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HomeMy WebLinkAboutPLANS - 21-00636 - Vue Advisors - RemodelProfessional Office Building Madison County Rexburg, Idaho GENERAL NOTES 1. THE GENERAL CONTRACTOR MUST OBTAIN ALL REQUIRED BUILDING PERMITS AND AGENCY APPROVALS. 2, THE GENERAL CONTRACTOR IS RE51PON51BLE 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 INCON515TENCIE6 BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS_ 4, THE GENERAL CONTRACTOR MUST VERIFY ALL EX15TING 51TE DIMENSIONS AND CONDITIONS. 5. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, MATERIALS, 5CHEDULE5, ETC. WITHIN THE SCOPE OF THE PROJECT, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 6. THE GENERAL CONTRACTOR MUST NOTIFY THE ARCHITECT IMMEDIATELY OF CONDITIONS WHICH REQUIRE DEVIATION FROM CONSTRUCTING THE WORK AS INDICATED 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, UNLESS OTHERWISE NOTED. 8. ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD A5 INDICATED. ALL COLUMNS ARE MEASURED FROM CENTERLINE_ CONTRACTOR TO BE AWARE OF ALL N.T.S. (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 WORK, THE GENERAL CONTRACTOR MUST CALL SPECIFIC ITEMS TO THE ATTENTION OF THE ARCHITECT IF HE W15HE6 TO OBTAIN THE ARCHITECT'S APPROVAL. 10. THE GENERAL CONTRACTOR MUST SUBMIT ALL PROPOSED SUBSTITUTIONS IN WRITING TO THE ARCHITECT FOR APPROVAL WITH SUFFICIENT INFORMATION, SAMPLES, AND DIFFERENCE IN COST FOR EVALUATION. IF A REVISION OR SUBSTITUTION 15 MADE TO IN ANY WAY ALTER THE WORK 50 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 PER50NAL INJURY, 11. THE GENERAL CONTRACTOR MUST PERFORM HIGH QUALITY PROFESSIONAL WORK. THE WORK OF EACH TRADE MUST MEET OR EXCEED ALL QUALITY 5TANDARD5 PUBLISHED BY THAT TRADE. 12. THE GENERAL CONTRACTOR MUST ARRANGE TO ACCOMMODATE "NOT IN CONTRACT" WORK AND MUST REQUEST INSTRUCTIONS FROM THE ARCHITECT BEFORE PROCEEDING_ F C r 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 FIN15HE5 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 15 PURCHASED OR SCHEDULE THE INSTALLATION SEQUENCE TO AVOID CONFLICTS. 18. THE GENERAL CONTRACTOR MUST COMPLY WITH THE RULES OF THE 5UBDIV1510N AND THE COUNTY AND THE DIRECTIONS OF THE OWNERS FOR CONSTRUCTION FACILITIES, USE OF PREMISES, ACCE55 TO THE PROJECT SITE, AND TR45P REMOVAL. 19. ALL MECHANICAL, ELECTRICAL AND CIVIL ENGINEERING SERVICES AND SYSTEMS WILL BE SPECIFIED AND INSTALLED BY THE RESPECTIVE TRADES. ALL 5Y5TEM5 SHALL BE DESIGNED IN ACCORDANCE WITH THE RESPECTIVE CODES. 20. EACH TRADE 15 RE51PONSIBLE FOR INSPECTION OF SERVICE AND TO ADVISE THE GENERAL CONTRACTOR, ARCHITECT, AND OUTER AS TO CURRENT CONDITION, POSSIBLE 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 FINISH ALL APPLIANCES ALL DOOR AND WINDOW HARDWARE AND FINISH 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 51TE THROUGHOUT THE COURSE OF THE PROJECT BY: - 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 STAGING ARE45 AND METHODS OF STORAGE, 4, GENERAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATION, TAPPING INTO, INSTALLATION AND VERIFYING LOCATION OF ALL NECE55ARY 51TE UTILITIES INCLUDING POWER, WATER, SANITARY, CABLE, PHONE, ETC. GENERAL CONTRACTOR TO COORDINATE ALL UTILITY FEES AND SERVICES WITH THE OWNER. 5_ ANY D15TURBED 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 501L CHARACTERISTICS. NO TWIGS, STICKS, OR OTHER NON -SOIL MATERIAL SHALL BE INCLUDED IN THE FINAL GRADE BEING PREPARED FOR FINAL LANDSCAPING. 6. ALL EXCE55 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 DETERMINED BY GENERAL CONTRACTOR AND SHALL INCORPORATE ALL EROSION CONTROL METHODS e TECHNIQUES AS PRESCRIBED BY MADISON COUNTY, ID. 1. ALL D15TURBED EXISTING GRADE TO BE REGRADED AND RE -SEEDED A5 PER LANDSCAPE ARCHITECT W/ REGARD TO DIMENSION, SCOPE, AND VARIETY OF VEGETATION TO BE INSTALLED. 1ca),-rni, CODE / ZONING ANALYSIS 1. APPLICABLE CODES / JURISDICTION- - 2003 INTERNATIONAL BUILDING CODE - REXBURG, IDAHO. MADISON COUNTY 2. LOT SIZE= SEE SITE PLAN ATTACHED SURVEYED BY 6CPIE65 AND ASSOCIATES. 1103 SOUTH 45TH WEST, IDAHO FALLS, IDAHO 83402 ZONING: SEE ATTACHED SITE PLAN 3. MINIMUM BUILDING SETBACKS - STREET SETBACK - REAR SETBACK - SIDE SETBACK 4. MAXIMUM BUILDING HEIGHTf 5, DESIGN CRITERIA UTILIZED- - 5EI5MIC ZONE - PSF SNOW LOAD - MPH WIND LOAD SEE 51TE PLAN ATTACHED 5EE SITE PLAN ATTACHED SEE SITE PLAN ATTACHED SEE SITE PLAN ATTACHED SEE STRUCTURAL DRAWINGS ATTACHED 5EE STRUCTURAL DRAWINGS ATTACHED SEE STRUCTURAL DRAWINGS ATTACHED CONTACTS ARCHITECT DUBBE-MOULDER ARCHITECTS, PC 1160 ALPINE LANE, SUITE A2 P.O, BOX 9221 JACKSON, WYOMING 83002 301-133-13551 31 NORTH FIRST EAST P,O, BOX 169 DRIGGS, IDAHO 83422 208-354-0151 CIVIL ENGINEER 5CHIE56 AND ASSOCIATES 1103 SOUTH 45TH WEST IDAHO FALLS, IDAHO 83402 208-522-1244 STRUCTURAL ENGINEER DYNAMIC STRUCTURES STRUCTURAL ENGINEERING 6ERvICE5 1881 NORTH 1120 WEST PROVO, UTAH 84604 801-356-1140 OWNE RICK HANCOCK ROCKY MOUNTAIN CONTRACTORS, LLC FUTURES OF IDAHO 560 WEST IST NORTH RIGBY, IDAHO 83442 208-403-6801 11 GENERAL NOTES AND ROOF PLAN 4a' -O" 96' 0-011 46-0" FIRST FLOOR PLAN A3.1 6' -mil Q'-0" Q'-011 Ie>i^mi I 11 11 _ _ , .. _. -ti C3 i~ E t2 _. 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ARCHITECTS , P.C- AKCHITECTURE - FUSTOKIC PKFSERVATION ■ INTERIOKLS QUIP - I. _ P.O. BOX 9227 - 1160 ALPINE LANE - StIRE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 - 37 NORTH FRST EAST - SI In E 1 DKIGGS , IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCIIITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRrrrEN AUTHORIZATION OF DUBBEr-MOULDER ARCHITECTS, P.C. Sheet Title: GENERAL NOTES ROOF PLAN REVISIONS 1 2 3 4 5 6 Drawn By: Checked By: Date: Sheet Number: May I I, 2004. Scale: AS NOTED I A101 Project Number: 0414 FIRST FLOOR SQUARE FOOTAGE PLAN 1/161f = 11-0ft ROOF SQUARE FOOTAGE PLAN 1/16"= 11-0" SQUARE FOOTAGE CALCULATIONS Tenant 1 2560 5q, ft. Tenant 2 1611 5q. ft. Tenant 3 1611 69. Ft. Tenant 4 1611 5q. ft, Tenant 5 2560 5cl. ft. Total Tenant Space 9,4311 69- ft_ Roof11'993 sci- ft. PROFESSIONAL OFFICE BUILDING MADISON COUNTY REXBURG, IDAHO DUBBE - MOULDER, AR-CHITECTS, P.C. ARCHITECTURE a HISTORIC PRESERVATION x INTEMORS a . en -AAA - P 0 BOX 9227 ■ U60 ALPINE LANE ■ SURE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 - 37 NORTH FIRST EAST - SUM I DRIGGS, IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS A SP13MCAMNS, AS INSTRUMENTS OF PROFESSIONAL SUVICE AU AM SHAM MUM ME PROPERTY OF nM ARCWrWr. THESE DOCUMEMARB NOT M]MUSMINWHOLE MINPAUFOR ANY MOMM OR PUMP M WHATSINNIM WITHOUT THE PRIOR SMMC WRITTEN AUTHORIZATION OF MME -MOULDER ARCHITECTS, P.C. Sheet Title: SQUARE FOOTAGE CALCULATIONS REVISIONS 2 3 4 5 6 Drawn By: Checked By: Date: Sheet Number. May 11, 2004 Scale: AS NOTED Al 02 Project Number: 0414 B 8'-0" x 8'-0" 4" REINFORCED c CA4.1 CONCRETE PAD_ SEE 5TRUCT., TYP, 10 II 12 I/�J n,3 14 15 16 n,, I 18 19 2Q� 21 I 22 23 24 184'-0" 104'-0" I I I I i i I I i 40 -0" S'-0" $'-0" S'-0" S'-0" $'-0" $'-0" 8'-0" $'-0" $'-0" $'-0" 8'-0" 1 S'-0"-0" I $'-0" $ 1011 LINE OF GOOF ABOVE y p Q Q I I LINE OF ROOF ABOVE 10'-lll ,31-211 4i 5" 3t_Qll 4' 511 21. 