABLISH CZITICAL ARCHITECTURAL DIMENSIONS. THE TRUSS MANUFACTURER AND THEIR REPRE°ENTATIVES ARE RESPONSIBLE FOR DETERMINING ALL CHORD LAYOUT, CHORD DIMENSION5, CONNECTIONS, ETC., BASED ON ALL REQUIRED LOADS. SHOP DRAWINGS SHALL BE REVIEUE -0 BY THE ARCHITECT TO ENSURE CONFORMANCE WITH THESE DOCUMENTS. SECTION ASSEMBLIES KEY � r r r ri ri ri TYPICAL TRUSSED ROOF ASSEMBLY: COMPOSITION ROOF SHINGLES, OVER 30* MIN. ASPHALT IMPREGNATED BUILDING FELT, OVER 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 I FINISH SCHEDULE. INSULATE PER INSULATION SCHEDULE. MAINTAIN PROPER AIRFLOW Al' EAVES. TYPICAL FRAMED ROOF ASSEMBLY: COMPOSITE ROOF SHINGLES, OVER 30 MIN. ASPHALT IMPRL:GNATED BUILDING FELT, OVER PLYWOOD ROOF SHEATHING, OVER ROOF STRUCTURE, SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. PROVIDE VAPOR BARRIER ON INSIDE (Wf�RM SIDE) OF STRUCTURE. PROVIDE FINISH ON INTERIOR FACE, SEE INTERIOR FINISH S : HEDULE. INSULATE AS PER T PLATE. INSULATION SCHEDULE. MAINTAIN PROPER AIR FLOW AT GABLE VENTS AND CUPOLA ROOF — 101' -0" Y VENTS. TYPICAL SLAB ON GRADE ASSEMBLY: ! IN REINFORCED CONCRETE SLAB, OVER RIGID INSULATION, OV= COMPACTED CRU5 VEL DA5E OVER COMPACTED EARTH. SEE STRUCTURAL DRAWINGS AN PECIFICATIONS. PROVIDE FINISH, PER INTERIOR FINISH SCHEDULE. INSULATE AS PER INSULATION SCHEDULE. _ €.0 HE DE TYPICAL DEMISINCs WALL. ASSEMBLY: INTERIOR FINISH MATERIAL, OVER PLYWOOD SHEATHING, OVER STUD WALL FRAME, SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. INSULATE AS PER INSULATION SCHEDULE. SEE INTERIOR FINISH SCHEDULE. TYPICAL MANUFACTURED STONE VENEER ASSEMBLY= MANUFACTURED STONE VENEER TIED TO S.LP. WALL WITH AP =ROPRIATE FASTENING DEVICES, OVER 1/2" AIR SPACE, OVER 15* MIN. ASPHALT IMPREGNATED BUILDING FELT, OVER AIR INFILTRATION BARRIER, OVER S.I.P. WALL FRAMING, SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. PROVIDE VAPOR BARRIER ON INSIDE FADE (WARM SIDE) OF S.I.P. WALL. TYPICAL FOUNDATION WALL ASSEMBLY: APPLY ASPHALTIC MOISTURE PROOFING EMULSION BELOW GRADE TO OUTSIDE FACE OF T,C >_SLA CONCRETE; FOUNDATION WALL AND COVER FOUNDATION WALL TO FOOTING CONNECTION. APPLY PERIMETER RIGID INSULATION, AS PER INSULATION I-CHEDULE, TO INSIDE (WARM SIDE) OF FOUNDATION STEM WALL. HENRY'S FORK PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO DUBBE — MOULDER ARCI-jtTECTS, P.C. AR-Cl IITECTUKE • I IISTOKIC PKESEKVATION • INTEKIORS P.O. BOX 9227 ■ 1160 ALPINE LANE ■ SUITE 2A JACKSON I IOLE , WYOMING 83002 P.O. BOX 169 a 37 NOKTI I HKST EAST • SUITE DIMGGS , IDAI 10 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: BUILDING SECTIONS REVISIONS I I Drawn By: N I Checked By: K.D. I Date: JANUARY 28, 2005 Sheet Number: Scale: AS NOTED Project Number: 1/4" = 1' -0 #7 rA A4,01 ri� BUILDING SECTION B -B WINDOW TYPES SCHEDULE TYPE A TYPE B TYPE C 12 1/2" RO. 36 1/2" R.O. 36 1/2" R.O. O ❑ ❑ 0 V h � I i \ / I DOOR �C-BELOW I I I I I i DOOR TYPES SCHEDULE TYPE A r- 3' -0" TYPE B TYPE C INSULATION SCHEDULE FOUNDATION WALLS: 1. PROVIDE 2" RIGID INSULATION (R =10 + / -) FROM "iOP OF FOOTING TO TOP OF PLATE. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. EXTERIOR WALLS: Co" FIBERGLASS BATT, INSULATION. SOUND WALLS: L PROVIDE FIBERGLASS BATT INSULATION A5 5UFPLIED BY OWENS- CORNING, OR APPROVED ALTERNATE. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE V" SOUND BOARD ON EACH 51DE OF S7UD5 AT SOUND WALLS (UNDER WALL FINISH). FIRST FLOOR INSULATION: 1. PROVIDE RIGID INSULATION (R =10 + / -) UNDER SLAB ROOF INSULATION - TRUSSES: 1. 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 V15QUINE 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 15 TO BE TAKEN TO INSURE THAT NO PUNCTURES, RIPS OR CUTS ARE MADE TO THE VAPOR BARRIER AND BUILDING WRAP. ALL BEAMS AND PENETRATIONS ARE TO BE TAPED. 4. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. RADON MITIGATION (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 ROO FI NISH KEY WINDOW SCHEDULE DOOR WINDOW NUMBER WINDOW TYPE MANUFACTURER/ NUM BER ROUGH OPENING (W x H) TEMPERED GL ASS EXTERIOR TRIM TYPE COMMENTS 101 A 2424 -3/ G 3648 -2 POZZI CG G 12 1/2 x 12 1/2 - TYPE 3 FIXED UNITS ABOVE 2 OPERABLE 102 A POZZI GG 2424 -3/ GC 3648 -2 12 1/2 x 12 1/2 - _ 3' -4" x1'-O" x 1 3/4" 3 FIXED UNITS ABOVE 2 OPERABLE 103 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - VE5T. 1 3 FIXED UNITS ABOVE 2 OPERABLE 104 A POZ CC 2424 -3/ CC 3648 -2 12 112 x 12 1/2 - TBD 3 FIXED UNITS ABOVE 2 OPERABLE 105 A POZZI CC 2424 -3/ CC 3648 -2 1 2 112 x 12 1/2 _ - A 3 FIXED UNITS ABOVE 2 OPE RABLE 106 A POZZI CC 24243/ CC 3648 -2 f 12 1/2 x 12 1/2 - 105 3 FIXED UNITS ABOVE 2 OPERABLE 101 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - BT2 3 FIXE UNITS ABOVE 2 OPERABLE _ 108 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - SPEC 4 COLOR BY OWNER 3 FIXED UNITS ABOVE 2 OPER 109 A POZZI CC 2424 -3/ CG 3648 -2 - 12 1/2 x 12 1/2 - ENTRY 3 FIXED UNITS ABOVE 2 OPERABLE 110 B POZZI CC 3648 36 1/2 x 48 1/2 - 3' -4" x 1' -0" x 1 3/4" --- -- -- ---- -- 111 B POZZI GC 3648 36 1/2 x 48 1/2 - BATH_ 2 --- ---- - - ---- 112 A _ POZZI CC 1424_ -3/ CC 3648 -2 12 1/2 x 12 1/2 - THOMAS DO OR 3 FIXED UNITS ABOVE 2 OPERABLE 113 A POZZI CC 2424 -3/ CC 3 648 -2 72 1/2 x 12 1/2 - WC1 3 FIXED UNITS ABOVE 2 O PERABLE 114 A POZZI CC 2424 -3/ CC 3648 -2 12 1/2 x 12 1/2 - 572 3 FIXED UNITS ABOVE 2 OPERABLE 115 C POZZI CC 1824 -2 36 1/2 x 24 1/2 - WCI 2 FIXED UNITS ABOVE DOOR 116 C POZZI CC 1824 -2 36 1/2 x 241/2 - - 2 FIXED UNITS ABOVE DOOR - ALL DOOR JAMBS TO HAVE APPLIED STOPS. - STORE DOORS FLAT- - DO NOT DELIVER DOORS UNTIL HUMIDITY HAS BEEN STABILIZED WITHIN THE BUILDING. - ALL DOOR$ 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 d 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 TYPE B TYPE C 12 1/2" RO. 36 1/2" R.O. 36 1/2" R.O. O ❑ ❑ 0 V h � I i \ / I DOOR �C-BELOW I I I I I i DOOR TYPES SCHEDULE TYPE A r- 3' -0" TYPE B TYPE C INSULATION SCHEDULE FOUNDATION WALLS: 1. PROVIDE 2" RIGID INSULATION (R =10 + / -) FROM "iOP OF FOOTING TO TOP OF PLATE. