Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PLANS - 06-00260 & 06-00261 - Rexburg Head Start Center
LOAD IN 0 ZONE LAND50APING FENCED PLAY GROUND METER I I , TELEPHONE BACKBOARD _ LAN05CAPING 4"C FOR TELEPHONE I If TO PROPERTY LINE ; ` -- - - - -- ELECTRICAL LEGEND eng ine er2ng Ox 2' X 4' FLUORESCENT LIGHT FIXTURE, LETTER DESIGNATES y ` TELEPHONE RECEPTACLE, AT +18 ", UNLESS OTHERWISE NOTED 2 * FIXTURE TYPE AS SCHEDULED ON FIXTURE SCHEDULE (208 PHONE: 523 2862 - _----- (208) 523 -2864 © COMBINATION TELEPHONE/ DATA RECEPTACLE AT +18 ", UNLESS 1' X 4' FLUORESCENT LIGHT FIXTURE, LETTER DESIGNATES r - - -- = -- 1 I, OTHERWISE NOTED o x � FIXTURE TYPE AS SCHEDULED ON FIXTURE SCHEDULE i i Q THERMOSTAT, AT +60 ", UNLESS OTHERWISE NOTED ®x 6" X 4' FLUORESCENT LIGHT FIXTURE, LETTER DESIGNATES FIXTURE TYPE AS SCHEDULED ON FIXTURE SCHEDULE MOTOR NUMBERS INDICATES HORSEPOWER F INDICATES FAN Ox INCANDESCENT FIXTURE, LETTER DESIGNATES FIXTURE TYPE AS SCHEDULED ON FIXTURE SCHEDULE Q JUNCTION BOX ox RECESSED FIXTURE, LETTER DESIGNATES ELECTRICAL PANEL I I FIXTURE TYPE AS SCHEDULED ON FIXTURE SCHEDULE HOME RUN TO PANEL; ARROWS INDICATE THE NUMBER OF ®E WALL MOUNTED EXIT LIGHT; MOUNTED ABOVE DOOR CIRCUITS, HASH MARKS INDICATE THE NUMBER OF #12 I I A -2,4 WIRE IN CONDUIT (ONLY SHOWN WHEN MORE THAN TWO), WALL ( +84 ") OR CEILING MOUNTED EXIT LIGHT LETTER INDICATES THE PANEL NAME, NUMBERS INDICATE (&E ARROWS ON PLAN INDICATE DIRECTIONAL ARROW ON LIGHT TO THE CIRCUIT NUMBERS INDICATE THE DIRECTION TO NEAREST EXIT TO EMERGENCY BATTERY WP RECEPTACLE SS OTHERWISE NOTED x REMOTE EMERGENCY LIGHT, CONNECTED WP GA GROUND FAULT INTERRUPTER WP - WEATHER PROOF )Yx EMERGENCY LIGHT, MOUNTED ON WALL AT +84" " GFI DOUBLE DUPLEX RECEPTACLE AT +18 , UNLESS OTHERWISE NOTED = EXTERIOR WALL MOUNTED FIXTURE; PC = PHOTOCELL WP GFI - GROUND FAULT INTERRUPTER WP - WEATHER PROOF FACTORY PROVIDED LIGHTING INTERCONNECT (MASTER /SATELITE) ® 30A, 250V SPECIAL PURPOSE RECEPTACLE SWITCH AT +48" - NUMBER INDICATES SWITCH TYPE ® 50A, 250V SPECIAL PURPOSE RECEPTACLE $3 LETTER INDICATES FIXTURE SWITCHING 3 I II i i $Q. SWITCH WITH OVERLOAD PROTECTION, MANUAL MOTOR SWITCH g ELECTRICAL METER OT TIMECLOCK 1 MECHANICAL EQUIPMENT CALLOUT DISCONNECT SWITCH - POLES, AMPS, AND ENCLOSURES NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT. 30A FU F INDICATES FUSED WITH FUSE SIZE NOTED LOAD IN 0 ZONE LAND50APING FENCED PLAY GROUND METER I I , TELEPHONE BACKBOARD _ LAN05CAPING 4"C FOR TELEPHONE I If TO PROPERTY LINE ; ` -- - - - -- VERIFY LOCA "UN I I r � I v v ( EXI5TI1161:1- ' TER X NEA OUIvInTER —i Lu zQ oil s Q Ck o/ z STAFF PARKING (a) 5PACE5 v LAND50APING FRONT YARD SETBACK IRRIGATION DITCH LAND50APINO RI6FIT OF WAY — — — — — — — — — —. — — — — — — — — — — — — — — — — — — — — 51 TE PLAN z w� W to ul co 0 �.i a z w u- • D z N W 9 ro III z N 0 Z w bradtey, PROFS S % eng ine er2ng ��'" chartered y ` 382 WALNUT STREET IDAHO FALLS, ID 2 * 83402 (208 PHONE: 523 2862 - _----- (208) 523 -2864 JOB NUMBER: 06 -56 r - - -- = -- 1 I, ------ --,r-- - - - --� i II I I II I I i i n II 1 1 -- - - - - -- it I I I jl II I `____ -- -- I I I i q n II i t Q I ( I i II i �I i II II 1 i r II :L — — — — — — — — — — — — — — — — — — — — — — 3 I II i i -- - - - - -- n ,I I I l II J' i �L it it 11 �i Ir-- - -- - -- - -- -- i I jl � I 'L --------------- --------- - - - -� c, i ii it II h I - ------ -- - =_ J II = = = = II � VERIFY LOCA "UN I I r � I v v ( EXI5TI1161:1- ' TER X NEA OUIvInTER —i Lu zQ oil s Q Ck o/ z STAFF PARKING (a) 5PACE5 v LAND50APING FRONT YARD SETBACK IRRIGATION DITCH LAND50APINO RI6FIT OF WAY — — — — — — — — — —. — — — — — — — — — — — — — — — — — — — — 51 TE PLAN z w� W to ul co 0 �.i a z w u- • D z N W 9 ro III z N 0 Z w W� H � LJ U O V1 W lc� W x W Q � F� w a � w W� Wo U ITI F�1 >A Vl a N di Vl � A W �+ z O N O A N z E-, W A zF � z P4 COD �° �° cri Wco Q'iw Lr�D w I 1 ( �T bradtey, PROFS S % eng ine er2ng ��'" chartered y ` 382 WALNUT STREET IDAHO FALLS, ID 2 * 83402 (208 PHONE: 523 2862 N. BRP� (208) 523 -2864 JOB NUMBER: 06 -56 W� H � LJ U O V1 W lc� W x W Q � F� w a � w W� Wo U ITI F�1 >A Vl a N di Vl � A W �+ z O N O A N z E-, W A zF � z P4 COD �° �° cri Wco Q'iw Lr�D w I 1 ( �T FME S SYMBOL MANUFACTURER AXT WATTS LAMP TYPE MOUNTING REMARKS NAME CAT. NO. 2/0 OR 3/0 LITHONIA LB- 4- 32- 120- GEB101S 124 F32T -8 SURFACE 120V A UGHTOUER JS413432- 120 -1-14 2/0 500A OVER 1100 WRAP, 4 LAMP 15" WIDE 1000A METALUX WS-432A- 1 20-TEB81 10% THD UTHONIA LB- 232 - 120- GEB101S 62 F32T -8 SURFACE 120V B UGHTOUER JS4A232- 120 -HI WRAP, 2 LAMP 10" WIDE METALUX WS- 232 - 120 -TEB81 10% THD UTHONIA TWL -50S- 120 -PE 60 HPS WALL 120V C EXCEUNE XLW50NLXL -PC +10FT WALL PACK G.E. WL05S1 PE W PHOTOCELL LUMARK HPWM -50 -P -120 EAGLE 604 100 A -19 SURFACE KEYLESS, PORCELAIN BASE D G.E. 5740 W GUARD LEVITON 9875 UTHONIA LESWIG -120 277 -ELN 1 LED WALL BATTERY BACKED E UGHTOUER LDNIGW ABOVE EXIT 120V SURE -LITES CX- 7170 -GWH DOOR LED UGHTS LITHONIA ELM2 1 INC WALL BATTERY BACKED UGHTOUER El12LT6W +84" EMERGENCY SURE -LITES CC -3 -WH 1120V L_ 320A 240/120V 10 3W METER BASE PER UP & 3 "C TO 24" BELOW GRAL/ L- CONDUCTORS BY UP & L POWER R15ER m TABLE 250.66 FROM NEC GROUNDING DETAIL 3 -350 KCMiI_ SIZE OF LARGEST UNGROUNDED SERVICE— ENTRANCE CONDUCTOR (AWG /KCMIL) SIZE OF GROUNDING ELECTRODE CONDUCTOR (AWG /KCMIL) MAX SERVICE SIZE 2 OR SMALLER 8 100A 1 OR 1/0 6 150A 2/0 OR 3/0 4 200A OVER 3/0 THROUGH 350 2 300A OVER 350 THROUGH 600 1/0 400A OVER 600 THROUGH 1100 2/0 500A OVER 1100 3/0 1000A —22 -r 1 w I I:OPERTY LINE TELEPHONE BACKBOARD >TIS NOTE: ALL CODE REFERENCES FROM NEC 2005 EDI11ON FOR OVER 1100 KCMIL ALSO REFER TO NEC PARAGRAPH 250.24(C)(1) GROUNDED CONDUCTOR SHALL NOT BE SMALLER THAN 12-1/2% OF THE AREA OF THE LARGEST SERVICE CONDUCTOR #6 BC TO MADE ELECTRODE PER NEC 250.52A(5 & 6) & 250.53(B) (see table) BC TO WATER PIPE PER NEC 250.52A(1) #4 BC TO CONCRETE ENCASED GROUND (UFER) PER NEC 250.52A(3) & NEC 250.66(B) TRIANGULAR GROUND ROD SYSTEM 3 -5/8" X 8 FT GROUND RODS 5 FT APART. CADWELD ALL CONNECTIONS #6 CU TO GROUNL (see table) BC TO BLDG STEEL PER NEC 250.52A(2) GROUNDING SHALL BE COMPLETED TO ANY OR ALL THAT PERTAIN TO PROJECT C ROUND I NC DETAIL NT5 NOTES THIS DRAWING: 1. CONTRACTOR SHALL OPEN AND CLOSE TRENCH FOR UTAH POWER. VERIFY LOCATION OF TRANSFORMER. L---------- - - - - -J L I C HTI NC I N5TALLATI ON PLAN 1/4' = 1' -0' N W Co Lo co 0 w a z w J �um N o o a Y Bradley, A ��ED PRq�Fs e ng er2ng �G1 F chartered 382 WALNUT STREET IDAHO FALLS, ID x # 83402 LEPHONE: (20 81 523 -2862 N• BRP (208) 523 -2864 (D JOB NUMBER: 06 -56 �um N o o a Y o W � i ---- V (D W rr Y) V 1 E-+ � x W � U Z � � � � A �a Z >A ~ x� N � � a � A n� W 0� x H �o P4 P4 0 A� �z �E++ �� H w C H W Co �W ► .:► I 443/4" PLYWOOD --------------- r — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 67IRLS T.R. (ADAPTABLE) El _ I 42 F 000 STORA QE L - - - - - - - I 50YS T.R. I (ADAPTABX 42� 42 CLASSROOM 4h 4D r1ITC+Em 0 SE"ClE ERM l iFo - I A-12 __7 70 IO TELEPHONE BACKBOARD A-14 +42 GFI A-14,16 7m L--3/4*C �OMENS T.! k MEN'S T.R. A -18 r r - - - - - - - SEE LARGE SC/ KITCHEN PLAN SHEET E-4 L Fo F 3/4"C 2#8 CU & 1#10 CU GND 3/4 2#1 CU & 1#10 CU GND L ---------- - - - - -j PONER IN5TALLATION PLAN +42 +42 +42 14' -24" 4 OFFICE GAS INET5 1/4' = I'-V 1/4' = V-0' +42 +42 l ogin CLA55ROOM GAS INET5 1/4"m V-0' F --------------- I i I MECHANICAL IN5TALLATION PLAN 1/4' a V-0' NOTES THIS DRAWING: 1. INSTALL 3/4 FROM DATA—COMM J BOX TO TELEPHONE BACKBOARD. po ui I Co Lo Co 0 z ui U- PRO ��m T < 3f W � 0 � x Q � Z � 0 Y) < o o U) z ZCO - [T] r-" = C) U X �.q E-4 > E V) Co E-1 Z '4 z o� xx x Z E4 0 04 0 0 E z z E ad -4 4 04 E, z w z �w L� 0 E--i C-) W c� Q'i w � Bradley, engineering 10 chartered 382 WALNUT STREET IDAHO FALLS, ID 83402 LEPHONE: (2081 523-2862 OF N. BRP FAX: (208 ) 523-2864 U) JOB NUMBER: 06-56 ��m T < 3f W � 0 � x Q � Z � 0 Y) < o o U) z ZCO - [T] r-" = C) U X �.q E-4 > E V) Co E-1 Z '4 z o� xx x Z E4 0 04 0 0 E z z E ad -4 4 04 E, z w z �w L� 0 E--i C-) W c� Q'i w � L ----------- - - - --I ENTRY Lr O U) :z 0 U) L ----------- - - - --I ENTRY KITCHEN K ITCHE N DETAIL ELECTRICAL PLAN 1/2' = V -0" m, PANEL A VOLU(� 240 /120 V DDIOIS[ON: m m IACA'lION: COME ►IIP: 400A ma YOOm Km S: 3 PHASE 1 Fes: TOP TYPE SMOME D 10 CM IM DB9MMIN PH im THI m w KO KW OR A IAAD Chi HO m IN To PH IAAD DEMOX AI[PS A B AO UGHTS - OFFICE, RESTROOM, JAN A 1068 20 1 1788 DISHWASHER, UNDER COUNTER 2 20 720 A RECEPTS -OPEN OMCE UGHTS - CLASSROOM B 1160 20 3 1880 4 ** 720 B RECEPTS -OPEN OFFlCE LIGHTS- KITCHEN A 620 20 5 1160 6 20 540 A RECEPTS- MECHANICAL CORRIDOR LIGHTS - OFFICE B 992 20 1 7 1712 8 20 720 B RECEPTS - OFFCE UGHTS- CORRIDOR A 424 20 9 1324 10 20 900 A RECEPTS - OFFCE UGHTS - EXTERIOR B 280 20 ll 8 1000 12 20 720 B RECEPTS - CLASSROOM, RESTROOMS SPARE A 20 13 720 120 14 20 720 A RECEPTS - CLASSROOM SPARE B WORK TABLE, 60" LONG - RECEPT 20 15 1 540 16 20 540 B RECEPTS - CLASSROOM SPARE A 20 1 17 360 18 20 360 A RECEPTS- RESTROOMS SPARE B 20 19 360 20 20 360 B RECEPTS- KITCHEN DISH WASHER 2 A 1640 30 21 1740 22 20 100 A TELEPHONE BACKBOARD 2 POLE B 1640 ** 23 A -27 1740 24 20 100 B FIRE ALARM PANEL HOOD 13 A 1500 20 25 1680 1 2 26 20 180 A RECEPT -HVAC AT CONDENSING UNIT CONVENTION OVEN 14 B 1128 20 27 1 2628 28 20 1500 B WALL HEATER EH -1 REFRIGERATOR 15 A 1140 20 29 2640 30 ** 1500 A 2 POLE FREEZER 16 B 1248 20 31 3456 32 30 2208 B FURNACE F1 WORK TABLE 7 A 500 20 33 2036 34 20 1536 A FURNACE F2 WORK TABLE 10 B 500 20 35 3668 36 40 3168 B CONDENSING UNIT CU -1 WORK TABLE 8 A 500 20 37 3668 38 ** 3168 A 2 POLE WORK TABLE 9 B 500 20 39 3524 0 40 3024 B CONDENSING UNIT CU -2 PROOFER 6 A 1990 20 1 41 5014 42 ** 3024 A 2 POLE MR Ilm in im Pis MR -TIM 22130 20508 F® FB01E Sm RM. 3001 Tm LN PBR ma-Am 185 171 ISC < 10,000 VE 3t 3-350 IM CU 114 W QO) Cm 9Z& 3'C KITCHEN EQUIPMENT SCHEDULE SYM DESCRIPTION CIRCUIT VOLTAGE PHASE KW OR A BREAKER RATING CONDUIT AND WIRE CON NECTION TYPE CORD &PLUG FLEX 1 SINK 3- COMPARTMENT NO ELECTRIC (208) 523 -2864 JOB NUMBER: 06 -56 J 2 DISHWASHER, UNDER COUNTER A -21 230/60 1 22 2P -30 3/4 2#10 & 1#10 GND X 3 SHELVING, WIRE NO ELECTRIC 4 SINK, HAND NO ELECTRIC 5 POT RACK, CEILING HUNG NO ELECTRIC 6 PROOFER HEATER CABINET, MOBILE, REACH -IN A -19 120 1 15 1P -20 3/4 2#12 & 1#12 GND X 7 WORK TABLE, 72" LONG - RECEPT A -33 120 1 15 1P-20 3/4 2#12 & 1#12 GND X 8 WORK TABLE, 48" LONG - RECEPT A -37 120 1 15 1 P -20 3/4 2#12 & 1#12 GND X 9 WORK TABLE, 48" LONG - RECEPT A -39 120 1 15 1P-20 3/4"C 2 #12 & 1#12 GND X 10 WORK TABLE, 60" LONG - RECEPT A -35 120 1 15 1P-20 3/4 2#12 & 1#12 GND X 11 SINK 1- COMPARTMENT NO ELECTRIC 12 RANGE, RESTAURANT, GAS 13 HOOD - GREENHECK FAN MODEL NO. HOOD A -25 14 CONVENTION OVtN, GAS A -27 120 1 3/4 1 P -20 3/4 "C 2#12 & 1 #12 GND X 15 REFRIGERATOR, REACH -IN A -29 115 1 1 2 1P-201 3/4"C 2#12 & 1#12 GND X 16 FREEZER, REACH -IN A -31 115 1 1/2 1P-201 3/4"C 2#12 & 1#12 GND X 1* W i to LO co 0 iw d z w J l- Ci Von Bradley, QED PROFF 5�,� e ng i neering G1N C hartered 382 WALNUT STREET IDAHO FALLS, ID = �t LEPHONE: 83402 (2081 523 -2862 (208) 523 -2864 JOB NUMBER: 06 -56 J Ci Von �_ < fl 0 H N Y) o W � H V Y W Y) C� F--� �x w Q � VL u= ZA wA w w W W Uw >A F w � � � w � � W � A w � a xz F W 9Z E--4 zz Z Z Z� � W wz pQw � H o xm u WCn W� Q'iw ►� IL f"D U) o N O Q �o W� U U O � W M � x W Z � � � A �A WA C �w W� Ux P O aA N h W � a � h � A � W Z cQ 0 w o �w �� �� W WCf) w� �w w LrD GENERAL NOTES 3 R 0 " X EXIST. 8 WL EAST 0 MATCH EXIST. TC & SDWK ( _ EXIST. 8" SS EXIST. DEPRESSED CURB 8 —6 " \ "N EXIST. RETAINING WALL SNOW STORAGE AREA EXIST. DUMPSTER NEW DUMPSTER 3' TWIN PINES MANOR W H l� X w 5' o � �3 w� U r� I `W 4888 4886 4885.5 F SANITARY SEWER MANHOLE ® WATER VAL we -1 WATER LINE Ff —� —f— } m 6 4886 4885.5 o SANITARY SEWER SERVICE LINE N 4887 cn 4888 DRAIN LINE R6 �U 0 TWIN PINES MANOR PARKING LOT EXIST. SD INLET u, v I l� Io �z 0 Q TOTAL SITE AREA= 21,904 sq. ft. — 0.503 acres LANDSCAPE / UNDISTURBED AREA = 11,281 sq. ft. — 0.259 acres = 51.509 of Total Property ASPHALT / CONCRETE AREA = 7,242 sq. ft. — 0.166 acres = 33.069 of Total Property BUILDING AREA = 3,381 sq. ft. — 0.073 acres = 15.4490 of Total Property HARPER -SEA VITT ENGINEERING, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 985 N. CAPITAL AVE., P.O. BOX 50691, IDAHO FALLS IDAHO 83405 (208) 524 -0212 I I I 10' � •._ I 1n 1 t�' 68' -2" I � I I FENCED PLAY GROUND I I—�— 6' SETBACK 2ND NORTH /_ MATCH EXIST. TC & SDWK EXIST. SSMH W U W V R OHP-� OHP- c41 �G i pl�' cfQ Cr �1 - 7,q -GA=S �u�N c�Cf�7 l TC TOP OF CURB FG FINISH GRADE v i 10' -4" 0 W U � I� I,n X - 6' SETBACK I EXIST. FIRE HYDRANT a � PO G V � c o P COMPACTED FILL 6" INTERGRAL SIDEWALK co I N TS COLLEGE PARK APTS. 5' SLOPE 2�' —�-- 7 CONSTRUCTION NOTES 5' INTEGRAL SIDEWALK (SEE DETAIL) CONST. DEPRESSED DRIVEWAY PER CITY OF IDAHO FALLS STD. 500 -3 REPLACE EXIST. C & G AND 5 SIDEWALK 5' CONCRETE SIDEWALK 2 " ASPHAL T PAVING 10 6" EXTRUDED CURB (SEE DETAIL) 20 LANDSCAPING 3Q 4 WIDE YELLOW PAINTED STRIPE ® HANDICAP PARKING ONLY, VAN ACCESSIBLE 5Q STD. CURB & GUTTER PER CITY OF IDAHO FALLS STD. 500 -1 ® RETAIN AND PROTECT EXIST. STD. C & G AND 5' SIDEWALK 7Q 2' CURB OPENING FF FSW BSW TG LEGEND FINISH FLOOR ELEVATION FRONT OF SIDEWALK BACK OF SIDEWALK TOP OF GRATE FIRE HYDRANT POWER POLE OVERHEAD POWER /TELEPHONE LINE PROPERTY LINE 20 80 VERTICAL CURB GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. x — FENCE LINE CONC. WALK 14 BARS CONT. (TYP.) �— ASPHALT PAVING N TS PHAL T PAVING UD STORM DRAIN MANHOLE SO SANITARY SEWER MANHOLE ® WATER VAL we -1 WATER LINE WATER SERVICE LINE Ff —� —f— ss , SANITARY SEWER LINE t--- t —�--- SANITARY SEWER SERVICE LINE DRAINAGE ARROW O lifil CATCH BASIN DRAIN LINE 1. ALL WORKS SHALL BE COMPLETED IN ACCORDANCE WITH THE 2002 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE CITY OF IDAHO FALLS STANDARD SPECIFICATIONS AND DRAWINGS, 2000 EDITION. 