111 101- II' 9'-�" 3'-2" -SII 1-Qll 1_$11 3,_ 11 19'-�" 3'-2" -811 1_$11 Il ^11-2" 1J'-611 _211 _C!" ]1_G!1 _Q11 1'-2 i J'-6" lYJ'-�" 31.211 AI 511 �1 $11 41 511 11 10'-lll r--- -------------- CJJ J L CJ J J V i �I J L --- --- ---------------- ---------------- --- — — --- -------------------1 r--- I n n r —�.—----_�._______I —�` I i I 1 I I I I I I I 1 I I I n n n n II -.-o A I I I 103 �/ @ I 1 �,, t 5ATH 1 EGH I I I 1 Q d i I 5" t in 123 I _ 1 111". . 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L is _. �. .`.: . ,_ ... .- ,•. ' - L zz I I I I I I I I i I I I , 2/A31 1 I 1 2 3 � 5 h -i 8 9 IQ> 11 12 13 14 15 1� 17 18 19 2� 21 22 23 24 4" REINFORCED CONCRETE C B SIDEWALK, 5EE STRUCT., TYP. A4.1 A4.1 SEE SITE PLAN FOR LAYOUT m IRST FLOOR PLAN N 1/8" = 1'-0" S WALL LEGEND TYPICAL STUD WALL TYPICAL DEMISING WALL TYPICAL SHEAR WALL PROFESSIONAL OFFICE BUILDING DUBBE - MOULDER. ARCHITECTS, P.C- ARCHITECTI.IRE ■ HISTORIC PRESERVATION - INTERIORS P.O. BOX 9227 - 1160 ALPINE LANE - SLIITE 2A JACKSON HOLE, O J E , WY MING 83002 P.O. BOX 169 - 37 NORTH MST EAST - St QTE I DRIGGS7 IDAHO 834.22 OWNERSHIP & USE OF DOCUMENTS DRAWINGS A SPt3MCATtONS, AS INSTRUMBM OF PROFESSIONAL SERVICE ARE AND SHAM REMAIN THE PROPERTY OF THE ARCM= THESE DOCUM OM ARBNOT TO BB USED IN WHOLE OR IN PART MR MY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC AUTHORIZATION OF DUBBE-MOULDER ARCH]In C M, P.C. Sheet Title: FIRST FLOOR PLAN REVISIONS 1 2 3 4 5 6 Drawn By: Checked By: Date: Sheet Number: May 11, 2044 Scale: AS NOTED A20 I Project Number: 0414 IF051TION ROOF SHINGLES 4 T,D. BRG^� 110'-01, TIMBER KNEE BRACE HORIZONTAL WOOD 51DING MANUFACTURED STONE VENEER T_O, SLAB h 1001-01, l� TION ROOF SHINGLES ri o 4 TIMBER KNEE BRACE HORIZONTAL WOOD SIDING EXTERIOR MATERIALS SCHEDULE ROOFING -COMPOSITION 5HINGLES: 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 A5 SUPPLIED BY W.R. GRACE, OR APPROVED EQUAL, AT ALL EAvE5 NO LE55 THAN 3'-rD" OF ROOF SLOPE FROM WALL LINE AND DOWN TO EDGE OF EAVES. ALSO PROVIDE SAME MEMBRANE AT ALL VALLEYS, ROOF vENTS, AND ROOF PENETRATIONS A5 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 -RESISTANT OR ZING -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 BY OWNER. METAL FLASHING: I. 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 THIC-KNE65 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 OPP061TE SIDE OF VALLEY. HORIZONTAL WOOD 51DING= I. HORIZONTAL WOOD SIDING TO BE Ix8, GRADE °B" OR BETTER, WESTERN RED CEDAR WITH RESAWN FACE. PROVIDE BEVEL PROFILE. 2_ NAILS TO BE PROPER GAUGE RU5T-RE5I5TANT OR ZINC COATED NAILS FOR SIDING APPLICATIONS. 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 5PECIE5 AND SAND FLUSH. WOOD TRIM, WINDOW AND DOOR TRIM, FASCIA TRIM: I, SELECT TIGHT KNOT, GRADE 'B' OR BETTER, WESTERN RED CEDAR WITH RE5A N FACE. PROVIDE RE5AL.1N TEXTURE ON ALL EXPOSED SURFACES, 2, NAILS TO BE PROPER GAUGE RUST RESISTANT OR ZINC COATED SHINGLE NAILS FOR SIDING APPLICATIONS. 3, ALL TRIM SIZES AS PER DETAILS OR AS NOTED_ WOOD SOFFIT -- 1. ALL WOOD SOFFIT TO BE lxto, GRADE 'B' OR BETTER, WESTERN RED CEDAR WITH RE54WN FACE. PROVIDE TONGUE AND GROOVE PROFILE WITH SQUARE BUTT JOINTS, 2_ NAILS TO BE PROPER GAUGE RUST RESISTANT OR ZINC COATED SHINGLE NAILS FOR SIDING APPLICATIONS. MANUFACTURED STONE VENEER: I, ALL 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, 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. TIMBER KNEE BRACE: 1, rox(o TIMBER W/ RE -SAWN FACES MANUFACTURED STONE VENEER il) COMPOSITION ROOF SHINGLES • TIMBER KNEE BRACE HORIZONTAL WOOD SIDING MANUFACTURED STONE VENEER COMPOSITION ROOF SHINGLES ri--� SOUTH ELEVATION 1/8" = 1`-0" TIMBER KNEE BRACE HORIZONTAL WOOD 51DING MANUFACTURED STONE VENEER T.O. SLAB OL 1001-0" L G -10 r NORTH ELEVATION o W�Noow 5 1/8" = 11 -0" PARTIAL ELEVATIONS (2 SHOWN OF 4 IDENTICAL) COMP051TION ROOF SHINGLES • �. - 1 ri ri � TIMBER KNEE BRACE HORIZONTAL WOOD SIDING MANUFACTURED STONE VENEER ' a a l ,� BUILDING SECTION B -B 1/8" =1'-0" BUILDING SECTION NOTES PRE-ENGINEERED TRU55 CHORDS ARE 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 IS TO ESTABLISH CRITICAL ARCHITECTURAL DIMENSIONS. THE TRUSS MANUFACTURER AND THEIR REPRESENTATIVES ARE RESPONSIBLE FOR DETERMINING ALL CHORD LAYOUT, CHORD DIMENSIONS, CONNECTIONS, ETC., BASED ON ALL REQUIRED LOADS_ SHOP DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT TO ENSURE CONFORMANCE WITH THESE DOCUMENTS_ BUILDING SECTION A -A 1/$" =1'-0" TYPICAL TRUSSED ROOF A56EMBLY TYPICAL EXTERIOR S.I.P_ WALL ASSEMBLY SECTION ASSEMBLIES KEY * • ;-,4 ' ii ii TYPICAL TRUSSED ROOF ASSEMBLY: ASPHALT 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 INTERIOR FINISH SCHEDULE. INSULATE PER INSULATION SCHEDULE. MAINTAIN PROPER AIRFLOW AT EAVES. TYPICAL FRAMED ROOF ASSEMBLY: ASPHALT ROOF SHINGLES, OVER 15" 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 FIN15H SCHEDULE. INSULATE AS PER INSULATION SCHEDULE_ MAINTAIN PROPER AIR FLOW AT GABLE VENTS AND CUPOLA ROOF VENTS, TYPICAL SLAB ON GRADE ASSEMBLY: REINFORCED CONCRETE SLAB, OVER RIGID INSULATION, OVER COMPACTED CRUSHED GRAVEL BASE, OVER COMPACTED EARTH. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. PROVIDE FINISH, PER INTERIOR FINISH SCHEDULE_ INSULATE AS PER INSULATION SCHEDULE. BUILDING SECTION C -C 1/8" =1'-0" TYPICAL EXTERIOR S.I.P. (STRUCTURAL INSULATED PANEL) WALL ASSEMBLY: EXTERIOR FINISH MATERIAL, OVER AIR INFILTRATION BARRIER, OVER STRUCTURAL INSULATED PANELS, SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. INSULATE PER INSULATION SCHEDULE. PROVIDE VAPOR BARRIER ON INSIDE FACE (WARM SIDE) OF WALL. PROVIDE FINISH ON INSIDE (WARM SIDE) OF WALL, SEE INTERIOR FINISH SCHEDULE. TYPICAL DEMISING 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.I_P_ WALL WITH APPROPRIATE 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 FACE (WARM SIDE) OF 51P. WALL- TYPICAL ALLTYPICAL FOUNDATION WALL ASSEMBLY: APPLY ASPHALTIC MOISTURE PROOFING EMULSION BELOW GRADE TO OUTSIDE FACE OF CONCRETE FOUNDATION WALL AND COVER FOUNDATION WALL TO FOOTING CONNECTION_ APPLY PERIMETER RIGID INSULATION, AS PER INSULATION SCHEDULE, TO INSIDE (WARM SIDE) OF FOUNDATION