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SITE & BLDG PLAN REVISIONS - 08-00151 & 08-00152 - Upper Valley Options - Addition
1 Ix V m Q Q IL �Q� o t � z S N S .-JIL, J.JIL �j 1L.J J JIL -AIL JIL Jl_ rn O 7 7 7 7 7 7 S cl S B R W � DA B B u JL A.1L L hx • 9 . o . � W 4 � i ' - V 0 U N h� IL J I W z IBu PL REVIEW PRU"JECT I I I OF D I�AW�IN G S 2 0 0 � IN DEX 1-1 OF 1 TITLE SHEET & CODE REVIEW ®Q W I. OCCUPANCY CLASSIFICATION (SECTIONS 304 & 308): IX. PORTABLE FIRE EXTINGUISHER s ( SECTION 906 ARCHITECT A. GROUP B PORTABLE FIRE EXTINGUISHER PROVIDED, SEE FLOOR PLAN. B. GROUP 1 -4 SUNDBERG AND ASSOCIATES, INC. X. OCCUPANT LOAD (TABLE 1003 .2.2.2): IDAHO FALLS, IDAHO (208) 522 -6901 ARCHITECTURAL ~ u H. NONSEPARATED USES (TABLE 302.3.3): A. NEW GROUP B AREAS H W FIRE SEPARATIONS ARE NOT REQUIRED BETWEEN USES, AS THE 586 SF GROSS / 100 = 6 OCCUPANTS n� MOST RESTRICTIVE TYPE OF CONSTRUCTION SHALL APPLY TO B. NEW GROUP I -4 AREAS (OUTPATIENT TREATMENT) A -1 OF 6 FLOOR PLAN & NOTES A w THE ENTIRE BUILDING. 2,152 SF GROSS / 100 = 22 OCCUPANTS A -2 OF 6 EXTERIOR ELEVATIONS W C. EXISTING BUILDING 167 OCCUPANTS STRUCTURAL ENGINEER A -3 OF 6 SECTIONS & DETAILS A III. AREA, BUILDING (SECTION 502.1): D. TOTAL = 195 OCCUPANTS W A. NEW ADDITION: 2,738 of G & S STRUCTURAL ENGINEERS A OF 6 REFLECTED CEILING PLAN & DETAILS B. EXISTING BUILDING: 5,124 of XI. BUILDING EXITS REQUIRED (TABLES 1014.1 & 1018.1) IDAHO FALLS, IDAHO (208) 523 -6918 A - 5 OF 6 FOOTING & FOUNDATION PLAN C. TOTAL BUILDING AREA: 7,862 of A. (2) EXITS REQUIRED, MINIMUM A - 6 OF 6 ROCF FRAMING PLAN B. 3 EXITS PROVIDED FROM CORRIDOR SYSTEM T k IV. AREA LIMITATIONS (TABLE 503): v rr ll A. GROUP B, TYPE V -B PERMITS 9,000 of XII. CORRIDOR FIRE - RESISTANCE RATING (TABLE 1016.1): V B. GROUP I -4, TYPE V -B PERMITS 9,000 sf CORRIDORS ARE NOT REQUIRED TO BE FIRE -RATED FOR MECHANICAL ENGINEER STRUCTURAL C. AUTOMATIC SPRINKLER SYSTEM INCREASE (SECTION 506.3): OCCUPANCIES B & I -4 WHEN AN AUTOMATIC SPRINKLER THE AREA LIMITATION IS PERMITTED TO BE INCREASED SYSTEM IS PROVIDED. DESIGN BUILD W BY 300 FOR SINGLE STORY BUILDINGS; THEREFORE, S -1 OF 2 STRUCTURAL NOTES & TYPICAL DETAILS .11 ^ THE ALLOWABLE AREA = 18,000 of. XIII. PLUMBING FIXTURES (IBC TABLE 2902.1): - OF 2 STRUCTURAL SECTIONS M b� NS. UP TO 679 OF THE MENS W.C.s MAY BE SUBSTITUTED WITH 1 D. THE BUILDING COMPLIES WITH THE AREA LIMITATIONS. ' ( a , PL UMBING CODE SECTION 41 9.2 1� URINALS; INTERNATIONAL PL ) ELECTRICAL ENGINEER V. HEIGHT LIMITATIONS (TABLE 503): NEW ADDITION: ~ A. GROUP B, TYPE V - B PERMITS 2 STORIES. A. REQUIRED PLUMBING FIXTURES FOR OCCUPANCY I - 4, DESIGN BUILD U� W B. GROUP I -4, TYPE V -B PERMITS i STORY. 28 PEOPLE = 14 MALE & 14 FEMALE OCCUPANTS: C. THE BUILDING COMPLIES WITH THE HEIGHT LIMITATIONS, 1. MALE: 1 WATER CLOSETI& i LAVATORY TAKING INTO CONSIDERATION THE SECTION BELOW ON 2. FEMALE: 1 WATER CLOSETS & 1 LAVATORY M�4 INDUSTRIAL EQUIPMENT PLATFORMS. 3. 1 BATHTUB OR SHOWER REQUIRED B. DRINKING FOUNTAINS (FOR TOTAL BUILDING): T� VI. INDUSTRIAL EQUIPMENT PLATFORMS (SECTION 505.5): 195/100 = 2 DRINKING FOUNTAINS W V 1 INDUSTRIAL EQUIPMENT PLATFORMS SHALL NOT CONTRIBUTE C. i SERVICE SINK REQUIRED TO EITHER THE BUILDING AREA OR THE NUMBER OF STORIES. APPROVED VII. CONSTRUCTION CLASSIFICATION (SECTION 602.5): o{ Rexburg city H TYPE V -B VIII. AUTOMATIC SPRINKLER SYSTEM (SECTION 903):i� Ir'1 w AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED E—I THROUGHOUT THE BUILDING. i� MAR 2 5 2008 C l I Y OF'R BlJ CD LLJ 0 F R�gURG - e•rwnl ATlaru c•1,+,I�w �� H c 4 OO OO w a MECHANICAL ROOM i STORAGE ROOM F LONFERENGE ROOM ssl0lf PAnxxr q I U F1 El O TRAINING KITCHEN - O ( O If) STAFF LOUIJ6E �j :,A-NIT� THERA %SPA ,E OFFICE FW4 P L E U Ell ❑ 9 CFFICE B ^ CHILNS LOCKERS w w —5— CHILDREN AUTI5TIC CHILDREN - z 0' ❑ O w•i MEN'. R. _ TOILET RM 6 °- MEN'S?R. � a NiR. t - C CORRIDOR ri YfK1na96 /N yE TIBAE _ IND CHILD s4 THERAPYx� ��P� VI AUTISTIC CHILDREN CHILDREN'S 6ROLP Pr+u1lo's / !V��I P o W RECEPTI N +b+�4 F C' IND CHILD THERAPY OBSERVATION n I'la a D 0 da `xemf sns Aurlsnc I wz 21 ND CHILD IND CHILD O FILE M X� LOBBY IND CHILD IND CHILD 9 THE mi H yr 7 Z Imo, A a r' ® q L •�'+��� ® W� 0 VE5TIMLE fnsnw HAx fxrRAwe sain n y O W K DOOR 6 HARDWARE NOTE5.. _ rowrlaU r LK W Q HA— TefsngxfercfP xn. can .Row ox _ ° mmmovs tZ�-T� FLOO ELELiRILAL NOTES: ^P OPr�ow�rR+unc P e Q re ° ° wwa wu w� mop. uiu waxvl`PVfos"Tar� ❑ fo � � - (..fi = ra a rAVE Mxr `� ° w" 10 � �A�aI� _ ° Ix IO�� ��TOx F �.5 �..o� � �xbutg Toy �fLf�,xl�w �A. ° °ro ,Mm �� P�Kw. NAT f Tx a I� T�x NoEfI�� woTM iN 1 l NM 0 F R�gURG CONT. RIDGE VENT, TYPICAL ASPHALT COMPOSITION 5HIN6LE5 TO MATCH EXISTING 12 4 TTTTIT" 7 1 El L] i �I:: 7: rI:7 i= I= - - - - - - - - - - - - - ---- - - - - - - - - - _ ^�� _ _ _� _ T - - _ _ _ _ __ T_ ___ 77 :IT 7 - - - - - - - - - zw: L L- i-4 LL - - - - - - - - - - - -- L: 7: 7: 1 ZI: - - - - - - - - - - - ff, rm r�l rf, F�' ff, 7 f T 7 1 i 1 7T7 FT F� r7 rT I I I I I I "I I [ ..... ..... 1 1 1 11 li . I i I , . I ff i -7 I T 7� .. . . ... . ...... 77 - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - T� 7 -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - --- - - - - - - - - - - - L-------------------------- - - - - -- - - - - - 7 - - - - -- - - - - - - - 7- T -1 - - - - - - - - - - - - - - - -- - - -- -- - --- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - --- - - - - - - EX15TN5 MAIN ENTRY BRICK VENEER WAINSCOT VINYL SIDING 70 TO MATCH EX15TIN6 MATCH EX15TIN6 �NE:57 E:L1Z\/A710N EXISTING BUILDING NEW ADDITION 5/16" = 1'-0" T -1 NORTH ELEVA71 ON EX1571N6 BUILDING 5116" = I'—c" EX15TIN6 MAIN ENTRY BEYOND SOUTH ELEVATION De'ign Standards Rev- see 'ew Co rnPle , e Conditi 12 ture fe CP approvals maybe required I IUN EX1571Nr5 BIJILDIN6 PROVIDE NEW PILASTER TRIM BOARDS ON NEW I E 0 W E ADDITION 4 EXISTING BUILDING AS SHOWN, TO jtIN 1: 1 9PQs? D EAST ELEVATION BE 2xI2 LVL's ATTACHED ON FACE TO EXTERIOR I'-c" W000 SHEATHING, PROVIDE CONTRA5TIN6 MAY 16 2008 VINYL WRAP, TYPICAL CITY OF REXBURG 0 ��m < V1 0O L 0 c� `� x za � ............. ......... ..... I IN LL c) iP 0 U F Qc a Q x F o �x � wz a a � w a a� d a `' v � x Z w i x a z � x a c� 1� < 0 � O I ii 2x OUTRIGGER AT 24" ox.. - - -__- -- CONT. METAL DRIP FLASHING METAL FASCIA OVER WOOD 2' -0" SUB - FASCIA \-- CONT. PERFORATED METAL SOFFIT -�— PRE - ENGINEERED WOOD TRU55 Al 24" 04. DROPPED TOP CHORD GABLE TRUSS TRUSS BEARING HEIGHT ELEV. = 109' -0" — 7/ 1>4 CONT. METAL FLASHING F/"" 5/4 = 1' -0" LAPPED AND TAPED AS CONTINUOUS BARRIER OF BRICK WAINSCOT • 2ND LAYER 5/6" GYPSUM BOARD, TAPED, ELEV. = 104' -0" SEE SECTION A/A3 -r -------------------- r City of Rexburg FOR TYPICAL NOTES ,SUN �— BRICK VENEER I" AIR SPACE ' 4" FROM WALL SHEATHING I ' TO F.O. FOUNDATION TYVEK HOMEWRAP FINISHED FLOOR / \ //\ •. ELEV. = 100' -0" \%\ H�'4rH/ /NC, ° o° 8o° CONTINUOUS RIDGE VENT 6 \ 1/ /�� / / /� BY 'RID6EMA5TER' OR EQUAL \ � 2x6 WOOD STUD WALL \ � \ WL q" GONG. FOUNDATION WALL; REFER TO STRUCTURAL 4" COMPACTED GRAVEL AT 16" o.c. \ \/\ / SHINGLES TO COVER RIDGE VENT ON BASE CONCRETE FOOTING, REFER TREATED 2X6 BASE PLATE W/ ONE 51DE AS SHOWN ANCHOR BOLT5 TO STRUCTURAL SHINGLES OVER o ° °� ° t "" UNDERLAYMENT 00000 D \ \ \ \ • INALL 5EGT I ON \\/\\//\ D PRE- ENGINEERED WOOD ATTIC TRUSS PROVIDE INSULATION BAFFLE OVER INSULATION AT ATTIC, TRU55 TO MAINTAIN AIR FLOW a 12 � �4 , MECHANICAL R -Iq WALL INSULATION + I MINIMUM'AT VERTICAL : ' WALLS In i I ) TOILET ROOM / 5HOWER ROOM I I I BUILDING 5EGT I ON AA 3/6 I' -O" !"t� WALL 4 CEILING CONSTRUCTION AT DASHED LINES: • WOOD STRUCTURAL MEMBER SUBSTRATE • I5T LAYER 5/8" GYPSUM BOARD AS • LAYER "ICE 4 WATER SHIELD ", ALL TO BE 5/4 = 1' -0" LAPPED AND TAPED AS CONTINUOUS BARRIER • 2ND LAYER 5/6" GYPSUM BOARD, TAPED, TEXTURED AND PAINTED 5FA ROOM -r -------------------- r City of Rexburg ,SUN VINYL SIDING TO MATCH EX'G ' TYVEK HOMEWRAP / \ //\ •. L ----------------- .J \%\ H�'4rH/ /NC, CONTINUOUS RIDGE VENT 6 VAPOR BARRIE BY 'RID6EMA5TER' OR EQUAL 2x6 WOOD STUD WALL PRE - ENGINEERED WOOD TRUSS AT 24" 040. 2x OUTRIC76ER AT 24" o.a. r CONT. PERFORATED METAL FIT DROPPED TOP CHORD GABLE VINYL 51D NG - ---____'"` STRUCTURki. WALL SHEATHI i i I CONT. PERFORATED METAL SOFFIT N i I I 2 ' - I I 1' -10" PRE- MANUFACTURED COLUMN CASING TO MATCH EXISTING, SEE STRUCTURAL FOR WOOD COLUMN i 4" CONCRETE OVER 4" COMPACTED GRAVEL BASE, SLOPE 1/4" : 12" MAXIMUM AWAY FROM BUILDING —\ X X TRUSS BEARING HT�, ELEV. = 109' -7 1/4" BEAM BEYOND EXTERIOR WALL, SEE STRUCTURAL SEE SECTION A/A3 FOR TYPICAL NOTES SIMILAR CONDITION: BRICK VENEER 15 4'-0" HI6H WAINSCOT I I I FINISHED FLOOR a i I i e e p 1, ELEV. = 100' -0 °o8 °° SEE STRUCTURAL FOR CONCRETE PIER 4 FOOTING /A INALL 5EGTION G 5/4" = 1' 1 3 5TORACGE 1, i i 1� D 5/4" = 1' -0" 1. : 12 �...,�, 4 III _7 L X TRUSS BEARING HT. ELEV. = 109' -7 1/4" I I I i CONT. PERFO ATEG I I I i I METAL SOFFI I I I I WOOD BEAM, EE II II STRUCTURAL II II I I R -55 BLOWN -IN INSUL. I I I I 6 MIL. VAPOR BARRIER 11 II II II PRE - MANUFACTURED 5/6" GYPSUM BOARD I I I COLUMN CASING W/ WOOD II it COLUMN IN FOREGROUND, SUSPENDED CEILING, SEE I I I I SEE STRUCTURAL REFLECTED CEILING PLAN ii II II II II II II II II II II II -• I I I SEE SECTION A/A3 I I I FOR TYPICAL NOTES I I I I II II it II I I 5/6" GYPSUM BOARD; i t I I TAPED, TEXTURED 4 PAINTED Ii II I I I BRICK VENEER I I I I 6 MIL. VAPOR BARRIER I" AIR SPA ISE R -Iq BATT INSULATION II i SIMILAR CONDITION: BRICK VENEER 15 I I i i 4' -0" HIGH WAINSCOT II II II II II II I i I 4" CONCRETE SLAB — II II I I I I VAPOR BARRIER ' II II 4" COMPACTED GRAVEL i I I I FINISHED FLOOR & BASE I I i I TOP OF CONC. PIER it I i ELEV. = 100' -0" I ` ep i I ._ �••••�� o oCPo o 0, ° " I 2"x24" RIGID INSULATION �r AT FOUNDATION 4 FLOOR / I I SLAB PERIMETER ' I I — — — — — — — — — - INALL 5EGTION $ 3/4" = I' -0" A5 w _ 5'-0 1/4" (4' -04" IN OPP051TE DIRECTION) t t CEILING ACCESS DOOR, MODEL I I L -LGP BY LARSEN'S MANUF., OR EQUAL SPEC: • 26 6A. PRE - FINISHED WHITE I I EMBOSSED, 6ALV STEEL DOOR I I • INTEGRATED FRAME W/ FLANGE I I • CONT. PIANO HINGE, ZING PLATED I i • KEY OPERATED CYLINDER LOCK II BRICK VENEER I" AIR SPACE 4 FROM WALL SHEATHING TO F.O. FOUNDATION FINISHED FLOOR ELEV. = 100' -0" \ � \ \X1 \ , \ y ..�.. //- q" GONG. FOUNDATION WALL, REFER TO STRUCTURAL FOOT ING, REFER TO STRUCTURAL ASPHALT COMP051TION SHINGLES OVER #15 BUILDING PAPER ROOF SHEATHING INSULATION BAFFLE PRE - ENGINEERED WOOD TRU55 AT 24" o.c. CONT. BLOCKING, 5EE 5TRUCT. FOR VENTING DETAIL �, 12 Q4 DRIP FLASHING TRUSS BEARING HT ELEV. = 109' -0" 2' -0" TYP. METAL FASCIA OVER WOOD SUB- FA5GIA CONT. PERFORATED METAL SOFFIT CONT. FIRE - BLOCKING AT ALL CEILING LEVELS, TYP. VINYL SIDING TO MATCH EX'G �— TYVEK HOMEWRAP STRUCTURAL WALL SHEATHING 2x6 WOOD STUD WALL AT 16" ox, CONT. METAL FLASHING TOP OF BRICK WAINSCOT 7271 ELEV. = 104' -0" < �Qz 1 v o N F---1 O H V O V1 l H n";f F-�-i I-i-i OO Q cad • / i'� "M N Zx � z oq a o 4� Q N as F w �m F a x W Z O 0 WALL 5I=GTION 5/4 = 1' -0" A3 APPROVED City of Rexburg ,SUN VINYL SIDING TO MATCH EX'G ' TYVEK HOMEWRAP 4 CONCRETE SLAB STRUCTURAL WALL SHEATHING H�'4rH/ /NC, CONTINUOUS RIDGE VENT 6 VAPOR BARRIE BY 'RID6EMA5TER' OR EQUAL 2x6 WOOD STUD WALL HOLD BACK ROOF 4" COMPACTED GRAVEL AT 16" o.c. SHINGLES TO COVER RIDGE VENT ON BASE TREATED 2X6 BASE PLATE W/ ONE 51DE AS SHOWN ANCHOR BOLT5 SHINGLES OVER o ° °� ° t "" UNDERLAYMENT 00000 D \ \ \ \ • \\/\\//\ 2 "x24" RIGID INSULATION \ 8" GONG. FOUNDATION WALL, AT FOUNDATION 4 FLOOR REFER TO STRUCTURAL SLAB PERIMETER CONCRETE FOOTING, REFER TRUSS ° /// // /// TO STRUCTURAL ROOF SHEATHING D \ e NOTE: PROVIDE ALL ROOF R106E5 W/ CONT. VENT ° RI I2GE VENT DETAIL INALL 5EGT (ON DETAIL N.T.S. 5/4" = 1' -011 !'t� _ 5'-0 1/4" (4' -04" IN OPP051TE DIRECTION) t t CEILING ACCESS DOOR, MODEL I I L -LGP BY LARSEN'S MANUF., OR EQUAL SPEC: • 26 6A. PRE - FINISHED WHITE I I EMBOSSED, 6ALV STEEL DOOR I I • INTEGRATED FRAME W/ FLANGE I I • CONT. PIANO HINGE, ZING PLATED I i • KEY OPERATED CYLINDER LOCK II BRICK VENEER I" AIR SPACE 4 FROM WALL SHEATHING TO F.O. FOUNDATION FINISHED FLOOR ELEV. = 100' -0" \ � \ \X1 \ , \ y ..