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. EXTERIOR WALLS: Co" FIBERGLASS BATT, INSULATION. SOUND WALLS: L PROVIDE FIBERGLASS BATT INSULATION A5 5UFPLIED BY OWENS- CORNING, OR APPROVED ALTERNATE. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE V" SOUND BOARD ON EACH 51DE OF S7UD5 AT SOUND WALLS (UNDER WALL FINISH). FIRST FLOOR INSULATION: 1. PROVIDE RIGID INSULATION (R =10 + / -) UNDER SLAB ROOF INSULATION - TRUSSES: 1. 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 V15QUINE 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 15 TO BE TAKEN TO INSURE THAT NO PUNCTURES, RIPS OR CUTS ARE MADE TO THE VAPOR BARRIER AND BUILDING WRAP. ALL BEAMS AND PENETRATIONS ARE TO BE TAPED. 4. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. RADON MITIGATION (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 ROO FI NISH KEY DOOR SCHEDULE DOOR DOOR MANUFACTURER/ LOCATION DOOR SIZE HARDWARE EXTERIOR COMMENTS NUMBER TYPE NUMBER SOUTH (WxHxT) TYPE TRIM TYPE VEST.1 101 B POZZI VEST. 1 _ 3' -4" x1'-O" x 1 3/4" ENTRY FLOOR BASE FBI 102 B POZZI VE5T. 1 3' -4" x 1' -0" x 13/4" ENTRY - WCI 103 G TBD _ REAR ENTRY 3' -4" x 1' -0" x 13/4" ENTRY WTI _ 104 A THOMAS DOOR BATH 1 3' -0" x 1' -0" x 1 3/4" PRIVACY - FBI 105 A THOMAS DOOR MECH. 1 3' -0 x_1' -0" x 1 3/4" PRIVACY - BT2 106 B POZZI VEST. 2 3' -4" x 1' -0" x 13/4" ENTRY SPEC 4 COLOR BY OWNER - 101 B POZZI VEST. 2 V -4" x 1' -0" x 1 3/4" ENTRY - WC1 108 C TBD REAR ENTRY 3' -4" x 1' -0" x 1 3/4" ENTRY BTI CMl 109 A THOMAS DOOR BATH_ 2 3' -0" x 1' -0" x 1 3/4" PRIVAC - FF1 110 A THOMAS DO OR MECH. 2 3' -0" x 1' -0" x 1 3/4" PRIVACY - WC! WGI WC1 WCI FBI FF2 WC3 - DTI 572 CMl _ BATH 2 108 WCl WCI WCI WCI NOTES: - ALL EXTERIOR DOORS TO BE INSULATED AND WEATHER STRIPPED, INCLUDING SWEEP. WC3 - ALL EXTERIOR DOORS WITH GLA55 PANELS TO HAVE LOW 'E' INSULATED DOUBLE PANE GLAZING. DT! - ALL DOORS WITH GLASS PANELS TO HAVE TEMPERED GLASS. - - ALL DOORS TO BE PRE -HUNG. - ALL DOOR JAMBS TO HAVE APPLIED STOPS. - STORE DOORS FLAT- - DO NOT DELIVER DOORS UNTIL HUMIDITY HAS BEEN STABILIZED WITHIN THE BUILDING. - ALL DOOR$ 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: WINDOW TYPES SCHEDULE TYPE A TYPE B TYPE C 12 1/2" RO. 36 1/2" R.O. 36 1/2" R.O. O ❑ ❑ 0 V h � I i \ / I DOOR �C-BELOW I I I I I i DOOR TYPES SCHEDULE TYPE A r- 3' -0" TYPE B TYPE C INSULATION SCHEDULE FOUNDATION WALLS: 1. PROVIDE 2" RIGID INSULATION (R =10 + / -) FROM "iOP OF FOOTING TO TOP OF PLATE. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. EXTERIOR WALLS: Co" FIBERGLASS BATT, INSULATION. SOUND WALLS: L PROVIDE FIBERGLASS BATT INSULATION A5 5UFPLIED BY OWENS- CORNING, OR APPROVED ALTERNATE. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE V" SOUND BOARD ON EACH 51DE OF S7UD5 AT SOUND WALLS (UNDER WALL FINISH). FIRST FLOOR INSULATION: 1. PROVIDE RIGID INSULATION (R =10 + / -) UNDER SLAB ROOF INSULATION - TRUSSES: 1. 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 V15QUINE 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 15 TO BE TAKEN TO INSURE THAT NO PUNCTURES, RIPS OR CUTS ARE MADE TO THE VAPOR BARRIER AND BUILDING WRAP. ALL BEAMS AND PENETRATIONS ARE TO BE TAPED. 4. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. RADON MITIGATION (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 ROO FI NISH KEY TYPE CODE DESCRIPTION WALLS / CEILINGS WGi 5/8" TYPE 'X GYPSUM B OARD, TAPED JOINTS, LIGHT ORANGE FEEL TEXTURE, PAINTED. DOOR TRIM BASE TRIM WC2 SUSPENDED ?x2 ACOUSTI CEILING TILES SELECTED BY OWNER SOUTH WEST WC3 5/8" TYPE 'X GYPSUM B OARD, SMOOTH FIN, PAINTED. VEST.1 101 WC4 SUSPENDED ?x4 ACOUSTIC CEILING TILES SELECTED BY OWNER_ WC1 FBI FLOOR BASE FBI POURED CON CRETE SLA B, SMOOTH FINISH FOR STAIN. SCORED - SE STRUCTURAL. BTI CMl FLOOR FINISH FFl CONCRETE S 1•AIN- SELEC BY OWNER. WCI WC] FF2 VINYL TILES- SELECTED BY OWNE FFl WC4 WINDOW TRIM WTI STAIN GRADE WOOD TRI M- 1x4 JAMBS, 1x6 HEAD. - BATH 1 103 DOOR TRIM DTI STAIN GRADF WOOD TRI M- Ix4 JAMBS, 1x6 HEAD. WCl FBI FF2 BASE TRIM BTl 1x WOOD Tf� IM- STAIN G RADE. COLOR/ SPE DIES BY OWNER CMl MECH. 1 BT2 VINYL 5A5E- SELECTED BY OWNER WC1 WC1 CROWN MOLDING CMl STAIN GR ADE. WOOD CROWN MOULDING PROFILE, SPEC 4 COLOR BY OWNER - DTI INTERIOR ROOM FINISH SCHEDULE ROOM NAME ROOM NUMBER WALLS FLOORS CEILING FINISH WINDOW TRIM DOOR TRIM BASE TRIM CROWN MOLDING NORTH EAS' SOUTH WEST BASE FINISH VEST.1 101 WC1 WGI WC1 WC1 FBI FFI WC3 - DTI BTI CMl TENANT I 102 WCI WCI WC] WCI FBI FFl WC4 WTI DTI BTI - BATH 1 103 WCI WCI WCl WCl FBI FF2 WC3 - DTI 5T2 CMl MECH. 1 104 WC1 WC1 WC1 WCI FBI FF1 _ WC3 - DTI BT2 - VEST.2 105 WCI WCI WC1 WC1 FBI FR _ WC3 - DTI BTI CMl TENANT 2 106 WC1 WCI WC1 WCI FBI FF1 WC4 WTI DTI - BTI MECH. 2 101 WC! WGI WC1 WCI FBI FF2 WC3 - DTI 572 CMl _ BATH 2 108 WCl WCI WCI WCI FBI FFl WC3 1 DT! I 5T2 - HENRY'S FORK. PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO GL r— 3' -0" 3 1 11 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: SCHEDULES & NOTES REVISIONS I C I Drawn By: R B I Checked By: K.D. I Date: JANUARY 28, 2005 Scale: AS NOTED Project Number: DUBBE - MOM DER ARCHITECTS, P.C. AR-C.1 1ITECTUKE ■ I IISTOIUC f ILESMVATION ■ IN ITRJORS r P.O. BOX 9227 ■ 1160 ALPINE LANE - SU[TE 2A JACKSON I IOLE , WYOMING 83002 P.O. BOX 169 ■ 37 NOKTI 11 EAST ■ SUITE 1 DKIGGS , IDAI IO 83422 Sheet Number: A5,01 0461 r 01 3 1 11 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: SCHEDULES & NOTES REVISIONS I C I Drawn By: R B I Checked By: K.D. I Date: JANUARY 28, 2005 Scale: AS NOTED Project Number: DUBBE - MOM DER ARCHITECTS, P.C. AR-C.1 1ITECTUKE ■ I IISTOIUC f ILESMVATION ■ IN ITRJORS r P.O. BOX 9227 ■ 1160 ALPINE LANE - SU[TE 2A JACKSON I IOLE , WYOMING 83002 P.O. BOX 169 ■ 37 NOKTI 11 EAST ■ SUITE 1 DKIGGS , IDAI IO 83422 Sheet Number: A5,01 0461 COMPOSITION ROOF SHINGLES ON 30# FELT ON ROOF SHEATHING ON PRE - ENGINEERED ROOF TRUSSES (SEE 5TRUCTURAL) COMPOSITION ROOF SHINGLES ON 30 FELT ON ROOF SHEATHING ON PRE - ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) COMP051TION ROOF SHINGLES ON 30# FELT ON ROOF SHEATHING ON PRE - ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) INSTALL "ICE AND WATER 5HIELD" CONTINOUS FROM SAVE UP ROOF TO 36" MIN, INSIDE EXTERIOR WALL -f" ALL 4LL IX6 50FHT 2x6 EXTERIOR STUD WALL WITH BATT NSULATION 12 %J GWB 1x(o WOOD o� SLAB :TURAL ) )NCRETE ISH FOR 6 EE STRUC JCRETE SLAB, X14 FOR STAIN. !E STRUCTURAL MANUFACTURED STONE VENEER- T.O�. SLAB _ EXTEND MFG STONE VENEER 8" MIN. BELOW GRADE CONTINUOUS CONCRETE FOUNDATION WALL (SEE STRUCTURAL) 1'- 10 Ol GWB CEILING yp # -- SHEAR MATERIAL (SEE STRUCTURAL) POURED CONCRETE SLAB, SMOOTH FINISH FOR STAIN. SCORED- SEE STRUCTURAL 2" RIGID INSULATION :I ♦:1 M M ., INTERIOR 1 WALL SECTION A6. 