STEM WALL. YPICAL TRUSSED ?OOF A65EMBLY YPICAL EXTERIOR ,_I,P, WALL ASSEMBLY :AL TRUSSED ASSEMBLY :AL EXTERIOR WALL ASSEMBLY DOOR TYPES SCHEDULE TYPE A TYPE B GL @ 6l r r WINDOW TYPES SCHEDULE TYPE A TYPE B TYPE D VERIFY TYPE C D TYPE E VERIFY INTERIOR ROOM FMSH :KEY VTINDOW SCHEDULE WINDOW NUMBER WINDOW TYPE MANUFACTURER/ NUMBER ROUGH OPENING (W x H) TEMPER EXTERIOR COMMENTS TRIM TYPE 101 A POZZI CC3654 3'-0 1/2" x 4'-6 1/2" 102 A POZZI CC3654 3'-0 1/2" x 4'-6 1/2" OBSCURE GLASS 103 A POZZI CC3654 3'-0 1/2" x 4'-6 1/2" 104 A POZZI CC3654 3'-0 1/2" x 4'-6 1/2" OBSCURE GLA55 105 A POZZI CC3654 3'-0 1/2" x 4'-6 1/2" 106 A POZZI CC3654 3'-0 1/2" x 4'-6 1/2" OBSCURE GLA55 101 A POZZI CC3654 3'-0 1/2" x 4'-6 1/2" OBSCURE GLASS 108 A POZZI CC3654 3'-0 1/2" x 4'-6 1/2" 103 A POZZI CC3654 3'-0 1/2" x 4'-6 1/2" OBSCURE GLASS 110 A POZZI CC3654 3'-0 1/2" x 4'-6 1/2" Ill B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 112 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 113 B POZZI CC3654-2 6'-O 1/2" x 4'-6 1/2" 114 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 115 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 116 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 111 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 118 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 119 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 120 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 121 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 122 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 123 B POZZI CC3654-2 6'-O 1/2" x 4'-6 1/2" 124 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 125 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 126 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 121 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 128 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 129 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 130 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 131 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 132 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 133 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 134 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 135 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 136 B POZZI CC3654-2 6'-0 1/2" x 4'-6 1/2" 131 C FIXED PANE VERIFY IN FIELD 138 C FIXED PANE VERIFY IN FIELD 133 C FIXED PANE VERIFY IN FIELD 140 C FIXED PANE VERIFY IN FIELD 141 C FIXED PANE VERIFY IN FIELD - DT 1 BT 2 - 201 D ROOF VENT VERIFY IN FIELD 202 D ROOF VENT VERIFY IN FIELD 203 E ROOF VENT VERIFY IN FIELD 204 D ROOF VENT VERIFY IN FIELD 205 D ROOF VENT VERIFY IN FIELD 206 E ROOF VENT VERIFY IN FIELD BT I - BATH 4 115 WC 1 WC 1 WC I WC 1 NOTES: - ALL OPERABLE UNITS TO BE SCREENED, SCREEN AND 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 5AR5 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. - CONTRACTOR TO VERIFY ALL LOCATIONS OF TEMPERED GLA55 WITH THE ARCHITECT. DOOR TYPES SCHEDULE TYPE A TYPE B GL @ 6l r r WINDOW TYPES SCHEDULE TYPE A TYPE B TYPE D VERIFY TYPE C D TYPE E VERIFY INSULATION SCHEDULE FOUNDATION WALLS: I, PROVIDE 2" RIGID INSULATION (R=10 +/-) FROM TOP OF FOOTING TO TOP OF PLATE. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. EXTERIOR S.I,P WALLS: INTEGRAL INSULATION IN PANEL SOUND WALLS: I. PROVIDE FIBERGLASS BATT INSULATION AS SUPPLIED BY OWENS-CORNING, OR APPROVED EQUAL. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE V" SOUND BOARD ON EACH 51DE OF STUDS AT SOUND WALLS (UNDER WALL FINISH). FIRST FLOOR INSULATION - I. PROVIDE RIGID INSULATION (R=10 +/-) UNDER SLAB ROOF INSULATION - TRUSSES: I. PROVIDE 12" MINIMUM FRICTION FIT FIBERGLASS BATT (R=38) AS SUPPLIED BY OWEN5-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- TRUCTURE_ NOTES-- NOTES: 1. I. 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 R15ER STACKS, OR ANY OTHER PENETRATIONS OF THE EXTERIOR SKIN, FILLING ALL VOIDS COMPLETELY. 3. PROVIDE FIBERGLASS BATT INSULATION AROUND ALL DOOR JAMB SHIM SPACES, FILLING VOIDS FULL_ 4, EXTRA CARE 15 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_ 5. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. RADON MITIGATION (IF REQUIRED BY THE CITY OF RE)XrBURG, ID) GENERAL: ALL BUILDINGS USED FOR THE HOUSING OF PERSONS SHALL BE PROVIDED WITH BASIC RADON MITIGATORS_ THESE MITIGATORS ARE BA51C IN NATURE AND MAY REQUIRE SUPPLEMENTAL EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE, INTERIOR ROOM FMSH :KEY DOOR. SCHEDULE FMSH SCHEDULE DOOR NUMBER DOOR MANUFACTURER/ TYPE NUMBER LOCATION DOOR 51ZE (WxHxT) HARDWARE TYPE EXTERIOR COMMENTS TRIM TYPE 101 B POZZI COSWT3010 VEST 1 3'-4" x 1'-0" x 1 3/4" ENTRY OS, SINGLE RAISED PANEL, THERMOPANE GL 102 B POZZI C06WT3010 VEST 1 3'-4" x 1'-0" x 1 3/4" ENTRY 05, SINGLE RAISED PANEL, THERMOPANE GL 103 B POZZI C15WT3010 TENANT 1 3'-4" x 1'-0" x 1 3/4" ENTRY 15, SINGLE RA15ED PANEL, THERMOPANE GL 104 A THOMAS DOOR BATH 1 3'-0" x 1'-0" x 1 3/8" PRIVACY SOLID CORE 105 A THOMAS DOOR MECH 1 3'-0" x 1'-0" x 13/6' PRIVACY SOLID CORE 106 B POZZI C05WT3010 VEST 2 3'-4" x l'-0" x 1 3/4" ENTRY OS, SINGLE RAISED PANEL, THERMOPANE GL 101 B POZZI C06WT3010 VEST 2 3'-4" x 1'-0" x 1 3/4" ENTRY 05, SINGLE RAISED PANEL, THERMOPANE GL 108 B POZZI CISWT3010 TENANT 2 3'-4" x 1'-0" x 1 3/4" ENTRY 15, SINGLE RA15ED PANEL, THERMOPANE GL 109 A THOMAS DOOR BATH 2 3'-0" x 1'-0" x 1 3/8" PRIVACY SOLID CORE 110 A THOMAS DOOR MECH 2 3'-0" x 1'-0" x 1 3/8" PRIVACY SOLID CORE Ill B POZZI C05WT3010 VEST 3 3'-4" x 1'-0" x 1 3/4" ENTRY OS, SINGLE RAISED PANEL, THERMOPANE GL 112 B POZZI C05WT3010 VEST 3 3'-4" x 1'-0" x 13/4" ENTRY 05, SINGLE RAISED PANEL, THERMOPANE GL 113 B POZZI C15WT3010 TENANT 3 3'-4" x 1'-0" x 13/4" ENTRY 15, SINGLE RA15ED PANEL, THERMOPANE GL 114 A THOMAS DOOR BATH 3 3'-0" x 1'-0" x 1 3/8" PRIVACY SOLID CORE 115 A THOMAS DOOR MECH 3 3'-0" x 1'-0" x 1 3/8" PRIVACY SOLID CORE 116 B POZZI C05WT3010 VEST 4 3'-4" x 1'-0" x 1 3/4" ENTRY 05, SINGLE RAISED PANEL, THERMOPANE GL 111 B POZZI COSWT3010 VEST 4 3'-4" x 1'-0" x 13/411 ENTRY 05, SINGLE RAISED PANEL, THERMOPANE GL 118 B POZZI C16WT3010 TENANT 4 3'-4" x 1'-0" x 1 3/4" ENTRY 15, SINGLE RA15ED PANEL, THERMOPANE GL 113 A THOMAS DOOR _ BATH 4 3'-0" x 1'-0" x 1 3/8" PRIVACY SOLID CORE 120 A THOMAS DOOR MECH 4 3'-0" x 1'-0" x 13/8" PRIVACY SOLID CORE 121 B POZZI C-OSWT3010 VEST 5 3'-4" x 1'-0" x 13/4" ENTRY 05, SINGLE RAISED PANEL, THERMOPANE GL 122 B POZZI COSWT3010 VEST 5 3'-4" x 1'-0" x 1 3/4" ENTRY 05, SINGLE RAISED PANEL, THERMOPANE GL 123 B POZZI CISWT3010 TENANT 5 3'-4" x 1'-0" x 13/4" ENTRY 15, SINGLE RAISED PANEL, THERMOPANE GL 124 A THOMAS DOOR BATH 5 3'-0" x 1'-0" x 13/5" PRIVACY SOLID CORE 125 A THOMAS DOOR MECH 5 3'-0" x 1'-0" x 1 3/8" PRIVACY SOLID CORE BT 2 - MECH 3 112 WC 1 WC I WC I WC I FB 1 FF 2 WC 3 - DT 1 BT 2 - VEST4 113 WCI 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. - ALL DOORS WITH GLA55 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 DOORS MUST CARRY A MINIMUM 2 YEAR WARRANTY AGAINST DELAMINATION OF VENEERS. (IF APPLICABLE), WARPING TOLERANCE BEYOND THOSE SPECIFIED WITHIN THE TRADE- - ALL UNITS TO BE PROVIDED WITH NECE65ARY JAMB EXTENSIONS. - ALL DOORS TO BE MANUFACTURED BY THOMAS DOORS OR APPROVED ALTERNATE, UNLE55 NOTED OTHERWISE. WCI INSULATION SCHEDULE FOUNDATION WALLS: I, PROVIDE 2" RIGID INSULATION (R=10 +/-) FROM TOP OF FOOTING TO TOP OF PLATE. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. EXTERIOR S.I,P WALLS: INTEGRAL INSULATION IN PANEL SOUND WALLS: I. PROVIDE FIBERGLASS BATT INSULATION AS SUPPLIED BY OWENS-CORNING, OR APPROVED EQUAL. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE V" SOUND BOARD ON EACH 51DE OF STUDS AT SOUND WALLS (UNDER WALL FINISH). FIRST FLOOR INSULATION - I. PROVIDE RIGID INSULATION (R=10 +/-) UNDER SLAB ROOF INSULATION - TRUSSES: I. PROVIDE 12" MINIMUM FRICTION FIT FIBERGLASS BATT (R=38) AS SUPPLIED BY OWEN5-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- TRUCTURE_ NOTES-- NOTES: 1. I. 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 R15ER STACKS, OR ANY OTHER PENETRATIONS OF THE EXTERIOR SKIN, FILLING ALL VOIDS COMPLETELY. 3. PROVIDE FIBERGLASS BATT INSULATION AROUND ALL DOOR JAMB SHIM SPACES, FILLING VOIDS FULL_ 4, EXTRA CARE 15 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_ 5. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. RADON MITIGATION (IF REQUIRED BY THE CITY OF RE)XrBURG, ID) GENERAL: ALL BUILDINGS USED FOR THE HOUSING OF PERSONS SHALL BE PROVIDED WITH BASIC RADON MITIGATORS_ THESE MITIGATORS ARE BA51C IN NATURE AND MAY REQUIRE SUPPLEMENTAL EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE, INTERIOR ROOM FMSH :KEY INTERIOR ROOM FMSH SCHEDULE DESCRIPTION WALLS/ CEILINGS WC ROOM NAME ROOM NUMBER NORTH EAST WALLS SOUTH WEST FLOORS BASE FINISH CEILING FINISH WINDOW TRIM DOOR TRIM BASE TRIM CROWN MOULDING VEST 101 WC WC WCI WCI FBI FF3 WG3 - DT BTI CMI TENANT I 102 WC 1 WC I WC I WC 1 FB 1 FF I - TI WC 4 WT i DT 1 BT I - BATH 1 103 WC 1 WC 1 WC I WC 1 FB 1 FF 2 WC 3 WT 1 DT I BT 2 - MECH 1 104 WC 1 WC i WC I WC 1 FB 1 FF 2 WC 3 - DT 1 BT 2 - VEST2 105 WCI WC WCI WCI FBI FF3 WC3 - DT BTI CMI TENANT 2 106 WC 1 WC 1 WC I WC i FB 1 FF I - TI WC 4 WT 1 DT I BT I - BATH 2 101 WC 1 WC 1 WC I WC 1 FB 1 FF 2 WC 3 WT I DT 1 BT 2 - MECH 2 108 WC I WC 1 WC I WC 1 FB 1 FF 2 WC 3 - DT 1 57 2 - VEST 3 109 WC I WG 1 WC I WG 1 FB 1 FF 3 WC 3 - DT I BT I CM I TENANT 110 WCI WCI WC WCI FBI FFI - TI WC WTI DTI BTI - BATH 3 III WC I WC 1 WG I WC I FB 1 FF 2 WC 3 WT l DT 1 BT 2 - MECH 3 112 WC 1 WC I WC I WC I FB 1 FF 2 WC 3 - DT 1 BT 2 - VEST4 113 WCI WC WC WCI FBI FF3 WC - DT BTI CMI TENANT 4 114 WC I WC I WC I WC 1 FB 1 FF I - TI WC 4 WT 1 DT 1 BT I - BATH 4 115 WC 1 WC 1 WC I WC 1 FB I FF 2 WC 3 WT 1 DT 1 BT 2 - MECH 4 116 WG 1 WC 1 WC 1 WC 1 FB 1 FF 2 WC 3 - DT 1 BT 2 - VEST5 Ill WCI WC WGI WC FBI FF3 WG3 - DTI BTI CMI TENANT 118 WCI WCI WC WCI FBI FFI - TI WC WTI DTI BTI - BATH 5 113 WC 1 WC 1 WC 1 WC 1 FB 1 FF 2 WC 3 WT I DT 1 BT 2 - MECH 5 120 WC 1 WC 1 WC i WC 1 FB 1 FF 2 WC 3 - DT 1 BT 2 - INSULATION SCHEDULE FOUNDATION WALLS: I, PROVIDE 2" RIGID INSULATION (R=10 +/-) FROM TOP OF FOOTING TO TOP OF PLATE. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. EXTERIOR S.I,P WALLS: INTEGRAL INSULATION IN PANEL SOUND WALLS: I. PROVIDE FIBERGLASS BATT INSULATION AS SUPPLIED BY OWENS-CORNING, OR APPROVED EQUAL. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE V" SOUND BOARD ON EACH 51DE OF STUDS AT SOUND WALLS (UNDER WALL FINISH). FIRST FLOOR INSULATION - I. PROVIDE RIGID INSULATION (R=10 +/-) UNDER SLAB ROOF INSULATION - TRUSSES: I. PROVIDE 12" MINIMUM FRICTION FIT FIBERGLASS BATT (R=38) AS SUPPLIED BY OWEN5-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- TRUCTURE_ NOTES-- NOTES: 1. I. 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 R15ER STACKS, OR ANY OTHER PENETRATIONS OF THE EXTERIOR SKIN, FILLING ALL VOIDS COMPLETELY. 3. PROVIDE FIBERGLASS BATT INSULATION AROUND ALL DOOR JAMB SHIM SPACES, FILLING VOIDS FULL_ 4, EXTRA CARE 15 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_ 5. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. RADON MITIGATION (IF REQUIRED BY THE CITY OF RE)XrBURG, ID) GENERAL: ALL BUILDINGS USED FOR THE HOUSING OF PERSONS SHALL BE PROVIDED WITH BASIC RADON MITIGATORS_ THESE MITIGATORS ARE BA51C IN NATURE AND MAY REQUIRE SUPPLEMENTAL EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE, INTERIOR ROOM FMSH :KEY TYPE CODE DESCRIPTION WALLS/ CEILINGS WC 5/0" TYPE "X" GYPSUM BOARD, TAPED JOINTS, LIGHT ORANGE PEEL TEXTURE, PAINTED. (USE WATER RESISTANT 5/8" GYPSUM BOARD AT WET LOCATIONS ) WC2 51,15PENDED 2' x 2' ACOUSTIC CEILING TILES, VERIFY 6PEC5 WITH OWNER WC 5/8" TYPE "X" GYPSUM BOARD, SMOOTH FINISHED, PAINTED, WC4 2x4 SUSPENDED CEILING TILES, VERIFY SPECS WITH OWNER. FLOOR FBl POURED CONCRETE SLAB, SMOOTH TROWEL FINISH BASE FLOOR FFI - TI CARPET, DIRECT GLUE DOWN, VERIFY SPECS WITH OWNER FINISH FF2 VINYL TILES, DIRECT GLUE DOWN, VERIFY TILE LAYOUT, SIZE, COLOR, FINISH WITH OWNER FF3 8" x 8" CERAMIC TILE, VERIFY TEXTURE AND COLOR WITH OWNER WINDOW WTI WOOD TRIM TO BE STAIN GRADE, I x 4 JAMBS AND SILL, I x 6 HEAD, VERIFY SPECIES WITH OWNER TRIM DOOR DTI WOOD TRIM TO BE STAIN GRADE, I x 4 JAMBS AND SILL, I x 6 HEAD, VERIFY SPECIES WITH OWNER TRIM BASE TRIM BTI WOOD TRIM TO BE STAIN GRADE, I x 6 5T2 VINYL BASE, VERIFY SPECS WITH OWNER CROWN MOULDING CMI WOOD CROWN MOULDING TO BE STAIN GRADE, VERIFY PROFILE AND SPECIES WITH OWNER 12 COMPOSITION ROOF 5HINGLE5 ON 30" FELT ON ROOF SHEATHING ON PRE-ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) KTWALL SECTION A6.1 1/2" = 1'-0" r6 - RIDGE DETAIL A6.1 1/2" = 1'-0" IF INSULATION GRAVEL 0 m ERIAL TURAL ) SLAB TURAL ) PAD) ON �ED SLAB TURAL ) COMPOSITION ROOF SHINGLES ON 30" FELT ON ROOF SHEATHING ON PRE-ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) DEMISING 2 WALL SECTION A6.1 1/211 = 1t -Ott COMPOSITION ROOF SHINGLES ON 30" FELT ON ROOF SHEATHING ON PRE-ENGINEERED ROOF TRU56E5 (SEE STRUCTURAL) METAL RIDGE GUARD FLASHING COMPOSITION ROOF SHINGLES 30" FELT ROOF SHEATHING PRE-ENGINEERED ROOF TRU55E5 (SEE STRUCTURAL) COMPOSITION ROOF SHINGLES 30" FELT METAL VALLEY GUARD FLASHING ROOF SHEATHING 2x NAILER WITH METAL SUPPORT (SEE STRUCTURAL) PRE-ENGINEERED ROOF TRUSSES (SEE STRUCTURAL) VALLEY DETAIL A6.1 1/211 = 1'-0" 2x BLOCKING WOOD LOUVER VENT INSECT SCREEN PAINTED BLACK- 51TUTHANE MEMBRANE OVER RIGID INSULATION FOR COLLECTION AND DRAINAGE OF WINDBLOWN M016TURE r - METAL FLASHING AT SILL N 70 4LL nAD) ON =D _AB .