2. APPROXIMATE LOCATIONS OF SOME KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN HEREON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 3. ALL WATER, SEWER AND STORM DRAIN LINES SHALL BE INSPECTED BY HARPER— LEAVITT ENGINEERING INC. PRIOR TO BACKFILLING. 24 HOUR NOTICE IS REQUIRED. 4. WHERE IT IS NECESSARY FOR SEWER, STORM DRAIN OR IRRIGATION LINE TO CROSS WATER LINE AND THE NON — POTABLE (NPWL) LINE IS LESS THAN 18" BELOW OR THE NPWL IS ABOVE THE WATER LINE, THE NPWL LINE SHALL BE CONSTRUCTED WITH PIPE WHICH CONFORMS TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON BOTH SIDES OF THE WATER LINE. ONE FULL LENGTH OF BOTH WATER MAIN AND NPWL SHALL BE CENTERED AT THE CROSSING POINT SO THAT JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. CONSTRUCT AS PER THE ISPWC (REFER TO SD -407). 5. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER VALLEY GUTTER AND /OR SIDEWALK IMPROVEMENTS. 6. PIPE BEDDING SHALL CONSIST OF IMPORT REJECT SAND MEETING SECTION 800 OF THE ISPWC. 7. IN ALL DOMESTIC WATER AND PRESSURE IRRIGATION — ALL TEES, PLUGS, CAPS, BENDS OF 22 1 h - AND GREATER, AND AT OTHER LOCATIONS WHERE UNBALANCED FORCES WILL EXIST, SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKS AS SHOWN IN THE ISPWC. (SD -403) 8. PROVIDE INLET PROTECTION FROM SEDIMENT BY PLACING STRAW BALES AROUND STORM DRAINAGE INLETS UNTIL ASPHALT HAS BEEN INSTALLED. 9. WITHIN FIVE (5) WORKING DAYS AFTER THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS —BUILT PLANS TO HARPER— LEAVITT ENGINEERING, INC. VICINITY MAP S. Teton Riv SITE LOCATION N.T.S. E. 4th N. __W 4th N. St oevhuro Canal _ Valley River Or. N. LEGAL DESCRIPTION Commencing at the Northeast corner of Lot 2, Block 23 of the original Rexburg townsite, in the city of Rexburg, Madison County, Idaho, as per the recorded plat thereof, and running thence West 5 rods, and 6 feet; thence South 15 rods; thence East 5 rods, and 6 feet; thence North 15 rods to the Place of Beginning, subject to a Right of Way for an irrigation ditch along the East side of said tract not to exceed the width of 6 feet. OWNER NAME EASTERN IDAHO SPECIAL SERVICES AGENCY ADDRESS 357 CONSTITUTION WAY ZIP 83402 PHONE 208- 522 -5391 SITE PLAN REXBURG HEADSTART CENTER EAST SECOND NORTH REXBURG, IDAHO FILE NO. 20523-1386 DATE PLOTTED: SHEET NO. SCALE: DRAWN BY: RR 1 of 2 1 CHECKED BY:RB REV. W. 2nd N. St Q uvi E. 2nd N. St. 1.] _ Cul De So St. c J c ° �- , O C ittany Dr. N v W. 1 st N. St. 3 1n E. 1 st N. St. Salem Ave Webster Av . R icks Ave. Q Z o N v Z Q N E. Main St. 3 3 o m �i i o a� 0 ' X '0 �° c% �i r vi vi W. 1st S. St. son ve.. (n) of ''� E. at S St. ►� N to CITY OF REXBURG PLAN APPROVAL ca*. Electric Fire Sewer Water Sanitation Engineering Ad ministrafor City Engineer Zoning Administrator Examiner Building Officiar LEGAL DESCRIPTION Commencing at the Northeast corner of Lot 2, Block 23 of the original Rexburg townsite, in the city of Rexburg, Madison County, Idaho, as per the recorded plat thereof, and running thence West 5 rods, and 6 feet; thence South 15 rods; thence East 5 rods, and 6 feet; thence North 15 rods to the Place of Beginning, subject to a Right of Way for an irrigation ditch along the East side of said tract not to exceed the width of 6 feet. OWNER NAME EASTERN IDAHO SPECIAL SERVICES AGENCY ADDRESS 357 CONSTITUTION WAY ZIP 83402 PHONE 208- 522 -5391 SITE PLAN REXBURG HEADSTART CENTER EAST SECOND NORTH REXBURG, IDAHO FILE NO. 20523-1386 DATE PLOTTED: SHEET NO. SCALE: DRAWN BY: RR 1 of 2 1 CHECKED BY:RB REV. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ZOLLINGER CONSTRUCTION INC. 3 o EXIST. FIRE HYDRANT EXIST. 8" WL (_ w .... ......... _ _............. ...... _ EAST 2 f : r� MATCH EXIST. TC & SDWK P .. EXIST. 8" SS ` 1 'ro 0 EXIST. DEPRESSED CURB a 5I -OHP a, OH oN 1N EXIST. DUMPSTER 1 I NEW DUMPSTER I I 80 TWIN PINES MANOR Q Co (U d' 0 O O Co (U 0 m d Q ul I m 3 ry W I— z W V ry Q Q Q Li I 110 00 m U) U Q� O n� ll SNOW STORAGE AREA pc X 88. 1 4889 \\ � i I It � t� w II U Oo � 1 � w u I/ I z V- ' 4889.3 " .488. -& - ... /,;v '^ /�'�r -mil a L A R !( F ,I 4887.15 TG WATER VA VE h u 4884.65 INV I i f —i WATER SERVICE LINE 4875.15 BOTTOM SANITARY SEWER LINE t-- t —}- -t— FF = 4889.73 It PAD a 4889.23 m V � it P wi 1 SD •FO CC w r �r V 0 , w U 5Z w X W rl N 4 LA rn i 1'M I N I v I I OD I I k 6 i u 7o h`ti h`L g�ti i �_ o,• o�• oy �� i o,, N to FENCED PLAY GROUND N I 1 2 CONST. FRENCH DRAIN e r n x 4 . 4885.50 TG 4884.09 INV 4873.50 BOTTOM I 4888 ; ' — 4887 4886 - - -- -T` I � __..------ ........_.. - - -- 4885.5 3:1 3:1 ' - - - -- ; 4886 4885.5 y � 4888 I U x N w I w _ -489 I I i t i i i i TWIN PINES MANOR PARKING LOT ' EXIST. SD INLET i i r i A It lo rG CONST. FRENCH DRAIN 2 SAN /TARY SEWER MANHOLE 4887.15 TG WATER VA VE 4884.65 INV I i f —i WATER SERVICE LINE 4875.15 BOTTOM SANITARY SEWER LINE t-- t —}- -t— SANITARY SEWER SERVICE LINE ` U DRAINAGE ARROW wi CATCH BASIN SD •FO CC w r �r V 0 o 0 �tO Z ,EXIST. RETAINING WALL i•f� i W i Q C c h N O Z 'q. COLLEGE PARK APTS. , 1 4 O t f I ; ; u , 0-, ! L4 Q © 00 r Wo �� Q v� Z I I I ' k � t i { I t !. 1 t C cr I f 1 I I I 1 i I I I I 1 I E r I I I i , I A , C6 0Q Q SDMH #1 r' r C 4888.89 RIM Q 4884.38 INV IN z 4884.28 INV ! 11 OUT < I — � z I w w ac ccrc w V X ` I I I 1 I i w I U) i 00 I m ( 1 _•tj Et I t I r It I I 1 � i � i 1 , � i i r i I I I ( , I i I , I ' i ` I t ! I 1 I I 1 I 1 , i I I i I I I I Joe Ho. 20523.1386 TC TOP OF CURB FG FINISH GRADE FF FSW BSW TG V GAP- FINISH FLOOR ELEVATION FRONT OF SIDEWALK BACK OF SIDEWALK TOP OF GRATE FIRE HYDRANT POWER POLE OVERHEAD POWER/;rELEPHONE LINE PROPERTY LINE X — FENCE LINE QD STORM DRAIN MANHOLE (S SAN /TARY SEWER MANHOLE ® WATER VA VE WATER LINE I i f —i WATER SERVICE LINE s -1-- SANITARY SEWER LINE t-- t —}- -t— SANITARY SEWER SERVICE LINE ` U DRAINAGE ARROW wi CATCH BASIN SD STORM DRAIN LINE ND NORTH MATCH EXIST. TC & SDWK /- EXIST. SSMH STANDARD CAST IRON RING AND COVER GROUND COVER .. ON. • • • • �...,� 24 it �„j • 0 • \ • • \ • • • \ • • • • • ., 00 8 NP NONWO •• EQUAL • CO oO6� �a co Co • \• •� !\ ••••• i •••• oo DRAIN 0 0 o o ROCK '94— '6 0 • � • • \• \ •• • ♦�• � • •• •• • ,j O�B ()C) 0 O 0�� O O 0 4' o0 o�od� °� AO C 10 6 am- 00 Co O PERFORATED BARREL 0 O DRAIN ROCK °Uo BACKFILL 2" MIN 6" MAX 0���900 00 °Q ,� 2 — D 00 0 �� °6 °U°° 0 jo Co o �� o ogENCASE ROCK WITH ooh SUPAC 8 NP NONWOVEN 6'-0" FABRIC OR APPROVED EQUAL HOLE CENTERED IN CONC FLOOR FRENCH DRAIN DETAIL_ N T S NOTE: VERIFY ALL EXISTING ELEVATIONS AND UTILITY LOCATIONS BEFORE CONSTRUCTION CONSTRUCTION NOTES 10 CONNECT TO EXIST. 4 " SS SET WCE 20 CONST. 4' FRECH DRAIN (SEE DETAIL) Q CONNECT TO EXIST. 8' WATERLINE ® POINT OF CONNECTION LEGEND V t O ` U CC w r �r V q o 0 �tO Z i•f� i W i Q C c h N O Z 'q. O , 1 4 O I. "V L4 Q © ti Wo �� Q v� Z W ` U CC w Z i•f� i W i Q J Z Q _— U W U W 0. C cr 0 0Q Q = C Q Q z Q < m m — � z W w ac ccrc V W U) W Joe Ho. 20523.1386 , DA 28 // 2006 DPM N OI LKA y CHSCM Iit JJF REOSK S DATE SHEET W. 2 2 OF SHEETS COPYRIGHT © 2001 HLE. ALL RIGHTS RESERVED. Q 1 ( % 4 UU 2 2003 IBC PLAN I. OCCUPANCY CLASSIFICATION (SECTIONS 305): GROUP E 11. AREA, BUILDING (SECTION 502.1): A. TOTAL BUILDING AREA: 2, of B. FLOOR AREA BY USE: 1. CLASSROOM: 793 of (OCCUPIED FLOOR AREA) 2. BUSINESS AREA: 727 of 3. KITCHEN: 467 of 11 1 i, M. AREA LIMITATIONS (TABLE 503): A. GROUP E, TYPE V —B PERMITS 9,500 of B. THE BUILDING COMPLIES WITH THE AREA LIMITATIONS. IV. HEIGHT LIMITATIONS (TABLE 503): A. GROUP E, TYPE V —B PERMITS 1 STORY. B. THE BUILDING COMPLIES WITH THE HEIGHT LIMITATIONS. V. CONSTRUCTION CLASSIFICATION (SECTION 602.5): TYPE V —B VI. ATTIC DRAFTSTOPPING (SECTION 717.4.3): NOT REQUIRED AS THE ATTIC AREA DOES NOT EXCEED 3,000 ef. VII. AUTOMATIC SPRINKLER SYSTEM (SECTION 903.2.2): NOT REQUIRED AS THE FIRE AREA DOES NOT EXCEED 20,000 sf. VIII. PORTABLE FIRE EXTINGUISHERS (SECTION 906): PORTABLE FIRE EXTINGUISHER PROVIDED, SEE FLOOR PLAN. IX. OCCUPANT LOAD (TABLE 1004.1.2): A. OCCUPANT LOAD BY USE: 1. CLASSROOM: 793 NET / 20 = 40 OCCUPANTS 2. BUSINESS AREA: 727 GROSS / 100 = 8 OCCUPANTS 3. KITCHEN: 467 GROSS / 200 = 3 OCCUPANTS B. TOTAL BUILDING OCCUPANTS: 51 OCCUPANTS X. BUILDING EXITS REQUIRED (TABLE 1018.2): A. (2) EXITS REQUIRED. B. 2 EXITS PROVIDED FROM THE CORRIDORS, PLUS A DIRECT ACCESS FROM THE CLASSROOM TO THE EXTERIOR. XI. CORRIDOR FIRE — RESISTANCE RATING (SECTION 1016.1, EXCEPTION 1): CORRIDORS ARE NOT REQUIRED TO BE FIRE —RATED WHEN AN EACH CLASSROOM HAS AN EXIT DIRECTLY TO THE OUTSIDE. XH. PLUMBING FIXTURES (IBC TABLE 2902.1): ACCESSIBILITY ISSUES SHALL MEET THE REQUIREMENTS OF ADAAG AND /OR BUILDING ELEMENTS DESIGNED FOR CHILDREN'S USE GUIDELINES. A. REQUIRED PLUMBING FIXTURES BASED ON 51 PEOPLE = 26 MALE & 26 FEMALE OCCUPANTS: 1. MALE: 1 PER 50 = 1 W.C. & i LAVATORY 2. FEMALE: 1 PER 50 = i W.C. & 1 LAVATORY 3. DRINKING FOUNTAINS: 1 PER 100 = 1 DRINKING FOUNTAIN 4. SERVICE SINK: 1 REQUIRED B. THE PLUMBING FIXTURES PROVIDED MEET THE REQUIREMENTS P ROJ E CT ARCHITECTS SUNDBERG AND ASSOCIATES, INC. IDAHO FALLS, IDAHO (208) 522 -6901 STRUCTURAL ENGINEER G & S STRUCTURAL ENGINEERS IDAHO FALLS, IDAHO (208) 523 -6918 MECHANICAL ENGINEER MECHANICAL SYSTEMS SOLUTIONS IDAHO FALLS, IDAHO (208) 522 -7356 ELECTRICAL ENGINEER BRADLEY ENGINEERING CHARTERED IDAHO FALLS, IDAHO (208) 523 -2862 7 7 l i I �7�J 7 X ' � 9 357 0 W S III u 1 0 u _eNl_ U� W 2 2003 IBC PLAN I. OCCUPANCY CLASSIFICATION (SECTIONS 305): GROUP E 11. AREA, BUILDING (SECTION 502.1): A. TOTAL BUILDING AREA: 2, of B. FLOOR AREA BY USE: 1. CLASSROOM: 793 of (OCCUPIED FLOOR AREA) 2. BUSINESS AREA: 727 of 3. KITCHEN: 467 of 11 1 i, M. AREA LIMITATIONS (TABLE 503): A. GROUP E, TYPE V —B PERMITS 9,500 of B. THE BUILDING COMPLIES WITH THE AREA LIMITATIONS. IV. HEIGHT LIMITATIONS (TABLE 503): A. GROUP E, TYPE V —B PERMITS 1 STORY. B. THE BUILDING COMPLIES WITH THE HEIGHT LIMITATIONS. V. CONSTRUCTION CLASSIFICATION (SECTION 602.5): TYPE V —B VI. ATTIC DRAFTSTOPPING (SECTION 717.4.3): NOT REQUIRED AS THE ATTIC AREA DOES NOT EXCEED 3,000 ef. VII. AUTOMATIC SPRINKLER SYSTEM (SECTION 903.2.2): NOT REQUIRED AS THE FIRE AREA DOES NOT EXCEED 20,000 sf. VIII. PORTABLE FIRE EXTINGUISHERS (SECTION 906): PORTABLE FIRE EXTINGUISHER PROVIDED, SEE FLOOR PLAN. IX. OCCUPANT LOAD (TABLE 1004.1.2): A. OCCUPANT LOAD BY USE: 1. CLASSROOM: 793 NET / 20 = 40 OCCUPANTS 2. BUSINESS AREA: 727 GROSS / 100 = 8 OCCUPANTS 3. KITCHEN: 467 GROSS / 200 = 3 OCCUPANTS B. TOTAL BUILDING OCCUPANTS: 51 OCCUPANTS X. BUILDING EXITS REQUIRED (TABLE 1018.2): A. (2) EXITS REQUIRED. B. 2 EXITS PROVIDED FROM THE CORRIDORS, PLUS A DIRECT ACCESS FROM THE CLASSROOM TO THE EXTERIOR. XI. CORRIDOR FIRE — RESISTANCE RATING (SECTION 1016.1, EXCEPTION 1): CORRIDORS ARE NOT REQUIRED TO BE FIRE —RATED WHEN AN EACH CLASSROOM HAS AN EXIT DIRECTLY TO THE OUTSIDE. XH. PLUMBING FIXTURES (IBC TABLE 2902.1): ACCESSIBILITY ISSUES SHALL MEET THE REQUIREMENTS OF ADAAG AND /OR BUILDING ELEMENTS DESIGNED FOR CHILDREN'S USE GUIDELINES. A. REQUIRED PLUMBING FIXTURES BASED ON 51 PEOPLE = 26 MALE & 26 FEMALE OCCUPANTS: 1. MALE: 1 PER 50 = 1 W.C. & i LAVATORY 2. FEMALE: 1 PER 50 = i W.C. & 1 LAVATORY 3. DRINKING FOUNTAINS: 1 PER 100 = 1 DRINKING FOUNTAIN 4. SERVICE SINK: 1 REQUIRED B. THE PLUMBING FIXTURES PROVIDED MEET THE REQUIREMENTS P ROJ E CT ARCHITECTS SUNDBERG AND ASSOCIATES, INC. IDAHO FALLS, IDAHO (208) 522 -6901 STRUCTURAL ENGINEER G & S STRUCTURAL ENGINEERS IDAHO FALLS, IDAHO (208) 523 -6918 MECHANICAL ENGINEER MECHANICAL SYSTEMS SOLUTIONS IDAHO FALLS, IDAHO (208) 522 -7356 ELECTRICAL ENGINEER BRADLEY ENGINEERING CHARTERED IDAHO FALLS, IDAHO (208) 523 -2862 7 7 l i I �7�J 7 X ' � 9 m_ W � U Q w A O U� � Q W a wo A W a H W a �z po H � E �z � O W C` D F dab U w L � C� V1 A W V O Z W O W W y W W V H A W A i--i .. W M W W W a M--i c� • T � o W � r 0 U� W m_ W � U Q w A O U� � Q W a wo A W a H W a �z po H � E �z � O W C` D F dab U w L � C� V1 A W V O Z W O W W y W W V H A W A i--i .. W M W W W a M--i c� • T At 0 EXIST. 8" WL I -�M w EAST 2ND NORTH 3o I r -MATCH EXIST. TC & SDWK /- EXIST. SSMH MATCH EXIST TC &SDWK ( _ EXIST. 8 " SS EXIST. DEPRESSED CURB OHP �— OH SNOW STORAGE EA EXIST. DUMPSTER NEW DUMPSTER ,, yr TWIN PINES MANOR Q 00 CU d 0 M `D 0 0 CU co CU CU 0 o� d a CIJ I i— rn 3 ry W Z W U f— CY Q Q Q W i co M U) U 0 n i w H X w 5' I W I i s U to R I� .X W M No N� w U Nw x w �r EXIST. RETAINING WALL 8' -6" COLLEGE PARK APTS. TWIN PINES MANOR PARKING LOT EXIST. SD IN TOTAL SITE AREA= 21,904 sq. ft. - 0.503 acres LANDSCAPE / UNDISTURBED AREA = 11,281 sq. ft. - 0.259 acres = 51.50% of Total Property ASPHALT / CONCRETE AREA = 7,242 sq. ft. - 0.166 acres = 33.06% of Total Property BUILDING AREA = 3,381 sq. ft. - 0.073 acres = 15.44% of Total Property CONC. WALK #4 BARS CONT. (TYP.) �— ASPHALT PA VING N TS PHAL T PAVING GENERAL NOTES 1. ALL WORKS SHALL BE COMPLETED IN ACCORDANCE WITH THE 2002 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE CITY OF IDAHO FALLS STANDARD SPECIFICATIONS AND DRAWINGS, 2000 EDITION. 2. APPROXIMATE LOCATIONS OF SOME KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN HEREON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 3. ALL WATER, SEWER AND STORM DRAIN LINES SHALL BE INSPECTED BY HARPER - LEAVITT ENGINEERING INC. PRIOR TO BACKFILLING. 24 HOUR NOTICE IS REQUIRED. 4. WHERE IT IS NECESSARY FOR SEWER, STORM DRAIN OR IRRIGATION LINE TO CROSS WATER LINE AND THE NON - POTABLE (NPWL) LINE IS LESS THAN 18" BELOW OR THE NPWL IS ABOVE THE WATER LINE, THE NPWL LINE SHALL BE CONSTRUCTED WITH PIPE WHICH CONFORMS TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON BOTH SIDES OF THE WATER LINE. ONE FULL LENGTH OF BOTH WATER MAIN AND NPWL SHALL BE CENTERED AT THE CROSSING POINT SO THAT JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. CONSTRUCT AS PER THE ISPWC (REFER TO SD -407). 5. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER VALLEY GUTTER AND /OR SIDEWALK IMPROVEMENTS. 6. PIPE BEDDING SHALL CONSIST OF IMPORT REJECT SAND MEETING SECTION 800 OF THE ISPWC. 7. IN ALL DOMESTIC WATER AND PRESSURE IRRIGATION - ALL TEES, PLUGS, CAPS, BENDS OF 22 X - AND GREATER, AND AT OTHER LOCATIONS WHERE UNBALANCED FORCES WILL EXIST, SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKS AS SHOWN IN THE ISPWC. (SD -403) 8. PROVIDE INLET PROTECTION FROM SEDIMENT BY PLACING STRAW BALES AROUND STORM DRAINAGE INLETS UNTIL ASPHALT HAS BEEN INSTALLED. 9. WITHIN FIVE (5) WORKING DAYS AFTER THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS -BUILT PLANS TO HARPER- LEAVITT ENGINEERING, INC. VICINITY MAP SITE LOCATION - 1 N.T.S. N. E. 4th N. River Dr. �D STORM DRAIN MANHOLE SQ SANITARY SEWER MANHOLE ® WATER VALVE w4 -1 WATER LINE WATER SERVICE LINE ss -r SANITARY SEWER LINE r— t- 1 —t--- SANITARY SEWER SERVICE LINE DRAINAGE ARROW Wa CATCH BASIN so-I STORM DRAIN LINE W. 2nd N. St 4 w E. 2nd N. St. Ui Cul De So St. c -- C ittany Dr. W. 1 at N. St. 3 N E. 1 at N. I St. °= Webster Ave. o Salem Ave v Ricka Ave. ai e Z E. Main St. 3 3 o M O U XbJt� Re w r son ve.. c, C of v vi vi } W. 1 at S. St. W �r! E. at S St. K) vi CITY OF REXBURG PLAN APPROVAL Date Electric Fire Sewer Water Sanitation Engineering City Engineer Zoning Administrator Examiner Buildin g Official" �D STORM DRAIN MANHOLE SQ SANITARY SEWER MANHOLE ® WATER VALVE w4 -1 WATER LINE WATER SERVICE LINE ss -r SANITARY SEWER LINE r— t- 1 —t--- SANITARY SEWER SERVICE LINE DRAINAGE ARROW Wa CATCH BASIN so-I STORM DRAIN LINE M 1 I � 6„ o od P COMPACTED FILL ' IN TERGRA L SIDEWA 6 L K 8 FFORE -0� CITY of REXBURG 359 -3020 ext. 320 DIG LINE 1- 800 - 342 -1585 .HARPER -LEA VITT ENGINEERING, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 985 N. CAPITAL AVE., P.O. BOX 50691, IDAHO FALLS IDAHO 83405 (208) 524 -0212 Commencing at the Northeast corner of Lot 2, Block 23 of the original Rexburg townsite, in the city of Rexburg, Madison County, Idaho, as per the recorded plat thereof, and running thence West 5 rods, and 6 feet; thence South 15 rods; thence East 5 rods, and 6 feet; thence North 15 rods to the Place of Beginning, subject to a Right of Way for an irrigation ditch along the East side of said tract not to exceed the width of 6 feet. OWNER NAME EASTERN IDAHO SPECIAL SERVICES AGENCY ADDRESS 357 CONSTITUTION WAY ZIP 83402 PHONE 208- 522 -5391 SITE PLAN REXBURG HEADSTART CENTER EAST SECOND NORTH REXBURG, IDAHO FILE NO. ,20523.1386 DATE PLOTTED: SHEET NO. 02-28-0 2 SCALE: DRAWN BY: RR 1 of 1 :20 CHECKED BY:RB REV. IST. FiRE HYDRANT 5' SLOPE 23r a CIO I CONSTRUCTION NOTES 5' INTEGRAL SIDEWALK (SEE DETAIL) CONST. DEPRESSED DRIVEWAY PER CITY OF IDAHO FALLS STD. 500 -3 REPLACE EXIST. C & G AND 5' SIDEWALK 5' CONCRETE SIDEWALK 2" ASPHALT PAVING Q 6' EXTRUDED CURB (SEE DETAIL) 2Q LANDSCAPING Q 4' WIDE YELLOW PAINTED STRIPE ® HANDICAP PARKING ONLY, VAN ACCESSIBLE 50 STD. CURB & GUTTER PER CITY OF IDAHO FALLS STD. 500 -1 © RETAIN AND PROTECT EXIST. STD. C & G AND 5' SIDEWALK Q 2' CURB OPENING LEGEND 10' -4" c8 w U � N X X w W - 6' SETBACK x — FENCE LINE N TS TC FG FF FSW BSW TG TOP OF CURB FINISH GRADE FINISH FLOOR ELEVATION FRONT OF SIDEWALK BACK OF SIDEWALK TOP OF GRATE FIRE HYDRANT POWER POLE OVERHEAD POWER /TELEPHONE LINE PROPERTY LINE LEGAL DESCRIPTION 20 80 VERTICAL CURB GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ZOLLINGER CONSTRUCTION INC. I 0 0 O EXIST. 8" WL w —lM I —lM I —lM EAST 2 F • MATCH EXIST. TIC EXIST. 8 SS & SDWK �' - ti 6l 0� 1 EXIST. DEPRESSED CURB EXIST. FIRE HYDRANT ND NORTH MATCH EXIST. TC & SDWK EXIST. SSMH w U Ln w X V W ) x d' `009 ���'� -� o� SNOW STO " 81 4889 EXIST. DUMPSTER i I 1889 , 00`L�° 9 � G GRAPHIC SCALE NEW DUMPSTER ox zo o 10 zo 40 ao 4 ( � IN FEET) 1 inch - 20 ft. 1 TWIN PINES MANOR 0 Ad 488 _� FSW I �000g`L U 08010, X N ` I 4 1t 4889.31 488 41 G w x I II llcw _ V J Q 00 CU 0 v 1 CD 0 m d a -I-' I ry R 1 3 W Q Q Q Li S i I'D 00 m +-> U 0 0- / E '^ U V/ W N W 4890 I i i f � 1 , AL N ', I I I A �I a II c� I Ia���x d a 1 Cn I I II y If If ! fl M I I II II a 1 CV I I II b N a 1 I, FF = 4889.73 !I '' PAD 4889.23 L ` If � _ I' 1 00 If 1 1 i § �I� fi ii u J � ,ir � 00 1 .52' I 0 0 0 �o�• ! 1 FENCED PLAY GROUND 4.- i j, I C4 I i 2 CONST, FRENCH DRAIN ��, '� I O 4885.50 TG ; 4884.09 INV I 4873.50 BOTTOM 48 88 I i 4887 ' I �-�- 4886 _ 4885.5 3:1 3:1 i — T — — — — — — — — — — — 7 1 — I 4885.5 4886 4887 4888 �_ ! f 1 TWIN PINES MANOR PARKING LOT EXIST. SD INLET 1 t IS O 4884.65 INV STORM DRAIN MANHOLE 4875.15 BOTTOM SANITARY SEWER MANHOLE ® WATER VA VE W WATER LINE WATER SERVICE LINE n I O ,EXIST. RETAINING WALL " ' SANITARY SEWER SETWCE LINE x , I � CATCH BASIN so STORM DRAIN LINE a: W i COLLEGE PARK APTS. 1 { I SK j r ci} ; to s r O Q + 1 i � + t � I { i W U • j N i I I, 4 1 1 t 1 I rt t 4 ! t I I ! t I a: I + I i I I t f ; ! t t 1 I ( I + 1 f Co Z Q 'x V/ 1 r� 4888.89 RIM O 4884.38 INV IN 4884.28 INV I I r OUT = m I I Z Jd 10 W < a I W f X E { W I E I ro ca5 CC a ! 1 C0 j li k 4 f + � i { � i ' 1 { r , r 1 {f r f t i ' 1 t i 1 ' ! s { { t TC TOP OF CURB FG FINISH GRADE FF FSW BSW TG 7x oN_ FINISH FLOOR ELEVATION FRONT OF SIDEWALK BACK OF SIDEWALK TOP OF GR4 TE FIRE HYDRANT POWER POLE OVERHEAD POWER17ELEPHONE LINE PROPERTY LINE x — FENCE LINE �D STORM DRAIN MANHOLE SO SANITARY SEWER MANHOLE ® WATER VA VE W WATER LINE WATER SERVICE LINE —�f—� ss �— SANITARY SEWER LINE t— t —�- -r— SANITARY SEWER SETWCE LINE DRAINAGE ARROW CATCH BASIN so STORM DRAIN LINE STANDARD CAST IRON RING AND COVER GROUND COVER -� •.•�, , • �n i ■ 0 UO 00 `bo°��o 0 -, °o Q 6) ° o O Co 0 0 DRAIN ROCK %Uo BACKFILL 2" MIN 6" MAX o GO O �$� C ° Qo O 0 o 0� 000 OOo D o q,3 �0 gENCASE ROCK WITH 00 0 SUPAC 8 NP NONWOVEN FABRIC OR APPROVED EQUAL HOLE CENTERED IN CONC FLOOR FRENCH DRAIN DETAIL N T S NOTE: VERIFY ALL EXISTING ELEVATIONS AND UTILITY LOCATIONS BEFORE CONSTRUCTION • • • • ♦ • • • ♦ • • • • • • • • • • no • • •� : NONWO 11-/00 FABRIC OR APPROVEN • • E .o. `•• ` • •• • • ••• •�• Co .• • co ol 0 ��• • O R • •• D • ••• ••• . • • • ROCK � • �,,l. • 00 0 • S• o 6 ,•♦ ••••• 00 • .� i i CONSTRUCTION NOTES 10 CONNECT TO EXIST. 4 SS SERVICE 2� CONST. 4' FRECH DRAIN (SEE DETAIL) 30 CONNECT TO EXIST. 8'" WATERLINE ® POINT OF CONNECTION LEGEND co W � o U ` N O W� W� a: W � z Q 0 W SK j J �-- o O Q � — U W U • j N � O O Q V C Q Q V, a: Z Q 0_� co W U ` a: W z Q W = j J �-- o Q � — U W U • j W V, a: Q 0_� Z Q V/ r� Q O Z o a = m o Z w x w < a V W C0 Q W N0 ' 20523.1386 ' 28, 2006 DPMN er LKA CHECK U BY JJF REVnswNS DME %. f. 2 OF 2 SHEEIS COPYRIGHT © 2001 HLE. ALL RIGHTS RESERVED. DOOR SGHEDUL.E MARK - ROOM DOOR SIZE DOOR FRAME LABEL HARDWARE GROUP REMARKS W x HT x THK TYPE MATERIAL TYPE MATERIAL I - VESTIBULE 36" x 84" x 13/4" D H.M. I H.M. - SH6C: 0.36 INSULATED DOOR 2 - -- --NOT USED - - - -- - - - Q_ - FINISHED FL FI 3 - OFFICE 36" x 84" x 15/4" B WOOD I H.M. - 4 - OFFICE 36" x 84" x 15/4" B WOOD I H.M. - SPACE T1 5 - OFFICE 36" x 84" x 15/4" B ROOD I H.M. - SERIES 812 GR BAR, 1 x , CONCEALED MOUNTING WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD 6 - JANITOR 36" x 64" x 1 3/4" A AOOD I H.M. - I - MECH. ROOM 36" x 84" x 15/4" A WOOD I H.M. - N OTES: PAPER TOWEL DISPENSER 8 - EXIT 36" x 64" x 1 3/4" G WOOD I H.M. - 2. PAPER DISPENSER ACCESSORIES BY PAPER SUPPLIER, TO BE INSULATED DOOR a - TOILET ROOM 36" x 84" x 13/4" A WOOD I H.M. - 10 - TOILET ROOM 36" x 84" x 15/4" A WOOD I H.M. - 11 - KITCHEN 36" x 84" x 13/4" A WOOD I H.M. 60 MIN. 12 - CLASSROOM 36" x 84" x 1 3/4" B WOOD I H.M. - 13 - CLASSROOM EXIT 36" x 64" x 15/4" C WOOD I H.M. - INSULATED DOOR 14 - TOILET ROOM 36" x 84" x 15/4' A WOOD I H.M. - 15 - TOILET ROOM 36" x 84" x 15/4" A WOOD I H.M. - I6 - KITCHEN 36" x 84" x 15/4" A WOOD I H.M. 60 MIN. I'f - FOOD 5TORA6E 36" x 84" x 15/4" A H.M. I H.M. - 18 - SERVICE ENTRANCE 36" x 84" x 1 5/4 11 A H.M. I H.M. - INSULATED DOOR la - KITCHEN PASS-THRU 36" x 48" x 15/4 A H.M. 2 H.M. 60 MIN. PROVIDE MAGNETIC HOLD OPEN DEVICE 20 - KITCHEN PA55 -THRU IS" x 48" x 13/4" A H.M. 2 H.M. 60 MIN. PROVIDE MAGNETIC HOLD OPEN DEVICE DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE TO MEET ADA REQUIREMENT5. 4. ALL THRE51-101-05 TO MEET ADA REQUIREMENTS - VERTICAL CHANGE IN LEVEL NOT TO EXCEED 1/4" 2. MANUALLY OPERATED EDGE OR SURFACE MOUNTED OR BEVELED CHANGE IN LEVEL NOT TO EXCEED FLUSH BOLTS ARE PROHIBITED ON DOORS. 1/2" WITH 1:2 SLOPE. 3. ALL DOOR 6LAZIN6 TO BE TEMPERED (EXCEPT WIRE GLAZING). 1 .. - TEMPEREI GLAZING A D OOR 7'rFE5 L TEMPEREI INSULATEI 6LAZIN6 DOOR WIDTH TEMPERED INSULATED GLAZING O� ❑c Tv Q iv m Q Q m 1/4 = 1' - 0 " WIDTH m 2 D OOR FRAME TYPE5 (VERIFY W/ KITCHEN EQUIPMENT HEI&HT5) ©E 1/4 = 1' - 0 " N 4 1 - 0 11 " TOILET TISSUE (2 OPTIONAL. LOCATIONS) -� HY -LITE FIXED VINYL FRAME Q SUMMIT SERIES 8600 `" ACRYLIC BLOCK WINDOW, 8 "x8 "x2" 'SOLAR BLOCK' 42' GRAB BAR VINYL FIXED WINDOW, I 15" MI J - - J T2 0 Q LOW -E 6LAZIN6 - 5" MAX. FORWARD APPROACH - U- FACTOR: 0.32 iv 3 1/2" MAX. 2= SH6C: 0.36 TO TOP OF 5PdlT INTERNAL 6RID r 4 Q_ �r FINISHED FL FI TOILET PARALLEL APPROACH DRINKING FOUNTAIN INSULATE ALL WATER `DRAIN VY NDOW SCHEDULE TOILET AGGE550R1' SCHEDULE PI PI ►PNc9 1/4" = 1' -0" TIRE t ir Q ; s • 2 TOILET ROOMS TO BE I" TO 1 1/ " DIAMETER, MOUNTIN6 HEIGHT O BARS TO BE 16" - 21" A.F.F. � ---------- - - - - -- - G (FROM "BUILDIN6 ELEMENTS D 6NE 1 A QA i A3 FOR CHILDREN'S USE ', SECTION I I 4.16."i(3) 'GRAB BARS') r - ------ - - - - -J L-------------------- - - - - -- -- --------- - - - - -- -, I I I I Zo �/ \ 61, Ft I B 51M. I GIRL'S T.R. t � I tt� �� A4 I� B RAB / I I 4 i FOOD 5T0RA6 _ 80Y 5 T.R. I I � 15" CLA55ROOM 1 '1 sf r - --� O I Q I C14 KITCHEN i WALL5 5EPARATIN6 KITCHEN SEE SHEET A -5 FOR 51 d 5TORA6E FROM ADJACENT ib KITCHEN LAYOUT d AREAS SHALL BE I -HOUR m EQUIPMENT INFORMATION F - FIRE -RATED (DET. E/A3) — I 13 Q ® 0 I I I I i e I G A4 L _ _ A4 I la A3 N A 24" x 5' -0" 51MLITE W/ - A5 TEMPERED GLAZING SET - I I 1 IN H.M. FRAME (DET. L /A3) I 2 FJ I " a MINIMUM CLEAR 54" HISH WALL YV \ i - \ 1 - FINISHED DIM. O (5) FULL HEI64T 2x 's \ / / ' WATER COOLER I I m AT EACH END ME 5 T.R. WOMEN 5 T.R. I �, O TO ROOF TRU55F5 r 1 - - - I� FE - ENTRY I 4 CORRIDOR i ® ELEC. PANEL I -- i O MOP — I' -6° 4' -0° SINK GU 5T x6 5TUD5) 22" x 50" ATTIC, L - - - -: G I \ AGC E55 MEOWELECT ROOM A4 i I Q 4 B SIM. OFFICE O I — I H I A4 I 5 : -b :: �N B I L - - - - - -- -� I i I 18 1 I o i_ KITCHEN i - SERVICE ENTRY I N i I O N I O o I - I r r I I_ - -_ A _ A I I I I a� I a� I : i T I i I I m _1 ir iv 4 it in I l N N OPEN OFFICE AREA I I I OFFICE 0 4 A I A A i I A3 I I I 4 I I •o r- " A4 51M. N-ROOF 16' -2" OVERHANG LINE I i I ;fl I i ® I I I GENERAL NOTES: A3 I. EXTERIOR DIMEN51ONS ARE FROM OUTSIDE FACE OF CONCRETE FOUNDATION WALL 4 OUT5IDE FACE OF 10' - 0 " 18 8' -6" WOOD WALL 5HEATHIN6. 2. INTERIOR DIMEN51ON5 ARE FROM FACE OF WOOD 45' -0" 2x4 5TUD5 (OR 2x6 5TUD5 AS DIMENSIONED). 3. O INDICATES PORTABLE FIRE EXTIN6U15HER. MINIMUM REQUIREMENTS: 2AIOBC. CABINET TO BE SEMI- RECE55ED 41 1 /2 "W x 24 "H x 6 "D (INSIDE DIM5) ENAMELED STEEL BOX WITH 50LID DOOR WITH 4"x4" BREAK GLASS A4 TO INTERNAL LATCH. PLAN I LAN ®0 4. INSUL TE ALTIONI LE RO WALL5 W/ 3 1/2" UNFACED 1/4 I -0 5. ALL EXTERIOR DOORS TO HAVE A CONCRETE STOOP OF 5' -0" x 6 -0" MIN., TO SLOPE 1/4" : 12" MAXIMUM AWAY FROM DOOR THRESHOLD. SEE DOOR 50HEOULE FOR THRESHOLD REQUIREMENTS. F f-I O W � E-I r r l 0 U� W V1 c� 1-� W w A � O ZQ WQ W 11 P-4 A A w � � a U A W W [� 1 �i 1' O �z �w 0 �° �� 0 ��.. W � AGGE551 51 L I T1' 5TANDARD5 TOILET TISSUE (2 OPTIONAL. LOCATIONS) -� 1 - - 48x 42" 12% 42' GRAB BAR 4• TO T z OWTiQ OMN fe - I 15" MI J - - J T2 0 36" GRAB �• BAR 5" MAX. FORWARD APPROACH 3 1/2" MAX. 2= I T3 TO TOP OF 5PdlT Q_ TOILET PARALLEL APPROACH DRINKING FOUNTAIN INSULATE ALL WATER `DRAIN r� TOILET AGGE550R1' SCHEDULE PI PI ►PNc9 MARK DESCRIPTION cr.eNC ; MIRROR SERIES 780 18" x 36 ", MOUNT 38" ABOVE FLOOR SPACE T1 L (TO REFLECTIVE SURFACE). SERIES 812 GR BAR, 1 x , CONCEALED MOUNTING WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD LAVATORY STAINLESS STEEL. SERIES 812 GRAB BAR, 1 1/2" DIA. x 36% CONCEALED MOUNTING T3 WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD STAINLESS STEEL. N OTES: PAPER TOWEL DISPENSER MIRROR SOAP DISPENSER T1 1. MODEL NUMBERS ARE BASED ON WASHROOM ACCESSORIES AS MANUFACTURED BY BRADLEY CORP., WASHROOM ACCESSORIES. TOO R � 2. PAPER DISPENSER ACCESSORIES BY PAPER SUPPLIER, TO BE F EFFLXT I� T6 T4 INSTALLED BY OWNER. Ln TOILET ACCESSORIES TIRE t ir Q ; s • 2 TOILET ROOMS TO BE I" TO 1 1/ " DIAMETER, MOUNTIN6 HEIGHT O BARS TO BE 16" - 21" A.F.F. � ---------- - - - - -- - G (FROM "BUILDIN6 ELEMENTS D 6NE 1 A QA i A3 FOR CHILDREN'S USE ', SECTION I I 4.16."i(3) 'GRAB BARS') r - ------ - - - - -J L-------------------- - - - - -- -- --------- - - - - -- -, I I I I Zo �/ \ 61, Ft I B 51M. I GIRL'S T.R. t � I tt� �� A4 I� B RAB / I I 4 i FOOD 5T0RA6 _ 80Y 5 T.R. I I � 15" CLA55ROOM 1 '1 sf r - --� O I Q I C14 KITCHEN i WALL5 5EPARATIN6 KITCHEN SEE SHEET A -5 FOR 51 d 5TORA6E FROM ADJACENT ib KITCHEN LAYOUT d AREAS SHALL BE I -HOUR m EQUIPMENT INFORMATION F - FIRE -RATED (DET. E/A3) — I 13 Q ® 0 I I I I i e I G A4 L _ _ A4 I la A3 N A 24" x 5' -0" 51MLITE W/ - A5 TEMPERED GLAZING SET - I I 1 IN H.M. FRAME (DET. L /A3) I 2 FJ I " a MINIMUM CLEAR 54" HISH WALL YV \ i - \ 1 - FINISHED DIM. O (5) FULL HEI64T 2x 's \ / / ' WATER COOLER I I m AT EACH END ME 5 T.R. WOMEN 5 T.R. I �, O TO ROOF TRU55F5 r 1 - - - I� FE - ENTRY I 4 CORRIDOR i ® ELEC. PANEL I -- i O MOP — I' -6° 4' -0° SINK GU 5T x6 5TUD5) 22" x 50" ATTIC, L - - - -: G I \ AGC E55 MEOWELECT ROOM A4 i I Q 4 B SIM. OFFICE O I — I H I A4 I 5 : -b :: �N B I L - - - - - -- -� I i I 18 1 I o i_ KITCHEN i - SERVICE ENTRY I N i I O N I O o I - I r r I I_ - -_ A _ A I I I I a� I a� I : i T I i I I m _1 ir iv 4 it in I l N N OPEN OFFICE AREA I I I OFFICE 0 4 A I A A i I A3 I I I 4 I I •o r- " A4 51M. N-ROOF 16' -2" OVERHANG LINE I i I ;fl I i ® I I I GENERAL NOTES: A3 I. EXTERIOR DIMEN51ONS ARE FROM OUTSIDE FACE OF CONCRETE FOUNDATION WALL 4 OUT5IDE FACE OF 10' - 0 " 18 8' -6" WOOD WALL 5HEATHIN6. 