1/2 " =1' -0" 12 l 6 VALLEY DETAIL A6.1 1/2" =1t -o" DEMISING 2 WALL SECTION AU 1/2' - - 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 TRU55ES (SEE STRUCTURAL) COMPOSITION ROOF 30# FELT ON ROOF 8 PRE - ENGINEERED R (SEE STRUCTURAL) 2x BLOCKING RAIN PROOF 1 INSECT SCREE EXTERIOR WALL SECTION 1/2" =1'-0" )TE, IF PREFABRICATED CUPOLA USED, SUBMIT DEFINITIVE CUT IEET5 OR SHOP DRAWINGS TO ZCHITECT AND 5TRUCT. ENGINEER )R REVIEW AND APPROVAL CUPOLA Sl�CTION DETAIL t I 859 S. YELLOWSTONE REXBURG, IDAHO A 0 ROOF RIDGE LINE BEYOND - LOUVERED VENTS 2X6 DOUBLE PLATE OVER 2X6 STUD WALL ON ROOF DECK g CUPOLA PLAN DETAIL A6. 1 /2" =1' -0" DUBBE MOULDER ARCHITECTS, P.C. AR-C.1 IITECTUP E • I IISTOKIC PRESERVATION ■ INTERIORS I P.O. BOX 9227 - 1160 ALPINE LANE - SUITE 2A JACKSON I TOLE, WYOMING 83002 P.O. BOX 169 ■ 37 NOlLT! ! ffRST EAST •SUITE 1 DKIGGS , IDAI 10 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 PROTECTOR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE-MOULDER ARCHITECTS, P.C. Sheet Title: WALL SECTIONS &DETAILS I REVISIONS I 1 2 3 4 5 6 Drawn By: R.B. Checked By: K.D. Date: Sheet Number: JANUARY 28, 2005 Scale: AS NOTED Project Number: 0461 s RIDGE DETAIL A6.1 1/2" 12 6' Qk 1 � e 0 ROOF RIDGE LINE BEYOND - LOUVERED VENTS 2X6 DOUBLE PLATE OVER 2X6 STUD WALL ON ROOF DECK g CUPOLA PLAN DETAIL A6. 1 /2" =1' -0" DUBBE MOULDER ARCHITECTS, P.C. AR-C.1 IITECTUP E • I IISTOKIC PRESERVATION ■ INTERIORS I P.O. BOX 9227 - 1160 ALPINE LANE - SUITE 2A JACKSON I TOLE, WYOMING 83002 P.O. BOX 169 ■ 37 NOlLT! ! ffRST EAST •SUITE 1 DKIGGS , IDAI 10 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 PROTECTOR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE-MOULDER ARCHITECTS, P.C. Sheet Title: WALL SECTIONS &DETAILS I REVISIONS I 1 2 3 4 5 6 Drawn By: R.B. Checked By: K.D. Date: Sheet Number: JANUARY 28, 2005 Scale: AS NOTED Project Number: 0461 s RIDGE DETAIL A6.1 1/2" 12 PAPER TOWEL D (48" AFF.) AND U ADA" COMPLIA L,�ATORY y MIRROR A VE ADA COMPLIANT TOILET ROOM PLAN DETAIL 1/2"=V-0 i (no -PAM TOWEL DISPENSER 1 1(4 " AFF.) AND WASTE RECEPTACLE DA GCM�-�IANT Z_ _LAVATOR (34" AFP (�) W1 MIRROR . 0 Oil A.4J TOWEL D' AFF.) A' DISPENSER 5 WASTE f TE _ ' �� ECEPTAC;LE D A -at-t - JANT IATOR�\- (34" Aj= _) W1 MIRROR (�O'. AF � MECH. 2 SOAP DISPENSED TOE Lr-__T 2 It AT 42" AFB_ ADA COMPL I,)NT GRAB BAR AT 34" AFF. _Pf5PEN5ER AT 26" AFF. F 51 Fo! TENANTS 1&2 ENTRY ELEVATION DETAIL 1 /2" = 1' -0" I ADA COMPLIANT TOILET ROOM PLAN DETAIL ING )NE CAP BED t SIDING /I BED MOULDING DETAIL 3 " =1 ' -0" TIMBER BRACE DETAIL 1 1- 6 11 3 ?1 =1 1 -0 #1 TED METAL ROOFING E-OFFIT MATERIAL TENANTS I&2 ENTRY SHED ROOF CANOPY DETAIL GENERAL 5TRUCTURAL NOTES 1, IN ALL CASES, "CONTRACTOR" SHALL REFER TO THE CONTRACTOR OR SUB - CONTRACTOR RESPONSIBLE FOR THE TRADE SPECIFICALLY REFERRED TO IN THE NOTES (Le, STEEL, CONCRETE, MASONRY). THE "CONTRACTOR" SHALL MEET ALL NOTE REQUIREMENTS AND SHALL INCLUDE THE COSTS ASSOCIATED WITH THESE REQUIREMENTS IN H15 /HER BID. THE GENERAL CONTRACTOR, OR CONSTRUCTION MANAGER, 1$ ULTIMATELY RESPONSIBLE FOR COMPLIANCE WITH ALL NOTE REQUIREMENTS. GENERAL CONCRETE NOTES: I. SEE GENERAL STRUCTURAL NOTE5 FOR ADDITIONAL REQUIREMENTS. 2. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2003 IBC, ACI 318 -02, AND LOCAL ORDINANCES. 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PLACING CONCRETE. 21, SEE FOOTING SCHEDULE FOR FOOTING SIZES AND REINFORCING REQUIREMENTS. 28, FOOTINGS HAVE BEEN DESIGNED USING AN ALLOWABLE BEARING PRESSURE. A GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE ENGINEER TO VERIFY PRE55URES USED FOR DESIGN. SEE STRUCTURAL PLANS AND CA.CULATION$ FOR ACTUAL BEARING PRESSURE USED. DYNAMIC STRUCTURES 1887 NORTH 1120 WFST PROVO, UTAH 84604 PH: {got} 356.114o FAX: {801} 356 -000l 2. THE CONTRACTOR SHALL PERFORM H15 /HER TRADE AND DUTIES IN A MANNER CONFORMING TO THE PROCEDURES AND REQUIREMENTS AS STATED IN THE 20M INTERNATIONAL BUILDING CODE (IBC), AND/OR LATEST CODE ADOPTED BY THE LOCAL BUILDING OFFICIAL, AND ALL LOCAL ORDINANCES, 3. THE GENERAL CONTRACTOR, OR PROJECT MANAGER, SHALL COORDINATE THE WORK PERFORMED BY ALL TRADES, 4, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND /OR ARCHITECT OF ANY DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND /OR THE SPECIFICATIONS BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN ALL CASES, UNLESS OTHERWISE DIRECTED, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN AND BE PERFORMED, 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, 5LOPE5 AND ELEVATIONS, ETC_ AT THE JOB SITE AND SHALL COORDINATE THESE WITH THE ARCHITECT AND WITH ALL TRADES, CONSTRUCTION DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. 6, V16ITS TO THE JOB 511E BY REPRESENTATIVES OF THE ENGINEER DO NOT CONSTITUTE APPROVAL OF THE WORK PERFORMED BY THE CONTRACTOR OR HIS 5UBCONTRACTORSt THEY ARE MERELY FOR THE PURPOSE OF OBSERVATION, 1. SHOP DRAWINGS FOR ANY FABRICATED COMPONENTS OR COMPONENTS DE5IGNED-5Y- MANUFACTURER SHALL BE APPROVED BY THE ENGINEER AND ARCHITECT PRIOR TO FABRICATION AND ERECTION, SHOP DRAWINGS SHALL BE STAMPED BY A PROFE5510NAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT, 8. THE CONTRACTOR SHALL VERIFY SIZE$, LOCATIONS, LOAD5, AND EQUIPMENT ANCHORAGE IN THE FIELD WITH THE EQUIPMENT MANUFACTURER (OR SUPPLIER) PRIOR TO FABRICATION OR INSTALLATION OF SUPPORTING STRUCTURES. 