(RAL) 00, l 12 V, GWB C 5/s" GWB C 1x6 WOOL APRON 1x6 WOOL BASE TR'' CARPET 4" REINFC CONCREI (SEE STR GRAVEL 2" RIGID INSULATIC i-nManSITION ROOF SHINGLES ON T ON ROOF SHEATHING ON IGINEERED ROOF TRUSSES 'RUCTURAL) 3 EXTERIOR WALL SECTION A6.1) 1/2" = 1'-011 1-011 SECTION [ELEVATION NOTE: IF PREFABRICATED CUPOLA IS USED, SUBMIT DEFINITIVE CUT SHEETS OR SHOP DRAWINGS TO ARCHITECT AND 5TRUCT. ENGINEER FOR REVIEW AND APPROVAL l 12 12 ----_j4 PAINTED COF TRIM PAINTED TRIP 2x(o WOOD TF ROOF VENT 2x EDGE TRIr HORIZONTAL -- BEVELED SIC — (CLAPBOARE (o" EXPOSURE COMPOSITION ROOF SHINGLES ON 12 30* FELT ON ROOF SHEATHING ON I ROOF TRUSSES (SEE STRUCTURAL) I g CUPOLA SECTION DETAIL g CUPOLA PLAN DETAIL A6.1 1/2" = 1'-0"A6.1 1/2" = 1'-0" OUTLOOK (SEE STRUCT_) "ICE AND WATER SHIELD" �U5 FROM EAVE UP ROOF TO INSIDE EXTERIOR WALL T.O. BRG. OIL 110' - 0" WOOD SOFFIT (VERIFY) 15ER KNEE BRACE W/ M FACES (SEE STRUCT.) :D d BOLTED INTO VERT. 8 'IEMBE R5_ CTURED VENEER T.O. SLAB 100' - 0" MFG STONE BELOW IOUS CONCRETE TION WALL RUCTURAL) (ox(o TIMBER KNEE BRACE W/ RE -SAWN FACES (SEE STRUCT_) WINDOW TRIM MANUFACTURED STONE VENEER GRADE TOP OF FOOTING - — -- -- -- — -- --�' BEYOND PARTIAL WALL ELEVATION 112" = 1'-0" NE OVER :)R lRAINAGE iTURE OVER 2X% F DECK BEYOND �NGE ABOVE SYSTEM 1/2" = 1'-0" SIMILIAR TO TENANT 5 TENANT 1 AND 5 ENTRY ELEVATION DETAIL 1/2" = 11-0f1 STUCCO N� PAINTED TRIM HORIZONTAL BEVELED 51DING (CLAPBOARD) W/ (o" EXPOSURE, TYP. 2x! TRIM - CEDAR, 02 BTR, SELECT TIGHT KNOT, TYP_ MANUFACTURED STONE VENEER Q— 1/2" = 1'-0" SIMILIAR TO TENANT 3 & 4 3" = 1'-0" PAINTED TRIM PAINTED TRIM (BEYOND) (ox(o TIMBER KNEE BRACE TENANT 2, 3 AND 4 ENTRY ELEVATION DETAIL 1/2" = 1'-0" BED MC SIDING BED MOULDING DETAIL 3" = 1'-0" HORIZONTAL BEVELED SIDING (CLAPBOARD) W1 t (o" EXPOSURE, TYP., 2x(o TRIM - CEDAR, "2 BTR, SELECT TIGHT KNOT, TYP. MANUFACTURED STONE VENEER a COMP051TE SHINGLE ROOFING PAINTED CORNICE TRIM PAINTED CORNICE TRIM STUCCO PAINTED CORNICE TRIM PAINTED TRIM ENTRY CORNICE DETAIL - 311 = 1'-011 1 r4 - CORNICE DETAIL A6.2 311 = 1'-011 1 1 /2" =1'-0" COMPOSITE SHINGLE ROOFING 2x FRAMING AND BLOCKING METAL DRIP EDGE PAINTED CORNICE TRIM PAINTED TRIM WOOD SOFFIT (ox(o TIMBER KNEE BRACE (BEYOND) PROFESSIONAL •JFFICE BUILDING MADISON COUNTY REXBURG, IDAHO DUBBE -- MOULDER. ARCHITECTS, P.C- AR.CHTTECTUKE ■ HISTORIC PKESEKVATION - R ffMOKS P.O. BOX 9227 ■ U60 ALPINE LANE - SLIME 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 - 37 NOKTH FTR.ST EAST - SUItE I DRIGGS , IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS $ SPE MCATIONS, AS DWMUMFWM OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. nESEDOCUMB M An NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROTECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPWMC WRTI M AUTHORIZATION OF DUBDR-MOULDE)t ARCHITECTS, P.C. Sheet Title: DETAILS REVISIONS 1 2 3 4 5 6 Drawn By: Checked By: Date: Sheet Number: May 11, 2404 Scale: AS NOTED A602 Project Number: 0414 GENERAL 5TRUCTURAL NOTES I. IN ALL CASES, "CONTRACTOR" SPALL REFER TO THE CONTRACTOR OR SUB -CONTRACTOR RESPONSIBLE FOR THE TRADE SPECIFICALLY REFERRED TO IN THE NOTES (i.e. STEEL, CONCRETE, MASONRY). TPE "CONTRACTOR:" SPALL MEET ALL NOTE REQUIREMENTS AND SPALL INCLUDE THE COSTS ASSOCIATED WITH THESE REQUIREMENTS IN NIS/PER BID. THE GENERAL CONTRACTOR, OR CONSTRUCTION MANAGER, IS ULTIMATELY RESPONSIBLE FOR COMPLIANCE WITH ALL NOTE REQUIREMENTS. 2. THE CONTRACTOR SHALL PERFORM HIS/HER TRADE AND DUTIES IN A MANNER CONFORMING TO THE PROCEDURES AND REQUIREMENTS AS STATED IN THE 2000 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, UNLE55 OTHERWISE DIRECTED, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN AND BE PERFORMED. 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, SLOPES AND ELEVATIONS, ETC- AT THE JOB 51TE AND SHALL COORDINATE THESE WITH THE ARCHITECT AND WITH ALL TRADES. CONSTRUCTION DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. 6. V151TS TO THE JOB SITE BY REPRESENTATIVES OF THE ENGINEER DO NOT CONSTITUTE APPROVAL OF THE WORK PERFORMED BY THE CONTRACTOR OR PIS SUBCONTRACTORS± THEY ARE MERELY FOR THE PURP05E OF OBSERVATION. 1. SHOP DRAWINGS FOR ANY FABRICATED COMPONENTS OR COMPONENTS DESIGNED -BY -MANUFACTURER SHALL BE APPROVED BY THE ENGINEER AND ARCHITECT PRIOR TO FABRICATION AND ERECTION. SHOP DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT, 8. THE CONTRACTOR SHALL VERIFY SIZES, LOCATIONS, LOADS, AND EQUIPMENT ANCHORAGE IN THE FIELD WITH THE EQUIPMENT MANUFACTURER (OR SUPPLIER) PRIOR TO FABRICATION OR INSTALLATION OF SUPPORTING STRUCTURES. 9. TEMPORARY SHORING (BRACING) SPALL BE PROVIDED WHERE NECESSARY. SNORING SHALL SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED (i.e. WIND). SHORING SPALL REMAIN IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY OR UNTIL ALL THE STRUCTURAL ELEMENTS ARE COMPLETED. ALL SNORING 15 THE RESPONSIBILITY OF THE CONTRACTOR 10. DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND OWNER SPALL KEEP LOADS ON Ti= STRUCTURE WITHIN THE LIMITS OF THE DESIGN LOADS FOR THE OCCUPANCY. SEE STRUCTURAL PLANS AND CALCULATIONS FOR STRUCTURAL DESIGN LOADINGS AND CRITERIA. II. ANY SPECIAL INSPECTION REQUIRED BY THE CONSTRUCTION DOCUMENTS, OR B` THE BUILDING OFFICIAL, OR BY THE IBC, IS THE RESPONSIBILITY OF THE CONTRACTOR. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ' DJACENT 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 DOCUMENTS. 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 PAS 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 IS 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. GENERAL CONCRETE NOTE5: I. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 2. ALL WORK SPALL 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. 4. CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES, BLOCK OUTS, ETC.. AS REQUIRED. 5. CONTRACTOR SPALL BE RESPONSIBLE FOR PROPER PLACEMENT OF ALL ANCHOR BOLTS, SEISMIC ANCHORS OR STRAPS, ETC- INSTALL PER MANUFACTURER'S SPECIFICATIONS. 6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL FORM WORK, POUR STOPS, ETC. REQUIRED TO CONSTRUCT ALL CONCRETE WORK. SUCH FORM WORK IS NOT NECESSARILY SHOWN ON THE STRUCTURAL PLANS OR DETAILS. THE CONTRACTOR SHALL SPECIFY ALL FORM WORK AND SPALL INCLUDE THE COST FOR SUCH IN NIS/HER ORIGINAL BID. 1. CONTRACTOR SHALL PROVIDE ALL SHORING AS REQUIRED. 