�.. //- q" GONG. FOUNDATION WALL, REFER TO STRUCTURAL FOOT ING, REFER TO STRUCTURAL ASPHALT COMP051TION SHINGLES OVER #15 BUILDING PAPER ROOF SHEATHING INSULATION BAFFLE PRE - ENGINEERED WOOD TRU55 AT 24" o.c. CONT. BLOCKING, 5EE 5TRUCT. FOR VENTING DETAIL �, 12 Q4 DRIP FLASHING TRUSS BEARING HT ELEV. = 109' -0" 2' -0" TYP. METAL FASCIA OVER WOOD SUB- FA5GIA CONT. PERFORATED METAL SOFFIT CONT. FIRE - BLOCKING AT ALL CEILING LEVELS, TYP. VINYL SIDING TO MATCH EX'G �— TYVEK HOMEWRAP STRUCTURAL WALL SHEATHING 2x6 WOOD STUD WALL AT 16" ox, CONT. METAL FLASHING TOP OF BRICK WAINSCOT 7271 ELEV. = 104' -0" < �Qz 1 v o N F---1 O H V O V1 l H n";f F-�-i I-i-i OO Q cad • / i'� "M N Zx � z oq a o 4� Q N as F w �m F a x W Z O 0 WALL 5I=GTION a SUSFENDED C. D f COMPRE55ION 200 LB. MINIMUM + + 8" MAX. STRUT CONNECTION STRENGTH + + + + + + + + + + i + + + + + + + + + + + + + + + + + + THERAPY 5PA WALL MAX SLOPE + + + + + + HORIZONTAL 5TRAINT, (4) WIRE5 STRUCTURE ABOVE + + + + i FROM + + + + + + WITHIN 2" OF INTERSECTION AND CONNECTION DEVICE + + 6 + + VERTICAL ' OFFICE -- SPLAYED 4 10 DEG APART AT TO 5TRUGTURE MUST + + + + + + + + + + 45 D G ANGLE5 SUPPORT 100 LBS. MIN + + + + + + + + 12 G,A. VERT. + + + + + + 3/4" MIN. I HANGER WIRE + + + + 12 GA. VERT HANGER + + + + + + i WIRE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5PREADER BAR HANGER PER + + + + + + + + + + + + DETAIL D + + + + 2" MIN. RIVET AT (2) ADJACENT + + + + + + + + + + + + WALLS, NONE AT + + + + + + + + OPPOSITE WALLS LATERAL RESTRAINT AT 12' - 0" D.G. MAIN 4 CRO55 TEE AT WALL(-=-- AT GE I L I NG5 OVER 1 sf AREA MAIN TEE HANGER + + + + G OFFICE i i , i i SUSPENDED CEILING NOTES: 12' - 0 " 6-0" MAX. 1. COMPLY WITH INTERNATIONAL BUILDING CODE 1621, + + 4TYP.I + + + MEETING ASCE I -02 clh.2.6.2.2. 2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ATTACH + + + + + ONE END OF THE CEILING GRID TO THE PERIMTER WALL + - - -- - -- ;, .- - -- - - -- - - -- - - - -- - - -- - + MOLDING ANGLE. AT THE OTHER END OF EACH DIRECTION, + + + i + + + , PROVIDE 5/4" CLEARANCE AT THE END OF THE TEES a + + + + + + + G + D + + + + + + REST THE TEES UPON THE PERIMETER ANGLE, FREE TO SLIDE. 4 + + + ..� + + + + + + + i WITHIN W OF THE PERIMETER, PROVIDE RIGID SPREADER + OFFICE � ' t .. '•• + + + + + + + + + + i BETYqEEN ALL TEES. + + + + + + + + + + +MEN T.R. + + + + + + + + + + + + !•• -•' -•' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +WOMEN T.R. + + + + + + + 5. MECHANICALLY ATTACH ALL LIGHT FIXTURES TO GRID + + + + OFFICE ACCESS PA '' "' ' ' TOI LET RM :...:'.. .®' `- i i PER NEC 410 -16 (2 PER FIXTURE UNLESS INDEPENDENTLY 5UPPORTED) Q i 4, SUPPORT PENDANT -HUNG FIXTURES DIRECTLY FROM , THERAPY , STRUCTURE WITH 4 14A WIRE. N — 5. SUPPPORT LAY -IN OR GAN LIGHT FIXTURES TO STRUCTURE: i OFFICE i A. FIXTURES LESS THAN 10 LBS WITH ONE 1244. WIRE Q ' r � ' B. FIXTURES BETWEEN 10 4 56 LBS WITH TWO 12 -6A WIRES d (MAY BE SLACK) Q 1 VESTIBULE • :.:; _ ' i G. OVER 56 LBS SUPPORT DIRECTLY FROM STRUCTURE BY APPROVED HANGERS - - -- - - -- - - - -- - -- - -- - - - -- - - -- - - -- 6. SUPPORT HVAC TERMINALSt A. LEES THAN 20 LBS, POSITIVELY ATTACH TO GRID SYMBOL LEGEND HEAVY DUTY MAIN TEE B. BETINEEN 20 4 56 LBS, POSITIVELY ATTACH TO GRID X 12 GA HANGER WIRE AT 4' - 0" o.c. AT 4' - 0" ox. 4 WITH TWO 12 - 6A WIRES TO STRUCTURE (MAY BE SLACK) TO STRUCTURE ABOVE G. OVER 56 LBS, DIRECTLY TO STRUCTURE DUTY CROSS TEE 1. `' PROVIDE 2" MIN CLEARANCE AROUND SPRINKLER HEADS 0 ® LATERAL RESTRAINT AT 12' -O" ox_ AT AT 2 -O o.c. OR 4'-0" o.c. 4 OTHER PENETRATIONS. -- SPREADER BAR • SPRE D GRID PERIMETER D. SUPPPORT GABLE TRAYS d ELECTRICAL CONDUIT GENERIC PLAN INDEPENDENTLY FROM GRID. N.T.S. -f- + + + + + + + + + + + + + + + + -+ 4 - 4 . + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + +5TORAGE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + OFFICE + + + + + + + + + + + + + + + + + + + + + I : i< f �I + + + + -f- + + + + + + + + + + + + + + + + -+ 4 - 4 . + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + +5TORAGE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + OFFICE + + + + + + + + + + + + + + + + + + + + + I : i< Q d� o N z A H V1 W V1 c H A w o ^ • Y v�FL:: •k'+Y � I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + THERAPY 5PA + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' OFFICE -- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + OFFICE i i , i i + + + + + + + + + + + + + + + + + + + + + i + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + OFFICE � ' + + + + + + + + + + + + + + + + + + + + + + + + + + + +MEN T.R. + + + + + + + + + + + + + + + + + + + •+ + + + + + + + + + + . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +WOMEN T.R. + + + + + + + + + + + + + + OFFICE ACCESS PA '' "' ' ' TOI LET RM :...:'.. .®' `- i THERAPY OFFICE r � VESTIBULE • :.:; _ ' THERAPY THERAPY w L J THERAPY THERAPY >< > A' Q d� o N z A H V1 W V1 c H A w o ^ • Y v�FL:: •k'+Y � I NOTE: LIGHTING AS SHOWN 15 ONLY FOR SCHEMATIC, PURPOSES. ACTUAL LIGHTING DESIGN BY OTHERS. GE I L I NG TYPE 5GHEVULE SUSPENDED 2'x4' GRID SYSTEM W/ ACOUSTIC CEILING TILES 0 .;` 5/6" GYPSUM BOARD, TAPED, TEXTURED b PAINTED + + + + +++++. 5/8" GYPSUM BOARD, + + + + + TAPED, SMOOTH TEXTURE, + + d EPDXY PAINTED APPROVED City of Rexburg lil E4 JUN. If�l�l w U a cx W a � w w W �m O 0 55ERVATIC N THERAP THERAPY i .� �..� E4 A OFFICE THERAPY THERAPY OFFICE r � a w A' J ----- ----------------- ____---------- W ,...., NOTE: LIGHTING AS SHOWN 15 ONLY FOR SCHEMATIC, PURPOSES. ACTUAL LIGHTING DESIGN BY OTHERS. GE I L I NG TYPE 5GHEVULE SUSPENDED 2'x4' GRID SYSTEM W/ ACOUSTIC CEILING TILES 0 .;` 5/6" GYPSUM BOARD, TAPED, TEXTURED b PAINTED + + + + +++++. 5/8" GYPSUM BOARD, + + + + + TAPED, SMOOTH TEXTURE, + + d EPDXY PAINTED APPROVED City of Rexburg lil E4 JUN. If�l�l w U a cx W a � w w W �m O q5' -6" (OUTSIDE OF EXI5TING BRICK/FOUNDATION) 50' -0" (NEW ADDITION) q5' -O" (OUTSIDE OF EXI5TING WOOD WALL SHEATHING) 4 I. II I iI II I 1 I �, I: ii I Ii u I (i i t m` I i — 11 I' I I I I ll 1 l N I i I i i it I ii 1 , I I l l I --------- - - - -�� L - -- -------------- - - - - -- I 1! -I - -- I I I p ---- J----- - - - - -- i ii it I , I ,� I II - - -- }---- --- - - - - -� I ,, I i I i I I I r., I i t ( i I I I I I ( I I I I I I I I I 1 l I l � I L---- - - - = --I I ( I I I I I I I .� I I I r---- - - - - -� I I I I I I i t i I --- I ---------- IT- -------- I i -------- p I----------- I - - --- 1- L -------------- - -------- y -- --- ---------- --- ------------- - - - - -_ p --- - - - - -- I I II 11 1 p ;i I it l II I II II I II II I ii l = II I U it I � N I II I � C = = = = =______ = = = = =f - = = = =- U I ( I p ; i i _. I p � I i I I p I 52 II I r-L----- ---- ---- ---- - - - --J II �� I V-- -------------- - - - - -- -i I l i I I I I i I �� �-- -� ( I r ---- - - - - -- 71 - - - - -- ---- -� - - -- ^----------------- -- - - - - -- , 7 I, U , 1 ( I i I ra '- --1 i 1 I p ( I j l I I I l l 9 I , I I I I I I i i ( I r I I I i I i I I; ,I I I I II Ii 1 ll r l II I ii 1 I, , 1 , I I 1 I 11 I I p I I I I I I rt i I, , I I I I I I I I i 11 I FI I , I I 1 1 I " ( I I , I I 1 I I I L------------------ --------------------- -------- - -- - -� 1 — — — — — — — — — - t--- — — — — — — I I I I I 4 -6 I I I I I 1 1 I L..----- --- --- --- --- fff"��� L _ - --- _ _ - - - - -- ------ ------- - - - - -- -- - - - - -- l 1 I I , 1 I i I 1 I I i ( 11 I r_ I - I - - - - -- I I I n - - - - - -- -- - - - - -- I - I I i i I I I I I -- - - - - --- -1 1--- - - - - -- I r- �---------- - - - - -- � I I I I 11 ', 1 I I i i I i I I I I i JJ— - —1-t- —I I� I I I I I I N q 1 1 i t i t I I I I i I I l 1 I I I 1 1 I I I I I I I l l 52 t— —F5 I II i I I I it 1, I it ,.y it � u I j; Ij I II II I r l I I I 1, i t I I I I I ►, I I ' N I f 2'1 - I I I , 1 I i i I 1 1 I I I I IM . 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I I 051 TYPICAL i a 1 I EXISTING SLAB ON GRADE l l I I I I l i i - -I ll ______ __________________ _ __ I I I � I I l L �j - - - - -- -� I i I I ( II I TT -- ---- ----- - - -- ------- I ----------- _------ -_ - _ - + r----------- --- -- - - -- - + �_ _---------- ____- ---- - --- -- r ( I d 4 �, Ir - - - -- - - - -- --- - - - --- l'r -------------- t------ ll a-- ----- ---------------- - - - -Ip ------ - - - - -- --- -- - -- - - -- - - - -- I I; I II Ip Ii i - - -- - - -- 1 I L----- - -- - -- ----- - - - - -- 1 I I' I I i I 1 f• r - -- - -- - -- I, I �- -- - - - - -- - p 52 f ---------- i- i---------------- - - - - -- I I _I -- „ �'- �- I I - -- -- - - - - -- ,� - -- ---- -- --�-- -------- ,t- - - - - -- � ----------- - - - - -- , �------------- y--- - - - - -- --------------- - - - - -- , p \ , I I �� ii I ii j ii l / ( it l� i► (i p l �— F3 ( , I I f 1 I �� I I I i �p q , `I I I I I i I 1 1 , i I I 1 I I d 1 ii ii ii I ii li i l ;i i� it I l l 52 , iL 11 I 11 i 1 i I I i I I I 1 i i i I , I I I I r I I I IL-------- -+- - - - --� I I 3' -0" I I �1 L1 I i i I i i l; � ( � l �---- - - - --� � - - - --� i � l , I . i I � 1 I iI I II 1 /�� �� j; I � ( I I l /� l L.) I i ( ( l l II I1 � II I I I I i I I / q I ; I I I p I i I --------- - - --rT TTTr ► I I ) I I l /� l n ( I I I l I N l I 1 --- ---- - - - -lJ �L----- y---- ----------- - - - - -J L, ---------------------- I-- - - - -JI II II I l - - -- -- - - --- a -- ------ --- ----- - - - - - -- Ip ='I I Ii ry I 11 I I I I �; l � i l� 1 I ( I I I I r l �I I 1 I i I I � - - - -- i L-------- - - - - -- 1 - - -- 1 p (VI ' -+ H - -- --I I I I 9 I it 1 �� II I II i ji 1 1 �� II I 1\ I I I I 1 I ( 1 l � � I I I I I I l i ( �. I I I I I ( I I /� II I I I l i I li 11 i ;� I ;; j7 11 I II I I i I I I( I I I I I ( l I I .I"I I I I I I I I ; I I ; I r- -- - -- --, C 1 1 I I rl I 1 r , II r I. 11 ii � ;; �� i; lie ( ii i� �� j ii ' d 52 � I i I , i I i I I i p , i i I 1 1 i p I I' I �� I �; l� � ( �; iN I �� li N ( I I I I I,;1 I I I I d I I i� I i t I d q I I I I I I I I I i I p , I i � I I I I d � , _SI - - -- ------ - - - - -- - - - �- -- -- -- �-'- J I — ---- - - - - -- - - - - -- - - - -J L - - -- I I b I - - -- - J L-------- - - - - -J L d — --------- _- - -_�_— ------------------- (� I 1 a l l 14 I L.