9. TEMPORARY SHORING (BRACING) SHALL BE PROVIDED WHERE NECESSARY, SHORING SHALL SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED fte. WIND). SHORING SHALL REMAIN IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY OR UNTIL ALL THE STRUCTURAL ELEMENTS ARE COMPLETED. ALL SHORING 15 THE RE5PON51BILITY OF THE CONTRACTOR 10. DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND OWNER SHALL KEEP LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN LOADS FOR THE OCCUPANCY. SEE STRUCTURAL PLANS AND CALCULATIONS FOR STRUCTURAL DE616N LOADINGS AND CRITERIA. 11. ANY SPECIAL INSPECTION REQUIRED BY THE CONSTRUCTION DOCUMENTS, OR BY THE BUILDING OFFICIAL, OR BY THE IBC, 15 THE RESPONSIBILITY OF THE CONTRACTOR 12. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE JOB SITE, 13, SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTES AND REQUIREMENTS. 14, PRIOR APPROVAL, IN WRITING, FROM THE ENGINEER 15 REQUIRED FOR ANY DEVIATION FROM THE STRUCTURAL PLANS AND /OR CONSTRUCTION DOCUMENT$, OPTIONAL MEMBER SIZES AND VARIATIONS IN THE FRAMING REQUIRE PRIOR APPROVAL OF THE ENGINEER, ARCHITECT AND OWNER FAILURE TO FOLLOW PLANS AND CONSTRUCTION DOCUMENTS CONSTITUTES CHANGE IN PROJECT SCOPE, 15. THE ENGINEER RESERVES THE RIGHT TO REQUEST REPLACEMENT OF ANY PORTION OF THE STRUCTURE DEVIATING FROM THE PLANS WHERE WRITTEN PRIOR APPROVAL HAS NOT BEEN OBTAINED AND WHERE INSPECTION BY THE ENGINEER PRIOR TO CONSTRUCTION OF THE CHANGED PORTION HAS NOT HAPPENED, 16. ALL SITE WORK, GRADING, COMPACTION AND BACKFILL, ETC, SHALL BE DONE IN COMPLIANCE WITH A GEOTECHNICAL REPORT SPECIFIC TO THE SITE. IT 15 THE GENERAL CONTRACTORS RESPONSIBILITY TO OBTAIN A GEOTECHNICAL REPORT, IF ONE HAS NOT ALREADY BEEN OBTAINED, AND SUBMIT A COPY TO THE ENGINEER FOR VERIFICATION. 4. CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES, BLOCK OUTS, ETC.- AS REQUIRED. 5. CONTRACTOR SHALL BE RE5PON515LE; FOR PROPER PLACEMENT OF ALL ANCHOR BOLTS, SEISMIC ANCHORS OR STRAPS ETC INSTALL PER MANUFACTURER'S SPECIFICATIONS. 6. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL FORM WORK, POUR 5TOP5, ETC, REQUIRED TO CONSTRUCT ALL CONCRETE I ORK. SUCH FORM WORK IS NOT NECESSARILY SHOWN ON THE STRUCTURAL PLANS OR DETAILS. THE CONTRACTOR SHALL SPECIFY ALL FORM WORK AND SHALL INCLUDE THE CO5T FOR SUCH IN HIS/HER ORIGIN/L BID, 1. CONTRACTOR SHALL PROVIDE ALL SHORING AS REQUIRED, 8. FOOTINGS, FOUNDATION AND SLABS ON GRADE SHALL BE CONSTRUCTED ON PROPERLY COMPACTED NATURAL 501L, OR ON STRUCTURAL FILL, S. A GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE ENGINEER TO VERIFY ACTUAL 51TE CONDITIONS. 10. SEE FOUNDATION PLAN FOR ADDITIONAL NOTES AND REQUIREMENTS. II. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF -3,&VE IN 28 DAYS. FLAT SLABS, FOUNDATION WALLS, AND CONCRETE RETAINING WALLS OVER 44" HIGH, SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI, A COMPRESSIVE STRENGTH OF 25M1 HAS BEEN USED FOR CONCRETE DESIGN, 12, SEE PROJECT 6PECIFICATION5 FOR CONCRETE DESIGN REQUIREMENTS, 13, ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE STANDARD SPECIFICATIONS ASTM A615 GRADE 60. REINFORCING STEEL SHALL BE PROPERLY TIED INTO PLACE PRIOR TO PLACING CONCRETE, FIELD BENT DOW- MAY BE GRADE 40. 14, ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE ACI DETAILING MANUAL AND ACI STANDARDS (LATEST ADDITION). A M:' FOWATION WALLS 16. SEE FOUNDATION WALL SCHEDULE, OR FOUNDATION PLAN, FOR SPECIFICATION OF FOUNDATION WALL REINFORCEMENT. SEE RETAINING WALL SCHEDULE, OR FOUNDATION PLAN, FOR SPECIFICATION OF RETAINING WALL REINFORCEMENT. 11. FOUNDATION WALLS HAVE BEEN DE50ED U51W AN EQUIVALENT FLUID PRESSURE. A GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE ENGINEER TO VERIFY PRESSURES USED FOR DESIGN. SEE STRUCTURAL PLANS AND CALCULATIONS FOR ACTUAL FLUID PRE65URE USED. I$. BACKFILL ADJACENT TO FMIDATION WALLS OR IN LANDSCAPED AREAS SHALL BE PLACED IN L005E LIFTS A MAXIMUM OF EIGHT INCHES $ "). FILL SHALL HAVE A MOISTURE CONTENT WITHIN 2 % OF OPTIMUM AND SHALL BE COMPACTED TO AT LEAST W % MAXIMUM DENSITY (A5TM D 1551). HEAVY EQUIPMENT SHALL NOT BE USED TO BACKFILL WITHOUT PRIOR CONSENT OF THE ENGINEER 19, CONSTRUCTION JOINTS (COLD JOINTS) IN WALLS SHALL BE WATERPROOFED TO PREVENT LEAKS. 20. THE CONTRACTOR SHALL COORDINATE STEPS IN WALLS WITH THE ARCHITECT, AND SHALL VERIFY WITH THE ENGINEER 21. REINFORCE ALL $LAB$ ON GRRADE W/ "4 a 18" O.C. EACH WAY, OR WITH 4 x 4 - U.9xg,$ WIRE MESH. ALL REINFORCING SHAL�BE CHAI QED IN CENTER OF 5LAB. 5LA5$ ON GRADE 5HALL BE DOWELED TO FOUNDATION WALLS PER STRUCTURAL PLANS AND DETAILS, 22, RECESS FOUNDATION AND POUR $LAB$ THROUGH, TYPICAL AT ALL EXTERIOR DOORS AND STORE FRONT TYPE WINDOWS. SEE FOUNDATION DETAILS. 23, DEPRESS SLABS AS REQUIRED IN AREAS OF CERAMIC TILE, SPECIAL ENTRY MATS, HARDWOOD FLOORS, ETC. COORDINATE LOCATION AND DEPTH WITH THE ARCHITECT. 24. PROVIDE ISOLATION JOINTS AROUND COLUMNS /SPREAD FOOTING$, AND CONTROL JOINT$ AS REQUIRED, PARTICULARLY WHERE 5LAB°1 TRANSITION IN SIZE, 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 ADDITIONAL. EXPENSE TO THE: OWNER 26. REFER TO THE ARCHITECTURAL PLANS FOR SPECIFICATION OF ALL FLAT WORK 29, ALL EXTERIOR =00TING5 SHALL BEAR BELOW FR05T DEPTH, CONTRACTOR TO VERIFY, 30. THE CONTRACTOR SHALL COORDINATE STEPS IN FOOTINGS WITH THE ARCHITECT, AND SHALL VERIFY WITH THE ENGINEER S'tlRllC11E A Fall. 31. STRUCTURAL F ILL SHALL BE SPECIFIED AND APPROVED BY THE $OILS ENGINEER OF RECORD, BY WAY OF A GEOTECHNICAL REPORT, AS BEING APPROPRIATE FOR THE APPLICATION. STRUCTURAL FILL SHALL BE PROVIDED IN T-IE BUILDING PAD AND PAVEMENT AREAS, 32, STRUCTURAL FI1,L SHOULD BE PLACED IN L005E LIFTS A MAXIMUM OF EIGHT INCHES (8" ). FILL SHALL HAVE A MOISTURE CCNTENT WITHIN 2 % OF OPTIMUM AND SHALL BE COMPACTED TO AT LEAST 95 % MAXIMUM DENSITY (ASTM D 1551), 33, FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOILS OR 24" MINIMUM OF PROPERLY PLACED AND COMPACTED STRUCTURAL FILL. ALL STRUCTURAL FILL SHALL EXTEND 12" MIN. BEYOND EDGES OF FOOTINGS. SEE SITE PLAN FOR ADDITIONAL FILL REQUIRED TO RAISE THE BUILDING PAD TO REQUIRED ELEVATIONS. 