8. FOOTINGS, FOUNDATION AND SLABS ON GRADE SHALL BE CONSTRUCTED ON PROPERLY COMPACTED NATURAL SOIL, OR ON STRUCTURAL FILL. 9. A GEOTECPNICAL REPORT SHALL BE PROVIDED TO THE ENGINEER TO VERIFY ACTUAL SITE CONDITIONS. 10, SEE FOUNDATION PLAN FOR ADDITIONAL NOTES AND REQUIREMENTS. CONCRETE ANO REMORCEh' 11. ALL CONCRETE SPALL PAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. FLAT SLABS, FOUNDATION WALLS, AND CONCRETE RETAINING WALLS OVER 44" PIGP, SPALL HAVE A MINIMUM GOMPRE551VE STRENGTH OF 4,000 PSI. A GOMPRE651VE STRENGTH OF 2500 PSI HAS BEEN USED FOR CONCRETE DESIGN. 12, SEE PROJECT SPECIFICATIONS 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 DOWELS MAY BE GRADE 40, 14. ALL REINFORCING STEEL SPALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE AGI DETAILING MANUAL AND ACI STANDARDS (LATEST ADDITION). 15. ALL SPLICES IN CONTINUOUS CONCRETE REINFORCING BARS SPALL LAP A MINIMUM OF 40 BAR DIAMETERS. ALL SPLICES SPALL BE MADE IN A COMPRESSION ZONE UNLESS NOTED. ALL CONTINUOUS REINFORCING SPALL TERMINATE WITH A 90 DEG. BEND OR WITH SEPARATE CORNER BARS. FOUNDATION U4LLS 16. SEE FOUNDATION WALL 5CPEDULE, OR FOUNDATION PLAN, FOR 5PEGIFICATION OF FOUNDATION WALL REINFORCEMENT. SEE RETAINING WALL SCHEDULE, OR FOUNDATION PLAN, FOR SPECIFICATION OF RETAINING WALL REINFORCEMENT. 11. FOUNDATION WALLS HAVE BEEN DESIGNED USING AN EQUIVALENT FLUID PRESSURE, A GEOTECHNICAL REPORT SPALL BE PROVIDED TO THE ENGINEER TO VERIFY PRE55URE5 USED FOR DESIGN. SEE STRUCTURAL PLANS AND CALCULATIONS FOR ACTUAL FLUID PRESSURE USED. I8. BACKFILL ADJACENT TO FOUNDATION WALLS OR IN LANDSCAPED AREAS SPALL BE PLACED IN L005E LIFTS A MAXIMUM OF EIGHT INCHES (8"). FILL SPALL PAVE A MOISTURE CONTENT WITHIN 2 % OF OPTIMUM AND SPALL BE COMPACTED TO AT LEAST 90 % MAXIMUM DENSITY (ASTM D 1551). PEAVY EQUIPMENT SPALL NOT BE USED TO BACKFILL WITHOUT PRIOR CONSENT OF THE ENGINEER. 19. CONSTRUCTION JOINTS (COLD JOINTS) IN WALLS SPALL BE WATERPROOFED TO PREVENT LEAKS. 20. TPE CONTRACTOR SPALL COORDINATE STEPS IN WALLS WITH THE ARCPITECT, AND SPALL VERIFY WITH THE ENGINEER. SLABS 21. REINFORCE ALL SLABS ON GRADE W/ 14 9 18" O.C. EACH WAY, OR WITH 4 x 4 - W2.9xW2.9 WIRE MESH. ALL REINFORCING SHALL BE CHAIRED IN CENTER OF SLAB. 5LA55 ON GRADE SPALL BE DOWELED TO FOUNDATION WALLS PER STRUCTURAL PLANS AND DETAILS. 22. RECE55 FOUNDATION AND POUR SLABS TPROUGP, TYPICAL AT ALL EXTERIOR DOORS AND STORE FRONT TYPE WINDOWS. SEE FOUNDATION DETAILS. 23. DEPRE55 5LA55 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 FOOTINGS, AND CONTROL JOINTS AS REQUIRED, PARTICULARLY WHERE 5LA55 TRANSITION IN SIZE. 25. TPE CONTRACTOR SPALL TAKE CARE TPAT 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. WINGS 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 PRESSURES USED FOR DESIGN. SEE STRUCTURAL PLANS AND CALCULATIONS FOR ACTUAL BEARING PRESSURE USED. 29. ALL EXTERIOR FOOTINGS SHALL BEAR BELOW FROST DEPTH. CONTRACTOR TO VERIFY. 30. THE CONTRACTOR SHALL COORDINATE STEPS IN FOOTINGS WITH THE ARCHITECT, AND SHALL VERIFY WITH THE ENGINEER. STRIJCTWAI- FILL 31. STRUCTURAL FILL SHALL BE SPECIFIED AND APPROVED BY THE SOILS ENGINEER OF RECORD, BY WAY OF A GEOTECHNICAL REPORT, AS BEING APPROPRIATE FOR THE APPLICATION. STRUCTURAL FILL SHALL BE PROVIDED IN THE BUILDING PAD AND PAVEMENT AREAS. 32. STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS A MAXIMUM OF EIGHT INCHES (8"). FILL SHALL HAVE A MOISTURE CONTENT 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 SOILS OR 12" MINIMUM OF PROPERLY PLACED AND COMPACTED STRUCTURAL FILL. SLABS ON GRADE SHALL BE AL50 CONSTRUCTED OVER 4" FREE DRAINING BASE PLACED OVER THE STRUCTURAL FILL. DESIGN CRITERIA: SNOW LOAD = 30 P5F SEISMIC DESIGN CATEGORY = D SEISMIC USE GROUP = 2 3 SECOND GUST WIND SPEED = 90 MPP EXP05URE = B ALLOWABLE SOIL BEARING = 2000 P5F (ASSUMED) 501L 51TE CLA55 : D DESIGN LOADS: ROOF LIVE LOAD = 30 P5F ROOF DEAD LOAD = 15 P5F DESIGN CODE: 2003 INTERNATIONAL BUILDING CODE (IBC) GENERAL WOOD TRUSS NOTES: I. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 2. THE TRUSSES SPALL ALSO BE DESIGNED PER THE 2000 INTERNATIONAL BUILDING CODE, AND LOCAL ORDINANCES. THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF THE PRE-ENGINEERED TRUSSES, PER THE DESIGN CRITERIA ABOVE. DESIGN MUST TAKE INTO ACCOUNT UNBALANCED SNOW LOADS, SNOW DRIFTING, INCREASED SNOW LOADS ON EAVES AND IN VALLEYS, IMPACT LOADS FROM FALLING SNOW AND ICE, ETC. 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 WOOD TRUSSES SHALL BE SUBMITTED TO THE ENGINEER AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. 4. ALL TRUSS TO TRUSS AND TRUSS TO STRUCTURAL BEAM CONNECTORS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER. 5. THE TRUSSES SHALL BE DESIGNED TO CARRY ANY ADDITIONAL LOADS DUE TO MECHANICAL UNITS, OVERHEAD DOORS, ROOF OVERBUILDS, ETC. SEE STRUCTURAL PLANS FOR ADDITIONAL REQUIREMENTS. 6. ALL MEMBERS SHALL BE DESIGNED FOR COMBINED STRESSES, BASED ON THE WORST LOADING CONDITION. 1. BOTTOM CHORDS OF TRUSSES, ACTING AS CEILING MEMBERS, MUST BE ABLE TO SUPPORT A 10 PSF LIVE LOAD PER IBC REQUIREMENTS. 8. EACH CHORD SECTION SHALL BE INVOLVED IN TWO PANEL POINTS BEFORE BEING SPLICED, 9. PROVIDE 1/6" CAMBER FOR EACH 6 FEET OF TRU55 UNLESS OTHERWISE INDICATED. TRUSS BRACING AND BLOC" 10. THE TRU65 MANUFACTURER SHALL SPECIFY PROPER BRACING OF COMPRESSION CHORD MEMBERS 6'-0" LONG (OR LONGER), AS WELL AS BRACING REQUIRED FOR TRUSS ERECTION, AND ANY OTHER BRACING. 11. THE TRU55 MANUFACTURER SHALL SPECIFY ALL REQUIRED TRU55 BLOCKING. TRU55 BLOCKING SHALL BE DESIGNED FOR LATERAL LOADINGS. FABRICATION AND INSTALLATION 12. FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICBO. TH15 SPECIFICATION SHALL GOVERN WHEN IT EXCEEDS ICBO REQUIREMENTS. 13. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION. 14. FABRICATE TRUSSES FROM SHOP DRAWINGS REVIEWED AND APPROVED BY THE ENGINEER AND ARCHITECT. 15. FABRICATE TRUSSES IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE GOOD BEARING AT JOINTS. JOINTS SHALL BE ACCEPTABLE IF THE AVERAGE OPENING BETWEEN ENDS OF MEMBERS IMMEDIATELY AFTER FABRICATION IS LE55 THAN 1/16", EXCEPT THAT TRUSS COMPRESSION CHORD JOINTS AT SPLICES AND RIDGES SHALL HAVE FULL CONTACT BETWEEN MEMBERS. 16. TRU55 FABRICATORS USING METAL PLATES SHALL HAVE PLANT INSPECTED FOUR TIMES PER YEAR BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI REGULATIONS AND COPIES OF INSPECTIONS MADE AVAILABLE TO OWNER UPON REQUEST. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE TRUSSES PER THE TRUSS MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. NO WEB OR CHORD MEMBERS SHALL BE MODIFIED IN THE FIELD. METAL GUSSET PLATES 18, GUSSET PLATES SHALL BE SPECIFIED FOR GREATER OF EITHER THE MEMBER FORCES SHOWN ON DRAWINGS OR THE MEMBER FORCES DERIVED FROM STRUCTURAL ANALYSIS. PLUS OR MINUS bio. 19. NO PANEL POINT SHALL PAVE MORE THAN ONE PLATE PER TRU55 SIDE. 20. PLATES SHALL HAVE MINIMUM BITE OF 2 1/2" ON MEMBERS. MEASURE BITE ALONG CENTER LINE OF WEBS AND PERPENDICULAR TO CHORD AXES. ORIENT PLATE AXIS PARALLEL WITH TRUSS CHORD AXI5 EXCEPT WHERE CHORDS CHANGE PITCH AT JOINT. 21. PLATE 51ZE5: MINIMUM WIDTH OF PLATES SHALL BE 3". FOR TRU55E6 OTHER THAN SCISSOR TRUSSES, DE51GN PLATES, NAIL AND STEEL SECTION, FOR 135 % OF MEMBER FORCES. FOR SCISSOR TRU55E5, DESIGN PLATES, NAIL AND STEEL SECTION, FOR 160 % OF MEMBER FORCES. NO INCREASE IN PLATE VALUES WILL BE ALLOWED FOR DURATION OF LOADING OR OTHER FACTORS. 22. PRE55 PLATES INTO MEMBERS TO OBTAIN FULL PENETRATION WITHOUT CRUSHING OUT SURFACE OF WOOD. PLATE EMBEDMENT 15 ACCEPTABLE IF OPENING BETWEEN PLATE AND WOOD SURFACE IS LE55 THAN 1/32" 23. LUMBER DEFECTS AND PLATE MISPLACEMENT, IN COMBINATION, SHALL NOT REDUCE PLATE AREA OR NUMBER OF AFFECTIVE TEETH, PRONGS, OR NAILS BY MORE THAN 10%. 24. DO NOT APPLY METAL GU55ET PLATES AFTER SHOP FABRICATION. DESKN LOADS FOR WOOD ROOF TRUSSES: TOP CHORD LIVE LOAD = 30 P5F TOP CHORD DEAD LOAD = 10 P5F BOT CHORD LIVE LOAD = 0 P5F BOT CHORD DEAD LOAD = 5 PSF TOTAL DESIGN LOAD - 45 P5F DEFLECTION CRITERIA FOR WOOD ROOF TRUSSES: TOTAL LOAD DEFLECTION = L/240 D. A� f DYNAMIC STRUCTURES 1887 NORTH ii2o 4VFST PROVO, UTAH 84604 PH: (801) 356-114o FAX: (801) 356-000l PROFESSIONAL OFFICE BUILDING 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 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: STRUCTURAL NOTES I REVISIONS I 1 2 3 4 5 6 Drawn By: MN / JP Checked By: JDA Date: Sheet Number: MAY 11, 2004 Scale: AS SHOWN Project Number: 0404951.1 S0161 MARK WIDTH LENGTH DEPTH FOOTING SCHEDULE REINFORCING CR055415E REINFORCING LENGTH -WISE No. I 51ZE I LENGTH I SPACING No. I SIZE I LENGTH I SPACING EE24" CONT 12" - - - -�] 1 2 $4 CONT EQUAL ASSUMED ALLOWABLE SOIL BEARING PRE55URE = 2000 P5F (CONTRACTOR SHALL FIELD VERIFY) MINIMUM COMPRE551VE CONCRETE STRENGTH F'c = 3000 P51 ALL REINFORCING 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, AGI 318 AND LOCAL ORDINANCES FOUNDATION WALL SCHEDULE MARK THICKNESS HEIGHT VERTICAL REINFORCING HORIZONTAL REINFORCING REMARKS REBAR SIZE SPACING REBAR 51ZE SPACING WI 8" 4' MAX 04 18" O.C. 14 18" O.C. PLACE (2) 14 HORIZONTAL BARS a THE TOP d BOTTOM OF WALL CONTINUOUS, TYPICAL. RECE55 TOP OF WALL 0 OPENINGS 4 POUR SLAB THROUGH, SEE DETAILS MINIMUM COMPRE551VE STRENGTH F'c = SEE CONCRETE NOTES ON 50.1 REINFORCING STEEL -- SEE CONCRETE NOTES ON 50.1 NOTES I. SEE SHEARWALL PLAN FOR HOLDOWN AND ANCHOR BOLT 51ZE d SPACING 2. PROVIDE CONTROL JOINTS AS PER DETAIL 4/ 511 _�WVV 10937 F,oc �`° ' DYNAMIC STRUCTURES 1887 NORTH 112o WEST PROVO, UTAH 84604 PH: (801) 356.114o FAX: (801) 356-0001 O :DIAPHRAGM EDGE NAILING. SEE FRAMING NOTES I� O --SHEAR WALL EDGE NAILING. � THICKEN SLAB AT JOINT SEE SHEAR WALL PLAN. - x STRUCTURAL INSULATED PANEL WALL DYNAMIC STRUCTURES' V RES iWITORTH u2oWEST PROVO, UTAH 846o4 SEE FOUNDATION NOTES AND } PH: (8v1)356•up FAX: (8oi) 356-000i KEY WAY DETAILS FOR REINFORCING CONC. SLAB ON GRADE SILL PLATE 4 ANCHOR BOLTS SEE CONC. NOTES SEE SHEARWALL PLAN 7777— 4" GRANULAR BASE \x / %; 7,.. v/�\/\icy CONSTRUCTION JOINT BLOCK OUT STEM WALL �� x�!��!% !' i FOR CONC. SLAB SEE FOUNDATION NOTES AND TOOLED OR SAW CUT JOINT 14 DEPTH =rDETAILS FOR REINFORCING OF SLAB, SAW -CUT JOIST MUST BE MADE WITHIN 11 HRS. OF POUR / a CONC. FOOTING SEE FOUNDATION PLAN PROVIDE CONTROL JOINTS is" • APPROX.164" EACH WAY SEE SPECIFICATIONS FOR % �: �! 411 GRANULAR BASE 5LIBGRADE TREATMENT CONTROL JOINT CONC. STEM WALL-/ SEE FOUNDATION PLAN , 4 CON5 I RUIC I IOM DETAIL I CON I CION DETAIL 512 SCALE: 111 - 11-011 �12SCALE: 111 11-011 (i I, �; l ft WALL BEYOND CONC. SLAB ON GRADE. SEE CONCRETE NOTES FLATWORK BY OTHERS THICKEN SLAB To 611 AT OPENING AND POUR THROUGH PROFESSIONAL OFFICE BUILDING 311 COVER REXBURG, IDAHO CONCRETE FOOTING, SEE MADISON COUNTY FOUNDATION PLAN DUBBE - MOULDER ARCHITECTS , P.C. 1 CN 5 1 nC I I ON DETAIL ARCHITECTURE • HISTORIC PRESERVATION •FURNITURE 512 SCALE: 1" : 11-0" Opp 0 :DIAPHRAGM EDGE NAILING. P.O. BOX 9227.1160 ALPINE LANE • SUITE 2A SEE FRAMING NOTES JACKSON HOLE, WYOMING 83002 _ SHEAR WALL EDGE NAILING. P.O. BOX 169 • 37 NORTH FIRST EAST • SUITE I SEE SHEAR WALL PLAN. 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. — BEARING WALL Sheet Title: WALL SHEATHING, SEE CONSTRUCTION SHEARWALL SCHEDULE DETAILS TREATED SILL PLATE V o ANCHOR BOLTS a 32" O.C. CONC. 5LAB, SEE REVISIONS CONCRETE NOTES 1 2 W 3 r w 41 FOR REBAR CALL -OUTS, Z4" FREE-DRAINI GRANULAR BASE Drawn By: N N / JP checked By: JDA SEE FOOTING: SCHEDULE Date: SheetNumbec 5EE FOOTING SCHEDULE MAY 112004 Scale: 10937 AS SHOWN I S12 r, --N C. i 6 1 I `JGT I0_ `. DETAIL '`ATF 01: \OPS Pwject Number: • 511 SCALE: 111 : 11-011 q YD. AD�`�' 040952.1 ROOF FRAMIW-s NOTES I. FRAME ROOF w/ PRE-ENGINEERED TRUSS COMPONENTS UNLE55 NOTED OTHERW15E 2. SEE FRAMING NOTES FOR ROOF 5PEATPING REQUIEREMENT5 3. ALL HEADERS TO BE STRUCTURAL INSULATED PANEL CONSTRUCTION 4. OVERBUILD SHADED AREAS wl 26 RAFTERS 6 24" O.C. (MAX. SPAN - 84" 5. SUPPORT OVERBUILD TO TRUSSES BETWEEN w/ 1 x 4 AT IV' O.C. PONY WALLS SHEAR WALL SCHEDULE MARK SHEATHING EDGE NAILING FIELD NAILING ANCHOR BOLT5 ® 51/2" 51P WALL PANELS 5/8" O x 10" 6 32" O.C. © 1/16" EXP. I OR EQUAL 8d 6 4" O.C. ed is 12" O.C. 5/8"m x 10",s 32" O.C. NOTES: I. SEE GENERAL NOTES. (SHEET 50.1) 2. PLYWOOD, ORIENTED STRAND BOARD AND COMP051TE BOARD (BUT NOT STRUCTURAL PARTICLE BOARD) ARE ACCEPTED AS EQUALS. 3. ALL PANEL 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 15 INDICATED, 4. ALL ANCHOR BOLTS TO HAVE A 2"x2"x3/I6" PLATE WASHER. (SEE SEE SCHEDULE ABOVE FOR SPACING) 5. ALL FRAMING SHALL BE DOUGLAS -FIR NO. 2. 6. SEE HOLDOWN SCHEDULE AND PLAN FOR LOCATION AND SIZE. I I MAIN LEV, SCALE . I, -O" HOLDOWN SCHEDULE MARK HOLDOWN MIN. STUDS REMARKS AA 51MP50N 5THDI4 (2) 2 x 6 INSERT STUDS IN PANELS AT HOLDOUN LOCATIONS NOTES: I. ALL ANCHORS ARE SIMP50N 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 CONNECTED TO HOLDODUN ANCHORS AND 5TRAP5. i 0 H DYNAMIC STRUCTURES 1887 NORTH neo WFST PROVO, UTAH 846o4 PH: (801) 356-114o FAX: (801) 356.0001 PROFESSIONAL OFFICE BUILDING 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 a 3 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 ARCHTTECT. 