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PLANS - 06-00322 - LDS Stonebridge Church (2)
WIRE NUT CONNECTORS (SPLICE IN BOX) DS -1 04 J -BOX SEE NOTE #7,8 WIRE NUT CONNECTORS (SPLICE IN BOX) 1 RED FO DM -1 2 GREEN 4 CONDUCTOR THERMOSTAT CABLE BLACK/ WHITE 2 #12 I I I I I I 4 CONDUCTOR THERMOSTAT CABLE I �_ I TRANSFORMER MOUNTED ON 4X4 BOX MOUNTED TO SIDE OF FURNACE M' n SPACE R1 R2 R3 R4 SPACE I DAMPER FAN HEAT -1 COOL -1 PANEL BHC RED � 3 RED PINK TAN WHITE YELLOW GREEN BLUE ELECTRIC WHITE DUCT HEATER 4 CONDUCTOR THERMOSTAT CABLE 12 CONDUCTOR THERMOSTAT CABLE ASSOCIATES © o�ARCHITECTURE 1152 BOND AVM - Suite A V 208.359.2309 B&XBUNG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 Ml ak WIN/ ASSOCIATES BRENT A. MCFARLAND AR -2561 STATE OF 4X4 J -BOX mow WHI' TAN RED BLUE G NK 7 I L1 L2 CONDENSING UNIT 4X4 J -BOX SEE NOTE #7 &8 4 CONDUCTOR THERMOSTAT CABLE 8 CONDUCTOR THERMOSTAT BLACK - CABLE SEE NOTES 1,4 & 6 SEE SHEET ME3.1 4X4 J -BOX SEE NOTE #7 & 8 L TAN 8 CONDUCTOR THERMOSTAT PART OF 12 CABLE SEE NOTES 1,4 & 6 CONDUCTOR THERMOSTAT CABLE RED 0 Y2 G 0 BLUE WHITE 0 W2 Y1 0 W2 0 Y3 W1 0 0 W3 /Y4 AUX 0 BLACK AUX RC 0 cc 0 BLUE AS RH 0 WHITE AS X 0 U-) 00S M 0 00S M 0 GREEN Ln IZ � d HP O YELLOW YELLOW T3 HC 0 N BLACK T7 HS 0 BROWN T6 EBUS 0 WHITE T5 EBUS 0 RED r T -1 - F -1 AND T7350H F -7 ONLY F mow WHI' TAN RED BLUE G NK 7 I L1 L2 CONDENSING UNIT 4X4 J -BOX SEE NOTE #7 &8 4 CONDUCTOR THERMOSTAT CABLE 8 CONDUCTOR THERMOSTAT BLACK - CABLE SEE NOTES 1,4 & 6 SEE SHEET ME3.1 4X4 J -BOX SEE NOTE #7 & 8 L TAN 8 CONDUCTOR THERMOSTAT PART OF 12 CABLE SEE NOTES 1,4 & 6 CONDUCTOR THERMOSTAT CABLE RED R BLUE C BLUE WHITE W1 BLUE YELLOW WHITE W2 GREEN Y GREEN GREEN - LOW VOLTAGE - TERMINAL STRIP FURNACE Tai BLACK 208V TRANS. X3 2 WHITE EL I:i 2 H -M 2 R -1 9 RED 4 RED R -1 8 1 1 12 YELLOW LEGEND: — — — DIVISION 16 OR FACTORY PRE -WIRED DIVISION 15 WIRING DAMPER TAN R -1 YELLOW — PART OF 12 CONDUCTOR THERMOSTAT CABLE 24V 1 GREEN I 7 PIN y�_ E —J M -1 I ' D TA J �I O i c 3 0 N N w O LO O LO O IL 0 1 S -1 WIRING DIAGRAM CLASSROOM SYSTEM SYSTEM: F -6 CONTROL SCHEMATIC DRAWING NO SCALE ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED � F ESA SYSTEMS o� �GISTE,g �y ASSOCIATES 315 WEST CENTER 5762 POCAT 04 IDAHO ©q`P�gr Pao PHONE: (208) 233 -0501 CO O F FAX: FAX: (208) 233 -0529 ESA JOB NUMBER 06031 l v� w � Z cn 0 U x U w H H �w WO �1 N � O 0 . n O Z r- cc 0 J Q �o � ~ CD 0 U-) Ir i Q X LU W m Lo Ln IZ � d c � G N W t] l v� w � Z cn 0 U x U w H H �w WO �1 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL WIRING Sheet: E2.2 SEE NOTE #2 COOL -1 FAN HEAT -1 R -4 R -2 R -3 1 I V 9 GREY 9 1 I 5 ORANGE 1 1 I/ 9 RED ORANGE RED /WHITE 4 CONDUCTOR o I- THERMOSTAT THERMOSTAT CABLE °w = UJI TB -2 BLACK LOW VOLTAGE � HEATER _U X CONTROL CIRCUIT 2 DU .3 AMP FUSE YELLOW 24V COOL -1 14 13 YELLOW YEL R -4 12 Y1 COOL -1 FAN 14 R -2 13 GREEN 13 GRE FAN w M BLUE BLUE 14 BLU �1 24 COM _J HEAT -1 14 13 R -3 WHITE 15 WHI W1 HEAT -1 THERMOSTAT SUB -BASE B H C BOOSTER HEAT CONTROL) PANEL rCYE BLAC Al A2 T A N 1 THERMOSTAT I SUBBASE LOW VOLT. CNTRL R I I WHITE WHITE W I T-2 DUCT HEATER I I I I 6 R E D S RE I I 10 0 . n U V) N t] r cz 0 Cz 1E Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL WIRING Sheet: E2.2 SEE NOTE #2 COOL -1 FAN HEAT -1 R -4 R -2 R -3 1 I V 9 GREY 9 1 I 5 ORANGE 1 1 I/ 9 RED ORANGE RED /WHITE 4 CONDUCTOR o I- THERMOSTAT THERMOSTAT CABLE °w = UJI TB -2 BLACK LOW VOLTAGE � HEATER _U X CONTROL CIRCUIT 2 DU .3 AMP FUSE YELLOW 24V COOL -1 14 13 YELLOW YEL R -4 12 Y1 COOL -1 FAN 14 R -2 13 GREEN 13 GRE FAN w M BLUE BLUE 14 BLU �1 24 COM _J HEAT -1 14 13 R -3 WHITE 15 WHI W1 HEAT -1 THERMOSTAT SUB -BASE B H C BOOSTER HEAT CONTROL) PANEL rCYE BLAC Al A2 T A N 1 THERMOSTAT I SUBBASE LOW VOLT. CNTRL R I I WHITE WHITE W I T-2 DUCT HEATER I I I I 6 R E D S RE I I 10 GREEN /BLUE RED /GREEN 4X4 J BOX SEE NOTE h " "2E NUT CONNECTORS 'LICE IN BOX) OUNT IN FURNACE "a" SCHARGE AIR DUCT DWNSTREAM OF DX DOLING COIL :ONDUCTOR RMOSTAT CABLE NOTES 1 & 6 SHT. ME2.1 C SEE NOTE #2 CONDENSING UNIT 120V 1PHZ 60HZ SMOKE DETECTOR Y �_ H �� N X -2 J r 4 CONDUCTOR I I 10 A SD -1 M I L . � THERMOSTAT CABLE SWITCH 1 120 VAC 120 VAC 1 I BY DIV 16 I AUX. ALARM 12 13 15 16 I �--�- - ------- - - - -L2 I b 1 BLACK 1 Q Q NC rNO DM -1 0 TAN 2 BLACK - F II'� -� #12 / Ci f j �1�� 17- RED '--------- - - - - - SR 11 4X4 J R I - - - -I SEE NOTE WHITE BLUE C ( 1 �� BLACK -- - - - - -- #12 - - -- ;_ _� WHITE W ( WHITE S - -- ---- - - - - -- 12 -- I CH 1 11 BLACK - -- - - - -� GREEN ( ------ - - - - -- - -- ' ` - - --J I 8 CONDUCTOR YELLOW Y FURNACE �b i AUX. J -BOX THERMOSTAT CABLE DOOR PART OF 8 CONDUCTOR - 2- #12 BLACK /WHITE /GREEN THERMOSTAT CABLE I , #16 RED JUMPER 1 BLACK_ WHITE _ GREEN _ RED aco �7 i - TB1 X -1 FURNACE - - FURNACE a a FURNACE FURNACE b III III b —III III — FAN R1 DAMPER R2 FURNACE FURNACE a b — III III— —III III _ R3 R4 HEAT 1 HEAT 2 FURNACE FURNACE "a" b — III III — —III III— In COOL 1 R5 COOL 2 R6 TB2 GREEN PINK Y2 G � GREEN _ R I / O GREY W2 Y1 Q- Y ELLOW GND #16 RED R1 r 'L 7L S Z< WHITE JUMPER O T Q Y3 W1 R1 t Z Z ? I Q X m Ln L — WHITE A2 Q W3 /Y4 AUX X a� TAN AUX RC SPACE SPACE R3r Z M S 0 BLUE RED - R3-c- WHITE W1 AS RH X WHITE AS X BLUE SPACE R5r Z- #16 — 0 R5Z SR RED Y2 a; X JUMPER Q OS M p o YELLOW O OS M Q GREEN T4 HP Q YELLOW T3 HC O YELLOW BLACK T7 HS O BROWN T6 EBUS WHITE T5 EBUS T -1 -14 T7350H J SEE SHEET ME3.1 �7 PART OF 12 CONDUCTOR THERMOSTAT CABLE 12 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1, 4 AND 6 SHEET ME2.1 8 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1,4 & 6 BLACK --+ I I I 4=i- YELLOW MIN PANEL RP -1 WIRING SYSTEM: F -9 LEGEND: GREEN /BLUE RED /GREEN C SEE NOTE #2 CONDENSING UNIT 120V 1PHZ 60HZ SMOKE DETECTOR UJI _ _ _ H �� N X -2 = r 4 CONDUCTOR I I 10 A SD -1 M 3 I L THERMOSTAT CABLE SWITCH 1 120 VAC 120 VAC BY DIV 16 I AUX. ALARM -1 12 13 15 16 �-�- - ------- - - - - -- b 1 BLACK L2 ( 1 Q Q NC NO -� DM -1 O BLACK I\ I #12 - -- � - - --, TAN 2 �, l RED I 1 - - J \ -------- - - - - - I SR 11 4X4 J BOX — R ` � - _ _ # BLUE C I I BLACK - - - - -- #12 - - -- i -- - - - -P SEE NOTE 7,8 ♦ _ _ WHITE W I WHITE - -- BLACK - - - #12 -- j f"0 1 GREEN ��----- - - - - -- - - - - -- - -- - -- J YELLOW ' I FUR Y I DOI RACE �b I FURNISHED GREEN - 4 G SWITCH IN FURNACE FURNACE "b" DIVISION 16 OR FACTORY PRE -WRED DIVISION 15 WIRING 0 O BLUE GREEN 4 CONDUCTOR THERMOSTAT CABLE ASSOCIATES © o ARCHITECTURE 1152 BOND AVOW — Sute A V 208.359.2309 BEXBUNG, IDAHO 89440 Fax 208.969.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 te e_ ASSOCIATES A. MCFARLAND AR -2561 STATE OF IDAHO �i TAN TAN #16 RED JUMPER WHITE GREY #16 RED JUMPER YELLOW GREEN G ' FURNISHED SWITCH I IN FURNACE L�000000 amoomoo� FURNACE "a" 1 8 CONDUCTOR THERMOSTAT CABLE NOTES: FOR NOTES SEE SHEET ME2.1 SEE SHEET ME2.4 B LUE GREEN V: (11 COMMAND DISPLAY (CD) 0 N w 0 Qo to 0 i 0 0 N 0 N, S -1 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 c, \ONAL E \S TERFo�y� a � 5'762 O_ . n_ _o G7 S�0 ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 i - TB1 X -1 FURNACE - - FURNACE a a FURNACE FURNACE b III III b —III III — FAN R1 DAMPER R2 FURNACE FURNACE a b — III III— —III III _ R3 R4 HEAT 1 HEAT 2 FURNACE FURNACE "a" b — III III — —III III— In COOL 1 R5 COOL 2 R6 TB2 N � L1 _ R I / O N X Q I GND GND R1 r 'L 7L S Z< O T R1 t Z Z ? I Q X m Ln L — G A2 X a� W SPACE SPACE R3r Z M S 0 - R3-c- SR4 W1 W2 X X SPACE SPACE R5r Z- ZR6 -T 0 R5Z SR Y1 Y2 a; X X PART OF 12 CONDUCTOR THERMOSTAT CABLE 12 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1, 4 AND 6 SHEET ME2.1 8 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1,4 & 6 BLACK --+ I I I 4=i- YELLOW MIN PANEL RP -1 WIRING SYSTEM: F -9 LEGEND: GREEN /BLUE RED /GREEN C SEE NOTE #2 CONDENSING UNIT 120V 1PHZ 60HZ SMOKE DETECTOR UJI _ _ _ H �� N X -2 = r 4 CONDUCTOR I I 10 A SD -1 M 3 I L THERMOSTAT CABLE SWITCH 1 120 VAC 120 VAC BY DIV 16 I AUX. ALARM -1 12 13 15 16 �-�- - ------- - - - - -- b 1 BLACK L2 ( 1 Q Q NC NO -� DM -1 O BLACK I\ I #12 - -- � - - --, TAN 2 �, l RED I 1 - - J \ -------- - - - - - I SR 11 4X4 J BOX — R ` � - _ _ # BLUE C I I BLACK - - - - -- #12 - - -- i -- - - - -P SEE NOTE 7,8 ♦ _ _ WHITE W I WHITE - -- BLACK - - - #12 -- j f"0 1 GREEN ��----- - - - - -- - - - - -- - -- - -- J YELLOW ' I FUR Y I DOI RACE �b I FURNISHED GREEN - 4 G SWITCH IN FURNACE FURNACE "b" DIVISION 16 OR FACTORY PRE -WRED DIVISION 15 WIRING 0 O BLUE GREEN 4 CONDUCTOR THERMOSTAT CABLE ASSOCIATES © o ARCHITECTURE 1152 BOND AVOW — Sute A V 208.359.2309 BEXBUNG, IDAHO 89440 Fax 208.969.