34. SLABS ON GRADE SHALL BE SUPPORTED ON UNDISTURBED NATIVE 501LS OR 12" MINIMUM 0= PROPERLY PLACED AND COMPACTED STRUCTURAL FILL, SLABS ON GRADE SHALL BE ALSO CANSTRU ",TED OVER 4" FREE DRAINING BASE PLACED OVER THE STRUCTURAL FILL. DESIGN CRITERIA: SNOW LOAD = 35 P5F � SEISMIC DESKaN CATEGORY : D SEISMIC USE GROUP = 2 3 SECOND GUST WIND SPEED = 90 MPH EXP05URE : C ALLOWABLE 501E BEARING :1000 P5F (ASSUMED) 501E SIZE CLA55 = D DESIGN LOAD& ROOF LIVE LOAD = 35 PSF ROOF DEAD LOAD = 15 PBF DE51GN CODE: 2003 INTERNATIONAL BUILDING CODE (IBC) SOUTH FORK PLAZA REXBURGH, IDAHO MADISON COUNTY DUBBE - MOULDER ARCHITECTS , P.C. ARCHITECTURE ■ HISTORIC PRESERVATION CURNITURE 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 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 NOTE SHEET 1 REVISIONS 1 1 2 3 4 5 6 Drawn By NIN / JP Checked By: JDA Date: Sheet Number: JAN 19, 2004 Scale: AS SHOWN 50.1 Project Number: 042b7s0.1 GENERAL WOOL) TF4155 NOTE& GENERAL WOOL? FRAMING NOTES 11 26. SEE GENERAL CONC NOTES FOR SPECIFICATION OF ANCHOR BOLTS, ETC, IN NO CASE SHALL THE MUD jn DYNAMIC STRUCTURES 1, SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. I. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. SILL BE NOTCHED FOR THE INSTALLATION OF PLATE WASHER$, OR FOR ANY OTHER REASON 1887 NORTH 1120 WEST PROVO, U`TAH84604 2. THE TRUSSES SHALL ALSO BE DESIGNED PER THE 2000 INTERNATIONAL BUILDING CODE, AT LOCAL 2. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE 2003 IBC, NOS, AND LOCAL ORDINANCES. PH: (801) 356 - 1 1 4o FAX: (801) -000l ORDINANCES. THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF 21, ALL STRUCTUR 4 MEMBERS SHALL HAVE 13/4" MINIMUM BEARING. THE PRE- ENGINEERED TRUSSES, PER THE DESIGN CRITERIA ABOVE. DESIGN MUST TAKE INTO ACCOUNT DMW04&UtW UNBALANCED SNOW LOADS, SNOW DRIFTING, INCREASED $NOW LOADS ON EAVES AND IN VALLEYS, IMPACT 28, FOR ADDITION4 NAILING PATTERN, SEE SCHEDULES IN THE INTERNATIONAL BUILDING CODE (16C). LOADS FROM FALLING SNOUT AND ICE, ETC, 3. DIMENSIONAL LUMBER USED AS STRUCTURAL FRAMING (i.e. JOISTS, RAFTERS, HEADERS) SHALL BE DOUGLAS FIR -LARCH NO.2 OR EQUAL. FABWAIED FW14S 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. DIMEN5IONAL LUMBER USED FOR STUD WALLS SHALL BE STUD GRADE UNLESS NOTED OTHERWISE. STUDS 29, FABRICATED (FIRE- 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. TRU55 MANUFACTURER SHALL DESIGN TRUSSES TO FABRICATION AND INSTALLATION. SHALL ALTERNATE TOP AND ECTTOM. IN NO CASE SHALL 2 X 4" BEARING WALLS SUPPORT MORE THAN TWO FOR ALL LOAD 3 PER INTERNATIONAL BUILDING CODE, INCLUDING UNBALANCED $NOW 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 TRU55 ALL REQUIRED TRUSS BRACING, BLOCKING, TRU56 TO TRUSS AND TRUSS TO BEAM CONNECTIONS, ETC. SEE MANUFACTURER 5. ROUGH CUT TIMBER USED AS STRUCTURAL FRAMING SHALL BE AS SPECIFIED IN THE CONSTRUCTION GENERAL TRU56 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, Somme Utm TO FABRICATION AND INSTALLATION. 6, ALL MEMBERS SHALL BE DESIGNED FOR COMBINED $TRESSES, BASED ON THE WORST LOADING CONDITION, 6. GLU- LAMINATED BEAMS FOR SIMPLE SPANS SHALL BE 24F -V4 DF/DF. GLU- LAMINATED BEAMS FOR CONTINUOUS SPANS AND CANTILEVERS SHALL BE 24F -V6 DF /DF. DO NOT INSTALL GLU- LAMINATED 5EAM5 1, BOTTOM CHORD$ 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 MD 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. 9, PROVIDE 1 /5" CAMBER FOR EACH 6 FEET OF TRUSS UNLESS OTHERWISE INDICATED. 8. I JOISTS SHALL BE TJI OR EQUIVALENT, AND SMALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS, TRW WACM AEA BLOCM 9. 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 MEMBERS 6' - 0 " APPLICATIONS. LONG (OR LONGER), AS WELL A5 BRACING REQUIRED FOR TRUSS ERECTION, AND ANY OTHER BRACING. 10. USE REDWOOD OR PRESSURE TREATED LUMBER FOR ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY 11, THE TRUSS MANUFACTURER SHALL SPECIFY ALL REQUIRED TRUS5 BLOCKING, TRUSS BLOCKING SHALL BE IN CONTACT WITH EARTH (i.e. MUD SILL). IN SOME SITUATIONS, 26 GAUGE GALVANIZED SHEET METAL MAY BE DESIGNED FOR LATERAL LOADINGS. PROVIDED AS AN APPROVED MOISTURE BARRIER. SEE ENGINEER FOR APPROVAL OF THIS OPTION. FABRICATION AO 16TALLATION BLOCKING, BRIDC", ME " . L*fOUS 12. FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICBO, THI5 SPECIFICATION SHALL GOVERN WHEN IT 11. DIMENSIONAL JOISTS AND RAFTERS SHALL HAVE FULL - HEIGHT 50LID BLOCKING AT THEIR BEARING POINTS. EXCEEDS ICBO REQUIREMENTS. EACH RAFTER AND /OR ROOF 'RUSS SHALL BE ANCHORED WITH SIMPSON HI ANCHORS AT EACH END. 13, ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION. 12. I- JOISTS AND RAFTERS SHALL HAVE FULL - HEIGHT 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 SHOP DRAWINGS REVIEWED AND APPROVED BY THE ENGINEER AND ARCHITECT, BE ANCHORED WITH A SIMPSON H3 CLIP 15, FABRICATE TRUSSES IN JIG$ WITH MEMBERS ACCURATELY CUT TO PROVIDE GOOD BEARING AT JOINTS. 13. STANDARD PENETRATIONS THROUGH STRUCTURAL MEMBERS FOR MECHANICAL, PLUMBING, ELECTRICAL 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 FABRICATION IS LESS THAN 1 /16 ", EXCEPT THAT TRUSS COMPRESSION CHORD JOINTS AT SPLICES AND RIDGES ONE -THIRD OF THE SPAN. LAFr3ER THAN STANDARD PENETRATIONS ARE NOT PERMITTED WITHOUT PRIOR SMALL HAVE FULL CONTACT BETWEEN MEMBERS. APPROVAL. 