�J F2 � � �� — i , N a Q F2 I 1 l l LINE OF EXISTING — — — -- — — — — a 52 m 8 I I L------- - - - --� p FOUNDATION (BRIG VENEER TO BE �- -� — ---- — — FI — — — — (_ _l 52 I l l I p l REMOVED) / , _ l a L' J F �. APPROVED M DIMENSION LINE TO 4 F 3 city pf !Rexburg - — i EXI5TING MAIN ENTRANCE EXTERIOR FACE OF 52 I i l EXI5TING WOOD WALL JUN ^... r — — — — — s SHEATHING 1' - 6 " 1' - 6 " L_ _J ___ —_ FOOTI SCHEDULE MARK DEPTH WIDTH 5 REINFORCEMENT LONGITUDINAL TRANSVERSE FI 10" 1' -6" 52 244 q� — — - — — — — — — — — — — — — — — — '; — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — F2 — — — — — — — — — — — 10" - -�-�- 2' - 0 " — � I ( � —._ I I I I I 1 I I I I I I I I i I � I I � I d I I I I Y I I i i I I I; , I I I � � i i l i I r ( � � I q I d i t I I I I 11 1 I I I I I i f 1 ii I ii II 1 i i i l t t l I I I i I l l d i d l I 11 I I 1 I I ( I I I I I it ( I I � II I � i r 1 I I I I I I d I d I d I I i I i I I I ( ll l r- - -- I - I------•------------------------------- - - - - -- i---- - - - - -� Ci � 1N i d I I I I I I I I I I I r -- - - - -- ---- ---- -- - -- -- - - - -- - - t------------------ -- - - -- -1 r- ----------- - - - - -� - - - - -, r- r----- ---------- - -- - - i q l 1 rT - -- -- - --' I - - - -- �------ - - - - -- I I I I I I I I I L------ ------- ------ - - - - -- J I f I ► I I I l I i I I I , I I I I I I I I I i t I I I I I I I I I d I d 1 I I li - - - -C, I J 1 1 i, l I I I I -_ - -_J I , i I I I I I I I I I r 4 �` I I I I i j ► l -_ -- -- J I j I I I I 1 1 I i l t l I 11 l r l 11 I , I I 11 I I f 1 1 l I II i d I. II I iI II I 1 I �, I: ii I Ii u I (i i t m` I i — 11 I' I I I I ll 1 l N I i I i i it I ii 1 , I I l l I --------- - - - -�� L - -- -------------- - - - - -- I 1! -I - -- I I I p ---- J----- - - - - -- i ii it I , I ,� I II - - -- }---- --- - - - - -� I ,, I i I i I I I r., I i t ( i I I I I I ( I I I I I I I I I 1 l I l � I L---- - - - = --I I ( I I I I I I I .� I I I r---- - - - - -� I I I I I I i t i I --- I ---------- IT- -------- I i -------- p I----------- I - - --- 1- L -------------- - -------- y -- --- ---------- --- ------------- - - - - -_ p --- - - - - -- I I II 11 1 p ;i I it l II I II II I II II I ii l = II I U it I � N I II I � C = = = = =______ = = = = =f - = = = =- U I ( I p ; i i _. I p � I i I I p I 52 II I r-L----- ---- ---- ---- - - - --J II �� I V-- -------------- - - - - -- -i I l i I I I I i I �� �-- -� ( I r ---- - - - - -- 71 - - - - -- ---- -� - - -- ^----------------- -- - - - - -- , 7 I, U , 1 ( I i I ra '- --1 i 1 I p ( I j l I I I l l 9 I , I I I I I I i i ( I r I I I i I i I I; ,I I I I II Ii 1 ll r l II I ii 1 I, , 1 , I I 1 I 11 I I p I I I I I I rt i I, , I I I I I I I I i 11 I FI I , I I 1 1 I " ( I I , I I 1 I I I L------------------ --------------------- -------- - -- - -� 1 — — — — — — — — — - t--- — — — — — — I I I I I 4 -6 I I I I I 1 1 I L..----- --- --- --- --- fff"��� L _ - --- _ _ - - - - -- ------ ------- - - - - -- -- - - - - -- l 1 I I , 1 I i I 1 I I i ( 11 I r_ I - I - - - - -- I I I n - - - - - -- -- - - - - -- I - I I i i I I I I I -- - - - - --- -1 1--- - - - - -- I r- �---------- - - - - -- � I I I I 11 ', 1 I I i i I i I I I I i JJ— - —1-t- —I I� I I I I I I N q 1 1 i t i t I I I I i I I l 1 I I I 1 1 I I I I I I I l l 52 t— —F5 I II i I I I it 1, I it ,.y it � u I j; Ij I II II I r l I I I 1, i t I I I I I ►, I I ' N I f 2'1 - I I I , 1 I i i I 1 1 I I I I IM . I I I I I I I d ,� I, , I ) I I 1 1 1 1 I „ � l / I I I I I I I I I I I / I I, , i , I 1- I I i I I I I ,� � i I � I i I I I , 1 1 I, I� � �� I �9 1 I, ,I I I II I iI i II Ii II ii 1 —J _� I i t i t I -- L'----- - - - - -- I I I; ( ; i ( j l 0 11 , I I I i I 1 1 I i I p - ---- - --G -- - - -� i t - I I I I I „ 1 11 , I I 1 1 I I I I L--------------- - - - - -- J L ��� I II II , , , II I1 I II / � Ii , I i I I I ,, I I 11 , i t i I I I I I I I I I �------ - - - - -1 �--- - - - - -- p I I J I I I I I I I I I J L I I I i t I I I t r I C - - - - -- I I Ip r--- =__- -____ _ II II - --I I I I I I I I ( I I I I 1 I 1 1 I I I I p I I -- - I I FI I I I I I; I I I A i I I , i I I i, ( I I p — { — - —I-r —, I I I, 11 -- ~ + J '- L - --- - - - - -- 1 - - - -- J I I L ( L -{-1 p ------ - - - - -- - - - -- L - - - - -- ------- - - -- -� I I - - - - -_ I 1 b --- -- ----- --- -- -- -- . r - -- - - -- i C'_ �7 C__ -- -- _� 1 --a f - ------------ - - - --+ --------- - - - - -_ - - - - - - -- - -- - ----- - - - - -� I �� - 1 I I � T--- - - - - -- -i- I 52 Q I i I l 11 i II � � l l il. I I 051 TYPICAL i a 1 I EXISTING SLAB ON GRADE l l I I I I l i i - -I ll ______ __________________ _ __ I I I � I I l L �j - - - - -- -� I i I I ( II I TT -- ---- ----- - - -- ------- I ----------- _------ -_ - _ - + r----------- --- -- - - -- - + �_ _---------- ____- ---- - --- -- r ( I d 4 �, Ir - - - -- - - - -- --- - - - --- l'r -------------- t------ ll a-- ----- ---------------- - - - -Ip ------ - - - - -- --- -- - -- - - -- - - - -- I I; I II Ip Ii i - - -- - - -- 1 I L----- - -- - -- ----- - - - - -- 1 I I' I I i I 1 f• r - -- - -- - -- I, I �- -- - - - - -- - p 52 f ---------- i- i---------------- - - - - -- I I _I -- „ �'- �- I I - -- -- - - - - -- ,� - -- ---- -- --�-- -------- ,t- - - - - -- � ----------- - - - - -- , �------------- y--- - - - - -- --------------- - - - - -- , p \ , I I �� ii I ii j ii l / ( it l� i► (i p l �— F3 ( , I I f 1 I �� I I I i �p q , `I I I I I i I 1 1 , i I I 1 I I d 1 ii ii ii I ii li i l ;i i� it I l l 52 , iL 11 I 11 i 1 i I I i I I I 1 i i i I , I I I I r I I I IL-------- -+- - - - --� I I 3' -0" I I �1 L1 I i i I i i l; � ( � l �---- - - - --� � - - - --� i � l , I . i I � 1 I iI I II 1 /�� �� j; I � ( I I l /� l L.) I i ( ( l l II I1 � II I I I I i I I / q I ; I I I p I i I --------- - - --rT TTTr ► I I ) I I l /� l n ( I I I l I N l I 1 --- ---- - - - -lJ �L----- y---- ----------- - - - - -J L, ---------------------- I-- - - - -JI II II I l - - -- -- - - --- a -- ------ --- ----- - - - - - -- Ip ='I I Ii ry I 11 I I I I �; l � i l� 1 I ( I I I I r l �I I 1 I i I I � - - - -- i L-------- - - - - -- 1 - - -- 1 p (VI ' -+ H - -- --I I I I 9 I it 1 �� II I II i ji 1 1 �� II I 1\ I I I I 1 I ( 1 l � � I I I I I I l i ( �. I I I I I ( I I /� II I I I l i I li 11 i ;� I ;; j7 11 I II I I i I I I( I I I I I ( l I I .I"I I I I I I I I ; I I ; I r- -- - -- --, C 1 1 I I rl I 1 r , II r I. 11 ii � ;; �� i; lie ( ii i� �� j ii ' d 52 � I i I , i I i I I i p , i i I 1 1 i p I I' I �� I �; l� � ( �; iN I �� li N ( I I I I I,;1 I I I I d I I i� I i t I d q I I I I I I I I I i I p , I i � I I I I d � , _SI - - -- ------ - - - - -- - - - �- -- -- -- �-'- J I — ---- - - - - -- - - - - -- - - - -J L - - -- I I b I - - -- - J L-------- - - - - -J L d — --------- _- - -_�_— ------------------- (� I 1 a l l 14 I L.�J F2 � � �� — i , N a Q F2 I 1 l l LINE OF EXISTING — — — -- — — — — a 52 m 8 I I L------- - - - --� p FOUNDATION (BRIG VENEER TO BE �- -� — ---- — — FI — — — — (_ _l 52 I l l I p l REMOVED) / , _ l a L' J F �. APPROVED M DIMENSION LINE TO 4 F 3 city pf !Rexburg - — i EXI5TING MAIN ENTRANCE EXTERIOR FACE OF 52 I i l EXI5TING WOOD WALL JUN ^... r — — — — — s SHEATHING 1' - 6 " 1' - 6 " L_ _J ___ —_ FOOTI SCHEDULE MARK DEPTH WIDTH LENGTH REINFORCEMENT LONGITUDINAL TRANSVERSE FI 10" 1' -6" GONT. 244 F2 10" 2' -0" GONT. 544 F3 10" 2' -O" 2' - 0 " 544 344 W Q H UU O U� W � x W Q � � � o � Zx z � A � z �' U A � Aa w � a z W �w z a w � F � Z� o �M OW�0 O ��J N�Q Q OCd� � � W Q H UU O U� W � x W Q � � � o � Zx z � A � z �' U A � Aa w � a z W �w z a w � F � Z� o �M OW�0 O ��J n U W Vm N =� �Q o z o W � N � O U� W c H W w C' z o Z Q W � z � a z� o NOTES: 1) ROOF OVERBUILD CONSISTS OF 2x6 AT 24" ox- ROOF JOISTS TO BEAR ON 2x4 PONY WALLS AT 46" oz. BETWEEN JOISTS. PROVIDE 2x BLOCKIN6 BETWEEN 2x6 ROOF JOISTS AT BEARING. IF 2x4 PONY WALL EXCEEDS 5'-0" HEIGHT, PROVIDE BLOCKIN6 BETWEEN STUDS AT MID - HEIGHT. 2) PROVIDE L5x5xl /4 (LLV) TO SUPPORT VENEER ABOVE OPENING. PROVIDE 6" BEARING AT ENDS AND 1- 5/6" VIA x 4" LA6 SCREW FROM ANGLE TO WOOD LINTEL AT MI05PAN, z 0 �n O STRUCTURAL DRAWING NOTES UPPER VALLEY OPTIONS ADDITION WOOD HEADER 50HEDULE 1. GENERAL APPLICATION VIII. ARCHITECTURAL VENEER ATTACHMENTS A. These drawings must be used in conjunction with the architectural drawings to A. All architectural veneer and wall coverings are to be attached .to the clean define the requirements For construction. supporting wall system per the requirements of IBC Section 1405 "Installation of B. Do no scale drawings. Wall Coverings ": G. in the opinion of the Contractor, any items that appear to be deficiencies, No. 2 DOUG. FIR omissions, contradictions or ambiguities In the drawings, should be brought to the IX, PRE - ENGINEERED WOOD TRUSSES attention of the Architect and /or Structural Engineer, A. See architectural drawings for roof slopes and /or truss configurations. No. 2 DOUG. FIR Review structural drawings for intended truss placement and support locations, 11, CODES AND'5PECIFIGATIONS No truss shall be modified without the Truss Manufacturer's approval. A. international Building Code (1130) - 2003 Edition B. Individual trusses and truss spacing to be designed by the Truss Manufacturer. IOd NAILS ®3 . The truss spacings .shown on plan are maximum spacings. The Truss Manufacturer 111. DESIGN CRITERIA may space trusses closer together as required by the Individual truss design. A. Wind 3 Second Gust Wind Speed = Q0 MPH 1/4" MAX. 5AW GUT Exposure = G G. The pre - engineered roof truss members shall be designed to support the Building Category II; Iw 1,00 following loads In addition to the dead load of the member as applicable. b. Slabs on grade 3000 psi unexposed slabs I. 35 psF roof snow load plus drifting as Indicated on plans. B. Seismic Ss 60.6R5g 5 = 0.5318 2. 12 psf dead load top chord. _ 51 Iq.35Kg 5p 0.2618 3. 8 psf dead load bottom chord. IE = 1.00 5e {smlc Use Group= 1 4. Applicable wind load per wind load design criteria. Site Glass= D Seismic Desl9gn Category = D shop drawings and 'design R= 6.5 V =GBH= 0.082W D. The calculations shall be produced by, or under the Light Frame Bearing Wails With Wood Shear Panel System Equivalent Lateral Force Analysis Method supervision of a reg istered Professional Engineer. The shop drawing svbmlttal to the Contractor shall include the Following: content less than 1496 unless otherwise noted. 4. FASTENER 5PAGIN6 ® 2" O.C. OR LE55 REG2UIRE5 Percentage of roof snow used for design = 20% 1. Truss placement plan. 7" EMBED 2. Truss design drawing for each truss, stamped and signed by a registered G. Live Loads per IBC Sec. 1607 Uniform (osf) r Professional Engineer licensed in the state in which the project will be I. Ground snow 50 constructed. 2. Roof (snow Load, IsGe,Gt = LO) 35 3. Slab on 100 3. Connection requirements For truss to truss girder, truss plyy to ply and field splices shall be designed by Truss Manufacturer and submitted with shop grade 4. lateral 5 2x6 Interior wall pressure - .drawings. Contractor shall provide such connection requirements on .r specified in shop submittals. D. Dead Loads Uniform (990 1. Framing system 20 (R ) 4, Contractor shall provide all permanent bracing re quirements for the structure, incIudln the trusses as indicated In structural drawings and shop ' drawings. The lateral bracing shall be anchored to solid and walls or E. Design Assumptions permanent diagonal bracing. I Soil beortn assumed to be 1500 sf for columns and wall footin s WOOD HEADER 50HEDULE NOTE: ALL HEADERS ARE BELOW FLOOR OR ROOF LINE (U.O.N) MARK HEADER 51ZE MATERIAL CRIPPLE STUD 1 REMARKS V4 HI 2- 2x8 No. 2 DOUG. FIR 1= 2x6 before preceeding. WH2 3- 2x8 No. 2 DOUG. FIR 1- 2x6 F. No truss shall be modified without the Truss Manufacturer's approval. F. Allowable Stresses (unless otherwise noted) IOd NAILS ®3 . - TOOLED JOINT OR 1. Concrete f'c (® 28 days) DBL. 2x KING STUD 1/4" MAX. 5AW GUT a. Footing and Foundation walls 3000 psi A. ® OPENING GREATER Z b. Slabs on grade 3000 psi unexposed slabs Z AFTER POUR I THAN 6-o" Z WOOD HEADER 4 01 I Q 2x CRIPPLE STUD 2X(5 m 2x KING STUD ONE 51DE for exposed slabs (5EE 50HED) content less than 1496 unless otherwise noted. 