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 te e_ ASSOCIATES A. MCFARLAND AR -2561 STATE OF IDAHO �i TAN TAN #16 RED JUMPER WHITE GREY #16 RED JUMPER YELLOW GREEN G ' FURNISHED SWITCH I IN FURNACE L�000000 amoomoo� FURNACE "a" 1 8 CONDUCTOR THERMOSTAT CABLE NOTES: FOR NOTES SEE SHEET ME2.1 SEE SHEET ME2.4 B LUE GREEN V: (11 COMMAND DISPLAY (CD) 0 N w 0 Qo to 0 i 0 0 N 0 N, S -1 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 c, \ONAL E \S TERFo�y� a � 5'762 O_ . n_ _o G7 S�0 ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 l ' cn w`�z O 0 U x U 0- U H H V� w WO N � O 0 Q z o° Z< O T � 1 T Q X m Ln L — X a� W rr 0 l ' cn w`�z O 0 U x U 0- U H H V� w WO Project Number: 591- 556 -77 Plan Series: HER -T RA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL WIRING Sheet: ME2.3 PART OF 8 CONDUCTOR THERMOSTAT CABLE Z mA ii 0 a� 0 0 a; o ro Project Number: 591- 556 -77 Plan Series: HER -T RA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL WIRING Sheet: ME2.3 PART OF 8 CONDUCTOR THERMOSTAT CABLE Z mA ii WIRE NUT CONNECTORS (SPLICE IN BOX) MOUNT IN FURNACE "a" DISCHARGE AIR DUCT DOWNSTREAM OF DX COOLING COIL 7— 419 RI A(`W /WI-IITF /GRFFN GREEN /BLUE STAND -A -LONE SYSTEM ONLY. 120V 1PHZ 60HZ H /t N I SWITCH I I BY DIV 16 I I SMOKE DETECTOR 10 A SD -1 120 VAC 120 VAC AUX. ALARM 12 13 15 16 NC rN O 0 O BLACK I \ 1��.� SR ' — -1 I --1% --------- - - - - -- 1 DM -1 2 Il `-- - - - - -- - - - -- P BLACK #12 -0-4 _ WHITE — �'- - - -- - - - - - # -- i CH I i1 BLACK 12 FURNACE b I AUX. J -BOX DOOR SWITCH I IN FURNACE ------------- - - --. PART OF 8 CONDUCTOR THERMOSTAT CABLE GRFFN /RI [IF SEE NOTE #2 CONDENSING UNIT 120V 1PHZ 60HZ SMOKE DETECTOR H N 10 A SD -1 4 CONDUCTOR THERMOSTAT CABLE SWITCH I I 120 VAC 120 VAC BY DIV 16 I AUX. ALARM I I I 12 13 15 16 I b I NC rN 0 \ #12 BLACK I\ I J � 1"' `-------- - - - - - SR 11 DM -1 2 1k 1 -- - - - - -- # I - - - -- - - - -P BLACK 12 ' I WHITE' - - -- - - - -# 2 ---- - - - - -- - �-0-1 FO-'11 BLACK K 1 I I ��- I--- - -- FURNACErb I AUX. J -BOX DOOR _b FURNISHED SWITCH 1 I IN FURNACE rmm I yr o — o %,vwuv%, vm CONDUCTOR THERMOSTAT CABLE THERMOSTAT CABLE GREEN /BLUE SEE NOTE #2 STAND -A -LONE SYSTEM ONLY. WIRING DIAGRAM SYSTEM: F -8 SEE NOTE #2 8 CONDUCTOR THERMOSTAT CABLE 0 N w 0 uo 0 a 0 0 cn DIVISION 16 OR FACTORY PRE -WIRED DIVISION 15 WIRING NOTES: FOR NOTES SEE SHEET ME2.1 4 CONDUCTOR THERMOSTAT CABLE CONDENSING UNIT 120V 1PHZ 60HZ SMOKE DETECTOR H /t/ N 10 A SD -1 4 CONDUCTOR I 1 THERMOSTAT CABLE SWITCH i 1 120 VAC 120 VAC 1 BY DIV 16 AUX. ALARM I I ( 12 13 15 16 I I NC rN 0 #12 BLACK-F- I '_ , --------- - - - - - SR 11 DM -1 � `-- - - - - -- - - - -- - - - -P 2 BLACK #12 WHITE `- - - -- - - - -# - -- i 0-11-0 1 BLACK 12 FURNACE b I AUX. J -BOX DOOR p_�j FURNISHED SWITCH IN FURNACE ------------- - - ---1 1 GRFFN /RI HF CONDENSING UNIT 4 CONDUCTOR THERMOSTAT CABLE FURNACE "d" 120V 1PHZ 60HZ H i N I I I 6 I 1 I i S C SEE NOTE #2 CONDENSING UNIT SMOKE DETECTOR - BLACK \ I SR - J \ ---------------- �CI -� 1 DM -1 I ' I BLACK #12 ,� HO-I WHITE +----- - - - - -# - -- i O-I I-O 1 1 BLACK - - -- 12 FURNACE I AUX. J -BOX I DOOR I �p_b FURNISHED SWITCH � I I IN FURNACE ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 c, \ONAL £ moo G \STERFO�y F � ` a � 5762 S�� � a ASSOCIATES 0o ARCHITECTURE 1152 BOND AVI3NOE - Suite A V 208.359.2309 RECBURG, MAHO 83990 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGREMN G ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES B T A. 0CFARI.AND AR -2561 N 1 STATE OF IDAHO Project Number: 59 1- 556 -77 Plan Series: HER- T RA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL WIRING ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Sheet: ME2.4 :.ice i F w 0 i 0 _ N rr �o U = p z � o ° J p ,-. . o W0 LO 0 CD L0 I } W X LLJ d- W c � G W IT -- a: I Project Number: 59 1- 556 -77 Plan Series: HER- T RA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL WIRING ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Sheet: ME2.4 i z w 0 i 0 _ o V P� o x U li U H H �D H U U) Q) t W0 Project Number: 59 1- 556 -77 Plan Series: HER- T RA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL WIRING ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Sheet: ME2.4 i i 0 _ I U U) Q) t I } IT -- I Project Number: 59 1- 556 -77 Plan Series: HER- T RA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL WIRING ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Sheet: ME2.4 E 000G0GOIIO ®eelei T5 T6 T7 T4 T3 Os Os As As Aux Y4 Y3 W2 Y2 SEE D ET A IL • A 4 O O O r Bus Hs I H e Hp 1 h II A ux IW1 ' Y1 G I173i1711 #LL7 ri7Eil ill l -�I7 • G3T1 I`3 r7T�r'I C OMMUNICATING ' 0 00000GOIIO ®0 ®0®® T5 T6 T7 T4 T3 Os Os As As Aux Y4 Y3 W2 Y2 001 - I E Bus Hs He Hp M M X Rh Re Aux W1 Y1 G F -10 000®® 00000 ®® E —BUS CABLE SEE SPECIFICATIONS. (TYPICAL) E.O.L. 2095418 U 0000000000000000 COMMAND DISPLAY (CD) TWIST WIRE TOGETHER AND MOUNT UNDER "EB" TERMINAL SCREW. ®000000 0 ®0 ®0 ®® T5 T6 T7 T4 T3 Os Os As As Aux Y4 Y3 W2 Y2 0 0 0 E Bus Hs He Hp M M X Rh Re Aux W1 Y1 G F -6 000 ®0 0000000 ®000000 0 ®0 ®0®® T5 T6 T7 T4 T3 Os Os As As Aux Y4 Y3 W2 Y2 O O O E Bus Hs He Hp M M X Rh Re Aux W1 Y1 G �_� 00000 00000 ®0 WHITE W /BLUE STRIPE—Elm 4:±— BLUE 0 M w 0 ca 0 c0 0 a 00 LO ®000 ®0® 00000 ®® T5 T6 T7 T4 T3 Os Os As As Aux Y4 Y3 W2 Y2 0 ED 0 E Bus Hs He Hp M M X Rh Re Aux W1 Y1 G F-3 0 ®0 ®0 0 60 ®0 ®0 0 Q 0 El NO-1 rr -r rrra -a 3v� �� 1 Illd E.O.L. BROWN ORANGE 2095418 IL 0 000G0GOIIO ®0 ®0®® T5 T6 T7 T4 T3 Os Os As As Aux Y4 Y3 W2 Y2 0 • Il) I/I -: rIT -T >iT T.ii:7 <�r >l I::i ilTI= ri71?:T �, � 0 000G0GOIIO ®0 ®0®® T5 T6 T7 T4 T3 Os Os As As Aux Y4 Y3 W2 Y2 O 0 Bus Hs He Hp M M X Rh Re Aux W1 Y1 G I s , - B ®000000 0 ®0 ®0®® T5 T6 T7 T4 T3 Os Os As As Aux Y4 Y3 W2 Y2 O O E Bus Hs He Hp M M X Rh Re Aux W1 Y1 G —4 0 0 0 ®0 ®00 ®0 ®0 ®0 ®000000 00000 ®(D T5 T6 T7 T4 T3 Os Os As As Aux Y4 Y3 W2 Y2 C) ED 0 E Bus Hs He Hp M M X Rh Re Aux W1 Y1 G ® ® ® ® ®®®® ®0 ®® E7 E -BUS WIRING DIAGRAM U ITairr >n EE irr r7rim F7�� r7T Tf �1 L1J� ^r- Ll rJ ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED �SS�ONAL FNC ESA SYSTEMS ISTfR�,o�y ASSOCIATES Q. 315 WEST CENTER 5762 POCA 8 3 041DAH0 4 9��gT �pP� G- PHONE: (208) 233 -0501 OF �v FAX: (208) 233 -0529 F C. S vo ESA JOB NUMBER 0 6 0 31 ��U` ° ASSOCIATES o ©000 o ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 a ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL COMMUNICATING (SYSTEM S h ee t: ME3.1 w iz o N CC S 0 U O Z � O H J Q � z � W w 0 lz LO 0 U �— Q X J :D W u-) i Ir d' X W 0 M Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL COMMUNICATING (SYSTEM S h ee t: ME3.1 w iz o o V o x U U w H w Z 4 �D H Q W w 0 Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL COMMUNICATING (SYSTEM S h ee t: ME3.1 i 0 Q I U I� 0 i 0 Y i cd Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL COMMUNICATING (SYSTEM S h ee t: ME3.1 Kr= N07 F.5 �I H w w N OC 1� I H w N IL I i Fla I I TSB" PVC, 2 #10 6RND (TYP MAIN BRKR. 60 AMPS L10 FEED BOTTOM ❑ ❑ ND MEETINGHOUSE Fla 5EE DETAIL THI5 5HEET (TYPICAL) (TYP LOT 4 I I ❑ FEED TOP � FLUSH I" + Z �' O O MAKE MODEL SQ D NQOD ❑ MAIN SW. AMPS DIMENSIONS 20 "x39 "x5 3/4" LOAD NAME CIR i BRK LGfi 1 GAL 517E FLAN 5GALE: I " =50' -O N SPRINKLER CONTROLLER �BY OTHERS F� I � . FLU5H MOUNT LOCKABLE 4" 5QUARE 5URFAGE i i RAINTICHT BOX FOR REMOTE "J" BOX WITH COVER I i CONTROL. U5E SQUARE "D" CONDUIT AND 00200TR ENGLO5URE ONLY. WIRING BY OTHERS ' MOUNT AT 40 ". .