16. TRU55 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 INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI REGULATIONS AND COPIES OF INSPECTIONS STRUCTURAL PLANS IS NOT PERMITTED WITHOUT PRIOR APPROVAL. MADE AVAILABLE TO OWNER UPON REQUEST, OI.tM� Ate gTlfi� S PER THE TRUSS 11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE TRUSSES SOUTH MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. NO WEB OR CHORD MEMBERS SHALL BE 15, ALL COLUMNS SHALL EXTEND DOWN THROUGH THE STRUCTURE TO THE FOUNDATION. COLUMNS SHALL BE q FORK PLAZA MODIFIED IN THE FIELD. BRACED AT EACH FLOOR LEVEL. COLUMNS SHALL BE AS WIDE AND DEEP AS THE MEMBER THEY SUPPORT IN ORDER TO PROVIDE FULL BEARING. METAL. GIST PLATS 16, STAND ALONE POSTS SHALL ESE DOUGLAS FIR - LARCH NO, I OR EQUAL, I$. GUSSET PLATES SHALL BE SPECIFIED FOR GREATER OF EITHER THE MEMBER FORCES SHOWN ON DRAWINGS REXBURGH, IDAHO OR THE MEMBER FORCES DERIVED FROM STRUCTURAL ANALYSIS. PLUS OR MINUS 6%, 11. ALL EXTERIOR WALL$ SHALL 13E 2 x 6 AT 16" O.C. MADISON COUNTY DUBBE - MOULDER ARCHITECTS , P.C. 19. NO PANEL POINT SHALL HAVE MORE THAN ONE PLATE PER TRU55 SIDE, FLOOR ROOF AND OU SIE4T>1•IMS ARCHITECTURE HISTORIC PRESERVATION ;FURNITURE 20. PLATES SHALL HAVE MINIMUM BITE OF 2112" ON MEMBERS, MEASURE BITE ALONG CENTER LINE OF WEBS AND I$. ALL ROOF SHEATHING SHALL 13E 1116" APA EXP.1 RATED SHEATHING OR EQUAL WITH Sd COMMON NAILS AT PERPENDICULAR TO CHORD AXES. ORIENT PLATE AXIS PARALLEL WITH TRUSS CHORD AXIS EXCEPT WHERE 6" O.C. PERIMETER, 6" O.C. PANEL EDGES AND AT 12" O.G. IN THE FIELD. PROVIDE 2 X SHAPED BLOCKING AT j 14 , CHORDS CHANGE PITCH AT JOINT. RIDGES LNLE56 A CONTINUOUS MEMBER EXISTS. PANEL EDGES ARE UNBLOCKED UNLESS NOTED OTHERWISE ON THE STRUCTURAL PLANS. 21. PLATE SIZES: MINIMUM WIDTH OF PLATES SHALL BE 3 ", FOR TRUSSES OTHER THAN 5CI65M TRUSSES DESIGN P.O. BOX JACKSON • ON HOOLL ALPINE LANE ■SUITE 2A E ,WYOMING 83002 PLATES, NAIL AND STEEL SECTION, FOR 135 % OF MEMBER FORCES. FOR SCISSOR TRUSSES, DESIGN PLATES, 19. ALL EXTERIOR WALL$ SHALL 13E SHEATHED WITH 1116" APA EXP. I RATED SHEATHING OR EQUAL WITH Sd NAIL AND STEEL SECTION, FOR 160 % OF MEMBER FORCES. NO INCREASE IN PLATE VALUES WILL BE COMMON NAILS AT 6" O.C. EDGES AND AT 12" O.C. 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 ; ')HEAR WALL SCHEDULE, DRIGGS IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS 22. PRESS PLATES INTO MEMBERS TO OBTAIN FULL PENETRATION WITHOUT CRUSHING OUT $UI;A OF WOOD 1p�►' �� try� STR�IGTtim CON � CTIONS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL PLATE EMBEDMENT IS ACCEPTABLE IF OPENING BETWEEN PLATE AND WOOD SUI ;ACE 15 LESS THAN 1/32 ". SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY 20, THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROVIDE ADEQUATE STRUCTURAL CONNECTIONS PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE- MOULDER ARCHITECTS, P.C. 23. LUMBER DEFECTS AND PLATE MISPLACEMENT, IN COMBINATION, SHALL NOT REDUCE PLATE AREA OR CONNECTIONS MUST CARRY TkE BEARING CAPACITY OF THE MEMBER AND ANY UPLIFT OR SEISMIC FORCES NUMBER OF AFFECTIVE TEETH, PRONGS, OR NAIL$ BY MORE THAN 10%. GENERATED IN THE MEMBER. SPECIAL CONSIDERATION SHALL BE GIVEN TO PREVENT CRUSHING OF THE Sheet Tine: MEMBER AT BEARING, SPLITTING AND /OR CRACKING OF THE WOOD, AND THE LIKE. 24. p0 NOT APPLY METAL GUSSET PLATES AFTER SHOP FABRICATION GENERAL NOTE SHEET 21. THE CONTRACTOR SHALL STRICTLY ADHERE TO THE CONNECTION DETAILS SPECIFIED ON THE FLANS OR INCLUDED WITH THE CONSTRUCTION DOCUMENTS. PRIOR APPROVAL IS REQUIRED FOR ANY DEVIATION FROM DIM L FOR W= ROM TRIB6M THE CONSTRUCTION DOCUMENTS. REVISIONS TOP CHORD LIVE LOAD = 35 PSF 22. SUBSTITUTION OF CONNECTION6 OTHER THAN THOSE SPECIFIED ON THE PLANS REQUIRES PRIOR APPROVAL. I TOP CHORD DEAD LOAD = 10 PSF THE ENGINEER 1$ NOT RESPONSIBLE FOR CONNECTION$ NOT APPROVED PRIOR TO CONSTRUCTION OR 2 BOT CHORD LIVE LOAD 0 PSF INSTALLATION. 3 BOT CHORD DEAD LOAD = 5 P5F 4 23, IF CONNECTION DETAILS, APPROVED BY THE ENGINEER, HAVE NOT BEEN PROVIDED IN THE CONSTRUCTION TOTAL DESIGN LOAD = 50 P$F DOCUMENTS, IT 15 THE CONTWCTOR'5 RESPONSIBILITY TO SPECIFY AND PROVIDE ALL STRUCTURAL 5 CONNECTIONS. IF OTHER THAN STANDARD CONNECTIONS ARE REQUIRED, SEE ENGINEER FOR ADDITIONAL 6 DOW10N A FOR WOOD ROOF M90- ASSISTANCE. Drawn By: N4N j J P Checked By: JDA TOTAL LOAD DEFLECTION = L/240 24, USE SIMPSON CONNECTIONS OR EQUIVALENT, INSTALL PER MANUFACTURER'$ SPECIFICATIONS. Date: Sheet Number: JAN 1% 2004 25. SHOP 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 SO*2 Project Number: 04267s0.1 DYNAMIC STRUCTURES 1887 NORTH 1120 WEST PROVO, UTAH 84604 PH: (8o1) 356-114o FAX: (801) 356 - 000l _-- ----- -- __ - -- -J I I I ----------------- J /4' coNCRETE sae ON G� 7 f 51.2 SOUTH FORK PLAZA REXBURGH, IDAHO MADISON COUNTY I �---- - - - - -- I I L------------ --------- - - - --J ----------- - - - - -J 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 1 DRIGGS, IDAHO 83422 FOOTING � SCALE : 1/4" : 1' -0" 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: FOOTING AND FOUNDATION PLAN FOUNDATION WAIL 5CHE"DULE I THICKNESS HEIGHT VERTICAI. REINFORGIPKs NORIZONiAI. REINFORCING /4' coNCRETE sae ON G� 7 f 51.2 SOUTH FORK PLAZA REXBURGH, IDAHO MADISON COUNTY I �---- - - - - -- I I L------------ --------- - - - --J ----------- - - - - -J 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 1 DRIGGS, IDAHO 83422 FOOTING � SCALE : 1/4" : 1' -0" 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: FOOTING AND FOUNDATION PLAN FOUNDATION WAIL 5CHE"DULE MAfdC THICKNESS HEIGHT VERTICAI. REINFORGIPKs NORIZONiAI. REINFORCING REMARKS MBAR SIZE SPACING MBAR SIZE SPACING WI 8" 4' MAX �4 IS" O.G. �4 IS" O.C. ` PLACE (2) 0 4 HORIZ21PAL BARS 0 THE TOP I BOTTOM OF WALL CONTINUOUS, TYPIC RECESS TOP OF WALL 0 OPENIN 4 POUR SLAB THROUGH, SEE DETAILS MINIMUM COMPRE651VE STRENGTH Vc : SEE CONCRETE NOTES ON SO] REINFORCING STEEL : SEE CONCRETE NOTES ON 80.1 ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 2000 P5F (CONTRACTOR SHALL FIELD VERIFY) MINIMUM COMPRESSIVE CONCRETE STRENGTH F'c : 3000 P5I ALL REINFORCING STEEL SHALL BE GRADE 60 AND BE PROPERLY TIED INTO PLACE PRIOR TO POUR ALL CONCRETE (.YORK MUST MEET THE REQUIREMENTS OF THE 2003 IBC, ACI 316 AND LOCAL ORDINANCES SEE BHEARWALL PLAN FOR HOLDOWN AND ANCHOR BOLT 51ZE 6 5PAC NG NOTES 2. PROVIDE CONTROL JOINTS AS PER DETAIL 3/ 512 I REVISIONS I 0 0 I Drawn By: N 4N / Jp I C hecked By: JDA I Date: Scale: JAN 19, 2004 AS SHOWN Project Number: Sheet Number: S1,61 04267sl.1 .. - >.. ..... ».> .......d ...>..»> ......... ..,,N.. .... » >. ..s..» ..... » >. ....>... .... >.» ....... >. P ......»> ..... »- ..... >.,. ... » >. .,,...>... ..... ».> ....>. >. .,..... >;. ..... >.n ,d ....f..> ..... » >. ....>..> -, .... » >. .....»> .S ..... ».> ......... ..n.., .... » >. .N...mr. .. » >. ..»r> ...... ..... >.........