4. FASTENER 5PAGIN6 ® 2" O.C. OR LE55 REG2UIRE5 ROUGH OPENING W 7" EMBED d d n 5EE ARCH. DW65. B. I6d NAILS ® 12" ' drawings. The lateral bracing shall be anchored to solid and walls or E. Design Assumptions permanent diagonal bracing. I Soil beortn assumed to be 1500 sf for columns and wall footin s WOOD D I /��HR�G1� SGH�DUL� as per IBC Table 1804.2 based upon a clay sandy clay, silty clay, clayey silt, sandyy slit type soli. Any variations encountered, different from the E. Contractor shall provide blocking at all truss support locations and V -notch blocking required at vent - locations: See Typical Vent Blocking MARK silt and soil type shoii be brought to the attention of Gds Structural Engineers TH as all Detail 2/9-1. REMARKS LONGITUDINAL ANCHOR - WALL before preceeding. 7/16" APA RATED NAILING (0.131"(1) x 21/2" MIN.) 051 4 F. No truss shall be modified without the Truss Manufacturer's approval. F. Allowable Stresses (unless otherwise noted) DETAIL - TOOLED JOINT OR 1. Concrete f'c (® 28 days) X. TIMBER 1/4" MAX. 5AW GUT a. Footing and Foundation walls 3000 psi A. All wood and timber construction that is part of this project shall comply with the V b. Slabs on grade 3000 psi unexposed slabs Z AFTER POUR Timber Construction Manual of the AITO. Other members with equivalent ,size and SHEATHING 4000 psi exposed to freeze /thaw 4 01 strength can be substituted only If documentation Is provided to substantiate @ 4' -0 " O.G. Provide 5% -795 air entrainment 2X(5 m capacity of new product. All wood framing members shall have a moisture ONE 51DE for exposed slabs (5EE 50HED) content less than 1496 unless otherwise noted. 4. FASTENER 5PAGIN6 ® 2" O.C. OR LE55 REG2UIRE5 2. Reinforcing steel A5TM A615 Grade 60 W 7" EMBED d d n 3. Wood framing B. Notching of any structural member other than that shown on the drawings Is ® 5UPPORT5 a. Stud walls Construction Grade Douglas Fir 5W prohibited. See Detail 2/5 -2 for Allowcible Penetration In Light Framed 2x Lumber. 2x6 b. 2x joists No. 2 Douglas Fir YE5 .r COMPACTED GRANULAR FILL PAINT JOINT W/ BOND C. There.sholi be at least two nails at each contact point, with 8d thru I" material, IV. GENERAL STRUCTURAL NOTES 2- I6d I6d thru 2" material and 40 -hod thru 3" material. A. All footings shall bear on undisturbed soil or rock. The foundation shall bear on COMPACTED 501E PANE JOINT 6" #4 0 12" o.c. #4 a 18" o.c. the some soil type throughout the entire structure. A minimum distance of V -O" D. Wherever possible nails should be driven perpendicular to the grain Instead of CONCRETE SLAB ON GRADE DETAILS shall be maintained From finished grade to the bottom of ail concrete footings., (2) toe nailed. B. Caution shall be, not to undermine adjacent existing footings. See E. All wood materials in direct contact with concrete or masonry or within 6" of soil Place steel In center of wall and dowel all vertical reinforcement Into the footing Allowable Trenching and Utility Placement Detail 1/5 - 2. shall be pressure treated wood or wood of natural resistance to decay. G. Contractor shall verify ail dimensions In the field, any variation from the drawings F. Where wood tends to split, holes for nails shall be bored a diameter smaller (5) shall be brought to the attention of the Architect. Any proposed field changes (6) than .that of the nails. (7) shall have prior approval from the Architect. AT ALL UNSUPPORTED PANEL ED6E5 FOR NAILING, INGLUDING PANEL EDGE5 ABOVE AND BELOW OPENINGS. (8) ANCHOR BOLT MAY BE DRILLED INTO THE CONCRETE. USE SAME DIAMETER 51MP50N WEDGE ALL G. Roof and floor sheathing face grain must be perpendicular to Its supports. D. Adequate shoring and bracing of all structural members during construction shall VI. REINFORCING 5TEEL be provided. H. All wall studs shall be continuous From floor to roof diaphragms. E. BackFili under slabs and footings shall be with approved material. Place fill in e" c15% I. Roof and wall diaphragm sheathing nails or other approved sheathin be driven that their head is flush the maximum loose lifts and compact to maximum dry density In accordance with connections shall so or crown with surface A5TM D1557, of the sheathing. V. CONCRETE A. Concrete be type conforming to A5TM GL14. No J. All wood connection hardware shown on plans Is based upon Simpson Strong Tie Ec�vlvaient hardware may be used upon approval of the Architect. All shall of ready mix special Inspection Is based IBC Section 1 104.4. products. hangers are to match the width and depth of framing members with correct required upon . Nk VENT 5PAGE slope and skew where applicable. Fill all nail holes unless otherwise noted. All B. When the average dollyy temperature Is expected to drop below 40° F for 3 or Simpson connectors in contact with pressure treated wood shall be Simpson ? more successive days, the concrete shall comply with the Gold Weather Zmox (6185) connectors In lieu of standard Simpson galvanized coating. Concreting Standard (AGI 306). Place no concrete against frozen earth. K. For Alternate Staple Schedule see Sheet 5 -1. G. Splices of reinforcement at points of maximum stress shall be avoided. All longitudinal reinforcement In beams and headers shall be continuous without splices WOOD D I /��HR�G1� SGH�DUL� GONGizETE SLAB SCHEDULE MARK ON PLAN DENOTES TOP OF SLAB (U.O.N.) MARK SLAB THIGKNE55 TH REINFORCEMENT REMARKS LONGITUDINAL ANCHOR TRANSVERSE WALL (TH) 7/16" APA RATED NAILING (0.131"(1) x 21/2" MIN.) 051 4 1" #4 ® 24" O.G. WASHERS #4 ®24" O.G. DETAIL - TOOLED JOINT OR W Y 1/4" MAX. 5AW GUT u 15t. POUR 2nd. POUR v WITHIN 24 HOURS V (q) Z AFTER POUR 3/4" MIN. SHEATHING 5W 4 01 2x6 @ 4' -0 " O.G. YE5 2X(5 m REINFORCEMENT ONE 51DE 1A (5EE 50HED) 0 4. FASTENER 5PAGIN6 ® 2" O.C. OR LE55 REG2UIRE5 16" O.G. W 7" EMBED d d n d Q. 1 ® 5UPPORT5 2- Ibd endnalls each end 5W LUI 2x6 5/8 (P ® 2' -8" O.G. YE5 UNBLOCKED DIAPHRAGM COMPACTED GRANULAR FILL PAINT JOINT W/ BOND 4" O.G. 12" O.G. BREAKER PRIOR TO 2- I6d UNDISTURBED OR SECOND POUR 7" EMBED COMPACTED 501E PANE JOINT 6" #4 0 12" o.c. #4 a 18" o.c. TYPICAL CONTROL JOINT (GGJ) TYPICAL CONSTRUCTION JOINT (CO-1) CONCRETE SLAB ON GRADE DETAILS WOOD D I /��HR�G1� SGH�DUL� (5EE FRAMING PLAN FOR 5HEAR WALL HOLDOWN5) MARK I. ' /' t-� Y `iOOL/ t � WALL SCHEDULE (SEE APPROPRIATE 5EGTION5 FOR BOTTOM PLATE NAILING 5HEATHIN6 OR BOLTING) NAILING lU (0.131" (Px2 1/2" MIN. U.O.N.) bar Into Intersecting wall. Use some size bar and spacing as horizontal wall HA _ L SILL PLATE /BOTTOM ANCHOR 2x2x3116 PLATE WALL TOP PLATE 7/16" APA RATED NAILING (0.131"(1) x 21/2" MIN.) MARK STUDS PLATE BOLTS WASHERS BLOCKING DETAIL - 3- 8d toenail o each bearing ED6E5 INTERMED. BUILDING EDGE5 2- 8d endnatl from rim to joist or truss (1) (2) (5) (q) (5) (CO) SHEATHING 5W 2x6 @ 2x6 @ 4' -0 " O.G. YE5 2X(5 m 1/5 -1 ONE 51DE �� 6 O.G. �� 12 O.G. i 4. FASTENER 5PAGIN6 ® 2" O.C. OR LE55 REG2UIRE5 16" O.G. PANEL EDGE 7" EMBED Blocking between studs PANEL JOINT 1 ® 5UPPORT5 2- Ibd endnalls each end 5W 2x6 @ 2x6 5/8 (P ® 2' -8" O.G. YE5 UNBLOCKED DIAPHRAGM 1/5 -1 ONE SIDE 4" O.G. 12" O.G. Lower plate to top of stud 2- I6d I6" O.G. Wall Size Horizontal Reinforcement Vertical Reinforcement 7" EMBED I6d o 16 o.c. PANE JOINT 6" #4 0 12" o.c. #4 a 18" o.c. Upper plate to lower plate o 146rsectlon 3- 16d (1) U5E GON5TRUGTION GRADE DOUGLA5 FIR. (2) U5E PRE55URE_ TREATED WOOD WHEN IN CONTACT WITH CONCRETE. (3) U5E A307 5TEEL. DO NOT REGE55 NUT AND WASHER INTO SILL PLATE. MINIMUM 2 ANCHOR BOLTS PER PIECE. LOCATE ANCHOR BOLTS 10" FROM EACH END OF PIECE. CONTRACTOR MAY USE Place steel In center of wall and dowel all vertical reinforcement Into the footing 51MP5ON 5ET HIGH STRENGTH EPDXY W/ 6" MIN. EMBED. IN LIEU OF ANCHOR BOLTS. USE A307 THREADED ROD W/ SAME DIAMETER d 5PAGIN6 A5 ANCHOR BOLT. (4) U5E A36 5TEEL. DO NOT REGE55 INTO 51LL PLATE. IF PLATE WA5HER5 ARE NOT REQUIRED, I6d o 16" o.c. staggered U5E 5TANDARD WA5HER5. (5) AT BEARING WALLS (BW) ONLY, BLOCKING MAY BE ELIMINATED IF WALL 5HEATHIN6 15 APPLIED. (6) WHERE TOP PLATE 15 GUT OR D15GONTIN0005, STRAP ACROSS BREAK WITH 51MP5ON MST37 STRAP. (7) SHEATHING TO BE PLYWOOD OR 058. (VERTICAL OR HORIZONTAL ORIENTATION.) PROVIDE BLOCKING AT ALL UNSUPPORTED PANEL ED6E5 FOR NAILING, INGLUDING PANEL EDGE5 ABOVE AND BELOW OPENINGS. (8) ANCHOR BOLT MAY BE DRILLED INTO THE CONCRETE. USE SAME DIAMETER 51MP50N WEDGE ALL 2 rows 160 16" o.c. (OR EQUIVALENT) W/ 4 1/2" MIN. EMBED. MINIMUM D15TANCE TO EDGE OF CONCRETE = 3 ". WOOD D I /��HR�G1� SGH�DUL� 0 ON PLAN DENOTES TOP OF 5HEATHING (U.O.N.) MARK SPAN RATING 5HEATHIN6 BLOCKING NAILING lU (0.131" (Px2 1/2" MIN. U.O.N.) bar Into Intersecting wall. Use some size bar and spacing as horizontal wall steel or galvanized. Other nails with proper revised spacing may be used with ICl/32" G -D reinforcement. BOUNDARY ® 6" O.G. ROOF 40/20 APA RATED 5HEATHING NONE SUPPORTED ED6E5 @ 6" O.G. INTERMEDIATE ® 12" O.G. (1) 51MP50N OUIK DRIVE W5NTL WOOD 56REW 15 AN EQUIVALENT SUBSTITUTE. L BOUNDARY NAILING G. Reinforcement shall be accurately placed and adequately supported before ® 6" O.G. - 3- 8d toenail o each bearing ® 5HEAR WALL5 AND Construction In large areas of slab on grade shall be placed In long strip feet. 20 feet BUILDING EDGE5 2- 8d endnatl from rim to joist or truss ® 2 1/2" O.G. construction ashton In widths not to exceed 0 Control joints at 5HEATHIN6 PANELS I ' NONE maximum shall be saw cut transverse to the length. See Concrete Slab on Grade NO BLOCKING 3- 8d toenail to support plate or joist NONE Details 5 -1. and 2x trusses PANEL JOINT G. All construction joints shall be located Bo as not to Impair the strength of the EDGE NAILING 2- Ibd endnalis or 4 -8d toenails:; SUPPORT5 15 ® 12" O.G. 5UPPORTED 4. FASTENER 5PAGIN6 ® 2" O.C. OR LE55 REG2UIRE5 NOMINAL 3x MEMBER. PANEL EDGE - --+- -- Blocking between studs INTERMEDIATE NAILING 1 ® 5UPPORT5 2- Ibd endnalls each end H. WOOD FRAMING + UNBLOCKED DIAPHRAGM Double top plates D I AFHRACCM 7"rF I GAL HORIZONTAL N� I L 11\lG. Lower plate to top of stud between supports. Minimum overlap for lapped splices shall be as follows: NAILING SCHEDULE #4 - 24 "; #5 - 30" All nails in this schedule may be sinker, box or pneumatic driven nails unless ALTERNATE STAFLE SGHr FOR AFA RATED SHEATH I N6 otherwise specified. All fasteners exposed to weather or moisture and /or D. All continuous reinforcement shall terminate with 1 10° return or separate corner fasteners less than 1/2 "0 driven Into pressure treated lumber shall be stainless A5 SPECIFIED IN bar Into Intersecting wall. Use some size bar and spacing as horizontal wall steel or galvanized. Other nails with proper revised spacing may be used with 1600 JOHN ADAMS PARKWAY, SUITE 200 IDAHO FALLS, IDAHO 83401 PHONE: (208) 523 -6918 FAX: (208) 523 -6922 PROJECT NUMBER: 07323 COPYRIGHT 2007 reinforcement. written approval of the Architect. 15 GAUGE E. All vertical reinforcement In piers and walls shall be doweled from the footing or CONNECTION FASTENING „ ti structure below with rebor of the some size and spacing as required above. L DPL. BOUNDARY NAILING G. Reinforcement shall be accurately placed and adequately supported before ® 6" O.G. 2x joists and 2x trusses . 