� I J y 0 X a- Q z J n L0 0 �i a J Y Q J Q 00 N h Lo FI8 4 "x4 "xl8" 5URFAGE MOUNT 3/4" CONDUIT WIRING GUTTER AT 24" HEIGHT 7, FI8 TWO EACH 2" CONDUIT AT I8" DEPTH OUT 36" FROM BUILDING U5E 5WEEP ELBOW5 FI8 B CON I A NO 5GALE: (TYP OF TWO) \ PANEL-1151311 6F1 LAN05GAPE 5PRINKLER CONTROLLER 115V VERIFY EXACT PLACEMENT IN NOTE: THI5 BLDG. 5EE DETAIL THI5 5HT. VERIFY BUILDING ORIENTATION IN FIELD 57C UILIN 5GALE: 1/4 "= I' -O PANEL- TSB" Qt MAIN BRKR. 60 AMPS L10 FEED BOTTOM SURFACE CLASS 120/208V 30 4W ❑ MAIN LUGS ONLY ❑ FEED TOP � FLUSH LOCATION - F- Z �' O O MAKE MODEL SQ D NQOD ❑ MAIN SW. AMPS DIMENSIONS 20 "x39 "x5 3/4" LOAD NAME CIR LOAD BRK LOAD POLE Lo � ti BRK LOAD qR LOAD NAME 2 X N o. WATTS AMP AMP � 0. WATTS NO. STOR. BLDG. LTS 500 20 1 1100 1 1 20 600 2 STOR. BLDG. OUTLETS SPARE 250 250 4 IRRIG. CONTROLLER 6 PREPARED SPACE ■9, TOTAL LOAD PHASE WATTS 1100 250 0 S.C INT CAP /BKR. 10K AMPS. LOAD/ PHASE 9 2 0 1 „ FEEDER CONDUCTOR SIZE 4#6 + GRND CONDUIT SIZE REMARKS: UTILITY GON7AC75 ELEGTRIGAL UTAH POWER CO. RFXBURG, ID (205) 351 -1cI35 DENNI5 HUFFMAN TELEPHONE OUE5T P.O. BOX 50100 I NO. BOULEVARD IDAHO FALLS, ID. 83405 (208) 525 -4261 DOU6 LE5PERANCE OI CIRCUIT VIA OUT5IDE LIGHTING CONTROLS. 5EE DETAIL ON SHEET EI3. O 4 ' UNDERGROUND PVC TELEPHONE 5ERVIGE ENTRANCE CONDUIT WITH PULL CORP. VERIFY EXACT ROUTING LOCATION, DEPTH, AND TERMINATION POINT WITH LOCAL TELEPHONE COMPANY. 5EE UTILITY CONTACT 5GHEDULE, THI5 5HEET. Pgo" o�a Sao ©a�ASSOCIATES 00000 a ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 o. \ASSOCIATES A. McFARLAND AR -2561 0 a� V / POLE L16HT - 5EE 5GHEDULE HOUSE 51DE SHIELD (FI4A ONLY) ORIENT FIXTURE TO HINGE DOWN INTO PARKING LOT HINGE 13A5E POLE WITH COVER o IDI lul o IRI 5EE ARCH. DW65 s� n FOR DIMEN51ON I III o IBI IDI o ii i o FIN15H GRADE 5EE PLAN FOR CONDUIT — II )Ill _ - AND WIRE SIZE POLE BA5E WITH REBAR _ 5EE SHEET 61.4 — — — 5EE ARCHITECTS DRAWINGS —)� ( FOR POLE BA5E DETAILS FIB IXTU �ICUN71NO 7A IL. 5GALE: NOW SPEC I AL NOTF : These plans have been prepared without utility company comments. The contractor shall verify the exact requirements for the electric and telephone services with the utility company representatives and provide all work and pay all costs for complete and operating systems, as directed by the governing utilities. See utility contact schedule, this 5ht. STATE OF IDAHO W o V o U� a V w H W0 M Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ELECTRICAL SITE ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNED: MAY 19 2006 ON FILE AT: , PAYNE ENGINEERING INC. �S�ONAI. , Q� \STEq� 8270 F OF ODD pp OB # 0625 ED- F IPAYNE d7 inMAM�inF Inc. onsu mg gnu n� 1623 E. Center Pocatello, Idaho 83201 tel (208) 232 -443q fax (208) 232 -1435 Sheet: E1 .0 FUTURE STREET N 0 F- Z �' O O J Q r. Z D O CF) F- m Ww Lo � ti C13 It 2 X � 0. W o V o U� a V w H W0 M Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ELECTRICAL SITE ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNED: MAY 19 2006 ON FILE AT: , PAYNE ENGINEERING INC. �S�ONAI. , Q� \STEq� 8270 F OF ODD pp OB # 0625 ED- F IPAYNE d7 inMAM�inF Inc. onsu mg gnu n� 1623 E. Center Pocatello, Idaho 83201 tel (208) 232 -443q fax (208) 232 -1435 Sheet: E1 .0 FUTURE STREET ELECTRICAL SYMBOLS U 0 X w a w U a N tD 0 Li Y Q In 0 Z 0 M X w Lo 0 0 N LID Q Ln 0 0 N rn ENGRAVE PLATES WITH — LABELING AS SHOWN USING 1/8" HIGH LETTERS AND BLACK FILL COLOR FIE ❑ NOTE ? 4 -F10 OM I � j 1 TO ELU -1 VESTIBULE BISHOP CLERK CLERK BISHOP NOTE 10 F4 108 F4 102 103 104 2 F FOYER 4 -Fl F1 2 -F1 4 -F1 109 2 E -F3 2 -Fl b F14 I I I ° 2 -F5 J a $aSbSc ROOM 106 - - - - -- -- S S f CORRIDOR 3 NOTE 9 105 Fli F13 B -3 20 5 -F20 b b B 1,3 - - -' - - -- - -� -- - 9 9 - - - - - -- -- g - - - - -- 9 - - -- - 9 a S 11 -F6 7 -F11 B' 21 F2 - - = j B- 19,21 ! ab 9 4 F14 B -17 Fl. B -15x1 b a b F14 c F c I B -11,13 F8 THRU DIMMER SWITCHES O -F4 d ! F2 I 9 F12 a -' CHAPEL TRUM 'j 147 46 NOTES 2,4 F a F-8 9 F12 ' I d 4 F14 F F14 II a ' b c c F2 9� ---- _-- ____ B -23 ( F12 L- - - - - -- - _-- _._ ___ ----- ---- - - - - - -- S3 7 -F11 11 -F6 9 - -a - -� - - -- �J- - - -9 - - - - -9 ----- 9- - - - - -- 9 - -- - -- - - -- I 0 I TE 1 0 � b b 5 -F20 A -3 F1.3 CORRIDOR F13 143 ROOM 139 12-F5 a a 4 -Fl 4 -Fl 2 -F1 I b BISHOP 2 -F1 ROOM _ - F14 I 142 140 FOYER I 136 — — _ 2 —F1 ROOM - 138 F4 F4 CLERK 1 0 VESTIBULE 141 TO ELU -2 NOTE 10 137 h'LNL LIGHTS FRONT REAR ENGRAVE PLATES WITH LABELING AS SHOWN USING 1/8" HIGH LETTE AND BLACK FILL COLOF CHAPEL LIGHT SWITCH COVER PLATE DETAIL NOT TO SCALE F1 ROOM CUST 110 111 F1 IN = il?A IRE RISER 159 SERVING - - - - - -- NOTE - _ MOTHER'S TO - fit 3 - - - -- - - - - -- El EC -- TORA -- - - - - -- 114 ROOM ROOM OOM ROOM NOTE 1 F 8 IN F9 116 117 18 N "M" EF EF U- -N-44 � rr- 3 - b - -- b -- b b +72" 6 II NOTE 11 19 -F15 Vq 2 -F1 2 -F1 2 -F1 r - F1 -F1 PANEL 4 -Fl - a a I b i I NOTE: ALL SYMBOLS MAY NOT BE USED O FLUORESCENT FIXTURE (TYP.) F ® FLUORESCENT FIXT. WITH EMERGENCY BATTERY PACK N WALL MOUNTED EXIT SIGN (SINGLE FACE) + WALL MOUNTED EXIT SIGN (DOUBLE FACE) 0 0 SURFACE OR PENDANT MOUNTED FIXTURE O 0 WALL MOUNTED FIXTURE 00 POP ® RECESSED FIXTURE z o J U C====0 LIGHT TRACK 0 C,� U? F2 FIXTURE SYMBOL E-.4 r . w m W W S SINGLE POLE SWITCH • ��� S2 TWO POLE SWITCH r•; X S3 3 -WAY SWITCH S4 4 -WAY SWITCH � W L.L. KO SID DIMMER SWITCH TO ELU -1 NOTE in I �...� F EXHAUST FAN TIMER SWITCH C -7 ---- - - - - -- ST TIME SWITCH NOTE 7 STC TIME SWITCH AND LIGHTING CONTACTOR ii F9 SP SAC. PILOT SWITCH PREP S L LIGHTED TOGGLE SWITCH 1145 SM MANUAL STARTER WITH OVERLOAD RELAY I I I I O JUNCTION BOX e F6 ® SPECIAL RECEPTACLE OUTLET Q DUPLEX RECEPTACLE OUTLET 0 SPLIT WIRED DUPLEX RECEPTACLE OUTLET WP (D WEATHERPROOF GFCI DUPLEX 1 GFCI RECEPTACLE OUTLET cC f0 G GFCI (D GFCI DUPLEX RECEPTACLE ° OUTLET OS EWC (D RECEPTACLE ELECTRIC WATER COOLER (EWC) 1 Q RANGE RECEPTACLE OUTLET ® RECEPTACLE FLOOR MOUNTED ° ® MAGNETIC DOOR HOLDER OUTLET I ® SMOKE DETECTOR OUTLET IDA BELL 6a f IKI PUSHBUTTON V TELEPHONE OUTLET 17 STORAGE 0 DATA OUTLET 144 O OCCUPANCY SENSOR OUTLET - 1 1 MECHANICAL EQUIPMENT SYMBOL Q -7 NOTE 7 F9 o' DISCONNECT SWITCH - -- - - -- - - - - - -- ® MOTOR STARTER MOTOR OUTLET = LIGHTING AND POWER PANELBOARD Fl ROOM NUMBER BRANCH CIRCUIT CONCEALED IN CEILING, WALL OR FLOOR A -1,3 BRANCH CIRCUIT HOMERUNS TO PANEL —FH— CROSS LINES INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO OP REMOTE EMERGENCY LIGHTING UNIT ® EMERGENCY LIGHTING UNIT FOR REMOTE HEADS ELU -2 O MOTION SENSOR SWITCH WATTSTOPPER # WA -200 3 -WAY WHERE INDICATED (2) (2) s ROSTRUM PENDANTS U 0 X w a w U a N tD 0 Li Y Q In 0 Z 0 M X w Lo 0 0 N LID Q Ln 0 0 N rn ENGRAVE PLATES WITH — LABELING AS SHOWN USING 1/8" HIGH LETTERS AND BLACK FILL COLOR FIE ❑ NOTE ? 4 -F10 OM I � j 1 TO ELU -1 VESTIBULE BISHOP CLERK CLERK BISHOP NOTE 10 F4 108 F4 102 103 104 2 F FOYER 4 -Fl F1 2 -F1 4 -F1 109 2 E -F3 2 -Fl b F14 I I I ° 2 -F5 J a $aSbSc ROOM 106 - - - - -- -- S S f CORRIDOR 3 NOTE 9 105 Fli F13 B -3 20 5 -F20 b b B 1,3 - - -' - - -- - -� -- - 9 9 - - - - - -- -- g - - - - -- 9 - - -- - 9 a S 11 -F6 7 -F11 B' 21 F2 - - = j B- 19,21 ! ab 9 4 F14 B -17 Fl. B -15x1 b a b F14 c F c I B -11,13 F8 THRU DIMMER SWITCHES O -F4 d ! F2 I 9 F12 a -' CHAPEL TRUM 'j 147 46 NOTES 2,4 F a F-8 9 F12 ' I d 4 F14 F F14 II a ' b c c F2 9� ---- _-- ____ B -23 ( F12 L- - - - - -- - _-- _._ ___ ----- ---- - - - - - -- S3 7 -F11 11 -F6 9 - -a - -� - - -- �J- - - -9 - - - - -9 ----- 9- - - - - -- 9 - -- - -- - - -- I 0 I TE 1 0 � b b 5 -F20 A -3 F1.3 CORRIDOR F13 143 ROOM 139 12-F5 a a 4 -Fl 4 -Fl 2 -F1 I b BISHOP 2 -F1 ROOM _ - F14 I 142 140 FOYER I 136 — — _ 2 —F1 ROOM - 138 F4 F4 CLERK 1 0 VESTIBULE 141 TO ELU -2 NOTE 10 137 h'LNL LIGHTS FRONT REAR ENGRAVE PLATES WITH LABELING AS SHOWN USING 1/8" HIGH LETTE AND BLACK FILL COLOF CHAPEL LIGHT SWITCH COVER PLATE DETAIL NOT TO SCALE F1 ROOM CUST 110 111 F1 IN = il?A IRE RISER 159 SERVING - - - - - -- NOTE - _ MOTHER'S TO - fit 3 - - - -- - - - - -- El EC -- TORA -- - - - - -- 114 ROOM ROOM OOM ROOM NOTE 1 F 8 IN F9 116 117 18 N "M" EF EF U- -N-44 � rr- 3 - b - -- b -- b b +72" 6 II NOTE 11 19 -F15 Vq 2 -F1 2 -F1 2 -F1 r - F1 -F1 PANEL 4 -Fl - a a I b i I ULTURA F12 CENTER 148 NOTES 2, � F2 h F12 h g J F12 -7 6 -F1 f A , 7 2 -F1 PANEL A „ 1919 I I 4 —F10 ❑ ❑ L J ❑ ATERIAL ENTER 11 134 D �- C-7 NOTE 7 MAIN FLOOR PLAN - LIGHTING SCALE: 1 /8" = 1' -0" 132 -► l I. I i i iglil III'I • �•� �•� III m om �•. .