> .ht.......P - >.... ».. .... »m f ...n;» ...m» .... ».. .... »» .... » >n Y Y .... »» .... » >n ........> .... >m> ..... >5.., f ... » »> ...... >n, .. .. »» ...m >n Y .. »S ...... .. ... >.n .... » ................ .. ........> - -. ...f. ,... ....< <..<.<......< «.. «..<. k I G IDIAF~ We SEE FRM qM E) affA WALL EVA NALMS SO J DYNAMIC STRU `FURE iWN0RnItmWWMWUrM846o4 2 X 6 SnO AT " X PH: (8t) &*U40 PA (Bex) l CaNC. 6,.48 ON GRADE SILL PLAIE I ANCI 4R 5OLT$ O N '. NOTE$ SE SEARLIALL PLAN ILA OUT M 1MLL i F OR CM. SLAB � SEE F011DATION KA I h FaI ATION PLAN ME £ WNSTRXTION DETAIL w S CALE I j WALL BEYOND I ;s I i I i ti CM ON CAE, 1 Sm Cftlw V!'Eg 1 FLAWW BY OTIff i TNICIGEI+i x..118 TO 6 AT OM14 Fm TWM4 SOU TH M S FORK PLAZA 4 4 t C a i 3 CavER REXBURGH, IDAHO CITE FOOTNG, SEE MADISON COUNTY FOI ATION PLAN DUBBE M OULDER ARCHITECTS, P.C. 2 CON STRVIN DETAIL ARCHITECTURE• HISTORIC PRESERVATION +URNITURE NO SCALE P.O. BOX 9227 • 1160 ALPINE LANE • SUITE 2A Nk JACKSON HOLE, WYOMING 83002 P.O. BOX 169 i 37 NORTH FIRST FAST i SUITE 1 TNICM $A AT JOW DRIGGS, ID�4W 8 3 4 22 4WNMSM & USE QF D0CUN :ITS Ft? A1I0 NC 'Ev AND W I Y DETAILS f�FfC�II�C� DItAWLNCiS & 3FBOLfi3CA1'I,�}tadl4, �# INSTRUMENTS OF PROFESSIONAL SERVICE ARE AID SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NO"T TO WE USM IN WHOLE OR IN PART FOR ANY PROJECT OR ?U"MES WHATSOEVER, WI'T'HOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE -MOULDER ARCHITECTS, P.C. Sheet This: y u t F OOTING AND FOUNDATION DATI.. /N DETAI 11 4ip COr Tf PION REVISION SEE FOWATIO!I NOM$ AND TOOLED OR W C$f �f¢ DEFN DETAILS FOR FIMM OF SLAB, II IT T BE MADE WITRIN 12 F . OF FOX 2 3 i • a 5 ` .5 ♦���«T a. MAX Jo �. ;t -' ;, ' ��,��..- II 4Y Orawu BY: MN / 7P JDA Date: She Number: j � \ \/� % / /%\ j % \ /`` 1# ME ECIFICATM FOR ,� /,\ /.\ /.� 4 Aft B OAM4DE TREATI`IE IT CONTR)L. JOINT JAN l9, 2004 Scale: AS SHOWN 'IC„ll`LL a3 Project Number: ROOF FRAMING PLAN SCALE ROOF FRAMING MOTES 1. FRAME ROOF wl 1TZ ENGINEERED TRUSS . COMPONENTS KE55 NOTED OTHERWISE 2, SEE FRAMING N0 1E5 FOR ROOF SHEATHING REQUIREMENTS 3. ALL WEADER5 TO BE (2) 2 x 10 DF2, UN.O. 4. OYERBUII.D 5HAI >ED AREAS wl 26 RAFTERS 0 24" O.C. (MAX. 'vPAN - 8' - 0" 5. SUPPORT OYEREUILD TO TRUSSES BETUEEN wl 2 x 4 AT 16" C.G. PONY WALL$ Lc� I 1-1- 15 If 1 1� DYNAMIC STRUCTURES 1887 NORTH n2o WEST PROVO, UTAH 84604 PH: (8o1) 356.1140 FAX: (8o1) 356•000l SOUTH FORK PLAZA REXBURGH, IDAHO MADISON COUNTY DUBBE - MOULDER ARCHITECTS , P.C. ARCHITECTURE ■ HISTORIC PRESERVATION +URNITURE 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 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: F ROOF PLA I REVISIONS I U Drawn By: N4N / Jp I Checked By: JDA Date: Scale: Sheet Number: JAN 19, 2004 AS SHOWN Project Number: 04267s2.1 52.1 i i I E I SHEAR WALL 5CHEOULE MARK SHEATHING EDGE NAILING FIELD NAILING ANCHOR BOLTS (A 1116" EXP, I OR EQUAL Sd AT 6 O.C. Sd AT 12" O.C. 1 1/2" DIA. x 10" AT 32" O.C. NOT I. SEE GENERAL NOTES. (SHEET 50.1) 2. PLYWOOD AND ORIENTED STRAND BOARD ARE ACCEPTED AS EQUALS. 3. ALL PANED. EDGES AT SHEAR WALLS SHALL BE BACKED WITH 2" NOMINAL FRAMING, EXCEPT WHERE 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 16 INDICATED. 4, ALL ANCHOR BOLTS TO HAVE A 2 "x2"6/16" PLATE WASHER (SEE SEE SCHEDULE ABOVE FOR SPACING) �, 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, 5WEARWALL PLAN HOEDOWN SCHEDULE MARK HOLDOUM MM STUDS REMARKS 51MP50N � HPAHD22 �U 2 x b rvv i = 1. ALL ANCHORS ARE 6IMP5ON STRONG -TIE. (OR EQUAL) 2. INSTALLATION OF ALL HOLDOWN ANCHORS AND STRAPS SHALL BE PER MANUFACTURES RECOMMENDATION6 AND SPECIFICATIONS. 3, PROVIDE EDGE NAILING ALONG STUDS CONNECTED TO HOLDOWN 4NCHOR5 AND STRAPS. - .. A - DIAPHRAGM EDGE NAILING. PRE - ENGINEERED ® 16d NAILS AT 6" O.C. STAGGERED SEE FRAMING NOTES ROOF TRU55E5 -SWEAR WALL EDGE NAILING. ' ` J iI 2 x 4 O —? •� - - -- SEE SWEAR WALL PLAN, ROOF 5WEATHING IT DYNAMIC STRUCTURES A 24" O.C. OVER BUILD RAFTER5 SEE FRA LAN 1887 NORTH 1120 WEST PROVO, UTAH 84604 SEE FRAMING PLANS PH: (801) 356 FAX: (8oi)356•000r • 2 x _ OVERBUILD RAFTERS, SEE __ -_ .. FRAMING PLAN �2 x 10 OR SIMILAR NAILERS, NAIL 4 TRU55 OR SOLID BLOCKi r SEE 2/54.1 j -- ' - - ' - ' - - - - W/ (3)16d NAILS MIN EA. TR 65 ROOF SHEATHING CONT. 51 N HI CUP EACH RAFTER WALL SHEATHING TO 2 x 4 STUDS a 16" O.C. ON W I EACH TRUSS MATCH R -PANEL SIMPSON HURRICANE ANC � --' � J015T5 OR TRUSSES EVERY MEMBER OF OVER SEE FRAMING PLAN BUILD FASCIA # SOFFIT 2 x 6 $11UD$ AT 16" O.C. AS PER ARCHITECT PRE-ENGINEERED ROOF TRUSSES SEE FRAMING PLANS NOTE: SHEATH MAIN ROOF PRIOR TO OVER BUILDING, TYPICAL WALL SHEATHING \ 5EE 5WEARWALL SCHEDULE SEE 1/ 54.1 Ile CON5TmuCTION DETAIL. 4 CO NFIRUCTION DETAIL. CONSTRO DETAIL 54.1 NO SCALE 54.1 NO SC _ V.INO SCALE To --DIAPHRAGM EDGE NAILING. SEE FRAMING NOTES ,_ SWEAR WALL EDGE NAILING. O SIMPSON TWIST STRAP SEE SWEAR WALL PLAN. EVERY CORNER OF , FULL WEIGHT TRUSS BLOCKING (FIT SNUG UNDER 1 CUPOLA (5) TOTAL ' . 2 X 4 OUTLOOKERS 0 24 ,1 PLYWOOD ROOF SHEATHING), MAY LEAVE OUT CUPOLA FRAMING O.C. W/ 51MPSON A34 EVERY THIRD BLOCK FOR VENTILATION BAFFLES ROOF 6HEATWING W/ EDGE SEE PLANS EACH MEMBER NAILIN(i INTO BLOCKING ROOF SHEATHING SEE PRE - ENGINEERED t SEE ARCWITECTUAL FRAMING NOTES ON $0.1 ROOF TRUSSES FOR FASCIA AND SOFFIT �SIMPSON LTT19 TENSION %' TIE EVERY CORNER OF CUPOLA (4) TOTAL SPLICE SHEATHING MIN. OF ONE TRU55 AWAY FROM END TRU55 R R1.I5 SHEATH GABLE TRU55 W/ PRE•ENG ►NEERED 2) 51MP50N A34 CLIPS PER S OUTH FRAMING PLANS SAME 5WEATWING AND GABLE TRUSS NAILING A$ SHEAR WALL `' TRU55 CKING (VERTICAL) --, DOUBLE TOP PLATE FORK. PLAZA BELOW, 51111:6 WI NE � x 6 BLOCKING BETWEEN SIMPSON A34 CLIP 24" O.C. ANCHOR EACH TRUSS TRUSSES AT HOLDOWN LOCA REXBURGH, IDAHO MADISON COUNTY GONE � I GTIC�I�t �f t `u D I L C �j 0 �'��t s�G T �0� DETAIL 2 C,/���� ,C/���N DETAIL DUBBE - MOULDER ARCHITECTS , P.C. ARCHITECTURE z HISTORIC PRESERVATION +FURNITURE 54.1 NO SCALE 54.1 NO SCALE 34.1 NO SCALE P.O. BOX 9227 • 1160 ALPINE LANE a SUITE 2A OVERBUILD RAFTERS iMP5ON A34 CLIP EA. TRUSS JACKSON