3- 8d toenail o each bearing F. Construction In large areas of slab on grade shall be placed In long strip feet. 20 feet ® 3 1/2'.' O.G. 2- 8d endnatl from rim to joist or truss ® 2 1/2" O.G. construction ashton In widths not to exceed 0 Control joints at ® 3 O.G. m 2 O.G. NONE maximum shall be saw cut transverse to the length. See Concrete Slab on Grade Blocking between 2x Joists 3- 8d toenail to support plate or joist NONE Details 5 -1. and 2x trusses or truss G. All construction joints shall be located Bo as not to Impair the strength of the Studs to bottom (sole) plate 2- Ibd endnalis or 4 -8d toenails:; SUPPORT5 15 ® 12" O.G. structure. Unless noted on the drawings, all reinforcement shall be continuous 4. FASTENER 5PAGIN6 ® 2" O.C. OR LE55 REG2UIRE5 NOMINAL 3x MEMBER. VENT BLOCKING through the joints. Each construction joint shall be keyed. Blocking between studs h 2 - 8d toenail eac end o r 1 Exposed to earth or weather - 5 and smaller... 1 -1/2" Not to 3/4" 2- Ibd endnalls each end H. No aluminum products shall be embedded In the concrete. + Double top plates exposed earth or weather - slabs, walls... I. Unless otherwise noted reinforce all concrete walls as follows: Lower plate to top of stud 2- I6d Wall Size Horizontal Reinforcement Vertical Reinforcement - Upper plate to lower plate - stag gered .. I6d o 16 o.c. 6" #4 0 12" o.c. #4 a 18" o.c. Upper plate to lower plate o 146rsectlon 3- 16d q" #4 a 12" o.c. #4 a 18" o.c. Upper plate to lower plate o splice point I6d o 4" ox.. staggered (Minimum lap: 4'-0" staggered splices) Place steel In center of wall and dowel all vertical reinforcement Into the footing below with the some dowel size and spacing as vertical reinforcement. All footing Bullt- up oorner studs I6d o 16" o.c. staggered dowels shall have at least 40 diameters embedment Into the wall above. 2x bunt -up beams d headers J. All exterior vertical concrete surfaces below finished grade, where In contact with 2x10 or less In depth 2 rows 160 16" o.c. earth, shall be protected with an asphaltic coating. VI. REINFORCING 5TEEL A. Welding or tack welding of reinforcing bars to other bars, plates, angles, etc. Is prohibited. ALTERNATE STAFLE SGHr FOR AFA RATED SHEATH I N6 EDGE NAIL 5PAGIN6 STRUCTURAL ENGINEERS r of B. All detailing, Fabrication and placing of reinforcing b a rs s a co nform to the AGI MINIMUM A5 SPECIFIED IN FASTENERS Manual of Standard Practice for Detailing Reinforcing Concrete Structures 1600 JOHN ADAMS PARKWAY, SUITE 200 IDAHO FALLS, IDAHO 83401 PHONE: (208) 523 -6918 FAX: (208) 523 -6922 PROJECT NUMBER: 07323 COPYRIGHT 2007 THE WOOD WALL 14 GAUGE 15 GAUGE 16 GAUGE OR DIAPHRAGM TO COLUMN REMARKS ti 5CHEOULE5 L DPL. BOUNDARY NAILING G. Reinforcement shall be accurately placed and adequately supported before ® 6" O.G. ® 5 1/2" O.G. ® 5" O.G. ® 3 112" O.G. ® 4" O.G. ® 3 1/2'.' O.G. @ 3" O.G. ® 2 1/2" O.G. ® 5" O.G. ® 3 O.G. m 2 O.G. NONE ® 2" O.G. NOi : NONE . NONE STRAP TIE ; I: ROOF 5HEATHIN6 NAILS L!3 NOTE: I. ALL 5TAPLE5 TO HAVE 716" MIN. GROWN WIDTH. 2. ALL STAPLE 5PAGING AT INTERMEDIATE PANEL SUPPORT5 15 ® 12" O.G. 3. MINIMUM PENETRATION FOR ALL STAPLE GAUGES 15 1 1/2 ". 4. FASTENER 5PAGIN6 ® 2" O.C. OR LE55 REG2UIRE5 NOMINAL 3x MEMBER. APPROVEU city Of Rexburg 1. , E� G&S STRUCTURAL ENGINEERS r of B. All detailing, Fabrication and placing of reinforcing b a rs s a co nform to the AGI MINIMUM MINIMUM FASTENERS Manual of Standard Practice for Detailing Reinforcing Concrete Structures 1600 JOHN ADAMS PARKWAY, SUITE 200 IDAHO FALLS, IDAHO 83401 PHONE: (208) 523 -6918 FAX: (208) 523 -6922 PROJECT NUMBER: 07323 COPYRIGHT 2007 NUMBER TYPE (AGI 315). CHK. BY: MA COLUMN TO COLUMN REMARKS ti L DPL. BOUNDARY NAILING G. Reinforcement shall be accurately placed and adequately supported before 4' -0" MIN. LAP Z HDI EACH SIDE OF OPENING concrete is placed, and shall be secured against displacement. Location of - 14" 2- 2x 38 Ibd NAILS 5HEARWALL EDGE NAILING FULL HEIGHT OF reinforcement shall be as indicated on the drawings. The Following protection for reinforcement shall be provided 10 - - - =- - . - STRAP TIE ; I: ROOF 5HEATHIN6 NAILS L!3 L.•/3 L/3 BOUNDARY NAILING MI I m mu over: n G Gast against and permanently ex posed to earth.,...... 3" FLOOR OR ROOF LINE I6d NAILS 4 �� O G. : ® STAGGERED o d e VENT BLOCKING HOLDONN T1'FE A 1 Exposed to earth or weather - 5 and smaller... 1 -1/2" Not to 3/4" . FRAMING MEMBER exposed earth or weather - slabs, walls... JOIST SPACE I • Q Nk VENT 5PAGE APPROVEU city Of Rexburg 1. , E� G&S STRUCTURAL ENGINEERS 4 Q, ✓ MINIMUM MINIMUM FASTENERS OF •� D A� • 1600 JOHN ADAMS PARKWAY, SUITE 200 IDAHO FALLS, IDAHO 83401 PHONE: (208) 523 -6918 FAX: (208) 523 -6922 PROJECT NUMBER: 07323 COPYRIGHT 2007 NUMBER TYPE DRAFTER: ALK DESIGNER: MA CHK. BY: MA HOLDOWN SCHEDULE MODEL HOEDOWN ANCHOR MINIMUM MINIMUM FASTENERS MARK NUMBER TYPE BOLT EMBEDMENT COLUMN TO COLUMN REMARKS DIAMETER IN CONCRETE SIZE Z HDI 5THD14 A - 14" 2- 2x 38 Ibd NAILS 5HEARWALL EDGE NAILING FULL HEIGHT OF HOLDOHN COLUMN WOOD COLUMN 51MP5ON STRAP TIE ; I: SEE SCHEDULE •' NAILS I PRESSURE TREATED SILL PLATE �• I I , o d e d HOLDONN T1'FE A IU v m m o �_< o 0 U _ < o J d U 0� z VL V1 O W � O V1 W V1 F�--i h� W o � w A N A�D o a. a �W o a z � o 0 Z O !� I I I I Nei 1 4 v WOOD BEAM BOUND L ROOF 5R L/3 L/3- Lr3 SEE NOTES FOR q" MIN. NO NOTCHING d d/3 MAX 5/8 : MIN. G REINF. AROUND ALLOWED _ 51MP5ON AG OPENING d/6 d/3 AF d' 4 : - d DBL. TOP PLATE 51MPSON MST3� FOOTING i 5 4" O.G. NO PIPE 4" MIN. d I 6 5TA d NAIL .4 THRU FTC. d /4 . * = J 6G D6E ERED a . n • d/6 �0 MAX. ,, d/3 • 15 z� GONG. FILL TO NOTCHING OF ROOF OR FLOOR JOIST WOOD COLUMN z 4 2x BLOCKING BE IN PLACE 4 ' O:: 0 W SHE rcl;o`� NG. BEFORE FT6. d/ .C: FULL ALL ATHIN6 —� ILL TO B I = 2" MIN. HEIGHT OF COLUMN CO BASE SAME WIDTH d/3 O R S POURED ` � I WOOD BEAM AS FT6. IF PIPE OR DUCT INTERFERES Q 10 0 WITH FOOTING AND PIPE OR MAX. d BUILT UP WOOD COL. GRADE DUCT CANNOT BE DROPPED, . CONTACT ENGINEER. NOTCHIN6 4 HOLE - ° a RERPEND I GULAR TO FOUNDATI 2" MIN. E�ORIN6 OF EXT. F NAILS @ 12" O.G. ° GRADE 11/2" MIN. OR BEARING WALL WOOD STUD WALL STAGGERED I' -6" MIN. BEARING TYP. �' D BEAM PARALLEL TO WALL �� %�� %y /� % \� % / / BACK HOLE BORIN6 OF ROOF OR FLOOR JOIST I6d NAILS ® 4" FILL STAGGERED BOTH _ DBL. TOP PLATE AM .. ° \ \ \ d Z TRENCH > . . PIPE OR / 0. DUCT a \j e ° `�\\ ' d e 51 ZE SCHEDULE MEMBER d/3 d/4 d16 2x_4 11/5 1 5/8 2x(o '13/4 15/8 7/6 2x8 25/5 15/4 11/8 2x10 3. 21/4 11/2 2x:2 135/51 2 5/4 17/8 I a PUM *9 PRE - ENGINEERED TRU55 VENT 5LO6KIN6 SEE SECTION 2/5 -1 51MP50N H2.5 EA. WOOD TRU55 DBL. TOP PLATE WOOD STUD WALL ANCHOR BOLT PRE55URE TREATED 51LL PLATE CONCRETE SLAB ON GRADE 1/2" PREMOLDED JOINT FILLER REINFORCED FOOTING I NO EXCAVATION HOLES 4 NOTCHES IN BEAMS BEAM W DTH / \\ \� \� / BELOW TH15 LINE 6 ARE NOT ALLOWED UNLE55 2- 51MP5ON G5 16 (MIN) — 2 ROW5 OF I6d ��/�\ / //� /�\ /� /��� /� 3 GLR. *_ 12 OTHE?YVISE APPROVED IN . . NAILS 6 12" O.G. a WRITING BY ENGINEER WOOD STUD sTA \ PARALLEL TO FOUNDATION R NOTCHING OF DOUBLE TOP PLATE G6 ED \ \ \ \ \ \ BEAM PERPENDICULAR TO WALL ALLOI�ABLE TRENCH I ALLOV�A5LE FEN ETRATI ON I N 2 E3EAM TO COLUMN GONNl=GT I ON 5r-GTI ON 4 5EGT I ON 5 m UTILITY ' L G M N T D T I L 5� LIGHT R M 17 2 x L U M 3 R 5 - � I N VN O O D. STUD VNA L L s -2 SCALE : 3/4" = I' -O" s _ 2 SCALE : 3/4" = I' -O" s -2 L L MIN. L L MIN. WOOD JOIST WOOD J015T ROOF SHEATHING 2x BLOCKING ® 4' -0" O.G. ROOF. SHEATHING • BOUNDARY NAILING BOUNDARY NAILING BLOCKING 3- I6d NAILS 4- I6d NAILS BLOCKING 3- I6d NAILS 4- Ibd NAILS -- - BOUNDARY NAILING EDGE BOARD EDGE BOARD 2x BLOCKING ® 4' -0" O.G. ROOF SHEATHING SIMPSON H25 i 51MP50N H25 BOUNDARY NAILING FRAMING ANCHOR FRAMING ANCHOR ® EACH J015T ® EACH JOIST ROOF 5HEATHING I DROPPED TOP DROPPED TOP I J 1 PRE- ENGINEERED PRE- ENGINEERED CHORD TRUSS i CHORD TRUSS I I 1 TRU55 TRUSS 2x4 W/ 2= Ibd NAILS 2x4 W/ 2- I6d NAILS WOOD BEAM WALL SHEATHING I 0 EA. GONTAGT.POINT WALL 5HEATHING ®. EA. CONTACT POIN _ II - -- - -- BLOGKI . , . - EDGE BOARD . VENT BLOCKING 5E SEE 5EGTION 2/5 -I PRE- ENGINEERED PRE-ENGINEERED 51MP50N H2.5 ® 51MP50N H25 ® 2 - 51MP50N A35 WOOD TRU55. WOOD TRU55 ARCH. VENEER EA. WOOD TRU55 EA. WOOD TRU55 ®EACH BLOCKING DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2x BLOCKING ®4 O O.G. E DG BOARD E WOOD STUD WALL 2x BLOCKING ®4 -O O.G. WOOD STUD WALL WOOD STUD WALL WOOD STUD WALL . ANCHOR BOLT ARCH. ANCHOR BOLT ANCHOR BOLT WALL 5HEATHIN6 V ENEER ANGHO R BOLT PRE55URE TREATED X:PRE55URE TREATED 'PRE55URE TREATED PRESSURE TREATED ARCH. VENEER SILL PLATE ARCH. VENEER SILL PLATE SILL PLATE WALL 5HEATHING ' SILL PLATE CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB ON GRADE ON GRADE - ON GRA D E ON GRADE e GRADE GRADE ° GRADE— GRADE A q" R e o q" REINFORCED RE WALL 1/2 PREMOLDED q" REINFORCED e a .. cl" REINFORCED A4 CONCRETE L a s " C d. „ d. � I/2 PREMOLDED RE INFORCED CONCRETE WALL d. I/2 PREMOLDED CONCRETE WALL d. JOINT FILLER JOINT FILLER 1/2 PREMOLDED ON ETE WA L CONCRETE JOINT FILLER E JOINT FILLER ALTERNATE HOOK ALTERNATE HOOK REINFORCED a - ALTERNATE HOOK DIRECTION HOOK REINFORCED DIRECTION REINFORCED REINFORCED FOOTINC7 DIRECTION FOOTING DIRECTION FOOTING FOOTING APPROVED City of Rexburg .. a .. aq p e � 9�J y °. s _� °. s.� d t— ' d Mf ° d. s . n d. ./VIY t .1 !�p# \� v v SGTION 8 m SGT101�1 r 5EGTION m SGTION m m ' • . LE : 3/4" = I' -O" S -2 SCALE : 3/4" = I' -O" 5 -2 SGA A r SCALE : 3/4" = I' -O 55 , SCALE : 3/4" I 5 -2 �drAL STRUCTURAL G ENGINEERS 1FJr(J✓I CIF �•' D �'�� • SIDES OF BE 1600 JOHN ADAMS PARKWAY, SUITE 200 IDAHO FALLS, IDAHO 83401 PHONE: (208) 523 -6918 FAX: (208) 523 -6922 PROJECT NUMBER: 01323 COPYRIGHT 2 00 7 DRAFTER: ALK DESIGNER: MA CHK. BY: MA a e 6" RE INFORGED WOOD BEAM ? d 12") GONG. PIER CONCRETE WALL --� I REINFORCED 0 W/ 4- #5 VERT. 2x STUD EACH FOOTING 4 #3 TIES @ 10" O.G. ALTERNATE NOOK TOP PLATE CONFIGURATION MAY SIDE OF BEAM N DIRECTION VARY. IF NOT CONTINUOUS, 2x BUILT -UP WOOD PROVIDE SIMPSON M5T3-7 STUD COLUMN IN e ACROSS BEAM. FRAMED WALL 4 : a. ,�\�• SPACER TO MATCH r I a PUM *9 PRE - ENGINEERED TRU55 VENT 5LO6KIN6 SEE SECTION 2/5 -1 51MP50N H2.5 EA. WOOD TRU55 DBL. TOP PLATE WOOD STUD WALL ANCHOR BOLT PRE55URE TREATED 51LL PLATE CONCRETE SLAB ON GRADE 1/2" PREMOLDED JOINT FILLER REINFORCED FOOTING I NO EXCAVATION HOLES 4 NOTCHES IN BEAMS BEAM W DTH / \\ \� \� / BELOW TH15 LINE 6 ARE NOT ALLOWED UNLE55 2- 51MP5ON G5 16 (MIN) — 2 ROW5 OF I6d ��/�\ / //� /�\ /� /��� /� 3 GLR. *_ 12 OTHE?YVISE APPROVED IN . . NAILS 6 12" O.G. a WRITING BY ENGINEER WOOD STUD sTA \ PARALLEL TO FOUNDATION R NOTCHING OF DOUBLE TOP PLATE G6 ED \ \ \ \ \ \ BEAM PERPENDICULAR TO WALL ALLOI�ABLE TRENCH I ALLOV�A5LE FEN ETRATI ON I N 2 E3EAM TO COLUMN GONNl=GT I ON 5r-GTI ON 4 5EGT I ON 5 m UTILITY ' L G M N T D T I L 5� LIGHT R M 17 2 x L U M 3 R 5 - � I N VN O O D. STUD VNA L L s -2 SCALE : 3/4" = I' -O" s _ 2 SCALE : 3/4" = I' -O" s -2 L L MIN. L L MIN. WOOD JOIST WOOD J015T ROOF SHEATHING 2x BLOCKING ® 4' -0" O.G. ROOF. SHEATHING • BOUNDARY NAILING BOUNDARY NAILING BLOCKING 3- I6d NAILS 4- I6d NAILS BLOCKING 3- I6d NAILS 4- Ibd NAILS -- - BOUNDARY NAILING EDGE BOARD EDGE BOARD 2x BLOCKING ® 4' -0" O.G. ROOF SHEATHING SIMPSON H25 i 51MP50N H25 BOUNDARY NAILING FRAMING ANCHOR FRAMING ANCHOR ® EACH J015T ® EACH JOIST ROOF 5HEATHING I DROPPED TOP DROPPED TOP I J 1 PRE- ENGINEERED PRE- ENGINEERED CHORD TRUSS i CHORD TRUSS I I 1 TRU55 TRUSS 2x4 W/ 2= Ibd NAILS 2x4 W/ 2- I6d NAILS WOOD BEAM WALL SHEATHING I 0 EA. GONTAGT.POINT WALL 5HEATHING ®. EA. CONTACT POIN _ II - -- - -- BLOGKI . , . - EDGE BOARD . VENT BLOCKING 5E SEE 5EGTION 2/5 -I PRE- ENGINEERED PRE-ENGINEERED 51MP50N H2.5 ® 51MP50N H25 ® 2 - 51MP50N A35 WOOD TRU55. WOOD TRU55 ARCH. VENEER EA. WOOD TRU55 EA. WOOD TRU55 ®EACH BLOCKING DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2x BLOCKING ®4 O O.G. E DG BOARD E WOOD STUD WALL 2x BLOCKING ®4 -O O.G. WOOD STUD WALL WOOD STUD WALL WOOD STUD WALL . ANCHOR BOLT ARCH. ANCHOR BOLT ANCHOR BOLT WALL 5HEATHIN6 V ENEER ANGHO R BOLT PRE55URE TREATED X:PRE55URE TREATED 'PRE55URE TREATED PRESSURE TREATED ARCH. VENEER SILL PLATE ARCH. VENEER SILL PLATE SILL PLATE WALL 5HEATHING ' SILL PLATE CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB ON GRADE ON GRADE - ON GRA D E ON GRADE e GRADE GRADE ° GRADE— GRADE A q" R e o q" REINFORCED RE WALL 1/2 PREMOLDED q" REINFORCED e a .. cl" REINFORCED A4 CONCRETE L a s " C d. „ d. � I/2 PREMOLDED RE INFORCED CONCRETE WALL d. I/2 PREMOLDED CONCRETE WALL d. JOINT FILLER JOINT FILLER 1/2 PREMOLDED ON ETE WA L CONCRETE JOINT FILLER E JOINT FILLER ALTERNATE HOOK ALTERNATE HOOK REINFORCED a - ALTERNATE HOOK DIRECTION HOOK REINFORCED DIRECTION REINFORCED REINFORCED FOOTINC7 DIRECTION FOOTING DIRECTION FOOTING FOOTING APPROVED City of Rexburg .. a .. aq p e � 9�J y °. s _� °. s.