•. CULTURAL CENTER NOTES 2,5 _ - • • _ �, �•% rj ` w 11-10 -- -- ' ion ......... ., _ ,. �• • /) • �� lb • W&A lb b ROOM a 6-F1 , ICI b I t•�� , ib 1 1J� it t•� ' ' IIIIIIIIII�•� - IIIIIIIIII�•IIIIIIIII, �•''.,. f • . -,�° I I . ; , r , T ODDLER S REST RO• NOTES 1. FINAL LOCATION OF LIGHT FIXTURES SHALL BE AS SHOWN ON REFLECTED CEILING PLAN, SHEET A4.1. 2• LOWER CASE LETTERS ON OR NEAR FIXTURES INDICATE CONTROLLING SWITCHES. SWITCH LEG NOT SHOWN. 3. FIXTURE TO BE ON CONTINUOUSLY (NOT SWITCHED). 4. SEE ARCHITECTUAL DETAIL "D" ON SHEET A4.2 FOR MOUNTING OF LIGHTS IN CEILING. 5. LIGHT FIXTURES IN CULTURAL CENTER TO BE CONTROLLED BY TWO SWITCHES, TWO OUTSIDE LAMPS AND TWO INSIDE LAMPS ON EACH. 6. PROVIDE SUFFICIENT BOX DEPTH AND CORRECT PLASTER RING TO ACCOMODATE ACTUAL RELAY UNIT AND OCCUPANCY SENSOR INSTALLED. ALSO PROVIDE PROPER SEPARATION OF 120V AND CLASS 2 WIRING AS NECESSARY IN ACCORDANCE WITH N.E.C. SET SENSITIVITY AND TIME DELAY OF SENSOR AT MAXIMUM. HOTOCELLS NOTE 7 i 2, f NOTE 8 TO ELU -4 NOTE 10 7. CIRCUIT THROUGH TIME SWITCH AND PHOTO CELL. SEE EXTERIOR LIGHTING CONTROL DIAGRAM SHEET E1.3. 8. PROVIDE ENCLOSURE SIMILAR TO DETAIL F, SHEET A4.2. 9. SEE CHAPEL LIGHT SWITCH COVER PLATE DETAIL ON THIS SHEET. 10. SEE SHEETS A2.1 AND A2.2 FOR MOUNTING LOCATIONS OF HEADS AND SHEET E1.3 FOR LOCATIONS OF EMERGENCY LIGHTING UNITS. 11. PROVIDE EMERGENCY BATTERY PACK FOR TWO RECESSED LIGHTING FIXTURES INDICATED. A3 # 0633 ORIGINAL SIGNED BYI TODD E. PAYNE DATED ORIGINAL SIGNEDI MAY 19 2006 ON FILE AT: PAYNE ENGINEERING INC g% \ONAL STE9� co 8270 o F OF ADD ppy PAYNE �D onsu=- gTn9Tneers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -443q fax (208) 232 -1435 ASSOCI ATES a ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fox (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO 1 F z N � o 0 t o O z r... 00 POP Q Imo. z o J U TWO 0 C,� U? H E-.4 r . w m W W J � • ��� I I �.I I r•; X 0 � W L.L. KO I III I I �...� �r mom IIII r . .. ULTURA F12 CENTER 148 NOTES 2, � F2 h F12 h g J F12 -7 6 -F1 f A , 7 2 -F1 PANEL A „ 1919 I I 4 —F10 ❑ ❑ L J ❑ ATERIAL ENTER 11 134 D �- C-7 NOTE 7 MAIN FLOOR PLAN - LIGHTING SCALE: 1 /8" = 1' -0" 132 -► l I. I i i iglil III'I • �•� �•� III m om �•. .•. CULTURAL CENTER NOTES 2,5 _ - • • _ �, �•% rj ` w 11-10 -- -- ' ion ......... ., _ ,. �• • /) • �� lb • W&A lb b ROOM a 6-F1 , ICI b I t•�� , ib 1 1J� it t•� ' ' IIIIIIIIII�•� - IIIIIIIIII�•IIIIIIIII, �•''.,. f • . -,�° I I . ; , r , T ODDLER S REST RO• NOTES 1. FINAL LOCATION OF LIGHT FIXTURES SHALL BE AS SHOWN ON REFLECTED CEILING PLAN, SHEET A4.1. 2• LOWER CASE LETTERS ON OR NEAR FIXTURES INDICATE CONTROLLING SWITCHES. SWITCH LEG NOT SHOWN. 3. FIXTURE TO BE ON CONTINUOUSLY (NOT SWITCHED). 4. SEE ARCHITECTUAL DETAIL "D" ON SHEET A4.2 FOR MOUNTING OF LIGHTS IN CEILING. 5. LIGHT FIXTURES IN CULTURAL CENTER TO BE CONTROLLED BY TWO SWITCHES, TWO OUTSIDE LAMPS AND TWO INSIDE LAMPS ON EACH. 6. PROVIDE SUFFICIENT BOX DEPTH AND CORRECT PLASTER RING TO ACCOMODATE ACTUAL RELAY UNIT AND OCCUPANCY SENSOR INSTALLED. ALSO PROVIDE PROPER SEPARATION OF 120V AND CLASS 2 WIRING AS NECESSARY IN ACCORDANCE WITH N.E.C. SET SENSITIVITY AND TIME DELAY OF SENSOR AT MAXIMUM. HOTOCELLS NOTE 7 i 2, f NOTE 8 TO ELU -4 NOTE 10 7. CIRCUIT THROUGH TIME SWITCH AND PHOTO CELL. SEE EXTERIOR LIGHTING CONTROL DIAGRAM SHEET E1.3. 8. PROVIDE ENCLOSURE SIMILAR TO DETAIL F, SHEET A4.2. 9. SEE CHAPEL LIGHT SWITCH COVER PLATE DETAIL ON THIS SHEET. 10. SEE SHEETS A2.1 AND A2.2 FOR MOUNTING LOCATIONS OF HEADS AND SHEET E1.3 FOR LOCATIONS OF EMERGENCY LIGHTING UNITS. 