2. INTERIOR DIMEN51ON5 ARE FROM FACE OF WOOD 45' -0" 2x4 5TUD5 (OR 2x6 5TUD5 AS DIMENSIONED). 3. O INDICATES PORTABLE FIRE EXTIN6U15HER. MINIMUM REQUIREMENTS: 2AIOBC. CABINET TO BE SEMI- RECE55ED 41 1 /2 "W x 24 "H x 6 "D (INSIDE DIM5) ENAMELED STEEL BOX WITH 50LID DOOR WITH 4"x4" BREAK GLASS A4 TO INTERNAL LATCH. PLAN I LAN ®0 4. INSUL TE ALTIONI LE RO WALL5 W/ 3 1/2" UNFACED 1/4 I -0 5. ALL EXTERIOR DOORS TO HAVE A CONCRETE STOOP OF 5' -0" x 6 -0" MIN., TO SLOPE 1/4" : 12" MAXIMUM AWAY FROM DOOR THRESHOLD. SEE DOOR 50HEOULE FOR THRESHOLD REQUIREMENTS. F f-I O W � E-I r r l 0 U� W V1 c� 1-� W w A � O ZQ WQ W 11 P-4 A A w � � a U A W W [� 1 �i 1' O �z �w 0 �° �� 0 ��.. W � vi Q_ v� I CONTINUOUS RIDGE VENT, V-600 BY "CORA-VENT" (OR EQUAL) AE5T ELEVATION 1/4" = 1'-0" WRAP WOOD BEAH5 $ COLUMNS IN VINYL, TYPICAL CONCRETE PIER, 5EE STRUCTURAL - -- - - -- - - - - - - --- - - - - - - - - - - - - - - - - ---- - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - ----- - - - --- - - -- - - Meru NORIH ELEVATION 1/4 = 1 A5FHALT COMP051TION SHINGLE, "NEW HORIZON SHAN16LE" BY CERTAINTEED, :245 L55 PER 5CUARE, 50 YEAR WARRANTY (OR EQUAL) VINYL SIDING, DI" ROUGH -5PLI7 5HA<E5, "CEDAR IMPRE55I0N5" BY CER7AIN17EED, 0.125" 7Hicx (OR EQUAL) VINYL 51DIN6, MONOGRAM 46L, 5", DU7CHLAF BY CER7AIN7EED, 0.046" 7HIr,< (OR EQUAL) � ^1 1T1111 1^1 It- = \ /=M \ / /-^^ EA5T ELEVATION 5" VINYL WINDOW TRIM BY CERTAINTEED (OR EQUAL) 5OUTH ELEVATION 1/4" = 1'-0" LLJ < LLJ D� v < 7- O X LL O u �0 c� w W '7 U E- LLJ ry i a O c� w W '7 U E- LLJ ry i a 2x6 WOOD STUD WALL EXTERIOR SIDING — 2 SEALANT, CONT. JAMB ANCHOR, (3) `— VINYL 51DIN& uuuuuuu 05B WALL 5HEATHING WALL 5HEATHING ; 2x6 WOOD STUD WALL R -141 BATT INSULATION PER JAMB 2x6 WOOD STUD WALL AT I6" o.c. LINTEL, SEE 5TRUC. �5/8" GYP• BOARD 6 MIL. VAPOR BARRIER 6 MIL. VAPOR BARRIER rN07E; 5/8" GYPSUM BOARD, TAPED, STANDARD VINYL DOOR 5/8" GYPSUM BOARD, TAPED, GYM TEXTURED 8 PAINTED TEXTURED 8 PAINTED d WINDOW TRIM ---_., SEALANT m OID AT ALL EXTERIOR WALL I FILL VOID AT ALL EXTERIOR WALL I SEALANT — OPENING HEADERS WITH A MINIMUM OF RIGID FOAM INSULATION OF 2" OF RIGID FOAM INSULATION 26 GA. PREFINISHED XTRUDED POLYSTYRENE) (R -10, EXTRUDED POLYSTYRENE) METAL FLASHING A5 r% (3) 2X4 POST AT EACH END SPECIFIED OF WALL TO EXTEND TO H.M. FRAME, PAINTED 2x6 WOOD STUD WAL ROOF TRUSSES, WRAP P05T IN FRP STEEL INSULATED DOOR, PAINTED 15/4" 5/8" GYP. BOARD 3/4" SOLID SURFACE GAP TRUSS BEARING ELEV. = 108' -0 EXTERIOR HEAD DETAIL H EXTERIOR JAMB DETAIL J 11/2" = I' -O" A5 1 1/2" = I' -0" � A5 O 2x4 WOOD STUD WALL AT 24" o.c. W/ 5/6" &YP5UM BOARD AND FIBER -GLASS REINFORCED PANEL EACH SIDE (6 3/4" AT 2x6 STUD WALL5) 4 3/4_ 2x4 WOOD STUD WALL 5/8" GYPSUM BOARD 2x4 WOOD STUD WALL EACH SIDE 5/8" GYPSUM BOARD SEALANT CONT., EACH 1 ' EACH SIDE SIDE SEALANT CONT., EACH SIDE H.M. FRAME PAINTED — H.M. FRAME PAINTED (3) JAMB A: N PER JAMB i — — — -- J (2) JAMB ANCHORS 50LID GORE WOOD PER JAMB DOOR, STAINED &LAZING STOP 0 3/4" AT 2x6 TEMPERED GLAZING STUD WALL5) — NOTE: HEAD 4 JAMB SIM. NOTE: HEAD, JAMB 8 SILL SIM. LATER I OR DOOR DETA K INTERIOR Y I ND0A DETAIL L A5 3 " _ I' -0" � VINYL SIDING WALL 5HEAT 2x6 WOOD 5 INSULATION LINTEL, SEE VINYL WINDC 5/6" GYPSUM BOARD PAINT -GRADE WOOD TRIM 6 JAM55, PAINTED v WALL TO EXTEND FROM FLOOR TO CEILING. FINISHED FLOOR ELEV. = 100 0 1/4" = 1' - 0 " 1 4. oi�PAWO 4 OTIPASO W LL S ECTION - KITCHEN 3/4" = 1' -0 GA FILE No. WP 3510 2x4 WOOD STUDS AT 24" ox. (2) LAYERS 5 /8" TYPE 'X' GYPSUM BOARD FOR TYPICAL ROOF CONSTRUCTION, SEE SECTION E3/A5 I PREFINISHED 4 FORMED METAL FASCIA OVER (4) LAYERS 3/4" PLYWOOD 5UBFA5CIA 1' -0" CONT. PERFORATED METAL SOFFIT ONE LAYER 5/8" TYPE 'X' GYPSUM BOARD APPLIED PARALLEL WITH OR AT RIGHT AN6LE5 TO EACH 51DE OF 2x4 WOOD STUDS SPACED AT 24" o.c. W/ bd COATED NAILS 11/8" LONG, 0.0 SHANK, 1/4" HEADS, 1" o.c. GYPSUM BOARD TO BE NAILED TO TOP $ BOTTOM PLATES AT 1" ox, 5TA66ER JOINTS 24" o.c. EACH SIDE. 1/2" (MIN.) WOOD GA FILE No. RC 2602 STRUCTURAL PANELS BASE LAYER 5/8" TYPE 'X' GYPSUM BOARD WOOD TRU55 APPLIED AT RIGHT AN6LE5 TO WOOD ROOF TRUSSES 24" o.c. WITH 1 1/4" TYPE 'W' OR '5' DRYWALL 5CREW5 24" o.c. FACE LAYER 5/8" TYPE 'X' GYPSUM BOARD APPLIED AT RIGHT ANGLE5 TO TRU55E5 WITH 17/8" TYPE 'W' OR 'S' DRYWALL 5CREW5 12" o.c. AT JOINTS AND INTERMEDIATE TRUSSES AND 1 1/2" TYPE 'G' DRYWALL 5CREW5 12" o.c. PLACED 2" BACK ON EITHER 51DE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOOD TRUSSES 5UPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT AN6LE5 TO TRUSSES WITH 8d NAILS. APPROPRIATE ROOF COVERING. CONTINUOUS RIDGE VENT 5HIN6LE5 TO COVER RIDGE VENT 5HIN65LE5 OVER UNDERLAYMENT h- 1wAMW -lW ��ni i —HOLD BACK ROOF 5HEATHIN6 ON ONE 51DE AS SHOWN RIDGE VENT DETAIL rZ7 N.T.5. R -38 BLOWN -IN INSULATION -' 6 MIL. VAPOR BARRIER 5/8" GYPSUM BOARD, TAPED, TEXTURED 8 PAINTED PROVIDE ICE $ WATER SHIELD AT ALL EAVES TO 3' -0" WITHIN EXTERIOR WALL5 ASPHALT COMPOSITION 5HIN6LE5 OVER #15 BUILDING PAPER 12 055 ROOF 5HEATHIN6 5 INSULATION BAFFLE PRE - ENGINEERED WOOD TRU55 AT 24" o.c. \ \\ CONT. BLOCKING, SEE STRUCTURAL FOR VENTING DETAIL AT SIM. CONDITION, SLOPED BOTTOM CHORD R -38 BLOWN -IN INSULATION 6 MIL. VAPOR BARRIER 5/8" GYPSUM BOARD, TAPED, TEXTURED 4 PAINTED CONT. METAL DRIP _ FLASHING TRU SS BEARING ELEV. = 108 PREFINISHED $ FORMED METAL FASCIA OVER (4) LAYERS 3/4" PLYWOOD 5UBFA5GIA _n CONT. PERFORATED METAL SOFFIT 4" CONCRETE SLAB 4" CONCRETE SLAB OVER VAPOR BARRIER OVER VAPOR BARRIER TREATED BASE PLATE W/ TREATED BASE PLATE W/ 4 COMPACTED GRAVEL ANCHOR BOLTS 4 „ COMPACTED GRAVEL ANCHOR BOLTS BASE BASE OQ� I _ FINI SHED FLOOR FINI SHED FLOOR �,. . ; ; .. .', • ' ''. , ELEV. = 100'-0' .: ;., . ; , .. ' , — ELEV. = 10 0 R16-71D INSULATION AT '/ 2” RI \/ 2 RIGID INSULATION AT \ \ FOUNDATION 8 SLAB / / \/ < CONCRETE FOOTING, FOUNDATION 8 SLAB / / / //� PERIMETER '"'• '' \ \/\ � \\ � CONCRETE FOOTING, PERIMETER SEE STRUCTURAL SEE STRUCTURAL ' . \/\ CONCRETE FOUNDATION ,� '. \ \/ ••` • ,• /\ \ \ //' // CONCRETE FOUNDATION WALL, SEE STRUCTURAL WALL, SEE STRUCTURAL 1NALL SECTION KAL.L 5ECTION B 3/4" = 11 -011 A 5 3/4" = 11-01, A 5 �N 7'/y klH� _ TRU SS BEARING ELEV. = 108'-0' Q Lu vm =Q lu V Q O 0 Q tL O h—I C) c� �7 W x Q V1 F-I W a a a o x rn V 1 Q W H � Q w � � V1 ° � A � w � W �o o ° H � VINYL SIDING `— VINYL 51DIN& 0 55 WALL 5HEATHING 05B WALL 5HEATHING R -141 BATT INSULATION 2x6 WOOD STUD WALL R -141 BATT INSULATION 2x6 WOOD STUD WALL AT I6" o.c. AT 16" o.c. 6 MIL. VAPOR BARRIER 6 MIL. VAPOR BARRIER rN07E; 5/8" GYPSUM BOARD, TAPED, 5/8" GYPSUM BOARD, TAPED, GYM TEXTURED 8 PAINTED TEXTURED 8 PAINTED NOTE: j LLJ rlrl OID AT ALL EXTERIOR WALL I FILL VOID AT ALL EXTERIOR WALL I G HEADERS WITH A MINIMUM OPENING HEADERS WITH A MINIMUM OF RIGID FOAM INSULATION OF 2" OF RIGID FOAM INSULATION XTRUDED POLYSTYRENE) (R -10, EXTRUDED POLYSTYRENE) 4" CONCRETE SLAB 4" CONCRETE SLAB OVER VAPOR BARRIER OVER VAPOR BARRIER TREATED BASE PLATE W/ TREATED BASE PLATE W/ 4 COMPACTED GRAVEL ANCHOR BOLTS 4 „ COMPACTED GRAVEL ANCHOR BOLTS BASE BASE OQ� I _ FINI SHED FLOOR FINI SHED FLOOR �,. . ; ; .. .', • ' ''. , ELEV. = 100'-0' .: ;., . ; , .. ' , — ELEV. = 10 0 R16-71D INSULATION AT '/ 2” RI \/ 2 RIGID INSULATION AT \ \ FOUNDATION 8 SLAB / / \/ < CONCRETE FOOTING, FOUNDATION 8 SLAB / / / //� PERIMETER '"'• '' \ \/\ � \\ � CONCRETE FOOTING, PERIMETER SEE STRUCTURAL SEE STRUCTURAL ' . \/\ CONCRETE FOUNDATION ,� '. \ \/ ••` • ,• /\ \ \ //' // CONCRETE FOUNDATION WALL, SEE STRUCTURAL WALL, SEE STRUCTURAL 1NALL SECTION KAL.L 5ECTION B 3/4" = 11 -011 A 5 3/4" = 11-01, A 5 �N 7'/y klH� _ TRU SS BEARING ELEV. = 108'-0' Q Lu vm =Q lu V Q O 0 Q tL O h—I C) c� �7 W x Q V1 F-I W a a a o x rn V 1 Q W H � Q w � � V1 ° � A � w � W �o o ° H � ��C c \I /.i \irrl•f r1'1 1.1/1 /�P'\ n��r Te- 111/•r 5 /8" TYPE 'X' GYPSUM BOARD EACH 51 DE -� G� GYM _D V j LLJ rlrl I I I ��C c \I /.i \irrl•f r1'1 1.1/1 /�P'\ n��r Te- 111/•r 5 /8" TYPE 'X' GYPSUM BOARD EACH 51 DE -� 8' - lO�u _1 CABINETS DOORS wl TH LOCKS (NO LOCKS AT 51MILAR CONDITION IN OFFICE 6YP5UH TEXTURE 2 1/4" W H16H PR TOP HO ED61N6 MELAMII DOORS PVC ED B A4 BAY WINDOW ELEVATION 1/4" = I' -0" BAY W I NDOW SECT I/2 1: - 0 u 16" DEEP ADJUSTABLE SHELVING WITH MELAMINE SURFACES d PVC, EDGE BANDIN6 16" DEEP ADJUSTABLE 5HELVIN6 WITH MELAMINE SURFACES 4 PVC ED6E BANDING CU5700 1 AN SHELVING C 1/4" = 1 a:sxs�a��si 'I FOOD STORAGE 5HELVIN6 i o CEILIN6 HE16HT 12" DEEP SHELVING ON NORTH WALL 1 /4x = 1'-0 H16H PRE55LRE LAMINATE FIRE -RATED H.M. DOOR TOP HORIZONTAL SURFACE t FRAME, AUTOMATIC, 01-051% AND E061N6, ON MA6NETIC HOLD OPEN DEVICE COUNTER TO HAVE 5" DIA. Q ROUNDED CORNERS IN I' -0 " H16H PRESSURE LAMINATE PLAN VIEW TOP HORIZONTAL SURFACE 8 EDGING MELAMINE VERTICAL SURFACE < 1 TCHEN PA55 -7HRU ELEVATION E 1/4" = 1'-0" A4 MELAMINE VERTICAL SURFACE — Q m 4" RUBBER BASE -� <170HEN PA55 -THRU SECTION 1/2" 11 -0x /— FILLER UNIT HIGH PRE55URE LAMINATE TOP HORIZONTAL SURFACE, ED61N6, 34" BACKSPLA5H MELAMINE VERTICAL SURFACES PROVIDE LOCKS AT DOORS sas sis :ms sia imi imm m 8 -0" 4" RUBBER BASE CLA55ROOM CABINET5 G 1/4 A4 O _4 m SEALANT ADJUSTABLE 5HELVIN6 W/ DOORS MELAMINE VERTICAL SURFACES —H16H PRESSURE LAMINATE TOP HORIZONTAL SURFACE, E061N6, 4 BACK SPLASH 14' -2j" 4" RUBBER BASE OFFICE GAB I NETS H 1/4" = I' -0" A4 MILLWORK NOTES: I. ALL 5HELVIN6 4 CABINET INTERIORS TO BE MELAMINE COATED PARTICLEBOARD. 2. EXPOSED CABINET FACES TO BE WOOD 6RAIN MELAMINE COATED PARTICLEBOARD. 5. HORIZONTAL COUNTER TOPS, ED61N6 4 BACKSPLA5HES TO BE COVERED WITH HIGH PRESSURE LAMINATE. 4. EXP05M E06M OF CABINETS DOORS TO RECEIVE 5mm MINIMUM EDGE BANDIN6, ADJUSTABLE SHELVIN6 E 06E5 SHALL BE 5/4" M.P.G. 5. CABINET HARDWARE: ADJUSTABLE SHELF SUPPORTS: 1/4" DIA. PIN WITH ANGLED SHELF SUPPORT, NIGKET PLATED STEEL, 4 PER SHELF CABINET HINGES: 125 DE6REE OPENING DOOR/DRAWER PULLS: STANLEY 4464 MATTE CHROME, OR EQUAL CABINET CYLINDER LOCKS: NATIONAL G 8156 -260, OR EQUAL feml CLA55ROOM W -I -I B-I 6 A4 U MEN'S T.R. w _ B-2 -4 G- w- E3-2 B- W -4 B- CORRIDOR w -I B-I B-1 5 ' O _ KI B -1 W -I FRP BEHIND MOP B-I 51NK TO 4'-0" A.F.F. W -I B -1 ENTRY -I �- , w -I E3-i F-0 B-I W -I B-i w -I - a O s B -I p� W -I MECH/ELE ROOM B-i A4 H 1 " W -I CU5TODIAN B-I �_° B- w -I B-I I I i OPEN OFFICE AREA I I W-1 1 H B-I A4 -I G W -I B -I SLOPE 5-1 W -I 1 B-I w -I OFFICE B-t I -I G - " W -I i B-1 F B-I A-1 I I A4 SIM. ROOM FINISH PLAN 1 /4 KITCHEN SERVICE B-2 N -5 6 -2 " W -lg 3-2 0 N ROOM FI NISH <E GEILIN65 G -I 6YPSUM BOARD, TAPED, TEXTURED b PAINTED G -2 6YP5UM BOARD, TAPED, SMOOTH FINISH W/ OIL - BA5ED ENAMEL PAINT WALL5 W -I 6YP5UM BOARD, TAPED, TEXTURED 3 PAINTED W -2 FIBER -GLASS REINFORCED PANEL TO 4' -0" A.F.F. WITH GYPSUM BOARD, TAPED, SMOOTH FINISH AND OIL -BASED ENAMEL PAINT ABOVE W -5 FIBER -6LA55 REINFORCED PANEL W -4 6YPSUM BOARD, TAPED, SMOOTH FINISH WITH OIL - 5A5ED ENAMEL PAINT BASE B -1 4" RUBBER BASE 5-2 COVED SHEET VINYL 6" H16H FLOORING F -I CARPET F -2 SHEET VINYL F -5 WALK -OFF CARPET F -4 VINYL COMPOSITION TILE ROOM FINISH KEY M5T WALL BA5E CEILING EA6 L C,1_6 HT. BASE FLOOR WALL BASE EAST [oilL DRINKIN6 FOUNTAIN B-2 ijtii 'T== \ SSow,i x"940 i iris m 'Tsm \ im &,i i mam iris sTmm \ SiIRi "-Y- i ,wmi vTmi \ mm " NN=T t iPii ii S ms 4" BAGKSPLASH B- 0-2 W-4 B- \ OOD 5TORA iii Ems. iii i -I iii E iii /� i - I Sii �\ Imo. iii /� iii �\ iii /� i'1 SSx" 7 Ems. i;mi /� feml CLA55ROOM W -I -I B-I 6 A4 U MEN'S T.R. w _ B-2 -4 G- w- E3-2 B- W -4 B- CORRIDOR w -I B-I B-1 5 ' O _ KI B -1 W -I FRP BEHIND MOP B-I 51NK TO 4'-0" A.F.F. W -I B -1 ENTRY -I �- , w -I E3-i F-0 B-I W -I B-i w -I - a O s B -I p� W -I MECH/ELE ROOM B-i A4 H 1 " W -I CU5TODIAN B-I �_° B- w -I B-I I I i OPEN OFFICE AREA I I W-1 1 H B-I A4 -I G W -I B -I SLOPE 5-1 W -I 1 B-I w -I OFFICE B-t I -I G - " W -I i B-1 F B-I A-1 I I A4 SIM. ROOM FINISH PLAN 1 /4 KITCHEN SERVICE B-2 N -5 6 -2 " W -lg 3-2 0 N ROOM FI NISH <E GEILIN65 G -I 6YPSUM BOARD, TAPED, TEXTURED b PAINTED G -2 6YP5UM BOARD, TAPED, SMOOTH FINISH W/ OIL - BA5ED ENAMEL PAINT WALL5 W -I 6YP5UM BOARD, TAPED, TEXTURED 3 PAINTED W -2 FIBER -GLASS REINFORCED PANEL TO 4' -0" A.F.F. WITH GYPSUM BOARD, TAPED, SMOOTH FINISH AND OIL -BASED ENAMEL PAINT ABOVE W -5 FIBER -6LA55 REINFORCED PANEL W -4 6YPSUM BOARD, TAPED, SMOOTH FINISH WITH OIL - 5A5ED ENAMEL PAINT BASE B -1 4" RUBBER BASE 5-2 COVED SHEET VINYL 6" H16H FLOORING F -I CARPET F -2 SHEET VINYL F -5 WALK -OFF CARPET F -4 VINYL COMPOSITION TILE ROOM FINISH KEY M5T WALL BA5E CEILING EA6 L C,1_6 HT. BASE FLOOR WALL BASE EAST [oilL DRINKIN6 FOUNTAIN B-2 G- 8 B \I W -2 no A4 B- 0-2 W-4 B- \ OOD 5TORA 5 -2 B -4 c,-0" W & _2 I IN-4 50Y'5 IS L— 2 _ B W -4 B- -�♦ -- KITCHEN \I \ / I W- L _ B -2 0-2 W-4 B- \ PROVIDE FRP ON ALL SIDES OF " HI&HT UTILITY L— V N Q A H N �O wQ 0 �w c � �x w Q� w o w Q ENNI Q ~' w uw w o a � H � A � w � o � Zz � op Z �z z �cn O0 w w o �Q w N� c o O vi cn I i I - cyI i 'SOOT INC-7 4 FOUNDATION PLAN 1/4# 2 II-ON NOTE5: lift DENOTES SIMPSON STUDS STRAP TIE HOLVOAN EMBEDED INTO CONCRETE WALL AND NAILED PER 5IMP50N INTO DOUBLE 2x6 STUDS. dammi 2) ALL EXTERIOR K&LL5 TO BE TYPE KALL5. SEE N= WALL SG LE ON SHEET 55. L--j wQ v� 0 �w �x Q� ��A c� C15 l � a 1-4 �w W� u l w � � zz � � � ' ( R 0o 9� z 0-0 w� �w N CIO °� � 0 V) E- 10 21'-Ou qzz:71 t o 4 5 1 4 cii 0 r LLJ Of L --------------------------- r ----------- - - - - -- - - - - - - - - - - - - - �0 10 ■ 1 4 11 I ■ II 54 L------- ---- - - - --- ------------ - - - - - - - - - - - - - - - - II - - - - - - - - - - - - CF1 AT SLAB ELEVATION � I I I —+ry � 4" CONCRETE ri Effl'i : I SLAB ON GRADE -j F — Ts I IF 7 54 I ------------------------------------- -------------------------------- - - - - -- r --- - - ---- - -- ------------------------------- ---- --------------------- 11 II I II I II N 11 11 II 5 - r. F 5 • 2x6 COLUMN --T Li L - --- -------------- (TYPICAL 6 PLACES) ------------------- : ----- -------------- 6x6 No. 1 0005 FIR COLUMN (TYPICAL ( 6 PLACES) TYP ------------ ---------------- I --7 - — — - I - d - . I L - �'—C.1`2 ---------------------------------- I r --------------------------- - rfr. & PLACES 71 i 1-7 1 12" x 12 #4 VERTIC RZAL M PIER AND Vi/ 4 - #5 TIM AT 8" oz. II CFI AT 11 SLAB ELEVATION (TYPICAL 6 PLAICES) - ------------------------------------- --------- J L --------------------------- 4'� CFI TYPICAL ---------- ------------------------------ 6" CONCRETE WALL YV #4 AT lep" ok. VERTICAL 4 #4 AT 16" oc. HORIZONTAL L ------------------- --------------- ------------------- TYPICAL -------- 14 17 �' I I � I' I 1 1 CONCRETE CONTROL ------- JOINTS - rY'PICAL, SEE L COWCRETE SLAB ON IiiI 6RADE DETAILS II Il k -J C14 sk CONCRETE FOOTING 50HPOULE FOOTING `l- 11, 0 E FOOTING 14111W 45 'SOOT INC-7 4 FOUNDATION PLAN 1/4# 2 II-ON NOTE5: lift DENOTES SIMPSON STUDS STRAP TIE HOLVOAN EMBEDED INTO CONCRETE WALL AND NAILED PER 5IMP50N INTO DOUBLE 2x6 STUDS. dammi 2) ALL EXTERIOR K&LL5 TO BE TYPE KALL5. SEE N= WALL SG LE ON SHEET 55. L--j wQ v� 0 �w �x Q� ��A c� C15 l � a 1-4 �w W� u l w � � zz � � � ' ( R 0o 9� z 0-0 w� �w N CIO °� � 0 V) E- qzz:71 cii 0 LLJ Of Y) V) o W e E --4 H H Z,} U U) w z J ul w HA zci 9 u � aA F,4 � 00 Z= a H 0 z 00 zF a 0 hU �� O Hill�' Q STRUCTURAL DRAWING NOTES HEAD START CENTER I. GENERAL APPLICATION A. These drawings must be used in conjunction with the architectural drawings to clearly define the requirements for construction. B. Do not scale drawings. G. In the opinion of the Contractor, any Items that appear to be deficiencies, omissions, contradictions or ambiguities in the drawings, should be brought to the attention of the architect and /or structural engineer. II. CODES AND SPECIFICATIONS A. International Building Code (IBC) - 2003 Edition B. AGI 318 -02 Building Code Requirements for Structural Concrete G. AITG Timber Construction Manual - 4th Edition D. ND5 National Design Specification for Wood Construction - 2001 Edition III. DESIGN CRITERIA A. Wind 3 Second Gust Wind Speed = q0 MPH Exposure = G Building Category ii; Iw = 1.00 B. 5elsmlc 5 = .606 SDS = .531 5 = .1a3 SDI = .261 Site Glass = D Seismic Design Category = D Seismic Use Group = I; le = 1.0 Percentage of roof snow used for design = 20% G. Live Loads per 15G Sec. 1607 Uniform I. Ground snow 50 2. Roof (snow load, Is = 1.0) 35 3. Slab on grade 100 4. Interior wall lateral pressure 5 D. Dead Loads Uniform (psf) 1. Framing system 20 (Roof) E. Design Assumptlons 1. Soil bearing pressure assumed to be 1500 psf for columns and wall footings as per IBC Table 1804.2 based upon a clay, sandy clay, silty clay, clayey slit, silt, and sandy silt (GL, ML, MH, and GH) type soil. Any variations encountered, different from the soil type assumed, shall be brought to the attention of 645 Structural Engineers before proceeding. Equivalent fluid pressure = 45 pcf. F. Allowable Stresses (unless otherwise noted) 1. Concrete f'c (a 28 days) a. Footing and foundation walls 3000 psi b. Slabs on grade 3000 psi unexposed slabs 4000 psi exposed to freeze /thaw Provide 5515 - air entrainment for exposed slabs 2. Reinforcing steel ASTM A615 Grade 60 3. Wood framing a. Stud walls Construction Grade Douglas Fir b. 2x joists No. 2 Douglas Fir IV. GENERAL STRUCTURAL NOTES A. All footings shall bear on undisturbed soil or rock. The foundation shall bear on the some soil type throughout the entire structure. A minimum distance of 3' -0" shall be maintained from finished grade to the bottom of all concrete footings. B. Caution shall be taken not to undermine adjacent existing footings. See Allowable Trenching and Utility Placement Detail 1/5 -3. G. Contractor shall verify all dimensions in the field: any variation from the drawings shall be brought to the attention of the Architect. Any proposed field changes Shall have prior approval from the Architect. D. Adequate shoring and bracing of all structural members during construction shall be provided. E. Backfill under slabs and footings shall be with approved material. Place fill In 8" maximum loose lifts and compact to G5% maximum dry density in accordance with A5TM 0155 - 7. V. CONCRETE A. Concrete shall be of ready mix type conforming to A5TM GG4. No special Inspection is required based upon IBG Section 1704.4 (design f'c = 2500 psi). B. When the average daily temperature Is expected to drop below 40° F for 3 or more successive days, the concrete shall comply with the Gold Weather Concreting Standard (AGI 306). Place no concrete against frozen earth. G. Splices of reinforcement at points of maximum stress shall be avoided. All longitudinal reinforcement in beams and headers shall be continuous without splices between supports. Minimum overlap for lapped splices shall be as follows: #4 - 24 " #5 - 30" D. All continuous reinforcement shall terminate with 4 40° return or separate corner bar into Intersecting wall. Use same size bar and spacing as horizontal wall reinforcement. E. All vertical reinforcement In piers and walls shall be doweled from the footing or structure below with rebar of the same size and spacing as required above. F. All construction joints shall be located so as not to impair the strength of the structure. Unless noted on the drawings, all reinforcement shall be continuous through the joints. Each construction joint shall be keyed. G. No aluminum products shall be embedded in the concrete. H. Unless otherwise noted, reinforce all concrete walls as follows: Wall Size Horizontal Reinforcement Vertical Reinforcement 6 #4 a 16" o.c. #4 a 18" o.c. Place steel In center of wall and dowel all vertical reinforcement into the footing below with the same dowel size and spacing as vertical reinforcement. All footing dowels shall have at least 40 diameters embedment Into the wall above. I. All exterior vertical concrete surfaces below finished grade, where in contact with earth, shall be protected with an asphaltic coating. VI. REINFORCING STEEL A. Welding or tack welding of reinforcing bars to other bars, plates, angles, etc. Is prohibited. B. All detailing, fabrication and placing of reinforcing bars shall conform to the AGI Manual of Standard Practice for Detailing Reinforcing Concrete Structures (AGI 315). G. Reinforcement shall be accurately placed and adequately supported before concrete Is placed, and shall be secured against displacement. Location of reinforcement shall be as indicated on the drawings. The following protection for reinforcement shall be provided. Minimum Gover; Gast against and permanently exposed to earth........ 3" Exposed to earth or weather - #5 and smaller... 1 -1/2" Not exposed to earth or weather - slabs, walls... 314" VII. PRE - ENGINEERED WOOD TRUSSES A. Trusses to be designed by Manufacturer. See architectural drawings for roof Slopes and /or truss configurations. Review structural drawings for intended truss placement and support locations. B. The pre - engineered roof truss members shall be designed to support the following loads in addition to the dead load of the member as applicable. 1. 35 psf roof snow load plus drifting as indicated on plans. 2. 8 psf dead load bottom chord. 3. 7 psf dead load top chord. 4. Applicable wind load per wind load design criteria. G. The shop drawings and design calculations shall be produced by, or under the supervision of a registered Professional Engineer. The shop drawing submittal ontractor sh to the call include the following: I. Truss placement plan. 2. Truss design drawing for each truss, stamped and signed by a registered Professional Engineer licensed In the state in which the project will be constructed. 3. Connection requirements for truss to truss girder, truss ply to ply and field Splices shall be designed by truss manufacturer and submitted with shop drawings. Contractor shall provide such connection requirements as Specified In shop submittals. 4. Contractor shall provide all permanent bracing requirements for the structure, including the trusses as indicated In structural drawings and shop drawings. The lateral bracing shall be anchored to solid end walls or permanent diagonal bracing. D. Contractor shall provide blocking at all truss support locations and V -notch blockin as required at all vent locations. See Typical Vent Blocking Detail 9/5 -3. E. No truss shall be modified without the truss manufacturer's approval. Vill. TIMBER A. All wood and timber construction that Is part of this project shall comply with the Timber Construction Manual of the AITC. Other members with equivalent size and strength can be substituted only If documentation Is provided to substantiate capacity of new product. All wood framing members shall have a moisture content less than IcI% unless otherwise noted. B. Notching of any structural member other than that shown on the drawings Is prohibited. See Detail 2/5-3 for Allowable Penetration In Light Framed Lumber. G. There shall be at least two nails at each contact point, with 8d thru I" material, 16d thru 2" material and 40 -60d thru 3" material. D. Wherever possible nails should be driven perpendicular to the grain Instead of toe nailed. E. All wood materials in direct contact with concrete or masonry or within 6" of soil Shall be pressure treated wood or wood of natural resistance to decay. F. Where wood tends to split, holes for nails shall be bored a diameter smaller than that of the nails. G. Roof sheathing face grain must be perpendicular to its supports. H. All wall studs shall be continuous from floor to roof diaphragm. 1. Roof and wall diaphragm sheathing nails or other approved sheathing connections shall be driven so that their head or crown is flush with the surface of the sheathing. J. All wood connection hardware shown on plans Is based upon Simpson Strong Tie products. Equivalent hardware may be used upon approval of the Architect. All hangers are to match the width and depth of framing members with correct slope and skew where applicable. Fill all nail holes unless otherwise noted. All Simpson connectors in contact with pressure treated wood shall be Simpson Zmax (6185) connectors In lieu of standard Simpson galvanized coating. For Alternate Staple Schedule see Sheet 5-3. NAILING SCHEDULE All nails in this schedule may be sinker, box or pneumatic driven nails unless otherwise specified. All fasteners exposed to weather or moisture and /or fasteners less than I/2 "4) driven into pressure treated lumber shall be stainless steel or galvanized. Other nails with proper revised spacing may be used with written approval of the Architect. CONNECTION FASTENING 2x Joists and 2x Trusses 3 -8d toenail a each bearing 2 -8d endnali from rim to joist Blocking between 2x Joists 3 -8d toenail to support plate or joist and 2x Trusses Studs to bottom (sole) plate 2 -16d endnails or 4 -8d toenails Blocking between studs 2 -8d toenail each end or EDGE NAIL SPACING 2 -16d endnails each end Double Top Plates 2x4 Lower plate to top of stud 2 -16d Upper plate to lower plate - staggered Ibd a 16" o.c. Upper plate to lower plate a intersection 3 -16d Upper plate to lower plate a splice point 16d ® 4" o.c. staggered (Minimum lap: 4' -0" staggered splices) 1 3/4 Built -up Corner Studs 16d ® 16" O.C. staggered 2x Built -up Beams 8 Headers SAME WIDTH 2x10 or less in depth 2 rows 16d a 16" o.c. Double 2x Joists 16d a 16" o.c. staggered Ici/32" APA Rated 40/20 Boundary nailing Roof Sheathing No Blocking 0.131" dlo.x 2 1/2" nails ® 6" o.c. required unless shown on Edge nailing - framing plan. 0.131" dia. x 2 1/2" nails ® 6" o.c. ® 2 O.G. Intermediate nailing - 2" O.G. 0.131" dia. x 21/2" nabs @ 12" o.c. ALTERNATE STAPLF SCHEDULE FOR APA RATED SHEATHING EDGE NAIL SPACING d/4 d/6 2x4 AS SPECIFIED IN 7/8 GONG. 2x6 THE WOOD WALL 14 GAUGE 15 GAUGE 16 GAUGE OR DIAPHRAGM 1 3/4 ILL TO B 2 10 SGHEDULE5 SAME WIDTH 1 1/2 BLOCKING 6" O.G. a 5 1/2" O.G. a 5" O.G. ® 3 1/2" O.G. ® 4" O.G. ® 3 1/2" O.G. @ 3" O.G. ® 2 1/2" O.G. ® 3" O.G. 0 3" O.G. ® 2 O.G. NONE 2" O.G. NONE NONE NONE NOTE: I. ALL STAPLES TO HAVE 7/16" MIN. GROWN WIDTH. 2. ALL STAPLE SPAGING AT INTERMEDIATE PANEL SUPPORTS 15 ® 12" O.G. 3. MINIMUM PENETRATION FOR ALL STAPLE GAUGES 15 1 1/2 ". 4. FASTENER SPAGING a 2" O.G. OR LESS REQUIRES NOMINAL 3x MEMBER. 