� d t— ' d Mf ° d. s . n d. ./VIY t .1 !�p# \� v v SGTION 8 m SGT101�1 r 5EGTION m SGTION m m ' • . LE : 3/4" = I' -O" S -2 SCALE : 3/4" = I' -O" 5 -2 SGA A r SCALE : 3/4" = I' -O 55 , SCALE : 3/4" I 5 -2 �drAL STRUCTURAL G ENGINEERS 1FJr(J✓I CIF �•' D �'�� • 1600 JOHN ADAMS PARKWAY, SUITE 200 IDAHO FALLS, IDAHO 83401 PHONE: (208) 523 -6918 FAX: (208) 523 -6922 PROJECT NUMBER: 01323 COPYRIGHT 2 00 7 DRAFTER: ALK DESIGNER: MA CHK. BY: MA Q Uj m O =Q 0 0 tWi OC l < O N I--i O c� vi W � r V O r U� W V 1 H W W � w z oo w o a Q m 'z C9 w Z z a W , o a. z � o Qa w 0 O V) UPPER VALLEY OPTIONS A in the Rexburg Business Park Rexbur -i r rI n 1i n 6� T PROJECT NO- 08088 Civil Site Drawings April 2008 � 118 2 X 30103 0 c of LiN 'W" F �E� VICINITY MAP LOTS 1 AND 10 REXBURG BUSINESS PARK 1788 NOR O cli Ld D > >- < A < z D 0 m f) W -i PROJECT In PROFIT STREET LOCATION-- DIVIDEND DRIVE CEMETERY ROAD ------ LOCATION MAP 0 Designed By Schiess & Associates ENGINEERING • PLANNING - LAND SURVEYING *61 7103 SOUTH 45TH WEST 135 E. MAIN STREET IDAHO FALLS, ID 83402 REXBURG,ID 83440 OFFICE: (208) 522-1 OFFICE: (208) 356-6092 DEQ NOT REQUIRED I FAX: (208) 522-9232 FAX: (208) 356-6468 1 I �t Schiess & As soc iat es ENGINEERING • PLANNING • LAND SURVEYING 7103 SOUTH 45TH WEST 135 E. MAIN STREET IDAHO FALLS, ID 83402 REXBURG, ID 83440 OFFICE: (208) 522 -1244 OFFICE: (208) 356 -6092 FAX: (208) 522 -9232 FAX: (208) 356 -6468 ON AL F jVci STEy CT 8842; O 9 Ci 4T F:OF \D S C O Designed By 0 O ENNI miOM Signature Date NOT REQUIRED 3rMETERY ROAD Entity City of Rexburg DEC) BIRKINBINE PROJECT in the Rexburg Business Park Rexburg, Idaho PROJECT NO. 03205 Civil Site Drawings November 2003 LOTS 1 AND 10 REXBURG BUSINESS PARK 1788 NORTH VICINITY MAP tMIR 0 N N � Q 3 Z 2 0 x 0 m w J PROJECT LOCATION 3rMETERY ROAD Entity City of Rexburg DEC) BIRKINBINE PROJECT in the Rexburg Business Park Rexburg, Idaho PROJECT NO. 03205 Civil Site Drawings November 2003 LOTS 1 AND 10 REXBURG BUSINESS PARK 1788 NORTH VICINITY MAP tMIR INDEX UTILITY & SERVICES CONTACTS CONTACT PHONE # WATER NOTES: COVER G -1 I NDEX /ABBREVIATIONS /CONTACTS 1. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. C -1 OVERALL SITE PLAN CITY OF REXBURG ENGINEERING DEPARTMENT ............................................... ............................... JOHN MILLAR ..................... .......................................... (208) 359 -3020 2. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' FROM DEQ .................................................................................................................................................. ............................... ..........................(208) 528 -2650 ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE OUTSIDE OF DIGLINE (CALL BEFORE YOU DIG) ................................................................................................... ............................... ..........................(800) 342 -1585 EACH PIPE AS OUTLINED IN THE ISPWC 2003, STANDARD DRAWINGS OWNER.......................................................... ............................... .........................SCOTT BIRKINBINE ........................................................ (208) 523 -4500 SD -407. SCHIESS & ASSOCIATES ENGINEER .......................................................................... ............................... MARVIN FIELDING. ................. -.............. .............. .......... (208) 522 -1244 3. EACH BUILDING WILL HAVE A 3/4" WATER METER. PROJECTMANAGER ........................................................... ............................... KURT ROLAND ............................. ......... ........................ (208) 522 -1244 4, COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNERS SPRINKLER IRRIGATION PLAN. LIST OF ABBREVIATIONS BTM BOTTOM CB CATCH BASIN GENERAL NOTES: Di INSIDE DIAMETER DIA. DIAMETER E EAST 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK ARE THE ISPWC 2005 EDITION. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE ISPWC ELEV. ELEVATION STANDARDS. EO EDGE OF OIL FF FINISHED FLOOR 2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE FT FEET PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER IN EACH LOCATION. FW FRONT OF WALK INV INVERT 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT THE L.F. LINEAR FEET ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. MAX. MAXIMUM MIN. MINIMUM 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. MJ MECHANICAL JOINT N NORTH 5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, PE POLYETHYLENE MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING R RADIUS STRUCTURES TO REMAIN, SHALL BE REPAIRED AT HIS EXPENSE. REQ'D REQUIRED S SOUTH 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION SCH SCHEDULE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT STD STANDARD INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPORIATE TBC TOP BACK OF CURB UTILITY COMPANY FIELD- LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT TEMP TEMPORARY AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES TYR TYPICAL DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. W WEST 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. LEGEND 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST El CONTROL MEASURES.PROPOSED MANHOLE EXIST. MANHOLE 9. THE CONTRACTOR SHALL PROVIDE REQ'D TRAFFIC CONTROL SIGNING IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. CURB & GUTTER SS -8 PROPOSED SANITARY SEWER SD - 12 PROPOSED STORM DRAIN -e PROPOSED WATERLINE ss- 8- - - - - -- EXISTING STORM DRAIN SEWER d - -- Sri - IZ - - - -- EXISTING STORM DRAIN STREET NOTES: - - - - -'- e- - - - - -- EXISTING WATERLINE PROPOSED FIRE HYDRANT 1. USE CURB AND GUTTER TYPES SHOWN ON THE PLANS. # m PROPOSED WATER VALVE 2. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C -1315. EXIST. FIRE HYDRANT fa EXIST. WATER VALVE Fly 1 CATCH BASIN A DIRECTION OF DRAINAGE FLOW � L E F PROPOSED LIGHT POLE C EASEMENT �GISTER� LANDSCAPE L CONCRETE 1180 DUMSTER TE pF ©N DRAWN: KAM CHECKED: KJR P SchieSS +& Associates UPPER VALLEY INDEX /ABBREVIATIONS /CONTACTS 08088 DESIGNED: APPROVED: S 9Y KJR MWF OPTIONS ADDITION SHEET NO. NO. REVISIONS DATE Tr,�e yaa�n,e„t a. an pan tne.ear a deta�i a. de e, 9 n ENGINEERING' PLANNING' LAND SURVEYING G cept ie the p p of Sahie l & Ae io tea and CAD NAME: .halt not be copied In any farm ith wout the written HORZ. SCALE: NTS Idoho Falb 522 -12N Re.twrq 356 -6012 G — 1 a�tna.; :at�an of s <n�eee a� A„aaaeee. G -1 vERT. ScnlE NTS CoPYRIGHT02003 Rexbu Idaho INDEX BOTTOM COVER CATCH BASIN G -1 IND EX/AB BREVIATIONS /CONTACTS C -1 OVERALL SITE PLAN D -1 DETAILS D -2 DETAILS LIST OF ABBREVIATIONS BTM BOTTOM CB CATCH BASIN Di INSIDE DIAMETER DIA. DIAMETER E EAST ELEV. ELEVATION ED EDGE OF OIL FF FINISHED FLOOR FT FEET FW FRONT OF WALK INV INVERT L.F. LINEAR FEET MAX. MAXIMUM MIN. MINIMUM MJ MECHANICAL JOINT N NORTH PE POLYETHYLENE. R RADIUS REQ'D REQUIRED S SOUTH SCH SCHEDULE STD STANDARD TBC TOP BACK OF CURB TEMP TEMPORARY TYP TYPICAL W WEST LEGEND • PROPOSED MANHOLE O EXIST. MANHOLE UKAWN: CURB & GUTTER SS -8 PROPOSED SANITARY SEWER SD-12 PROPOSED STORM DRAIN w -B PROPOSED WATERLINE ss -a EXISTING STORM DRAIN SEWER SD -12 EXISTING STORM DRAIN u -a EXISTING WATERLINE DESIGNED KJR PROPOSED FIRE HYDRANT • PROPOSED WATER VALVE 9 EXIST. FIRE HYDRANT 0 EXIST. WATER VALVE ® CATCH BASIN 4-- DIRECTION OF DRAINAGE FLOW 3;t PROPOSED LIGHT POLE — -- — EASEMENT .............................(2 8) 522 -1244 LANDSCAPE D CONCRETE ® DUMSTER UTILITY & SERVICES CONTACTS CONTACT PHONE # WATER NOTES: UKAWN: CHECKED: KJR Schiess & Associates ENGINEERING- PLANNING -LAND SURVEYING Woho Fall, 52Y_12µ Ru 354-804 9 COPYRIGHT C � __._. - - -- _ -- BIRKINBINE PROJECT P r Re Ul g , Idaho INDEX /ABBREVIATIONS /CONTACTS PROIE 03205 ENGINEERING DEPARTMENT .............. .. ..................... ............. ........... rl (208) 359 0 2. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' FROM DEQ .......................... ............................... ........................... ............................... WILLIE TEUSCHER ......................................................... DESIGNED KJR PROVED. PHS N .1 REVISIONS BY DATE Th is document or pe parr Scree, ;„ detail or ee,;9„ concept ;, the properly o, 5chie„ & Associate, and ,hall not be copied in any tors .;moot the wrtten a.thorzat on or Sahie„ & A„o<;ate,. GENERAL SHEET N0. G — 9 1 CAD NAME: G 1 HORZ. SCALE: NTS VERT. SCALE: NT$ UTILITY & SERVICES CONTACTS CONTACT PHONE # WATER NOTES: 1. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. CITY OF REXBURG ENGINEERING DEPARTMENT .............. .. ..................... ............. ........... .. ........ ..... JOHN MILLAR ........................ ....................................... (208) 359 0 2. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' FROM DEQ .......................... ............................... ........................... ............................... WILLIE TEUSCHER ......................................................... (208) 5 —2650 ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE OUTSIDE OF DIGLINE (CALL BEFORE YOU DIG) ............................................................................................................................... ...........................(g00 42 -1585 EACH PIPE AS OUTLINED IN THE ISPWC 2003, STANDARD DRAWINGS OWNER........................................................ ............................... ..........................SCOTT BIRKINBINE ............................. ...........................(208 523 -4500 SD -407. SCHIESS & ASSOCIATES ENGINEER ........... ...................................... ...... �............................................ PAUL SCORESBY............................. .............................(2 8) 522 -1244 3. EACH BUILDING WILL HAVE A 3/4" WATER METER, PROJECTMANAGER ..............................................\\...... ............................... KURT ROLAND.. ........................ .................................... 08) 522 -1244 \ 4. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNERS SPRINKLER IRRIGATION PLAN. GENERAL NOTES: 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK ARE THE ISPWC 2003 \DITION. THE DETAIL DRAWINGS STANDARDS. \ 2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER IN EACH LOCATION. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF C1 ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE SUPPLEMENT THE ISPWC LARGER THAN 1 INCH ARE MON. IN CASE OF CONFLICT THE OF WORK. 5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY AMA DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN, SHALL BE REPAIRED AT HIS EXPENSE. 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY AR ' BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY 0 T ANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRALTO S RE ONSIBILITY TO HAVE THE APPROPORIATE UTILITY COMPANY FIELD — LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CON TRUCTO PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING ILITIES A FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR CONTROL MEASURES. 9. THE CONTRACTOR SHALL PROVIDE REQ'D TRAFFIC CONTROL SIGNING IN ACCO TRAFFIC CONTROL DEVICES. STREET NOTES: 1. USE CURB AND GUTTER TYPES SHOWN ON THE PLANS. DISPOSAL SITES. AND ANY ADDITIONAL REQUIRED FOR TESTING, COMPACTION AND DUST THE LATEST EDITION OP,THE MANUAL OF UNIFORM 2. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C -1315. pN A L FN 2 G 1STER C I 8842 \ 9Ci q TF OF 'y S C C�/ LS MAY 16 2008 - . ......... — ul 'L 31- -A JU�A 1 70p 5'-0" �gnature e-oc' 6" 4" CONCRETE SIDEWALK ate CRUSHED AGGREGATE BASE 6 department approvals may be required � W C ) A-V-- WT e a us-c W5&-jL-:S c,\0 NA L . ..... .... ............ .. (:: C'0\),�*j CD __---6" OF 3/4" -rA CRUSHED AGGREGATE 3�" ASPHALT PLANTMIX PAVEMENT De P'G 2 BASE PRIME nCOAT4" OF 3/4�" N C,\S T ci, 12" GRANULAR BORROW ><LA--ASCAPC PLO" - 2 PARKING LOT CROSS SECTION Aar AP��� -- 4 fz_C 4 1 1802 AS mcrr b b '4 ST--rc PL^ ( E of e-\\ UPPER VALLEY OPTIONS ADDITION Rexburg, Idaho » " V\ \- SITE PLAN CIVIL SITEWORK PROJECT NO. 08088 SHEE � ;88 NO." C I I I I ICHECKED: i -1-1- KAM REVISIONS BY DATE DESIGNED: APPROVED: MWF Schiess & Associates Th;. dog or o port ny ppo th7—f ;n d*toll or d—Ign KJR I --pt th. prprty of S MWF S4 A—ociot.. ..d CAD NAME: h.11 not b. .pld in ory f._ �itho.t th. —Itt.n ou th HORZ. SCALE: 1 " - - 40 ' ENGINEERING- PLANNING -LAND SURVEYING of _ '. _ ch—�� & ori_t )on _ of S A-oolat*.. SITE PL Folls 322-124.4 Rmburg 350—W92 COPMGHT 0 2063 UPPER VALLEY OPTIONS ADDITION Rexburg, Idaho » " V\ \- SITE PLAN CIVIL SITEWORK PROJECT NO. 08088 SHEE � ;88 NO." C I I I I i 3 2 WATER METER C I D -1 " ( 1 100' r w > i 3 m i ID � F o 2 WATER METER D -1 PROPOSED 4" SEWER SERVICE W FW =77.0 W 3 E0 =76.5 �00 U) n d ti w EO =75.5 F- O 9x18 Of PROPOSED 1" 0 WATER SERVICE bbbbb I 24' i l I I I I I I I I I 1 I � I EXISTING FIRE I I I HYDRANT 1 o . - . pt . FW =77.0 ' ' EO =76.5 EO =75.5 �� ` i 9x18 24' 2 WATER METER FF =77.20 D -1 �r 100' r w > r ID � F o 842 FW =77.0 ' ' EO =76.5 EO =75.5 �� ` i 9x18 24' N a vjovo - 5/ PROPOSED 4" SEWER SERVICE j 0 O A 2 WATER METER D -1 FNG/ �55\0NAL o f GIs ER" w > o 842 l� , o 9G� E OF \0 C�l� S C ��� DRAWN: CHECKED: KJR Schiess & Associates ENGINEERING- PLANNING -LAND SURVEYING Iddle FoM 8�2 - 12M Rm" �- BIRKINBINE PROJECT Rexburg Idaho SITE FLAN PRMIECT NO. 03205 3 DESIGNED KJR APPROVED: PHS N0. REVISIONS DRAIN POND &/� This document or any part thereof in detail or design ----Pt I. the props ty of Schim d N._lotes and .hall not be asp ed in any form without the w itt.n outhort Schiess k Nsociales. CIVIL S I T E W O R K M° C- NAAI SITE PLAN HORZ. SCALE: 1 " =4D VERT. SCALE: N/A :anon of CaP'/NIOIff 07003 DRAIN POND & SNOW STORAGE p'� SNOW STORAGE rn FW =77 0 PROPOSED 1" WATER SERVICE E0 =76.5 FIN =77.0 EO =75.5 EO =76.5 EO =75.5 . N LOT t� 0 LOT 1 ST 74S EO =75.5 9x2 EO =75.5 BT 74:5 3 m i - - - BT ' c' 24' "2 W -6 -6 W 6 W -6 W -6 W -6 W -6 STOC AVEN SD -12 SD -12 ,SD -12 SD -12 `SD -12 SD -12 J 0 SS -8 SS -8 ` SS -8 SS -8 SShFQ SS -8 N a vjovo - 5/ PROPOSED 4" SEWER SERVICE j 0 O A 2 WATER METER D -1 FNG/ �55\0NAL o f GIs ER" w > o 842 l� , o 9G� E OF \0 C�l� S C ��� DRAWN: CHECKED: KJR Schiess & Associates ENGINEERING- PLANNING -LAND SURVEYING Iddle FoM 8�2 - 12M Rm" �- BIRKINBINE PROJECT Rexburg Idaho SITE FLAN PRMIECT NO. 03205 DESIGNED KJR APPROVED: PHS N0. REVISIONS gy This document or any part thereof in detail or design ----Pt I. the props ty of Schim d N._lotes and .hall not be asp ed in any form without the w itt.n outhort Schiess k Nsociales. CIVIL S I T E W O R K M° C- NAAI SITE PLAN HORZ. SCALE: 1 " =4D VERT. SCALE: N/A :anon of CaP'/NIOIff 07003 CONCRETE COLLAR VALVE BOX SET TO 1/2" BELOW FINISHED GRADE 0 FINISHED GRADE -4 `- VALVE NUT EXTENSION TO WITHIN 6" OF SURFACE THREADED GATE VALVE (3" AND LARGER ONLY) THRUST BLOCK USE RESTRAINED JOINT TEE FOR 3" AND LARGER IRRIGATION SERVICE, USE A CORP STOP FOR 2" OR SMALLER INSTALLATIONS RESTRAINED JOINT PIPE PER IRRIGATION DESIGNER RESILIENT SEAT GATE VALVE FOR 3" AND LARGER SERVICES. USE CURB STOP FOR 2" OR SMALLER INSTALLATIONS 6" MIN 6" MIN COMPACT 1" MAX. BACKFILL IN 6" LAYERS TO 95% OF ASTM D -69 COMPACT APPROVED BEDDING MATERIAL TO 95% OF ASTM - 1 D -698 11 MAX 1 DIA. AS REQ'D BY SPRINKLER SYSTEM DESIGN (BY OTHERS) l LID &COVER 1' -8" WATTS SERIES J LAWN LEVEL l 0 Lu N I 009 RPZ `- \ 2" POLYETHYLENE BACKFLOW 2" SCH 40 \\1 1" SCH 40 PREVENTOR OR INSULATION PAD o > N 0 x EQUIVALENT 1 I I I to I I I ELECTRICAL TIE = S/W CAPS I I I I a v OVERSIZED POLYTUF� I I METER BOX OR EQUAL o Z STRAP SERVICE LINE I I I I I I GA E 1 V PIPE I I I I I �WATIERER IN BOX 5 SEE NOTE 3 1 TYPICAL IRRIGATION SERVICE SHAPED UNDISTURBED SOIL. EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE COMPACT 1" MAX. BACKFILL TO 95% OF ASTM D -698 COMPACT APPROVED BEDDING MATERIAL TO 95% OF ASTM 12" D -698 MAX 1r MAX 12 MAX SHAPED UNDISTURBED SOIL. EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIPE 3 PIPE BEDDING DETAILS NOTES THIS SHEET: 1. SIZE BACKFLOW PREVENTOR PER IRRIGATION SYSTEM DESIGN (BY OTHERS). 2. IRRIGATION SERVICES ARE TO BE PLACED PER IRRIGATION DESIGN (BY OTHERS). 3. USE METER BOX DETAILS AND SIZES IN ACCORDANCE WITH CITY OF REXBURG REQUIREMENTS AND IN ACCORDANCE WITH IRRIGATION SYSTEM DESIGN NEEDS (BY OTHERS). TYPICAL PARKING LOT/ 4 P `� - �,c0c0o0o0o /j °o - ) c,;, o ° 0 00000 o 0 0 0 ° O ° o >.>.> `o °o °o NATIVE MATERIAL o °c °c °o° QC ° 0 0 o ° o <• 0 0 - O ' ' 0 0 0 0 0 0 0 0 0 O o no o STANDARD TRENCH DETAIL r S M P. 3 TOUCH READ BUTTON LID &COVER 1' -8" 3/4" OR 1" METER / SIDEWALK, STREET OR J LAWN LEVEL l 0 Lu N 12" BARREL EXTENSION Lu w `- z 2" POLYETHYLENE 0 2" SCH 40 0 w 1" SCH 40 W Of INSULATION PAD o > N 0 x PVC PIPE WITH TO 2" PIPE WITH ANGLE METER ELECTRICAL TIE = S/W CAPS o a v OVERSIZED POLYTUF� VALVE METER BOX OR EQUAL o Z STRAP SERVICE LINE TO 1" PIPE w ELECTRICA L TWITH IE U 2" MIN. 1" IPS SDR -7 HIGH ° L MOLECULAR DENSITY v Z V' POLYETHYLENE PIPE, STD SIZE POLYTUF CONNECT TO METER 0 a METER BOX OR EQUAL — 4 & ANGLE METER VALVE x W /APPROXIMATE FITTINGS Un 0 LL _ �K '// , HOUSE SIDF —� 1" PE SERVICE LINE -j 1 2' -0" METER BOX AND METER SETTER DETAIL FOR 3/4" AND 1" METERS METER NOTES: 1. PLACE METERS SO THAT THE TOP OF THE METER IS BETWEEN 18" AND 22" OF METER LID. 2. ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION. TOUCH READ BUTTON 2' -4" 1 L & COVER RING - SIDEWALK, STREET OR LEVEL V 2" POLYETHYLENE INSULATION PAD 0 i VALVE - 1 1/2" OR 2" IPS SDR -7 ° HIGH MOLECULAR DENSITY v POLYETHYLENE PIPE, CONNECT TO METER & ANGLE METER VALVE W /APPROXIMATE FITTINGS TO BACKFLOW PREVENTOR AND SPRINKLER SYSTEM 1 1/2 " OR 2' PE SERVICE LINE AS REQ'D 2 -g IGATION METER BOX A FOR 1 1/2" & 2" METERS -TER SETTER DETAI � \oN A L F �� Q F ��G �STER 8842 .p J'j• �'- ' � � .L \ �G� q TF 0 F 0 P� CP A/. S C () 12" BARREL EXTENSION 0 0 Lu N 1 1/2" OR 2" METER, Lu w - BIRKINBINE PROJECT Rexburg Idaho z PROJECT NO. 03205 F— J 2" SCH 40 0 L) PVC PIPE WITH W Of S/W CAPS -/ > N 0 STRAP SERVICE LINE J a TO 2" PIPE WITH z ELECTRICAL TIE Of o 2" MIN. I OVERSIZED POLYTUF� METER BOX OR EQUAL V 2" POLYETHYLENE INSULATION PAD 0 i VALVE - 1 1/2" OR 2" IPS SDR -7 ° HIGH MOLECULAR DENSITY v POLYETHYLENE PIPE, CONNECT TO METER & ANGLE METER VALVE W /APPROXIMATE FITTINGS TO BACKFLOW PREVENTOR AND SPRINKLER SYSTEM 1 1/2 " OR 2' PE SERVICE LINE AS REQ'D 2 -g IGATION METER BOX A FOR 1 1/2" & 2" METERS -TER SETTER DETAI � \oN A L F �� Q F ��G �STER 8842 .p J'j• �'- ' � � .L \ �G� q TF 0 F 0 P� CP A/. S C () UKAWN: KAM CHECKED: KJR Schiess & Associates ENGINEERING -PLANNING-LAND SURVEYING Idaho Fa6a 522 -1Yµ Rexburg 356 —W92 - BIRKINBINE PROJECT Rexburg Idaho DETAILS PROJECT NO. 03205 DESIGNED: KJR APPROVED: PHS N0. REVISIONS BY DATE This document or an pert thereof m datdetail ,c deans o do r the property of Schios n aociote and ,hall not as copied in any form w`thout the written CAD NAME: HORZ. SCALE: NTS SHEET NO. a,thor,=at,on of Schiess & Ass ociates. DETAILS COPYRIGW02= CIVIL S I T E W O R K D-1 VERT. SCALE: N/ STREET CROSS SLOPE 1 -- 6" OF 3/4" ( —) CRUSHED GRAVEL BASE COURSE FLARED DRIVEWAY SECTION ELEV.= 4875.5 DRIVEWAY NOTES: 1/2" EXPANSION JOINT 1. W= DRIVEWAY WIDTH SHOWN ON PLANS. t12 2. EDGE CONCRETE WITH 1/2" RADIUS EDGING TOOL. to PLACE 1/2" EXPANSION JOINT BETWEEN SIDEWALK APRON AND CURB; ' , a AND IN THE DRIVEWAY CENTERLINE IF "W" IS GREATER THAN 20'. 1 -- 4. USE 3/4" ( —) CRUSHED AGGREGATE MATERIAL UNDER DRIVEWAY COMPACT TO 92% OF THE STANDARD PROCTOR MAXIMUM DENSITY. 4 COMPACTED SUBGRADE 5. 6" THICK CONCRETE WITH #4 REBAR ® 18" O.C. IN BOTH DIRECTIONS. 6. CONSTRUCTION JOINTS SHALL BE AT 5 FOOT INTERVALS. 5-0" 4" CONCRETE SIDEWALK 6" OF 3/4" ( —) CRUSHED AGGREGATE BASE 3 SIDEWALK o 3" TOPSOIL 4 ELEV.= 4874.5 4 ° ° 3" ASPHALT PLANTMIX PAVEMENT PRIME COAT 4" OF 3/4" CRUSHED AGGREGATE BASE 12" GRANULAR BORROW �� PARKING LOT CROSS SECTION = 4875.5 e � SS\ON L FNG 5. -0' � ����STERFO 0- 2 8842 A DRAINAGE SWALE PROFILE o sT z o Al TYPICAL v 4T6 OF SOP CP H SC-0 DRAWN: CHECKED: PROJECT KAM KJR Schiess & Associates BIRKINBINE PROJECT DETAILS 03205 N0. REVISIONS BY DATE DESIGNED: APPROVED: KJR PHS This document or any port thereof in detail or design ENGINEERING- PLANNING -LAND SURVEYING SHEET W. concept is the property of Sch;oss h Associates and CAD NAME: HORZ. SCALE: NTS kh" FOND 512 -1444 Rex cutliicr n ot o $hes & a ny Cs n<aes, without the written DETAILS °�°"° -°0g2 CIVIL SITEWORK VERT. SCALE: N q COPYRN1ff020o� Rexburg , Idaho D - 2 SIDEWALK 4' SCORE LINE TOP BACK OF CURB 2" 1/4" TOOLED RADIUS PROFILE GRADE SEMINARY STREET R -2 : R -2' ZJ u 1/4" TOOLED RADIUS . 10 � 1/2 � TOP OF CONCRETE SIDEWALK TO I� v BE 1/4" ABOVE BACK OF CURB ( r STRAIGHT LINE v NOTE 3 e LIP OF GUTTER SLOPE p V 3 " 3/4" MIN ° 2' i" MAX 6" OF 3/4" W/2 � " �° [O 4 CRUSHED GRAVEL BASE � ~, �� GL PLAN 6" 2 ,_ 6 " R =3„ 1 —6,. R =3" 1 FLARED DRIVEWAY DETAIL �� STANDARD CURB & GUTTER DETAIL � LIP DOWN CURB &GUTTER DETAIL STREET CROSS SLOPE 1 -- 6" OF 3/4" ( —) CRUSHED GRAVEL BASE COURSE FLARED DRIVEWAY SECTION ELEV.= 4875.5 DRIVEWAY NOTES: 1/2" EXPANSION JOINT 1. W= DRIVEWAY WIDTH SHOWN ON PLANS. t12 2. EDGE CONCRETE WITH 1/2" RADIUS EDGING TOOL. to PLACE 1/2" EXPANSION JOINT BETWEEN SIDEWALK APRON AND CURB; ' , a AND IN THE DRIVEWAY CENTERLINE IF "W" IS GREATER THAN 20'. 1 -- 4. USE 3/4" ( —) CRUSHED AGGREGATE MATERIAL UNDER DRIVEWAY COMPACT TO 92% OF THE STANDARD PROCTOR MAXIMUM DENSITY. 