HOLE, WYOMING 83002 51:E FRAMING PLANS 2 X 10 BLOCKING P.O. BOX 169.37 NORTH FIRST EAST • SUITE 1 DRIGGS, IDAHO 83422 ROOF 5WEATWING, SEE ROOK: SHEATHING (SEE ROOT: FRAMING PLANS) OWNERSHIP & USE OF DOCUMENTS FRAMING NOTES DRAWINGS & SPECIFICATIONS, AS INS 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: I 2 --- T 24" O.C. PONY - PRE-ENGINEERED GIRDER -- -�' ROOF FRAMING DETAILS WALL WHERE SHOWN ON TRU55 51MP50N JOIST WANDER ROOF FRAMING PLAN CONT, ROOF SHEATHING REVISIONS PRE- ENGINEERED TRUSS CONSTRUCT PONYWALL 1 GIRDER TRUSS OVER TRU55 PANEL POINT 2 3 4 SIMPSON WANDER AS S PER TRUSS pE5IGNE SIMPSON Ht LAGER OR EQUIVALENT 6 } AS SPECIFIED BY TRU55 DESIGNER Drawn B MN / JP Checked By: JDA Date: Sheet Number: r r JAN 19, 2004 ROOF TRUSSES, Scale: SEE FRAMING AS SHOD 6 CO �� 5 , � UCTION DETAIL 3 CONSTRUCTION DETAIL. _ • Project Number: 54.1 NO 5CALE V.INO SCALE 04267s4.1 I- - - 7 N UTILITY LOCATION PLAN 1/8" = 1' - 0 " W SYMBOL LEGEND $ SINGLE POLE SWITCH, MOUNTED 48" AFF. TO 4 OF BOX. $ THREE WAY SWITCH, MOUNTED 48" AFF. TO 4 OF BOX. $ FOUR: WAY SWITCH, MOUNTED 48" AFF. TO 4 OF BOX. $ SINGLE POLE DIMMER SWITCH, MOUNTED 48" AFF. TO t OF BOX. $D3 THREE WAY DIMMER SWITCH, MOUNTED 48" AFF. TO 4 OF BOX. $ SINGLE POLE TIMER SWITCH, MOUNTED 48" AFF. TO 4 OF BOX. SINGLE POLE CEILING FAN SWITCH, MOUNTED 48" AFF. TO 4:. OF BOX. $ F FAN SWITCHES TO BE RHEOSTAT TO ALLOW ADJUSTABLE FAN SPEED. $ DOOR JAMB SWITCH, MOUNTED 6 DOOR JAMB. MS MOTION SENSOR SWITCH, MOUNTED ABOVE DOORWAY AND DIRECTED TO ACTIVATE WHEN DOOR OPENS. Q PHOTO VOLTAIC CELL SENSOR SWITCH, MOUNTED WHERE NOT AFFECTED BY EXTERIOR LIGHTS. El GARAGE DOOR OPENER SWITCH, MOUNTED 54" AFF. TO 4 OF BOX. I@ DUPLEX OUTLET, MOUNTED 12" AFF. TO 4 OF BOX. 4D DUPLE OUTLET, TOP HALF SWITCHED, MOUNTED 12" AFF. TO Ts OF BOX. 'RF1 DUPLEX OUTLET, GROUND FAULT CIRCUIT INTERRUPTER. I@ tUFI R DUPLEX OUTLET, WEATHERPROOF GROUND FAULT CIRCUIT INTERRUPTE DUPLEX OUTLET, RECESSED OUTLET FOR PAINTING LIGHT, MOUNTED 63" RPL A.F.F. TO 4 OF BOX. 0 FOUR- PLEX OUTLET, MOUNTED 12" A.F.F. TO 4 OF BOX. t@ 120/240 VOLT OUTLET, MOUNTED 36" AFF. TO -� OF BOX. ® FLOOR MOUNTED DUPLEX OUTLET. PROVIDE COVERS WHEN NOT BEING USED. SINGLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO (t BOX. DOUE3LE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO 4 BOX. TELEPHONE JACK, MOUNTED 12" AFF. TO 4 OF BOX. DEDICATED FACSIMILE JACK, MOUNTED 12" AFF. TO 4 OF BOX. COMPUTER NETWORK/MODEM JACK, MOUNTED 12" AFF. TO 4 OF BOX. THERMOSTAT, MOUNTED 60" AFF. TO 4 OF BOX, HUMIDI5TAT, MOUNTED 60" AFF. TO (; OF BOX, DOOR BELL BUTTON, MOUNTED 48" AFF. TO � OF BOX. INTERCOM CONTROL BOX, MOUNTED 60" AFF. TO 4 OF BOX. AUDIO SPEAKER, MOUNTED 12" A.F.F. TO 4. OF BOX. 2 TUBE FLUORESCENT DROP IN FIXTURE sa SMOKE DETECTOR, MOUNTED AS PER GOVERNING CODES. DOOR BELL CHIMES. MOUNTED AT 84" MIN. AFF. TO (P OF BOX. ® GARAGE DOOR OPENER, CEILING MOUNTED. nJ J -BOX ROUGH -IN ONLY, PROVIDE COVER PLATE. v CEILING MOUN '*ED TRACK LIGHT. Y DOWN LIGHT, CEILING MOUNTED. -(> DOWN LIGHT -G IRECTIONAL, CEILING MOUNTED. ® DOWN LIGHT / SOWN LIGHT - DIRECTIONAL, CEILING MOUNTED. �tV,, PENDANT LIG1 -T, CEILING MOUNTED. H{ }- WALL MOUNTEI> LIGHT. Ff] WALL MOUNTEI> PICTURE LIGHT. BASE MOUNTED LIGHT BOLLARD. ® EXHAUST FAN, CEILING MOUNTED. EXHAUST FAN, WALL MOUNTED. CEILING PADCU FAN. WALL MOUNTEI> VANITY LIGHT, MOUNTED 84" AFF_ TO 4 OF BOX. WALL MOUNTEI> VANITY LIGHT, VERTICAL. © 2 BULB FLUORESCENT. UNDER CABINET LIGHTING. VALANCE STIR P LIGHT_ ELECTRIC BA; , EBOARD HEATER L ELECTRIC TOE KICK HEATER ® GAS LINE INLET. g ELECTRIC POUTER METER LOCATION. GAS METER LOCATION. CIRCUIT BREA:ER PANEL BOARD. H+ FROST -FREE 1-05E BIB. I= EXIT SIGN NOTE: ALL MOUNTING ELEVATIONS ARE TYPICAL UNLESS NOTED OTHERWISE. SEE INTERIOR ELEVATIONS. S HENRY'S FORK PLAZA 859 S, YELLOWSTONE REXBURG, IDAHO GENERAL ELECTRICAL NOTES 1. UNLESS NOTED OTHERWISE, MOUNT ALL INTERIOR OUTLETS -s 12" AFF. TO 4 OF OUTLET, AND MOUNT SWITCHES 6 48" AFF. TO ¢ OF SWITCH. MOUNT ALL EXTERIOR OUTLETS 9 MIN. 24" ABOVE FIN15H GRADE. 2, CONTRACTOR TO VERIFY CABLE TELEVISION LOCATIONS WITH OWNER 3. CONTRACTOR TO VERIFY ALL PHONE LOCATIONS WITH OWNER CONTRACTOR 15 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 I_ CONTRACTOR TO ENSURE ALL POWER AND LIGHTING INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE ELECTRICAL CODE REQUIREMENTS, AS WELL AS THOSE PRESCRIBED BY THE CITY OF REXBURG BUILDING DEPARTMENT AND THE STATE OF IDAHO. 8. CONTRACTOR TO PROVIDE DESIGN OF ALL ELECTRICAL SERVICES AND CIRCUITING IN ACCORDANCE WITH APPLICABLE CODES. CONSULTATION WITH AN ELECTRICAL ENGINEER 15 ENCOURAGED. S. 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. 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 THOSE PRESCRIBED BY THE CITY OF REX13URG 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 16 ENCOURAGED. T CONTRACTOR TO PROVIDE ADEQUATE SIZING OF ALL ELECTRIC 5ASEBOARD5, 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 DRAINAGE TO AND FROM BUILDING ENVELOPE. 2. CONTRACTOR TO VERIFY ALL PLUMBING FIXTURE AND FITTING LOCATIONS WI "H 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 I'O ALL CURRENT AND APPLICABLE UNIFORM PLUMBING CODE REQUIREMENTS, �S 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 IS 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. II. IF REQUIRED, CONTRACTOR TO VERIFY DESIGN AND PLACEMENT OF FIRE SUPPRESION SPRINKLER SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES. D UBBE --1 V lOUt,DER As-cFit r--us , P.C. AR.CI IITECTUR.E • I IISTORIC PRESERVATION ■ INTERIOR -S P.O. BOX 9227 ■ 1160 ALPINE LANE • SUITE 2A JACKSON I TOLE, WYOMING 83002 P.O. BOX 169 ■ 37 NOR.TI I FIRST EAST • SUITE I DKIGGS , IDAI 10 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: UTILITY LOCATION PLAN REVISIONS J 2 3 4 5 6 Drawn By: N.O. Checked By: K.D Date: Sheet Number: JANUARY 28, 2005 Scale: AS NOTED U1.1 Project Number: 0461 N FAX 14 r- (D INT 0 THE REFLECTED CEILING PLAN AND UTILITY LAYOUT DEPICTED ON EACH HALF OF THE BUILDING PERTAIN TO BOTH HALVES, BUT ARE SHOWN THIS WAY FOR CLARITY.