4 � a I- d/4 d/6 I" MAX. dB NOTCHING OF ROOF OR FLOOR JOIST -- MEMBER _ FILL TO d/4 d/6 2x4 BE I N PLACE 7/8 GONG. 2x6 BEFORE FTC. 1 3/8 7/8 2x8 15 POURED 1 3/4 ILL TO B 2 10 3 SAME WIDTH 1 1/2 BLOCKING AS FTC. IF PIPE OR DUCT INTERFERES � Z WITH FOOTING AND PIPE OR (I) (2) DUCT CANNOT BE DROPPED, (4) (5) CONTACT ENGINEER. SHEATHI NO PERFENID 1 CULAZ TO FOUNDATION JINTERMED. le MIN. 2x4 ® I/2" BACK FILL 2x � 4' -O" O.G. NO 5/5 -3 N/A N/A N/A 16 O.G. X X d TRENCH �\ 2x6 ® 2x I/2" m ® 4' -O" O.G. YES 2x6 ® 5/5 -3 ONE SIDE ® 6" O.G. ®12" O.G. PIPE OR 16 O.G. 7" EMBED DUCT a ° a a a NO EXCAVATION BELOW THIS LINE 12 PARALLEL TO FOUNDATION ALLOVNABLE TRENCH I NCG UTILITY PLACEMENT DETAIL L L/3 L/3 L/3 /3 NO NOTCHING d d16� ALLOWED �dB 1 1/2" MIN. I BEARING TYP. HOLE BORING OF ROOF OR FLOOR .1015T DBL. TOP PLATE In d/4 2" MIN. - Q d/3 MAX. d 2" MIN. SIZE SCHEDULE MEMBER d/3 d/4 d/6 2x4 1 1/8 7/8 5/8 2x6 1 3/4 1 3/8 7/8 2x8 2 318 1 3/4 1 I/8 2 10 3 2 1/4 1 1/2 BLOCKING DETAIL APA RATED � SEE NOTES FOR REINF. AR OPENING FOOTING NO PIPE THRU FTC. ��. dB MAX- 5/8" MIN. Q LU T- z � O ()Z< J NOTCHING 4 HOLE PORING OF EXT. OR BEARING WALL STUDS M E 2x12 3 5/8 2 3/4 17/8 \6 HOLE5 4 NOTCHES IN BEAMS ARE NOT ALLOWED UNLE55 2- 51MP50N GS 16 OTHERWISE APPROVED IN Vy00D STUD STEEL STRAPS (MIN.) WRITING BY ENGINEER NOTCHING OF DOUBLE TOP PLATE ALLOT AE3LE PENE7 ATI ON IN K2'� L I CGHT F RAMFD 2XLUM57 R ROOF SF- VENT BL DBL. BOUNDARY NAILING EACH SIDE OF OPENING BOUNDARY NAILING FRAMING MEMBER VENT SPACE DBL. TOP PLATE BEVELED PLATE (WHERE APPLICABLE) SECTION S SCALE 3/4" = 1' -0" S_3 DBL. TOP PLATE 2x BLOCKING 4' -0" O.G. FULL HEIGHT OF COLUMN S I MPSON M5T37 STRAP TIE 16d NAILS ® 4" O.G. STAGGERED WOOD BEAM BUILT UP WOOD COL. 2 ROWS OF 16d NAILS ® 12" O.G. STAGGERED `- WOOD STUD WALL BEAM PARALLEL TO WALL 16d NAILS ® 4" STAGGERED BOTH SIDES OF BEAM TOP PLATE CONFIGURATION MAY VARY, IF NOT CONTINUOUS, PROVIDE SIMPSON 1 - 7 STRAP TIE ACROSS BEAM. DOUBLE TOP PLATE CHORD MEMBER - LAP SPL I CE OF DEL. TOP PLATE 0 -. TOOLED JOINT OR N 1st. POUR 2nd. POUR w Z 1/4" M AX. S GU T 0 LU WITHIN 24 HOURS Z 3/ 4 " MI N. v AFTER POUR 4 l LU 'r a ° ° a a lk _41 F- q ° ° l' a \ COMPACTED GRANULAR FILL Z- PAINT JOINT W/ BOND UNDISTURBED OR BREAKER PRIOR TO COMPACTED SOIL SECOND POUR TYPICAL CONTROL JOINT (GGJ) TYPICAL CONSTRUCTION JOINT (GGJ) CONCRETE SL AE3 ON 67 RARE DETAIL G&S STRUCTURAL ENGINEERS S 1600 JOHN ADAMS PARKWAY, SUITE 200 i� J G j IDAHO FALLS, IDAHO 83401 0 PHONE: (208) 523 -6918 FAX: (208) 523 -6922 PROJECT NUMBER: 05505 COPYRIGHT 2005 DRAFTER: KT5 DESIGNER: MA CHK. BY: WOOD BEAM 2x STUD EACH SIDE OF BEAM 2x BUILT -UP WOOD STUD COLUMN IN FRAMED WALL 4 SPACER TO MATCH BEAM WIDTH 2 ROWS OF 16d NAILS ® 12" O.G. STAGGERED BEAM PERPENDICULAR TO WALL E3EAM TO C OLUMN CONNECT ON N lNOOD STU VNALL 4' -0" MIN. LAP FLOOR OR ROOF LINE 16d NAILS ® 4" D.G. STAGGERED Q (SEE FRAMING PLAN FOR SHEAR WALL HOLDOWNS) W � V OOD /BALL SCHEDULE (SEE APPROPRIATE SECTIONS FOR BOTTOM PLATE NAILING �i OR BOLTIN(5) MARK WALL STUDS SILL PLATE BOTTOM ANCHOR 2x2x3/l6 PLATE WALL TOP PLATE 7/16" (�): NAILING (0.131 "� x 2 112" MIN.) H a O PLATE BOLTS WASHERS BLOCKING DETAIL APA RATED � Z � C� E-, (I) (2) (3) (4) (5) (6) SHEATHI NO ' EDGES JINTERMED. BW 2x4 ® I/2" 2x4 ® 2x � 4' -O" O.G. NO 5/5 -3 N/A N/A N/A 16 O.G. 7" EMBED 4' - 0 " O.G. SW 2x6 ® 2x I/2" m ® 4' -O" O.G. YES 2x6 ® 5/5 -3 ONE SIDE ® 6" O.G. ®12" O.G. 16 O.G. 7" EMBED PANEL JT. (1) USE CONSTRUCTION GRADE DOUGLAS FIR. (2) USE PRESSURE TREATED WOOD WHEN IN CONTACT WITH CONCRETE. (3) USE A507 STEEL. DO NOT RECESS NUT AND WASHER INTO SILL PLATE. MINIMUM 2 ANCHOR BOLTS PER PIECE. LOCATE ANCHOR BOLTS ID" FROM EACH END OF PIECE. CONTRACTOR MAY USE SIMPSON SET HIGH STRENGTH EPDXY W/ 6" MIN. EMBED. IN LIEU OF ANCHOR BOLTS. USE A507 THREADED ROD W/ SAME DIAMETER $ SPACING AS ANCHOR BOLT. (4) USE A36 STEEL. DO NOT REGE55 INTO SILL PLATE. IF PLATE WASHERS ARE NOT REQUIRED, USE STANDARD WASHERS. (5) AT BEARING WALLS (BW) ONLY, BLOCKING MAY BE ELIMINATED IF WALL SHEATHING IS APPLIED. (6) WHERE TOP PLATE 15 GUT OR DISCONTINUOUS, STRAP ACROSS BREAK WITH 51MPSON MST57 STRAP. (7) SHEATHING TO BE PLYWOOD OR 0513. (VERTICAL OR HORIZONTAL ORIENTATION.) PROVIDE BLOCKING AT ALL UNSUPPORTED PANEL EDGE5 FOR NAILING, INCLUDING PANEL EDGES ABOVE AND BELOW OPENINGS. G&S STRUCTURAL ENGINEERS S 1600 JOHN ADAMS PARKWAY, SUITE 200 i� J G j IDAHO FALLS, IDAHO 83401 0 PHONE: (208) 523 -6918 FAX: (208) 523 -6922 PROJECT NUMBER: 05505 COPYRIGHT 2005 DRAFTER: KT5 DESIGNER: MA CHK. BY: WOOD BEAM 2x STUD EACH SIDE OF BEAM 2x BUILT -UP WOOD STUD COLUMN IN FRAMED WALL 4 SPACER TO MATCH BEAM WIDTH 2 ROWS OF 16d NAILS ® 12" O.G. STAGGERED BEAM PERPENDICULAR TO WALL E3EAM TO C OLUMN CONNECT ON N lNOOD STU VNALL 4' -0" MIN. LAP FLOOR OR ROOF LINE 16d NAILS ® 4" D.G. STAGGERED Q Q � a Q W � Q w �i w �T_Q Q r Q (YQ� O H a O H� O E-i \ TTT H \ / i T \ V V r V L W V1 E-+ C � F-�-1 IH U a s Q Q FTT�+►��i W H Q � a Q W � Q w r w � N C� H a O V) O O w � Z � C� E-, Tk v 1.4 o_ E.. r, Q W (/) O V) o_ (/) � o W � H V 0 � W � x W Q � � � w ZQ W A E �a Z . U� w w Aa W Uw 0 � W �Q H w � a N � � A � w � �o �o AE � Z z � o wz �w �° �cf) w � WEBB o � � r � o W � H V 0 � W � x W Q � � � w ZQ W A E �a Z . U� w w Aa W Uw 0 � W �Q H w � a N � � A � w � �o �o AE � Z z � o wz �w �° �cf) w � WEBB o � AIR DEVICE AIR DEVICE # CFM MARK T & DUTY FACE SIZE NECK SIZE CEILING TYPE MAX. CFM MAX. T.P. (IN WC) N.C. LEVEL MAX. MANUFACTURER & MODEL NO. REMARKS 19 ADJUSTABLE LOUVERED 24 "x24" 6 "0 SURFACE 170 0.13 25 TITUS TDCA 18 "x18" CORE SONES 20 ADJUSTABLE LOUVERED 24 "x24" 8 "0 SURFACE 310 0.13 27 TITUS TDCA 18 "x18" CORE 240/1 25.2 ADJUSTABLE LOUVERED 24 "x24" 10 "0 SURFACE 440 0.13 28 TITUS TDCA 18 "x18" CORE �1 CEILING PERFORATED 24 "x24" 22 "x22" SURFACE 1200 0.05 17 TITUS PX P - N/A 51 PERFORATED 24 "x 12" 22" x 10" GRID 600 0.06 10 TITUS 0.5 80 * VERIFY FRAME TYPE OF ALL AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLAN BEFORE ORDERING A. INSTALL ALL PLUMBING AND MECHANICAL SYSTEMS IN ACCORDANCE WITH 2003 INTERNATIONAL BUILDING CODE, 2003 INTERNATIONAL MECHANICAL CODE, 2003 INTERNATIONAL FUEL GAS CODE, 2003 INTERNATIONAL ENERGY CONSERVATION CODE, AND 2003 UNIFORM PLUMBING CODE, B. CLOSELY COORDINATE ALL MECHANICAL AND PLUMBING WITH ELECTRICAL, ARCHITECTURAL, AND STRUCTURAL. DUCTWORK AND PIPING IS APPROXIMATE AND DIAGRAMMATIC AND IS NOT TO BE SCALED. PROVIDE ALTERNATE ROUTING, OFFSETS, AND TRANSITIONS AS REQUIRED FOR COORDINATION OF ALL WORK WITHOUT ADDITIONAL COST TO THE OWNER. C. FIELD VERIFY ALL MECHANICAL AND PLUMBING PRIOR TO COMMENCING NEW WORK, DO NOT FABRICATE OR INSTALL ANY MECHANICAL OR PLUMBING BEFORE VERIFYING DIMENSIONS AND ROUTING WITH BUILDING CONDITIONS. D. COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS. E. COORDINATE ALL ELECTRICAL AND CONTROL REQUIREMENTS WITH ELECTRICIAN. F. INSTALL ALL EQUIPMENT AND DEVICES PER MANUFACTURER'S RECOMMENDATIONS, PROVIDE ONE YEAR PARTS AND LABOR ON INSTALLATION. G. PROVIDE ACCESS PANELS FOR ALL EQUIPMENT, DAMPERS, ACTUATORS, AND FILTERS, ENSURE ADEQUATE ACCESS TO ALL SYSTEM COMPONENTS FOR MAINTAINABILITY. H, PROVIDE OPERATIONS AND MAINTENANCE MANUAL INCLUDING ALL HVAC AND PLUMBING EQUIPMENT. I. PROVIDE STARTERS AND CONTACTORS NECESSARY TO OPERATE ALL MECHANICAL EQUIPMENT. COORIDINATE ALL REQUIREMENTS WITH ELECTRICAL. H AC EQUIPMENT AND AIR DEVICES PER PLAN BY AN K. PROVIDE BALANCE VALVES AND DAMPERS TO ALLOW COMPLETE BALANCE OF HVAC AND PLUMBING SYSTEMS, L. CLOSE ENDS OF DUCTWORK AND PIPING AND COVER FLOOR DRAINS DURING CONSTRUCTION. CLEAN ALL EQUIPMENT, PIPING, AND DUCTWORK AT COMPLETION OF PROJECT. N. PROVIDE SEISMIC RESTRAINTS FOR HVAC AND PLUMBING EQUIPMENT, DUCTWORK, AND PIPING IN ACCORDANCE WITH 2003 IBC WITH SEISMIC DESIGN CATEGORY D, SITE CLASS D, SEISMIC USE GROUP I, SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENT SDS =0.49, ONE SECOND PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENT SD1 =0.25, AND IMPORTANCE FACTOR 1.0. OF FURNACE. LINE ALL RETURN DUCT A MINIMUM OF 20 FEET UPSTREAM OF FURNACE, LINE ALL RETURN AIR TRANSFERS AND GRILLE PLENUM BOXES, DUCT LINER TO BE MINIMUM R -5, TRIM AND SEAL JOINTS. P. INSULATE ALL CONCEALED UNLINED DUCT WITH MINIMUM R -5 (INSTALLED) FIBERGLASS DUCT WRAP. INSULATE ALL OUTSIDE AIR DUCT WITH MINIMUM R -5 (INSTALLED) FIBERGLASS DUCT WRAP. INSULATION TO BE UL LISTED AND MEET NFPA 220. WHEN DUCT IS ROUTED ABOVE CEILING INSULATION, DUCT INSULATION MUST BE R -8 (INSTALLED). LOUVER SCHEDULE (L) Q, ROUND FLEXIBLE DUCT TO BE 1" THICK INSULATED AND MEET NFPA 90A CFM MIN. FREE AREA (SQ. Ff.) MAX. DIMENSIONS (WxH) (IN) MANUFACTURER STANDARDS. FLEXIBLE DUCT RUNS TO BE MAXIMUM 8 FEET IN LENGTH & MODEL NO. AND FREE OF KINKS, ELECTRIC UNIT HEATER (EH) MARK KW VOLT /PHASE MANUFACTURER & MODEL NO. REMARKS f�l 3.0 240/1 INDNEECO REMOTE THERMOSTAT MANUFACTUER 0. LINE ALL RECTANGULAR SUPPLY DUCT A MINIMUM OF 20 FEET DOWNSTREAM M. PROVIDE VIBRATION ISO FOR ALL FAN OR COMPRESSOR DRIVEN EXHAUST FAN (EF) EQUIPMENT. PROVIDE FLEXIBLE CONNECTIONS TO EQUIPMENT, MARK NOM COOLING (MBH) AMBIENT TEMP. ( °F) MIN SEER FAN MOTOR MAX DAMPER METHOD OF OPENING MAX MANUFACTUER W (IN) (BHP) HP VOLT/ MARK TYPE CFM ESP RPM SONES (GRAVITY I OR MOTOR) CONTROL SIZE (IN) OPER. WT (LBS) MODEL REMARKS CU -2 42 95 13 240/1 25.2 40 PH 30 30 230 LOW AMBIENT KIT (IN) (IN) (IN) �1 CEILING 100 0.4 1500 N/A 1/6 120/1 3.5 GRAVITY WALL N/A 20 COOK CEILING GRILLE, VIBRATION T E R 5 3" CABINET FLUSH VALVE: ZURN Z- 6000AV -WSI 1600 400 0.5 80 90 43.2 0.23 SWITCH 18.4 20 GC ISOLATION 74 M. PROVIDE VIBRATION ISO FOR ALL FAN OR COMPRESSOR DRIVEN EXHAUST FAN (EF) EQUIPMENT. PROVIDE FLEXIBLE CONNECTIONS TO EQUIPMENT, MARK NOM COOLING (MBH) AMBIENT TEMP. ( °F) MIN SEER ELECTRICAL MAX. DIMENSIONS REMARKS VOLTAGE/PHASE MCA MOP L (IN) W (IN) H (IN) WT. (LBS) CU-1 36 95 13 240/1 26.4 40 35 30 30 230 LOW AMBIENT KIT H CU -2 42 95 13 240/1 25.2 40 35 30 30 230 LOW AMBIENT KIT (IN) J. BALANCE ALL V APPROVED INDEPENDENT TEST AND BALANCE CONTRACTOR. BALANCE CONDENSING UNIT (CU) REPORT TO BE GIVEN TO ENGINEER, OWNER, AND 0 &M MANUAL. FURNACE (F) MARK INPUT (BTUH) ROUGH -IN SIZE NG HEATING DX COOLING ELECTRICAL 18x 18 MAX. DIMENSIONS MAX. DIMENSIONS VOLTAGE/ PHASE MANUF. & MODEL NO. MARK CFM MIN OSA (CFM) ESP (IN WC) REMARKS INPUT MIN EFF MIN SEN MAX PD VOLT/ MCA MOP L W H WT _ EAT ENTERING AIR TEMPERATURE EFF (MBH) ( °,6) MBH (IN WC) PH 3" 2" (IN) (IN) (IN) (LBS) FD FLOOR DRAIN FPM FLOOR TO RIM: 15" FS WATER CLOSET, ADA COMPLIANT, FLOOR FT FEET FV FACE VELOCITY CRANE: "31-1701 HVMOUNT SEAT: OLSONITE # 10CC /SS WC -2 MOUNT, BATTERY POWERED PHOTO EYE 1" - 3" CONCENTRIC VENT KIT, FLUSH VALVE: ZURN Z- 6000AV -WSI 1600 400 0.5 80 90 43.2 0.23 120/1 18.4 20 29 21 74 250 5 TON BLOWER, 7 -DAY PROGRAMMABLE WALL MOUNT, RECTANGULAR LAVATORY, LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH THOUSAND BRITISH THERMAL UNITS /HOUR VITEROUS CHINA, BATTERY POWERED _ 1/2" 1 1/2" 1 1/2" CRANE: 1412V HARWICH NC PHOTO EYE FAUCET, GRID DRAIN, IIC THERMOSTAT NO. NUMBER FAUCET: ZURN Z6915 -F NOMINAL 0.5 GPM FLOW NOT TO SCALE OBD OPPOSED BLADE DAMPER OD OVERFLOW DRAIN OSA PRECAST TERRAllO, 24" LONG, 24" WIDE, PD PRESSURE DROP PRV CONCENTRIC VENT KIT, F-2 1400 300 0.5 60 90 37.8 0.23 120/1 12,8 15 29 18 74 230 4 TON BLOWER, 7 -DAY PROGRAMMABLE STOPS, TOP BRACE, CHROME FINISH STATIC PRESSURE SO FT SQUARE FEET SS SERVICE SINK OR STAINLESS STEEL TOD TOP OF DUCT - - 3" 1 1/2" J.R. SMITH FIG. #2005Y. NO -HUB FD -1 FLOOR DRAIN VOLUME THERMOSTAT *ESP INCLUDES DUCT WORK AND FILTER, FILTER =0.16" W.C. ESP DOES NOT INCLUDE EVAPORATOR COIL. * *INSTALL RETURN AIR BASED ON MANUFACTURER'S RECOMMENDATION TO ATTAIN SCHEDULED AIRFLOW, ** *PROVIDE RETURN AIR FLOOR STAND FOR ALL FURNACES. MARK MARK INPUT (BTUH) ROUGH -IN SIZE MARK 700 0.88 18x 18 RUSKIN ELF, COLOR BY ARCHITECT, BIRD SCREEN MAX. DIMENSIONS PLUMBING FIXTURES MARK INPUT (BTUH) ROUGH -IN SIZE FUEL MARK DESCRIPTION TEMP. RISE ( °F) COMMENTS FLUE TYPE MAX. DIMENSIONS VOLTAGE/ PHASE MANUF. & MODEL NO. ACCESSORIES/. COMMENTS DIA. (IN) C.W. H.W. WASTE VENT NG 100 WATER CLOSET, FLOOR MOUNT, 90 6 B 31 CRANE SEAT: OLSONITE #10CC /SS 120/1 BATTERY POWERED PHOTO EYE FLUSH _ EAT ENTERING AIR TEMPERATURE EFF FLUSH VALVE: ZURN Z 6000AV - WSI WC_ 1 VALVE, SIPHON JET, VITREOUS 1 " - 3" 2" COLOR: WHITE FREE AREA CHINA 1.6 GPF FLOOR CLEANOUT FD FLOOR DRAIN FPM FLOOR TO RIM: 15" FS WATER CLOSET, ADA COMPLIANT, FLOOR FT FEET FV FACE VELOCITY CRANE: "31-1701 HVMOUNT SEAT: OLSONITE # 10CC /SS WC -2 MOUNT, BATTERY POWERED PHOTO EYE 1" - 3" 2" FLUSH VALVE: ZURN Z- 6000AV -WSI HP FLUSH VALVE, SIPHON JET, VITREOUS HR HOUR HT HEIGHT COLOR: WHITE INCH CHINA 1.6 GPF INCHES OF WATER COLUMN INWG INCHES OF WATER GAUGE LAT FLOOR TO RIM: 17" LBS WALL MOUNT, RECTANGULAR LAVATORY, LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH THOUSAND BRITISH THERMAL UNITS /HOUR VITEROUS CHINA, BATTERY POWERED _ 1/2" 1 1/2" 1 1/2" CRANE: 1412V HARWICH NC PHOTO EYE FAUCET, GRID DRAIN, IIC NOT IN CONTRACT NO. NUMBER FAUCET: ZURN Z6915 -F NOMINAL 0.5 GPM FLOW NOT TO SCALE OBD OPPOSED BLADE DAMPER OD OVERFLOW DRAIN OSA PRECAST TERRAllO, 24" LONG, 24" WIDE, PD PRESSURE DROP PRV PRESSURE REDUCING VALVE PSI SS -1 6" HIGH SIDES, 3" GRID DRAIN AND 3/4" 3/4" 3" 2" SINK: FIAT MSB 2424 RPBP FAUCET WITH VACUUM BREAKER, SA SUPPLY AIR SEN SENSIBLE FAUCET: KOHLER K -8907 SEA LEVEL STOPS, TOP BRACE, CHROME FINISH STATIC PRESSURE SO FT SQUARE FEET SS SERVICE SINK OR STAINLESS STEEL TOD TOP OF DUCT - - 3" 1 1/2" J.R. SMITH FIG. #2005Y. NO -HUB FD -1 FLOOR DRAIN VOLUME VTR VENT THROUGH ROOF W OUTLET FS -1 FLOOR SINK - _ 3" 1 1/2" NICKEL BRONZE RIM AND HALF GRATE WATER PRESSURE DROP WT WEIGHT EXHAUST AIR DUCT TURNED UP Q JOSAM 49320A EWC 1 SINGLE LEVEL, SURFACE MOUNT 3 / 8 " _ 1 1/4" 1 1/4" ELKAY EZ8 ELECTRICAL WATER COOLER FLOOR OR GRADE CLEANOUT MANUAL VOLUME DAMPER PRECAST CONCRETE TRAFFIC RATED _ _ 4 " 2 " AACOR PRECAST 500 GALLON TRAFFIC GI_ � GREASE INTERCEPTOR - ----®- FLEXIBLE PIPE CONNECTION RATED SAND /OIL /GREASE INTERCEPTOR R. CONSTRUCT ALL DUCT TO SMACNA STANDARDS FOR LOW PRESSURE DUCT CONSTRUCTION, SEAL CLASS A AND 2 IN.WG. PRESSURE CLASS, ALL DUCT TO BE GALVANIZED METAL. ALL ROUND EXPOSED DUCT TO BE SPIRAL DUCT. S. CONSTRUCT ALL DUCT TEES, BENDS, AND ELBOWS WITH RADIUS NOT LESS THAN 1.5 TIMES THE WIDTH OF THE DUCT. WHERE PHYSICAL CONSTRAINTS PROHIBIT RADIUSED ELBOWS, PROVIDE RECTANGULAR ELBOW WITH TURNING VANES. ALL BRANCH TAKEOFFS TO BE CONSTRUCTED OF 90' WYE WITH 45' ENTRY, T. DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS, U. PAINT DUCT INTERIORS VISIBLE THROUGH REGISTERS, GRILLES, DIFFUSERS, AND LOUVERS FLAT BLACK, V. DISINFECT DOMESTIC WATER PIPING. W. PROVIDE CONDENSATE DRAINS PIPED FULL SIZE TO FLOOR DRAIN FOR ALL AIR CONDITIONING EQUIPMENT. PIPING TO BE TYPE L COPPER WHEN ROUTED OUTDOORS AND SCHEDULE 40 PVC WHEN ROUTED INDOORS, X. INSULATE ALL DOMESTIC HOT WATER PIPING AND