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: SHEARWALL PLAN REVISIONS 1 2 3 4 5 6 Drawn By: NIN / JP Checked By: JDA Date: Sheet Number: MAY 11, 2004 ..., Scale: 1Q937 AS SHOWN R/ S3,el 0� 07!5 Project Number: 04049s3.1 \� :DIAPHRAGM EDGE NAILING. PRE-ENGINEERED SEE FRAMING NOTES ROOF TRUSSES O -SHEAR WALL EDGE II SEES EAR WALL PLAN.ROOF SHEATHING DYNAMIC STRUCTURES SEE FRAMING PLAN 07 NORTH u2oWESt' PROVO, UTAH 84604 PH: (8oi) 356-1W FAX: (8oi) 356-000i 2 x - OVERBUILD RAFTERS, SEE TRUSS OR SOLID BLOCKI FRAMING PLAN 2 x 10 OR SIMILAR NAILERS, NAIL SEE 2/54.1 Wl (3) Ibd NAILS MIN EA. TRU65 ol ROOF SHEATHING CONT. SIMPSON HI EACH TRUSS SIMPSON HURRICANE ANCHORJOISTS OR TRUSSES SEE FRAMING PLAN L - - - - -- \ - - - - - - - - --v i EVERY MEMBER OF OVER BUILD FASCIA 4 SOFFIT ��� \\ i 51P PANEL BY OTHERS AS PER ARCHITECT i NOTE: SHEATH MAIN ROOF PRIOR TO OVER BUILDING, TYPICAL KNEE BRACE ASSEMBLE AS PER ARCHITECT CONST RXTION DETAIL C0N5Tfoil r-s.UCTI0N DETAIL 4 54.1 SCALE: 1" : 1'4" �41SCALE: I" : 1'-0" FULL -HEIGHT SOLID ROOF SHEATHING, SEE BLOCKING FULL -HEIGHT TRUSS BLOCKING (FIT SNUG UNDER FRAMING NOTES. PLYWOOD ROOF SHEATHING). MAY LEAVE OUT EVERY THIRD BLOCK FOR VENTILATION BAFFLES ROOF SHEATHING W/ EDGE NAILING INTO BLOCKING OVERBUILD RAFTERS, SEE PRE-ENGINEERED FRAMING PLANS. ROOF TRUSSES SIMPSON HI CLIP, SEE '\%/ FRAMING NOTES SHEATH CONTINOUS UP �% v ; TO ROOF SHEATHING ` \ \` 777, PONY WALL ROOF TRUSSES SEE FRAMING PLANS PROFESSIONAL SHAPED PLATE SEE I/ 54,151M. (2) SIMPSON A34 CLIPS PER TRU55 BLOCKING (VERTICAL) DOUBLE TOP PLATE OFFICE BUILDING _S1MP�N_HI _HURRL�Ai�E__ ANCHOR EACH TRU55 MADISON COUNTY REXBURG, IDAHO DUBBE - MOULDERARCHITECTS, P.C. t ONS I i�► C 1t(ON D� It�I� CONC� I ON DETAIL !.. FRU ARCFIITECTURE • HISTORIC PRESERVATION ■F[JRN1TUItE 2 54.1 SCALE: I" --1'-0" 54.1 SCALE: 1" = 1'-0" l P.O. BOX 9227 ■ 1160 ALPINE LANE • SUITE 2A JACKSON HOLE, WYOMING 83002 \ =DIAPHRAGM EDGE NAILING. PRE-ENGINEERED SEE FRAMING NOTES ROOF TRUSSES IMP50N A34 CLIP EA. TRUSS _ SHEAR WALL EDGE NAILING. \ P.O. BOX 169.37 NORTH FIRST EAST ■ SUITE 1 SEE SHEAR WALL PLAN. ROOF SHEATHING DRIGGS, IDAHO 83422 SEE FRAMING PLAN ROOF SHEATHING (SEE & USE OF DOCUMENTS TRUSS OR SOLID BLOCKI ROOF FRAMING PIANS)OWNERSHIP DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. SEE 2/64.1 R ANY DOCUMENTS ARE NOT 70 BE USED IN WHOLE OR IN PART WHATSOEVER, WITHOUT THE PR10R SPECIFIC PROJECT OR PURPOSES WRITTENWRITTEN AUTHORIZATION OF DUBBE—MOULDER ARCHITECTS, P.C. Sheet Title: CONSTRUCTION IRE -ENGINEERED GIRDER --�'� DETAILS TRU56 51MP50N HI EACH TRU55 REVISIONS PRE-ENGINEERED TRU55 i\ \ 1 2 \ \ 3 FASCIA 4 SOFFIT SIP PANEL BY OTHERS \ AS PER ARCHITECT \ \ 4 5 SIMPSON HANGER OR EQUIVALENT " k AS SPECIFIED BY TRU55 DESIGNER \ Drawn By: MN / JP Checked By: JDA Date: Sheet Number: MAY 1 I, 2004 4� F10 Scale: 10937 AS SHOWN S4401 CONS�'fi��C� I ON DETAIL CONS' 'UCTION DETAIL Project Number. 6 3 qTE OF �� 54.1 �� '� SCALE: i : i -0 54.1 SCA i" I'-0" LE: - �q y D AD 5 0404954.1 GENERAL ELECTRICAL NOTES 1. UNLE55 NOTED OTHERWISE, MOUNT ALL INTERIOR OUTLETS m 12" AFF. TO cl� OF OUTLET, AND MOUNT SWITCHES m 48" AF.F_ TO Q. 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 AL50 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 CITY OF REXBURG BUILDING DEPARTMENT AND THE STATE OF IDAHO, 8. CONTRACTOR TO PROVIDE DESIGN OF ALL ELECTRICAL 5ERVICE5 AND CIRCUITING 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. 1r 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 5Y5TEM5 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 15 ENCOURAGED. 1. CONTRACTOR TO PROVIDE ADEQUATE 51ZING 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 3. 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 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 51ZING, 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. IL IF REQUIRED, CONTRACTOR TO VERIFY DE516N AND PLACEMENT OF FIRE 5UPFRESION SPRINKLER SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES. SYMBOL LEGEND $ SINGLE POLE SWITCH, MOUNTED 48" AFF, TO cl� OF BOX $3 THREE WAY SWITCH, MOUNTED 48" AFF_ TO (t OF BOX_ $4 FOUR WAY SWITCH, MOUNTED 48" AFF. TO ct OF BOX_ $p SINGLE POLE DIMMER SWITCH, MOUNTED 48" A.F.F. TO (t OF BOX. $p THREE WAY DIMMER SWITCH, MOUNTED 48" AFF. TO �. OF BOX. $T SINGLE POLE TIMER SWITCH, MOUNTED 48" AFF. TO t OF BOX, SINGLE POLE CEILING FAN SWITCH, MOUNTED 48" AFF. TO � OF BOX $F FAN SWITCHES TO BE RHEOSTAT TO ALLOW ADJUSTABLE FAN SPEED. $j DOOR JAMB SWITCH, MOUNTED a DOOR JAMB, MS MOTION SEN60R SWITCH, MOUNTED ABOVE DOORWAY AND DIRECTED TO ACTIVATE WHEN DOOR OPENS. PC PHOTO VOLTAIC CELL SENSOR SWITCH, MOUNTED WHERE NOT AFFECTED BY EXTERIOR LIGHTS. Il GARAGE DOOR OPENER SWITCH, MOUNTED 54" A.F.F. TO �t OF BOX tO DUPLEX OUTLET, MOUNTED 12" AFF. TO h OF BOX 4� DUPLEX OUTLET, TOP HALF SWITCHED, MOUNTED 12" AFF, TO 4- OF BOX. tO DUPLEX OUTLET, GROUND FAULT CIRCUIT INTERRUPTER 09 DUPLEX OUTLET, WEATHERPROOF GROUND FAULT CIRCUIT INTERRUPTER. DUPLEX OUTLET, RECE65ED OUTLET FOR PAINTING LIGHT, MOUNTED 63" RPL AFF_ TO t OF BOX. 0 FOUR -FLEX OUTLET, MOUNTED 12" AFF. TO t OF BOX P@ 120/240 VOLT OUTLET, MOUNTED 36" AFF_ TO I OF BOX, ® FLOOR MOUNTED DUPLEX OUTLET. PROVIDE COVERS WHEN NOT BEING U5ED_ I. SINGLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO � BOX. + DOUBLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO (I BOX. N TELEPHONE JACK, MOUNTED 12" AFF_ TO �t OF BOX - 14 rAX OX.14FAX DEDICATED FACSIMILE JACK, MOUNTED 12" AFF_ TO (. OF BOX. 14 COMPUTER NETWORK/MODEM JACK, MOUNTED 12" AFF_ TO (t OF BOX �T THERMOSTAT, MOUNTED 60" A.F.F. TO (t OF BOX, HUMIDI5TAT, MOUNTED 60" A -FF. TO Ii OF BOX ® DOOR BELL BUTTON, MOUNTED 48" AFF. TO � OF BOX, INT INTERCOM CONTROL BOX, MOUNTED 60" AFF_ TO t. OF BOX_ AUDIO SPEAKER, MOUNTED 12" AFF_ TO (t OF BOX. ® 2 TUBE FLUORESCENT DROP IN FIXTURE O SMOKE DETECTOR, MOUNTED AS PER GOVERNING CODES. DOOR BELL CHIMES. MOUNTED AT 84" MIN. AFF. TO cl� OF BOX P GARAGE DOOR OPENER, CEILING MOUNTED. Q J -BOX ROUGH -IN ONLY, PROVIDE COVER PLATE. CEILING MOUNTED TRACK LIGHT. -{- DOWN LIGHT, CEILING MOUNTED. _01 DOWN LIGHT -DIRECTIONAL, CEILING MOUNTED. ® DOWN LIGHT / DOWN LIGHT -DIRECTIONAL, CEILING MOUNTED. 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 (t OF BOX WALL MOUNTED VANITY LIGHT, VERTICAL. 2 BULB FLUORESCENT. .d= --- UNDER CABINET LIGHTING. VALANCE STRIP LIGHT. ELECTRIC BASEBOARD HEATER r/i L J ELECTRIC I T H L OE KICK G HEATER, ER ® GAS LINE INLET. g� ELECTRIC POWER METER LOCATION, GAS METER LOCATION. -��- CIRCUIT BREAKER PANEL BOARD. Fi+ FR05T-FREE HOSE BIB. 1= EXIT SIGN NOTE. ALL MOUNTING ELEVATIONS ARE TYPICAL UNLE56 NOTED OTHERWISE. SEE INTERIOR ELEVATIONS. 1 UTILITY LOCATION PLAN U1.1) 118" = 1'-O« N 0A S