4 COMPACTED SUBGRADE 5. 6" THICK CONCRETE WITH #4 REBAR ® 18" O.C. IN BOTH DIRECTIONS. 6. CONSTRUCTION JOINTS SHALL BE AT 5 FOOT INTERVALS. 5-0" 4" CONCRETE SIDEWALK 6" OF 3/4" ( —) CRUSHED AGGREGATE BASE 3 SIDEWALK o 3" TOPSOIL 4 ELEV.= 4874.5 4 ° ° 3" ASPHALT PLANTMIX PAVEMENT PRIME COAT 4" OF 3/4" CRUSHED AGGREGATE BASE 12" GRANULAR BORROW �� PARKING LOT CROSS SECTION = 4875.5 e � SS\ON L FNG 5. -0' � ����STERFO 0- 2 8842 A DRAINAGE SWALE PROFILE o sT z o Al TYPICAL v 4T6 OF SOP CP H SC-0 DRAWN: CHECKED: PROJECT KAM KJR Schiess & Associates BIRKINBINE PROJECT DETAILS 03205 N0. REVISIONS BY DATE DESIGNED: APPROVED: KJR PHS This document or any port thereof in detail or design ENGINEERING- PLANNING -LAND SURVEYING SHEET W. concept is the property of Sch;oss h Associates and CAD NAME: HORZ. SCALE: NTS kh" FOND 512 -1444 Rex cutliicr n ot o $hes & a ny Cs n<aes, without the written DETAILS °�°"° -°0g2 CIVIL SITEWORK VERT. SCALE: N q COPYRN1ff020o� Rexburg , Idaho D - 2 Ju 02 2008 3 :33PM 1 Sundbe & Associates, In 208 - 522 -5825 r « I 8" G.M.J. HALLS W/ 5TUC40 STEEL SATE, FAINTED `' NOTE: SEE 5117E PLAN FOR LOCATION. ra —` CONGREM GOF'IM& CAP TRASH ENGL05URE - ELEVATION Y4' " P-0' STtJGGO PfN15H-- --.., W CONCRETE WALL IN/ #4 AT 24" o.G. VERT. 4, (2) 04 HORIZ.-- �..,_. Q _ -- -8" G.M.U. kXALLS W/ 5TUGCO CONCRETE COP INS GAP >' 8" G.M.U. WALL W/ #4 AT 24" ox- VERT. d #4 AT 16" oz. HORIZ. 4" CONCRETE SLAB OVER 4" COMPACTED &RAVEL SASE TRASH ENGL05U - WALL DETAIL 1/4' ". P-O' 10" x 2' -0" GONGRETE FOOTING N (2) #4 GONT. RE&ISTERED ARCHITECT 1 1NO. AR832 UPPER VALLEY OPTIONS SUNDBERG & ASSOCIATES 1VL REXBURG BUSINESS PARK REXBURG, IDAHO A R C H I T E C T S TRASH ENCLOSURE DETAILS �, I N C mwn rmus MAW STATE OP IDAHO TRASH ENCLOSUR - FLAN :e: TRASH ENGL05URE - ELEVATION Y4' " P-0' STtJGGO PfN15H-- --.., W CONCRETE WALL IN/ #4 AT 24" o.G. VERT. 4, (2) 04 HORIZ.-- �..,_. Q _ -- -8" G.M.U. kXALLS W/ 5TUGCO CONCRETE COP INS GAP >' 8" G.M.U. WALL W/ #4 AT 24" ox- VERT. d #4 AT 16" oz. HORIZ. 4" CONCRETE SLAB OVER 4" COMPACTED &RAVEL SASE TRASH ENGL05U - WALL DETAIL 1/4' ". P-O' 10" x 2' -0" GONGRETE FOOTING N (2) #4 GONT. RE&ISTERED ARCHITECT 1 1NO. AR832 UPPER VALLEY OPTIONS SUNDBERG & ASSOCIATES 1VL REXBURG BUSINESS PARK REXBURG, IDAHO A R C H I T E C T S TRASH ENCLOSURE DETAILS �, I N C mwn rmus MAW STATE OP IDAHO TRASH ENCLOSUR - FLAN PANEL V LOGATION HALLWAY ❑ FEED BOTTOM ❑ FLU5H VOLTJPHA5E 120/240 10 MAIN 225 AMP ❑ FEED TOP ❑ SURFACE TYPE xi. D 'NOOD' ❑ LWS ❑ BREAKER DIMENSIONS 20'x — 'x 5 3/4' JOR . LOAD BREAKER LOADIWLE BfEAKER LDAD CNt (HART L % SCHEDULE No W4TT5 rou Ter n wn ? " NO R 56HEDULE L MI5 3 - 5TORA6E ROOM I I 1 540 1 20 1260 I 1201 120 2 1 OFFICE - 4 I - RAPY SPA 900 L OFFICE - 4 soap EN ©m��■■ S STONAL �GIS TE � ��■■eo�a� Ll E Q O MOUNT NTH LI6HT 5NTCTE5. ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO 0 PROVIDE NEW TYPEHRITTEN INDEX TO REFLECT ALL O GIRO MT FAN TO RUN WITH L16HT5 IN GRAM 5PAGE. NEW AND EXISTING LOADS. O 3/4' CONTROL CONDUIT TO FURNACE O POOL EMERGENCY SFUi OFF BUTTON SUPPLIED BY X W DID. Br. s ©e�oo��■■ .LH DM AND WIRE TO POOL CONTROL PANEL IN POOL � ��■■mm�ae CRAY- SPACE CONNECT TO POOL CONTROL PAWL 08021 APR 2008 AS DIREGTED BY POOL SUPPLIER. s ©e�mo��■■ © EYJ5TING RECEPTACLE LOCATION RE-GIRGNT AS ° U ,J o ��■■o A REFER TO ARCHITECTURAL RAW FOR EXTENT OF (D EXISTING RELOCATED RECEPTACLE LOCATION ®�aE DEMOLITION, DETAILS, ETC. PROVIDE NEW REGEPTA.GLE AND PLATE. s ©ate B. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY ®o�■■■ � ��■■mm�ae ^ a R15ER SHEET E-4. r AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO soap ®m�■■■ REMAIN m ■�■■mm�ve II 4 •3, iw,4v, I -U4' G. IN GRAY- SPACE. CIRCUIT TO U e POOL POYER CONTROL PANEL. ELECTRICAL � EXTIN5 soa�mmu■■ CONTRACTOR TO PROVIDE POOL BONDING A5 PER W m ��■■mm�ve _ o CONDUIT AND WIRING FROM POOL CONTROL PANEL O W MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. TO 3 POOL RMPS. WIRE AND CONDUIT 512E AS PER sae�maaa F. REMOVE ALL IMU55EO EQUPt ENT WIRING, CONDUIT, AND MANFACTUZE RECOMMENDATIONS. / a u■■ l � / i W -•• m�OE 6. CONTRACTOR TO PROVIDE MINIMUM WORKING saa�maaa CLEARANCES AS PER NEC BEFORE IN5TALLIN5 ANY WITH MECHANICAL CONTRACTOR. a asam�a� O CONTRACTOR TO PROVIDE POOL GROUNDING AS 7 co RE(�111RED BY NEC. �1 C-) ses�maaa J W W a asam�e� ° s ° a ° a�maa ° a ° ° a ° s ° amp ° ai e saa�oaea o asao�a� saa�maaa o asam�a� °s °aa�m °a °a °a a ° a ° s ° ao� ° ai e sae�maaa v ©•• mm�e� sea�oaaa a asoo�a� see�maaa v as m�e� :• 3.3/0,1 •6 CND, 2 METE ME�3 ° MAIN O w POAER RISER DIAGRAM NO 5GALE T IVV I G.7: EN O S STONAL �GIS TE O LI6NT FIXTLRG5, 5NTCH AND RECEPTACLE IN GRAIN. SPAGE FOR 5PA. Ll E Q O MOUNT NTH LI6HT 5NTCTE5. ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO 0 PROVIDE NEW TYPEHRITTEN INDEX TO REFLECT ALL O GIRO MT FAN TO RUN WITH L16HT5 IN GRAM 5PAGE. NEW AND EXISTING LOADS. O 3/4' CONTROL CONDUIT TO FURNACE O POOL EMERGENCY SFUi OFF BUTTON SUPPLIED BY X W DID. Br. POOL TOR PROVIDE WALL BOX CONDUIT .LH DM AND WIRE TO POOL CONTROL PANEL IN POOL JW N0. DATE CRAY- SPACE CONNECT TO POOL CONTROL PAWL 08021 APR 2008 AS DIREGTED BY POOL SUPPLIER. GENERAL NOTES: © EYJ5TING RECEPTACLE LOCATION RE-GIRGNT AS ° U ,J SHOW PROVIDE NEW RECEPTACLE AND RATE. A REFER TO ARCHITECTURAL RAW FOR EXTENT OF (D EXISTING RELOCATED RECEPTACLE LOCATION F DEMOLITION, DETAILS, ETC. PROVIDE NEW REGEPTA.GLE AND PLATE. Q B. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY O8 CIRCUIT TO NEW 20A IP BREAKERN IN PANEL 'B'. FOR HEW W02K. O EXISTING PANEL W. TO BE REMOVED. SEE POYER ^ a R15ER SHEET E-4. r AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO ID EXNSTINC RECEPTACLE OGUIT5 IN THIS ROOM TO DON6TREAM EGIUIPMENT TO REMAIN REMAIN / F� y II 4 •3, iw,4v, I -U4' G. IN GRAY- SPACE. CIRCUIT TO U e POOL POYER CONTROL PANEL. ELECTRICAL � EXTIN5 N CONTRACTOR TO PROVIDE POOL BONDING A5 PER W NEC, INCLUOIN6 RAILIN65, POOL SUPPORTS, ETC. PROVIDE IOOA, 3P IEMA 3R DISCONTET. PROVIDE ce _ o CONDUIT AND WIRING FROM POOL CONTROL PANEL O W MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. TO 3 POOL RMPS. WIRE AND CONDUIT 512E AS PER w F. REMOVE ALL IMU55EO EQUPt ENT WIRING, CONDUIT, AND MANFACTUZE RECOMMENDATIONS. / y 12 SPARE CON7UH5 TO ATTIC. 0) 1 -I /2', N I', (2) 3/4, l � / i W N AND (4)1/2". 6. CONTRACTOR TO PROVIDE MINIMUM WORKING O VERIFY LOCATION AND ELECTRICAL REGUIREMENT5 CLEARANCES AS PER NEC BEFORE IN5TALLIN5 ANY WITH MECHANICAL CONTRACTOR. v O CONTRACTOR TO PROVIDE POOL GROUNDING AS 7 co RE(�111RED BY NEC. �1 C-) J W W W ITT E4 Q F ELECTRICAL PANELS OR CABINETS. EN O S STONAL �GIS TE WERE COMPATIBLE WITH NEW DE516K AND IF IN 6000 Q�o44. CONDITION AND COMPLIES NTH THE 5PECIFIGATIONS. 11925 Q r ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO 0 PROVIDE NEW TYPEHRITTEN INDEX TO REFLECT ALL /N D. NEW AND EXISTING LOADS. J. PROVIDE GREEN 6Rp1ND NRE IN EACH CONDUIT Q'i X W DID. Br. Z O .LH DM JW N0. DATE z H 08021 APR 2008 O CL GENERAL NOTES: a A REFER TO ARCHITECTURAL RAW FOR EXTENT OF Q W DEMOLITION, DETAILS, ETC. B. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY Z J FOR HEW W02K. C. WFERE EXISTING CIRC4IT5 ARE TO BE RE -USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DON6TREAM EGIUIPMENT TO REMAIN D. EXIR BE �AS i Z 0 -- U MOVED AND REINS ONLY C FOR Q :: � EXTIN5 END OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. W E. REFER TO MEGHANIGAL PLANS FOR EXTENT OF -3 W MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. w F. REMOVE ALL IMU55EO EQUPt ENT WIRING, CONDUIT, AND Y 13OXE5 IN ALL AREAS. ABANDON ONLY IN COW",LEO AREAS. 6. CONTRACTOR TO PROVIDE MINIMUM WORKING CLEARANCES AS PER NEC BEFORE IN5TALLIN5 ANY ITT E4 Q F ELECTRICAL PANELS OR CABINETS. EN H. CONTRACTOR MAY UTILIZE ANY EXISTING CONDUIT S STONAL �GIS TE WERE COMPATIBLE WITH NEW DE516K AND IF IN 6000 Q�o44. CONDITION AND COMPLIES NTH THE 5PECIFIGATIONS. 11925 I. WEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING r ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO �q ' PROVIDE NEW TYPEHRITTEN INDEX TO REFLECT ALL /N D. NEW AND EXISTING LOADS. J. PROVIDE GREEN 6Rp1ND NRE IN EACH CONDUIT RIM BOND TO BOXES AS PER NEL. Di11N. Bt DID. Br. .LH DM JW N0. DATE 08021 APR 2008 SHEET: OF: 2 UPPER FURNACE ROOM FLOOR PLAN - POWER NDR,H G� 5GAL5 1/4" = 1'-0' i LIGHT FIXTURE 5GHEDULE TYPE OE5CRIPTION MANUFACTURER CATALOG HCUNTRN6 LAMP REMARKS -332- AI2- 12O-&EB DUAL LEVEL FI 3 LAMP LITHONIA 25Pb- 332 �L LEWED TROFFER CEILII%66RID 3- F32TBi5PX30 5YBTCHING F2 2 LAW TROFFER LITHONIA 25P0- 232 -Al2- 120 -6EB REOE%W IN CEILINIG GRID 2- F32TBF�PX30 DUAL LEVEL 5NTCHIN6 EXTEND LIGHT SWTCH FROM BEHIND FURNACE TO F3 :LEW5EWD MP A CE LITHONIA L8- 232 -120 6EB SURFACE ON CEILIN5 2- F32/Fb -5P30 LOCATION5. EXTEND CONDUIT AND WIRE 15 REQUIRED. F4 I LA � � LITHONIA G &132 -120- 6E5 5URFACE ON CEILING F32R0 -�� O EXHAUST FAN AND NUMIDISTAT BY MECHANICAL F5 2 LAMP SURFACE VET LOCATION LITHONIA DMW- 232 -120 SURFACE ON CEILING 2- F32/fb -SP30 NO EXPOSED METAL Fb EMERGENCY L16w WET LOCATION LITHONIA AFN -W-EXT WALL INCLUDED Fl MIRROR L16HT PRUDENTIAL P 1060 - 2T"4- PRA -120 ABOVE b -5P30 F8 EXIT LIGHT LITHONIA LOMSW -16- 110 -ELM DOOR D Fq SHOYHR LIGHT LITHONIA LIXF- 26TRT- 120 -6EBi0 MABOVE T -SP30 F�� WALL LIGHT LITHONIA AVSR- I- 26TRT- MDR -120 T -SP30 �LE55ED IN FI I 1 LITFgNIA TWAC -SOM- 120 -PL WALL I -50 PHOTO CELL COLOR BY ARCHITECT F12 EIE y LIGHT LITHONIA ELM WALL INCLUDED F13 E ERGeZy LI6HT LITHONIA El- ELA- W- NX -NI206 LPL INCUDED REMOTE OUTDOOR HEAD PLAN NOTE OI TIE INTO L"TCHED LEG OF L16HTNIG CIRCUIT. O TIE INTO EXI5TING LI&MN6 CIRCUIT. IN5TALL 161 SWITCH AND COVER PLATE TO REPLACE FXI5TIN6, O EXTEND LIGHT SWTCH FROM BEHIND FURNACE TO N E N LOGATION 9404 INSTALL NEN SWTCH AND COVER PLATE TO REPLACE EXI5TIN6. O RELOCATE EXISTING CIRCUITS FOR FEW LI644T LOCATION5. EXTEND CONDUIT AND WIRE 15 REQUIRED. O PROVIDE WARTA LABEL 'POOL ROOM LIGHTS'. © EXISTING PANEL TO BE REMOVED. 5EE POWER RISER SHEET E-4. O EXHAUST FAN AND NUMIDISTAT BY MECHANICAL CONTRACTOR, COORDINATE LOCATION. A REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAIL5, ETC, B. REMOVE OR RELOCATE ELECTRICAL A5 NECESSARY FOR FEW WORK, G. WERE EXISTINI6 CIRCUIT5 ARE TO BE RE-IYED, EXTEND A5 NEGE95AIRY, MAINTAIN ELECTRICAL CONTINUITY TO W46TREAM EQUIPMENT TO REMAIN D. EXI5TINI6, 9I0M TO REMAIN, MAY FEED TO BE REMOVED AND REINSTALLED ONLY AS NECE55ARY FOR EXIENDIN E, OR MODIFICATION OF EXI5TIN5 GIRCUITS OR WRING. E. REFER TO MECHANICAL PLAN5 FOR EXTENT OF MECHANICAL EQI11PPENT TO BE REMOVED OR RELOCATED. F. REMOVE ALL U15ED EQUIPMENT WRING, CONDUIT, AND BOXES IN ALL AREAS. ABANDON ONLY IN CONGEALED AREA5. 6. CONTRACTOR TO PROVIDE MINIMUM WORKING CLEARANCES AS PER NEC BEFORE I1 ANY E-EtTRICAL PANEL5 OR CABINETS. H. CONTRACTOR MAY UTILIZE ANY EXISTING CONDUIT WERE COMPATIBLE NTH NEW DE56N( AND IF IN GOOD CONDITION AND COMPLIES WITH THE SPECIFICATIONS. L WEN ANY MOOIFIGATION5 ARE MADE TO ANY EXI5TING ELECTRICAL PAWL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPEYRITTEN INDEX TO REFLECT ALL HEM AND EXI5TIN65 LOADS. 1 PROVIDE 6REEN GROUND WIRE IN EACH CONDUIT RM BOND TO BOXE5 A5 PER NEC. im v s a � d � Th a h O h (/) 7 C) Z o� W � Q U w H U w W J W Q 0 X d 0 �z W n- z H oCL �O o w � J z -J O � W Z (L v d = U W J W Q a► X x J Z d w 0 Q GTSTf fNCy�`m 11925 yp /N p F� \ �to MINN. In. 010. BT: ,LH OM JOB NO. BATE 00021 APR 2006 FLOOR PLAN - LIGHTING 1bR,N SCALE: 114' = V -0' II OR 2 EE � s � I (✓ Q