RECIRCULATION PIPING WITH 1" INSULATION, INSULATE REFRIGERANT PIPING WITH I" INSULATION. PROVIDE ALUMINUM JACKET ON ALL INSULATION LOCATED OUTDOORS. INSULATION TO BE 0.27 BTU /IN *H *FT *FT2. Y. ALL DOMESTIC WATER PIPING TO BE AS FOLLOWS: BURIED - ASTM 688 TYPE K SOLDERED COPPER (NO JOINTS BELOW SLAB). INTERIOR - ASTM 888 TYPE L SOLDERED COPPER, Z. ALL SANITARY WASTE AND VENT AND STORM DRAINAGE PIPING TO BE ASTM D2661 SCHEDULE 40 ABS, CS 270 -65, SOLVENT WELD JOINTS, ALL SANITARY WASTE AND VENT DRAINAGE PIPING PIPED UPSTREAM OF THE GREASE INTERCEPTOR TO BE CAST IRON SV NO HUB SYSTEM. M. PROVIDE ISOLATION VALVES IN GAS AND WATER PIPING FOR MAINTENANCE ON EACH PIECE OF EQUIPMENT. AB. PROVIDE DRAIN PANS UNDER ALL PIPING LOCATED OVER ELECTRICAL PANELS AND UNDER ALL WATER HEATERS, AC. ALL VTR'S TO BE 2" MINIMUM AND TERMINATE MINIMUM 10" ABOVE ROOF, EDGE OR PARAPET, AND 25' FROM OUTSIDE AIR INTAKE INTO BUILDING, AD. PROVIDE CLEANOUTS ON INTERIOR SANITARY AND STORM PIPING EVERY 50 FEET AND EVERY 100 FEET ON EXTERIOR PIPING. AE, INDIRECT DRAIN T &P RELIEF VALVE TO FLOOR DRAIN, AF, SET ALL FIXTURE TEMPERATURE LIMIT STOPS TO 1107 UNLESS INDICATED OTHERWISE. GAS FIRED WATER HEATER (WH) MARK INPUT (BTUH) EFFICIENCY N FUEL . (GAL) RECOVERY RATE (GNP) TEMP. RISE ( °F) FLUE DIA. (IN) FLUE TYPE MAX. DIMENSIONS VOLTAGE/ PHASE MANUF. & MODEL NO. ACCESSORIES/. COMMENTS DIA. (IN) HEIGHT (IN) WH -1 199,900 80 NG 100 180 90 6 B 31 74 120/1 RHEEM UNIVERSAL _ EAT DOMESTIC CIRCULATOR PUMP (CP) MARK DUTY FLOW (GPM) HEAD (FT) SPEED (RPM) VOLT/ PH HP MANUFACTURER & MODEL N0. REMARKS CP -i BUILDING 4.5 20 3300 115/1 1/6 BELL & GOSSETT RED FOX INLINE BRONZE PUMP W/ AQUASTAT KIT 0 AG. PROVIDE GRADE CLEANOUT WHERE BUILDING SEWER CONNECTS TO SEWAGE SYSTEM. AH. PROVIDE ISOLATION VALVES FOR ALL BRANCH LINES SERVING TWO OR MORE FIXTURES, PROVIDE BALANCING VALVES FOR EACH DOMESTIC HOT WATER RETURN PIPING OF TWO BRANCHES OR MORE, AI, AM, PROVIDE WATER HAMMER ARRESTOR IN EACH BRANCH LINE SERVING FIXTURES WITH AUTOMATIC VALVE OPERATORS. AJ. AN. INSULATE HANDICAP LAVATORY TAIL PIECE, P -TRAP, TRAP ARM, HOT AND COLD WATER SUPPLY WITH HANDI LAV- GUARD. v"s k STANDARD ABBREVIATIONS DIA OR 4 DIAMETER SEAL: S Y S- ALT ALTERNATE a 4943 NORTH 29TH EAST, STE A �5VOIJAL F N d U z 0 IDAHO FALLS, IDAHO 83401 r Phone: (208) 522 -7356 [ Fax: (208) 552 -9302 �, T C BTU /H BRITISH THERMAL UNITS PER HOUR 1 5 3 z CFM CUBIC FEET PER MINUTE U 0 sp ' `�, "� W z ✓G qT OF N f THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF MECHANICAL SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITMN CONSENT. ALL RIGIITS ARE RESERVED. COPYRIGHT 2005 MECHANICAL SYSTEM SOLUTIONS. JOB NUMBER: M06136 STANDARD ABBREVIATIONS DIA OR 4 DIAMETER AFF ABOVE FINISHED FLOOR ALT ALTERNATE APD AIR PRESSURE DROP BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BTU /H BRITISH THERMAL UNITS PER HOUR CAP. CAPACITY CFM CUBIC FEET PER MINUTE CV CONSTANT VOLUME DO DRY BULB DSN DOWN SPOUT NOZZLE DW DISHWASHER (E) EXISTING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EFF EFFICIENCY ELEV ELEVATION ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE FA FREE AREA FCO FLOOR CLEANOUT FD FLOOR DRAIN FPM FEET PER MINUTE FS FLOOR SINK FT FEET FV FACE VELOCITY GA GAUGE GAL GALLON GD GARAGE DRAIN GPM GALLONS PER MINUTE HP HORSEPOWER HR HOUR HT HEIGHT IN, INCH INWC INCHES OF WATER COLUMN INWG INCHES OF WATER GAUGE LAT LEAVING AIR TEMPERATURE LBS POUNDS LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH THOUSAND BRITISH THERMAL UNITS /HOUR MECH MECHANICAL. MIN MINIMUM MVD MANUAL VOLUME DAMPER NC NOISE CRITERIA IIC NOT IN CONTRACT NO. NUMBER NOM NOMINAL NTS NOT TO SCALE OBD OPPOSED BLADE DAMPER OD OVERFLOW DRAIN OSA OUTSIDE AIR PD PRESSURE DROP PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE RA RETURN AIR RD ROOF DRAIN RPBP REDUCED PRESSURE BACKFLOW PREVENTER SA SUPPLY AIR SEN SENSIBLE SL SEA LEVEL SP STATIC PRESSURE SO FT SQUARE FEET SS SERVICE SINK OR STAINLESS STEEL TOD TOP OF DUCT TSP TOTAL STATIC PRESSURE VAV VARIABLE AIR VOLUME VFD VARIABLE FREQUENCY DRIVE VOL VOLUME VTR VENT THROUGH ROOF W WITH W% WITHOUT WB WET BULB WCO WALL CLEANOUT WPD WATER PRESSURE DROP WT WEIGHT SHEET INDEX SHEET NO. SHEET TITLE REVISION MA #1 MA #2 MA #3 P0.1 LEGEND ABBREV. GEN. NOTES SCHEDULES STORM DRAIN BELOW GRADE 0.5 - P1.1 PLUMBING FLOOR PLAN -MAIN FLOOR F FIRE SERVICE - P4.1 ENLARGED PLUMBING PLAN - KITCHEN G NATURAL GAS P4.2 ENLARGED PLUMBING PLAN -MAIN FLOOR ' ' ' ' ' HEAT TRACING M1.1 MECHANICAL FLOOR PLAN -MAIN FLOOR CHS CHILLED WATER SUPPLY M5.1 MECHANICAL DETAILS CHR CHILLED WATER RETURN M7.1 MECHANICAL ENERGY COMPLIANCE CODE -CWS- CONDENSER WATER SUPPLY ALL EQUIPMENT SELECTED AT SITE ELEVATION (4900 UNLESS NOTED OTHERWISE WH-1 f - 200 MBH 60 MBH 80 MBH MECHANICAL LEGEND MIXING VALVE (MV) MARK CATE VALVE SD STORK DRAIN ABOVE GRADE OUTLET SIZE (IN) DIMENSION HxWxD BALL VALVE - - SD - - STORM DRAIN BELOW GRADE 0.5 - 1 BUTTERFLY VALVE F FIRE SERVICE - ® MOTORIZED VALVE OPERATOR G NATURAL GAS 4�'- CHECK VALVE (SWAG OR LIFT AS REQ'D) ' ' ' ' ' HEAT TRACING �v SOLENOID VALVE CHS CHILLED WATER SUPPLY - -> AUTOMATIC CONTROL VALVE (2 -WAY) CHR CHILLED WATER RETURN --- - -- AUTOMATIC CONTROL VALVE (3 -WAY) -CWS- CONDENSER WATER SUPPLY .t PRESSURE REDUCING VALVE CWR CONDENSER WATER RETURN -- ( P & T RELIEF VALVE . --HWS- HEATING WATER SUPPLY AIR VENT (AUTOMATIC) HWR HEATING WATER RETURN STRAINER S STEAM - -v - -- CALIBRATED BALANCE VALVE _ RL- REFRIGERANT LIQUID {� 1 VENTURI FLOW METER RS REFRIGERANT SUCTION REDUCER ® SUPPLY DIFFUSER - PET COCK OR GAUGE COCK © RETURN GRILLE PRESSURE GAUGE W/ GAUGE COCK © EXHAUST GRILLE THERMOMETER & RETURN AIR DUCT SECTION T TEMPERATURE & PRESSURE TEST PLUG & RETURN AIR DUCT TURNED UP PUMP �� © RETURN AIR DUCT DOWN FLOW SWITCH SUPPLY AIR DUCT SECTION TEMPERATURE SENSOR ® ® SUPPLY AIR DUCT TURNED UP HOSE BIBB OR SILLCOCK ® ® SUPPLY NR DUCT DOWN ® YARD HYDRANT EXHNJST AIR DUCT SECTION FLOOR DRAIN ® 0 EXHAUST AIR DUCT TURNED UP Q FLOOR SINK ® ® EXHAUST AIR DUCT DOWN - _4� I WAIL CLEANOUT ® ACCESS PANEL - - 3- - FLOOR OR GRADE CLEANOUT MANUAL VOLUME DAMPER EXPANSION JOINT GRAVITY BACKDRAFT DAMPER M - ----®- FLEXIBLE PIPE CONNECTION MOTORIZED DAMPER - REDUCED PRESSURE BA CKFLOW PREVENTER FIRE DAMPER r� DOUBLE CHECK BACKFLOW PREVENTER -© COMBINATION FIRE /SMOKE DAMPER WATER HAMMER ARRESTOR 18/12 DUCT SIZE, FIRST FIGURE IS SIDE SHOWN 0 ELBOW DOWN it BURIED OR UNDERFLOOR DUCT O ELBOW UP DUCT W/ ACOUSTICAL LINING ] PIPE CAP FLEXIBLE DUCT (FEUCAL) v TEE DOWN FLEXIBLE DUCT CONNECTION UNION j==D=* DUCT TRANSITION - - DOMESTIC COLD WATER " m mm ELBOW W/ TURNING VANES DOMESTIC HOT WATER TEE W/ 45 ENTRY - - DOMESTIC HOT WATER CIRC, WYE W/ 45' ENTRY T DOMEAC TEMPERED WATER QT THERMOSTAT OR TEMP SENSOR ----------- - - - - -- SANITARY VENT ( HUMIDISTAT OR HUMIDITY SENSOR SANITARY SEWER ABOVE GRADE ® POINT OF REMOVAL FROM EXISTING --- - - - - -- SANITARY SEWER BELOW GRADE ® POINT OF CONNECTION TO EXISTING D DRAIN DETe DWGN DETAIL TAG RD ROOF DRAIN NOTE e--o KEYED NOTE DD OVERFLOW DRAM SEC# DWG# SECTION CUT LINE MIXING VALVE (MV) MARK MINIMUM GPM MAXIMUM GPM INLET SIZE (IN) OUTLET SIZE (IN) DIMENSION HxWxD MANUFACTURER & MODEL NO. REMARKS MV -1 0.5 5.0 1 1 6x6x4 ZURN ZW - d � o W x Q V1 c� I==� W .-a ¢ o z V1 Q 1� Lvm O Lu � Ck a4QJ w0 u - o �Q J � d z to � o W x Q V1 c� I==� W .-a ¢ o z V1 Q W a 0 E-+ � O W CYJ Q W C� I4 0 4 r w V ■ ■■ Q W W G� O Lli Q O O W �C/D C/D �4 W COORDINATE WITH GAS COMPANY TO PROVIDE 340 MBH AT 4 OZ DELIVERY NATURAL GAS PIPING SCHEMATIC � SCALE PRESSURE u � �Q �Q w � Uw w0 �Q W a 0 E-+ � O W CYJ Q W C� I4 0 4 r w V ■ ■■ Q W W G� O Lli Q O O W �C/D C/D �4 W COORDINATE WITH GAS COMPANY TO PROVIDE 340 MBH AT 4 OZ DELIVERY NATURAL GAS PIPING SCHEMATIC � SCALE PRESSURE u � x+F t`- � G` ' �� r fix `.4v, r Z -t K-,lYf i4 x x X y I x �LK�'r r ry � M fry d }Wk 1 e� fi tx ��a K zt a� r 6 3/4 A .= k K 5 L y f s{ k� r FY t x ti g' E ry s x ! �3 z a �w"� 1/2" i CLASSROOM 0 GPM 4 ,� , HEiV T } — 4 ° t a ki"?''' + P s * a 1' l,;.k s t 5 as �1 }; i.Tm - ` ( y r�"'§� #�`�' �� 7 � a,# 1i't ' 'c+l ,��'h7 �, 'i \r `F§ X45 `x t "4d`"}'sr t`ali� awl t 3 wn'r a''.C, t` x b kr b Y 0, A � ' + >xj t Iii "" ` n �q`'yt+ �i55am s " IN IGN u- t k f F' t }fir a f IF xk iy ft' i� '4 r,`i'St ,t'b 'p `js le•E� X, — + QE �? f, ?! �, ¢' 5F;r�y,. i }1' 6 r, I c d'�, yk.;Yjw� 5 a / �.r7r'^ ry 1,, 'any .t ,. . .:„ .. C� ,ni'}G �, , e ; , , t ,. x;as � '.6 `a 3 �s.. , :e x �,tiy,.,'. ..4 ,:,., ,..< M �.1, r. ^a., + <,;�. / :,:. .. 3. .... -r x � `ri'31 `r,. �` t G ;} ,:• x'�;v. .�, _ •,,,I ra ., ,,.., t ak. .... .., ,.,i -. s ., .�„ a .. k". c- t t .,.:z. � .. , r ,.. `3 ., � ..,' ,� .a,:. ...�. ; <. ,r . r'.,a�,x..., � 1:w. : s. , , ,t` _ 3 ' + #a ,. Y , i_ .�, ,22 �.'# , .st, 3.. ,4. '# F r f;. r`t 1 .rs;:�i^Y .,z.a ., kx. ;S".�: v r }. , : ,,.. ,,.. ,.. - _ - ,r .,,,- ,.�... #r,. ,. �`.: i.. . 3 ;tl .`#4 a'ii. xE ' s 2' -:: .., ., Y.;7.. , >W .dx�- � 4 `V. F {.tw -, ?�' f4 r.+�7 2 g 7,? r I iw a,, 5 3 � Y �. �. � r 'd . f j ,` .#.,_ s. .a.....e ... a'Pa i � yy��,� � �t 5' a Errx I " Re 2 f 1 Z { > � Ee. 73R x..a + D ,t � ti a , s �1`y. - r,x o '. ;�,: C ,..: F• r , r 3 .. ., - r � ,ai. , ,,.., -, *, �!. ;. ,. �s` t .: .�, `. ,: 1 .;rr...s. . , i `a r ry ' a gt,,xym w. ,, gtY`t wn. ;:i. E€ , , y� �. tEr.,...�'? rr .. „a;. " 1 1/4 s .. i :' k , `j,i, a A.,iR rvC 3. � ,,,, �: ' .. ,dJ .. Y 4 °,,. < )}d A. ( ..�'' 2 Y i •ry i'4 f z .. ,.,.. „ "� , .x+ •S,. . „,�,.?. c?':. .. l.e,ox s �� '., pi -,,..g , , ,,..g. 3 t ;4v i .2 E - S ,.. ( 3. "r, ,Xn •,"}�,. =z8 �+'4 7b, fi ;iw r. ,�r�na. ,, 1 ,...te i. ,;`:;�.. �< „` „KU :at`e. n ''” ' .. ,tti � •.,'': 1 .:l. +... , .�� .: ,a..# � a x -.,... �...- � I €� < `.'u.C. , , 3 ,., °�z. _. M �t �r �..:.Tr4 <• ,�, � 5,,. t1 �- + e <,6 „. �+ i. 3/ V N } V ��(y' ,M I � L,'�� REe t 4f+: F 1`3...AE ..t� FYtf' �4'� , GENERAL NOTES s sr '�,' n y.: }'�r�d�` "=� " a. �tr � w..,: X, :F, }.` c�. �m s� �oy� "* C. a,�x' ..`_�;.k y:,, � —:_ —__ _. ,.. ' ;. ._�_'_ _._ —_ — _.— _ - -__ -- __ —.___. A SLOPE ALL SS PIPING AT MINIMUM 1/4/Fr UNLESS NOTED OTHERWISE. VERIFY nth e3 r� g .e , } er g st> rs xsy' INVERT BEFORE COMMENCING NEW WORK. "e'}rk kk�R°h Y >''. i S yy J �y �i k `1 �t '4 ?Jr� `tom vl 5 t R� a, 1. Y 9 m , 5` i l`pA qua t '>' y } `e � F ' "�}3, K�'a j5 .2 t, K n a 3 a r � E � r ,� j � 3rr� ,� ENTPY 4s t "k 1 k,� r {sri: "r ` �aai x' D O R .s t }IU Cr ,04 �� � a �1 - tt t j �� ^k`1 - "* r•� y � i �l`i}' "x5,ry�"r��EN�rx El ]( X65`4�k ,3ryGd e t,2' ul ^F`"1'i. x i b�s`Ia q?}fA sT+} i; a a 6 f a jr`ra�xY 4 a5' i'� n r yviT4t' •" ''.- % CW �{ I BELOW GRADE " _ > >/z — —t� -- - f - t ; ,, ; , ,'�W C:) } '�'eF v � . , { 'r 3s h"b '. c iY ^.s' OF FIC E [� CD U I�L _ —. -- Y CU I I - =7 ' I i -- I �s I OPEN OFFICE ARE i 4 OFFICE I I I I � I I I i � I I I I I I L- - - - - -- ---- - - - - -� SEAL: SYSTEM a rA 4943 NORTH 29TH EAST, STE A O SNAL E � o IDAHO FALLS, IDAHO 83401 ��5 G%STER NC,y U r Phone: (208) 522 -7356 z [ Fax: (208) 552 -9302 a 5 3 d y ua z �G q rF O F PLUMBING FLOOR -MA FLOOR SCALE: 1/4"=V vi S TAN R yJ� THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF MECHANICAL SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. LLI Of LLJ COPYRIGHT 2005 ME �YQ � o Lu Q� o J lu J Q LL! Z W x d Q w W t� C� M � f� a F. W d Q O Ocn �� O Wo L)w � W � � I� O � O �cf) Z H ll I � i CHANICAL SYSTEM SOLUTIONS. 70B NUMBER; M06136 J Q LL! Z W x d Q w W t� C� M � f� a F. W d Q O Ocn �� O Wo L)w � W � � I� O � O �cf) Z H ll I � i W x d Q w W t� C� M � f� a F. W d Q O Ocn �� O Wo L)w � W � � I� O � O �cf) Z H ll I � i s �a z u t let lN PNq A IN ZV f MIT ���� s P I . + I S:L1 6 5. ICOTG i TYP L ---------- - - - --� I l i I RGED PLUMBIN PLAN - KITCHEN m -o" s cALE: 1/2" =1 4" �r .4 I GENERAL NOTES A. SLOPE ALL SS PIPING AT MINIMUM 1 /4 " /FT UNLESS NOTED OTHERWISE. VERIFY INVERT BEFORE COMMENCING NEW WORK. B. VERIFY ALL KITCHEN EQUIPMENT REQUIREMENTS ARE SATISFIED WITH KITCHEN INSTALLER, KITCHEN EQUIPMENT SCHEDULE (CONTINUED) I SYSTEM I I� l l l I� li CONNECTION RGED PLUMBIN PLAN - KITCHEN m -o" s cALE: 1/2" =1 4" �r .4 I GENERAL NOTES A. SLOPE ALL SS PIPING AT MINIMUM 1 /4 " /FT UNLESS NOTED OTHERWISE. VERIFY INVERT BEFORE COMMENCING NEW WORK. B. VERIFY ALL KITCHEN EQUIPMENT REQUIREMENTS ARE SATISFIED WITH KITCHEN INSTALLER, KITCHEN EQUIPMENT SCHEDULE (CONTINUED) SEAL: SYSTEM I PLUMBING CONNECTION RGED PLUMBIN PLAN - KITCHEN m -o" s cALE: 1/2" =1 4" �r .4 I GENERAL NOTES A. SLOPE ALL SS PIPING AT MINIMUM 1 /4 " /FT UNLESS NOTED OTHERWISE. VERIFY INVERT BEFORE COMMENCING NEW WORK. B. VERIFY ALL KITCHEN EQUIPMENT REQUIREMENTS ARE SATISFIED WITH KITCHEN INSTALLER, KITCHEN EQUIPMENT SCHEDULE (CONTINUED) SEAL: SYSTEM MANUFACTUER PLUMBING CONNECTION 0 IDAHO FALLS, IDAHO 83401 tv G�STER i y U r Phone: (208) 522 -7356 HOT COLD WASTE VENT MARK DESCRIPTION CATALOG NO. GAS REMARKS THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF MECHANICAL SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. (3)COMPARTMENT w " " " F- w PRE -RINSE ASSEMBLY: FISHER: 2210 -WB (2.6 GPM) 1 SSP: 3C 16x20 -2 -18 3/4 3/4 1 1/2 _ _ FAUCET: FISHER: 2901 -14 DROP -IN INDIRECT WASTE AT FLOOR SINK Fil DISHWASHER MOYER DIEBEL: _ 3/4" 2" _ _ INDIRECT WASTE AT FLOOR SINK UNDER COUNTER 301HT F3 SHELVING, WIRE 447 SINK, HAND KROWNE METAL 1/2' 1/2' 1 1/2 1 1/2 - - HS -2 _ CONVECTION MOFFAT _ 3/4 _ _ _ WATER INJECTED STEAM OVEN E32MS 20 PSI MIN. INLET PRESSUR F PROOFE /HEATER CABINET _ WORK TABLE a 60" _ WORK TABLE a 48" WORK TABLE a 48" _ WORK TABLE 10 48" 11 (1)COMPARTMENT SSP :1 C 1620 - L - 18 1/2" 1/2" 1 1 /2' - - FAUCET: FISHER 2901 - 14 SINK INDIRECT WASTE AT FLOOR SINK 12 RANGE, INDUCTION, - - - - - - - - ELECTRIC = 13 FAN - - - - - - - WORK TABLE 14 72" _ 15 Fl REFRIGERATOR REACH IN _ 16 FREEZER REACH IN VL V1 O W x Q V cf) w C� H --- o Q �Q wQ W F --I � � a � � H w � � � w C) � N E-1° w L e I� SEAL: SYSTEM m O a cn 4943 NORTH 29TH EAST, STE A �S\ONAL F , 0 IDAHO FALLS, IDAHO 83401 tv G�STER i y U r Phone: (208) 522 -7356 z [ Fax: (208) 552 -9302 y a 5 3 w 0 7 0 z ✓G .OF S TJN R THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF MECHANICAL SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2005 MECHANICAL SYSTEM SOLUTIONS. JOB NUMBER: M06136 mmmommma VL V1 O W x Q V cf) w C� H --- o Q �Q wQ W F --I � � a � � H w � � � w C) � N E-1° w L e I� u uj m O n =Q o ll Q O XQZ J w F- w z VL V1 O W x Q V cf) w C� H --- o Q �Q wQ W F --I � � a � � H w � � � w C) � N E-1° w L e I� i i I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I i L — — — — — — - I i , C C)! CR 0.5 GPM GENERAL NOTES A. REFER TO NATURAL GAS PIPING SCHEMATIC (PO.1) FOR GAS PIPING SIZES AND REQUIREMENTS. B. SLOPE ALL SS AT MINIMUM 1 /4 " /FT UNLESS NOTED OTHERWISE. VERIFY INVERT BEFORE COMMENCING NEW WORK. ENLARGED PLUMBING PLAN- RESTROOM4�0�SCALE: 1/2 " =1' -G" o W x Q r � 0 Crfn) w c� V1 �.J a a o x V1 Q �Q wQ O � W w � a P-4 w � � o o Q' �� w d &i z 0 W orf SEAL: SYSTEM m O a V A 4943 NORTH 29TH EAST, STE A S\ONAL �T-Q O IDAHO FALLS, IDAHO 83401 Phone: �S \S TF (208) 522 -7356 Fax: 552 w Q� (208) -9302 �., LL 5 Q �r Z q rF OF w '9;'./ N R ,�Qy THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF MECHANICAL SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2005 MECHANICAL SYSTEM SOLUTIONS. JOB NUMBER: M06136 o W x Q r � 0 Crfn) w c� V1 �.J a a o x V1 Q �Q wQ O � W w � a P-4 w � � o o Q' �� w d &i z 0 W orf upa m O �OO �T-Q w Q� U LL Lu Q w z o W x Q r � 0 Crfn) w c� V1 �.J a a o x V1 Q �Q wQ O � W w � a P-4 w � � o o Q' �� w d &i z 0 W orf KEYNOTES ROUTE FLUE THROUGH ROOF AND TERMINATE WITH LISTED FLUE CAP. PROVIDE 10*%cC COMBUSTION AR DUCT TO 12" BELOW CEILING. GOOSENECK INTAKE ABOVE ROOF. O TERMINATE CONCENTRIC VENT AT ROOF. F L r 6*0 /-10"0 -1 10 "o r__ 17 21 -x 2 �l 320 04 'LA F_ /-8*0 or I / -10 0 0 10 "0 r\----/l f*" 2 100 CFM SOFRT 601 rVo L'S T. F. L L. if) z STORAGI BOY'S T. �� r I KITCH 19 Lu 00 F-1(D \-6"0 EF-4 -- I i ---- EN'S T. R. WOME s F _ -_ — __j Lq Fq CU -1 40- ON "k K ROUTE REFRIGERAT I TO FURNACES PER MANUFACTURER r__ - �// 60 19 A\\ ILM 12/12 2�0 F 1 120 OPEN OFF AREA L — — SEAL: S Y S TEM — — — — — — — 7 L T ONAL IDAHO FALLS, IDAHO 83401 U Phone: 522-7356 1 L — — — — — — — I L __I 19 SERVIt� � S VK 0 �� I r _CORRIDOR 51 22/6 op = 8*0 22/6 S N 24/10 12 /24 Ir 24 C Fl ICE 24 r "24/1 61 c I 50 r 50 — i-) — 8*0 ') 18/14 12/12 8*0 5 _*N _51� 22/6 — 8*0 �20 t CD F-2 OFFICE 20 I 65 F I R PLAN-MAIN FLOOR 4;;u 1SCALE: 1/4"=V-0" o SEAL: S Y S TEM Lu lz o 4943 NORTH 29TH EAST, STE A T ONAL IDAHO FALLS, IDAHO 83401 U Phone: 522-7356 X5 S Tze,� (208) Fax: (208) 552-9302 F_ kf) _x z C : < < 5 W i Q b OF \ 'Dr. Lu (y N R THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF MECHANICAL SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2005 MECHANICAL SYSTEM SOLUTIONS. JOB NUMBER: M06136 o Lu lz o LL] uj ED T_ F_ kf) _x < < i Q b Lu (y LL < 0 o �7 0 C/I 0 r ? c) � V1 W cl) >.4 C) w� �w � cn E'__ WATER HEATER PIPING - GAS KEYNOTES: 1. TYPE "B" FLUE EXTERIOR 2. DRAFT DIVERTER 3. P &T RELIEF PIPE TO DRAIN 4. EXPANSION TANK 5. STRAINER 6, TO TIME CLOCK CONTROL 7. HW RECIRCULATION PUMP 8. GAS COCK 9. 6" DIRT LEG 10. HOUSEKEEPING PAD SEE DETAIL 11, SAFE PAN PER 15450 W/ 1/2" OPEN DRAIN TO FS /FD SEE DWG 12. 3/4" DRAIN W/ HOSE END 13. MANUF. GAS TRAIN BY HEATER 14. UNION (TYP. OF 2) 15. THERMOMETER (50- 200 NO SCALE WALL CLEANOUT NO SCALE CLEANOUT DETAIL EXHAUST 41 CONCENTRI ROOF TERMINATION KEYNOTES: 1. 20 GA. GALVANIZED SLEEVE. ALLOW PIPING TO MOVE FREELY THRU SLEEVE 2. 2x2 BLOCKING AS REQUIRED 3. FASTEN TO STRUCTURE 4. SCREW (TYPICAL) 5. 20 GA. GALVANIZED SHEET METAL STRAP 6. I -JOIST 7, CLAMP 8. ROOF 9. FLASHING 10, 12" MIN ABOVE AVERAGE SNOW ACCUMULATION 11. APPROX. 4" NOTES: A. USE EXTENSION KIT NECESSARY TO ACHEIVE CLEARANCE ABOVE SNOW LEVEL NO SCALE KEYNOTES: 1, CHROME WALLCOVER AND SCREW 2. MAY EXTEND AS A WASTE OR VENT LINE 3. WALL 4, PLUGGED TEE 5. PVC DWV PIPE 6, FLOOR LINE KEYNOTES: 1. CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/ TOP OF FLOOR 2. FLOOR LINE 3. BRASS CLEANOUT PLUG W/ COUNTER SUNK HEAD 4. FINISH GRADE 5. 16" SQUARE CONC. PAD TROWEL SMOOTH AND EDGE 6. 1/8' C.I. BEND 7. C.I. WASTE LINE. LENGTH TO SUIT 8. WASTE LINE 9. 1/8" BEND IF CLEANOUT OCCURS AT END OF LINE 10. BALANCE OF PIPING SAME AS CLEANOUT TO GRADE NOTES: A, CLEANOUT NOT TO BE LOCATED IN CARPETED AREA SU PPLY OR RETURN AIR DUCT BRANCH CONNECTION KEYNOTES: 1, AIR BRANCH DUCT (TYP) 2. MAIN AIR DUCT NOTES: A. L =1/4 W (4" MINIMUM) NO SCALE NOTES CONT: C. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SEWER D. CONTACT AMCOR PRECAST AT 1 -800- 999 -2240 SECTION VIEW VENT THROUGH ROOF KEYNOTES: 1. MANUAL MAIN SHUT -OFF VALVE 2, DROP FROM MAIN. SEE PLAN FOR SIZE 3. DRIP LEG SAME SIZE AS DROP 4. FLEXIBLE GAS CONNECTOR, 18" MAX 5. GROUND JOINT UNION KEYNOTES: 1, TOP OF COVER TO MATCH EXISTING GRADE /PAVING WHERE APPLICABLE 2. LOCKING FRAME & COVER AIR AND GAS TIGHT 3. OUTLET TO SANITARY SEWER MAIN 4. PRECAST BAFFLE 4" THICK 5, INSPECTION TEE 6. INLET 7, CLEAR ACCESS OPENING 8. SLOT BOTH SIDES NOTES: A. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING AND SANITARY TEE'S, CLEAN -OUTS FOR CLEANING TOWARD AND AWAY FROM INTERCEPTOR (ALTERNATE DUAL SWEEP CLEAN -OUTS) B. FILL W /CLEAN WATER PRIOR TO START UP OF SYSTEM KEYNOTES: 1, SINGLE PLY ROOF JACK FURNISHED AND INSTALLED BY ROOFING CONTRACTOR, SEAL WATERTIGHT TO VENT STACK 2. MEMBRANE ROOFING MATERIAL 3. SLEEVE ROOF CONSTRUCTION AS REQUIRED 4, VENT STACK 5. INCREASER WHEN REQUIRED KEYNOTES: 1. VACUUM BREAKER OPEN TO TO ATMOSPHERE 2. SCREWED CAPPED CLEANOUT (TYP) 3. DX COOLING COIL 4. TO DRAIN SLOPE AT 1 /4 " /FT n L_ COOLING COIL CONDENSATE DRAIN NO SCALE 2 DUCT LINER DETAIL � NO SCALE KEYNOTES: 1. 12" O.C. MAX IN DIRECTION OF AIR FLOW. (IF DUCT IS FABRICATED ON AUTOMATED COIL LINE THIS DIMENSION MAY BE INCREASED TO 14" MAX) 2. SHEET METAL DUCT 3. DUCT LINER 4. NOT MORE THAN 2" FROM EDGE OF LINER 5. FASTENERS (TYPICAL) 6. 12" O,C. MAX (TYPICAL) NOTES: A. ALL TRANSVERSE AND LONGITUDINAL EDGES OF LINER TO BE COATED WITH ADHESIVE DUCT CONSTRUCTION DETAIL NO SCALE TRANVERSE REINFORCING (1) SEAL: Wed) SYSTEM JOINTS o O ��4 o IA 4943 NORTH 29TH EAST, STE A S\pNAL F NCi H H rl o IDAHO FALLS, IDAHO 83401 l�,5 �STE Ric v z a<z Phone: (208) 522 -7356 [ Fax: (208) 552 -9302 Q A SLIP u DIMENSION OF LONGEST SIDE (IN) 0 SIZE AND MAX. LONGITUDINAL SPACING BETWEEN TRANSVERSE JOINTS AND OR INTERMEDIATE REINFORCING W PLAIN S SLIP Z 6, "F OF�O REIN - FORCED BAR SLIP RECOMMENED Ln L9 T�N R \� THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF MECHANICAL SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2005 MECHANICAL SYSTEM SOLUTIONS. JOB NUMBER: M06I36 DUCT CONSTRUCTION DETAIL NO SCALE TRANVERSE REINFORCING (1) Wed) AT JOINTS o O ��4 o �C� DRIVE H H rl ui LL a<z MIN. REINFORCING ANGLE SLIP DIMENSION OF LONGEST SIDE (IN) SHEET METAL GAGE {ALL FOUR SIDES) SIZE AND MAX. LONGITUDINAL SPACING BETWEEN TRANSVERSE JOINTS AND OR INTERMEDIATE REINFORCING MIN. H. IN. PLAIN S SLIP HEMMED S SLIP ALTER'NT BAR SLIP REIN - FORCED BAR SLIP RECOMMENED RECOMMENED RECOMMENED RECOMMENED GAGE GAGE GAGE GAGE UP THRU 12 26 NONE REQUIRED 1 26 26 24 24 13 THRU 18 24 NONE REQUIRED 1 24 24 24 24 19 THRU 30 24 1 "xt "x1/8" AT 60" 1 - 24 24 24 31 THRU 36 22 1 "xi "xi /8" AT 60" 1 - - 22 22 (1) TRANSVERSE REINFORCING SIZE IS DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED 2 LONGITUDINAL JOINTS TO BE PITTSBURG OR SNAP LOCK TYPE DUCT CONSTRUCTION DETAIL NO SCALE I-� cr) o W x d Q 1� 0 U� W ()� �_l W cti a N � W o V1 Q �Q �Q w E � U x W O � �Q w � V1 O �O � � O cn cn O � I o 0 V) LiJ CLEANOUT TO GRADE (COTG) FLOOR CLEANOUT (FCO) GAS LINE CONNECTION NO SCALE GREASE INTERCEPTOR NO SCALE Wed) o O ��4 o Q ui LL a<z o I-� cr) o W x d Q 1� 0 U� W ()� �_l W cti a N � W o V1 Q �Q �Q w E � U x W O � �Q w � V1 O �O � � O cn cn O � I o 0 V) LiJ CLEANOUT TO GRADE (COTG) FLOOR CLEANOUT (FCO) GAS LINE CONNECTION NO SCALE GREASE INTERCEPTOR NO SCALE r� r , 534 0 0 1 150 1 150 S Section 4' Requirements Checklist 2,904 0 f 147 0 r� r 348 5 534 0 0 1 150 1 150 S Section 4' Requirements Checklist 2,904 0 f 147 0 N 193 2 215 C t t o o Permit Number tY d t3 Ak Handier 01 - Building - 'eunywy Loads � � � lu 4 Mechanical Compliance Certificate Checked By/Date 2003 IECC 1 Food Storage 87 2,385 451 0 2518 251P COMcheck -EZ Software Version 3.0 Release 2 6pm June 0 114 25 0 0 0 Data filename: Q:\2006 PROJECTS1M06136 Rexburg HeadstartiFILES\2006- 05- 17_COMCheck.cek e 131 029 0 64 10 Section 1: Project Information 2 Kitchen Service 20 2.12$ 578 0 251P 25/P 6pm June 0 102 32 0 0 0 Project Name: Rexburg Headstart i 208 3 92 122 0 57 13 Designer /Contractor: MS2 3 Kitchen 352 3,451 1.018 0 25/P 25/P Document Author: Hugh Staiger o 4pm June 0 165 60 0 0 0 2.818 0.47 0 10 0 92 22 Section 2: General Information W 4 6kfs Toilet 47 1,067 312 0.._ 25/P Building Location (for weather data): Rexburg, Idaho �1 6pm June 0 51 17 0 0 0 37a 1.08 O.�l"f 0 28 7 Climate Zane: 16 37 _ Heating Degree Days (base 65 degrees F): 8693 5 Cla €sroom 811 11,254 22,914 5,700 25/P 25/P Cooling Degree Days (base 65 degrees F): 143 1---I 5pm August 30 we 1,247 0 750 750 Project Type: New Construction 6,488 0.ee 1.154 0 300 553 _........_�.. __._. _.__. __...w........_._.._ ...._.. _.__...__..._ ..._. __.. ..._ ._.._.._..__... ._._.. _..._ _. .. .... ......... ___ s ection 3: Mechanical Systems List 8 Men's Toilet ae 1,015 282 0 25/P 25/P 4pm August 0 0 0 0 4e 15 528 0. 49 0 15 0 27 6 u . Svs�m Typg„ & Ir►gsri 2 F - 1, F - 2: Heating: Central Furnace, Gas / Cooling: Split System, Capacity <65 kBtu/h, Air - Cooled Condenser / W 7 Corridor 359 2,383 3,006 0 25/P 25/P Single Zone 4pm June 0 114 164 0 0 0 1 EH -1: Heating: Unit Heater, Electric 2,872 0.32 0.46 0 64 ea 1 EWH -1: Service Water Heater w/ Circulation Pump a Open Office Area 363 7.218 9,755 1,1+60 251P 251P loam June 6 3 348 5 534 0 0 1 150 1 150 S Section 4' Requirements Checklist 2,904 0 0.95 1 147 0 0 1 193 2 215 C C� 9 North Office 175 4,e92 4 4,634 3 380 2 25 /P 2 25/P B Bldg. { !lam June 2 2 225 2 283 0 0 5 50 5 50 D Dept. { 1,400 1 128 1 1.45 0 0 1 125 1 102 U Use { 10 Office 175 2 2,828 3 3.872 5 570 2 251P 2 25/P [ { Requirements Specific To: F-1, F -Z s 4pm June 3 1 201 0 75 75 �p cYl 1,400 0.77 1.15 0 75 81 [ l I 2. Equipment m inimum efficiency: Split System: 10.0 SEER { Requirements Specific To: ER-1 { Require is Speck Tit: EWH -1 [ l I 1. 1 -in. pipe insulation on circulation systems (" [ l I 2. Automatic on/off control required for circulating systems [ l I 3. Gas Storage Water Heater efficiency >-- 0.43 EF Generic Requirements: Must be met by all systems to which the requirement is applicable [ l I 1. Load calculations per 1997 ASHRAE Fundamentals A [ l I 2. Plant equipment and system capacity no greater than needed to meet loads T /1 _„a { - Exception: Standby equipment automatically off when primary system is operating { - Exception: Multiple units controlled to sequence operation as a function of load [ l I 3. Minimum one temperature control device per system [ ] { 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] ( 5. Thermostatic controls has 5 degree F deadband - Exception: Thermostats requiring manual changeover between heating and cooling [ ] { 6. Automatic Controls: Setback to 55 degree F (heat) and 85 degree F (cool); 7 -day clock, { 2 -hour occupant override, 10 -hour backup { - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations [ ] { 7. Automatic shut -off dampers on exhaust systems and supply systems with airflow >3,000 cfin [ l I 8. Outside -air source for ventilation; system capable of reducing OSA to required minimum [ l I 9. R -5 supply and return air duct insulation in unconditioned Vices { R -8 supply and return air duct insulation outside the building { R -9 insulation between ducts and the building exterior when ducts are part of a building assembly { - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degree F. ( ] { 10. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; { UL 181A or 181B tapes and mastics - Exception: Continuously welded and locking -type longitudinal joints and seams on ducts { operating at static pressures less than 2 inches w.g. pressure classification [ ] { 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ 1 I 12. Hot water pipe insulation: I in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water /refrigerant/brine pipe insulation: I in. for pipes < =1.5 in. and 1.5 in. for pipes >1.5 in. { Steam pipe insulation: 1.5 in. for pipes < =1.5 in. and 3 in. for pipes >1.5 in. { - Exception: Piping within HVAC equipment { - Exception: Fluid temperatures between 55 and 105 degree F { - Exception: Fluid not heated or cooled - Exception: Runouts <4 ft in length [ l I 13. Operation and maintenance manual provided to building owner [ 1 I 14. Balancing devices provided in aordance wit IvIC 603.15 [ 1 I 15. Newly purchased service water heating equipment meets the efficiency requirements l I 16. Water heater temperature controls: 110 degree F for dwelling units or 90 degree F i for other occ»upencies [ ] { 17. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck -EZ Version 3.0 Release 2 and to comply with the mandatory requirements in the Requirements Checklist. Principal Mechanical Designer -Name Date 4943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 Phone: (208) 522 -7356 r7444 Fax: (208) 552 -9302 FI•F �ir�er�roi _M SEAL: Sg %©NA O � G%STE� 5r Q• �� O Q 3 d�f ''-° q OF okoo� G �RN R 3\1 fir. SYSTIIr! sra.Lr13, AAID tSSRVED. J0a M3t1 U� �'' p W U W H > Q LL w � ^ w 0 Cn Cn E -1 WM Wc� �iw 22 W W 04 w z 0 Cn Cn E -1 WM Wc� �iw 22 W W 04 w z