11. PROVIDE EMERGENCY BATTERY PACK FOR TWO RECESSED LIGHTING FIXTURES INDICATED. A3 # 0633 ORIGINAL SIGNED BYI TODD E. PAYNE DATED ORIGINAL SIGNEDI MAY 19 2006 ON FILE AT: PAYNE ENGINEERING INC g% \ONAL STE9� co 8270 o F OF ADD ppy PAYNE �D onsu=- gTn9Tneers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -443q fax (208) 232 -1435 ASSOCI ATES a ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fox (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 59 - 556 -77 Plan Series: HE R- TRA -98 -1 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR PLAN - LIGHTING Sheet: E1.1 r /L c� c� 1 F z N � o 0 t o O z r... 00 Q Imo. z o J U t9 L O 0 C,� U? H E-.4 r . w m W W J IY M F� G X 0 � W L.L. Project Number: 59 - 556 -77 Plan Series: HE R- TRA -98 -1 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR PLAN - LIGHTING Sheet: E1.1 r /L c� c� z w 0 o U t o o xU _a a U con w Z 4 �D H E-.4 WO Cl) a� F� Project Number: 59 - 556 -77 Plan Series: HE R- TRA -98 -1 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR PLAN - LIGHTING Sheet: E1.1 r /L c� c� t o _a U Cl) a� 0 I I I I I I I I I I I I I I . Y cC f0 G Project Number: 59 - 556 -77 Plan Series: HE R- TRA -98 -1 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR PLAN - LIGHTING Sheet: E1.1 r /L c� c� -- B -8 I' (I SAC PREP 145 1 "C TO JUNCTION BOX IN TONE CHAMBER. SEE SHE E1.3 FOR CONTINUATION UP TO MOVIE SCREEN ABOVE (SEE SHEET E1.3) NOTE 1 STORAGE 144 a a o i 1 8b 8a GFCI VESTIBULE WP ROOM 108 GFCI LOAD CENTER "L 107 M -4 I I BISHOP CLERK CLERK BISHOP 101 102 103 1 171 04 FOYER F — 09 - 1 1 E ROOM 106 I ! L CORRIDOR B -6,8 105 - - - - -- - -------- -- - - - - -- I ---- - - - - -- NOTE 10 I ROSTRUM CHAPEL 146 147 NOTE 12 I A -8 �. —NOTE 11 NOTE 8� - -- NOTE 13 IN FACE OF STEP I I i I A -20, 3/4 "C 2 #12 +1 #6 GND ------------------- -------- - -- -- 0 0 CORRIDOR 0 113 CORRIDOR — 115 EWC CULTURAL CENTER 148 A -16,1 143 A -6,8 - -- _ — _ ! ROOM ROOM 139 A -10 140 BISHOP CLERK FOYER 142 141 A -2,4 136 LOAD CENTER "LC4' CU \ / CU \ / CU ROOM 138 I I I ! I I I VESTIBULE GFCI 137 1 A -12,14 PANEL A -14 NOTE 5 A -17 MATE IAL ER 134 NOTE 6 +74" / -- BOOSTER s. — / HEATER ROOM ROOM F1 - 3 - 3 ' 1 132 CULTURAL CENTER 149 C -20 +74" NOTE 6 CORRIDOR 135 ROOM ROOM 131 130 2 `- M -6 ROOM 117 3 WP GFCI ROOM 118 MOTHER'S ROOM 119 IN , — — — — I I ! ! I I ! ( ( I I I ROOM 1 - 0 T 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 I I I I i I ! I ! o NOTE - r iC�' 8 L— — — — — — — — — — — — — — — - C -18 FACP O O GFCI i FOYER VEST. NOTE 8 C -22 122 121 OE 1 +5' -0 C� oE l o 0 OME N ME °� - ® 1 O 153 ® 0:f N l GFCI o GFCI j I I I ! I 'I ! C -2,4 I ! I ! ! A -18 TEMPERATURE CONTROL EQUIP ROOM LOCAL COMMUNICATING 154 j 124 PANEL ROOM (ROOM 129 128 M -5 LOAD CENTER "LC3" I ROOM 126 I I REST i L - - -- - - — - ROOM 7 STAIR -- - - - - -- J 125 WP GFCI - SPRINKLER NOTES 4,9 CU \ / CU \ / CU \ / CU a L a o 0 C N � MAIN FLOOR PLAN - POWER F- O SCALE: 1/8" = 1' -0" O� z o o ° I N CITES T Lo U) m w UJ o _ Q X 1. EXHAUST FANS ARE SHOWN ON SHEET E1.1. � Cn E BUILDING Of N 2. COORDINATE ELECTRICAL WORK IN EXTERIOR WALLS = 0 TO MINIMIZE INTERRUPTION OF INFILTRATION BARRIER. } SEAL AROUND All PENETRATIONS. v a 3. LOCATE OUTLET SO RANGE WILL SIT TIGHT AGAINST N WALL. ca LIQUID —TIGHT m ° E LOAD CENTER FLEX -3' -0" MAX. CONDENSING 4. PROVIDE 2 #12 +GROUND. WIRE SPRINKLER CONTROLLER t,J Y v UNIT TO CIRCUIT A -18. Y 36" 5. REFER TO G /A6.5 FOR MOUNTING OF RECEPTACLE IN MAX FACE OF CABINET WORK. RIGID STEEL z 419 ME 3 O IMC RISER ROOM GFCI P ANEL e FCI SERVING F 67 • 0 B-1 r AREA CONCRETE SLAB 7. IF TELEPHONE SERVICE CONDUIT IS LARGER THAN 2" CONDUIT, M ROUTE THROUGH THIS WALL UP TO TELEPHONE BOARD. X SEPARATE CONTROL CONDUIT SEE SHEET E1.3 FOR LOCATION OF TELEPHONE BOARD. im cD 0 0 N CONDENSING UNIT CONDUIT DETAIL t� N.T.S. a LO cn 0 0 N 113 CORRIDOR — 115 EWC CULTURAL CENTER 148 A -16,1 143 A -6,8 - -- _ — _ ! ROOM ROOM 139 A -10 140 BISHOP CLERK FOYER 142 141 A -2,4 136 LOAD CENTER "LC4' CU \ / CU \ / CU ROOM 138 I I I ! I I I VESTIBULE GFCI 137 1 A -12,14 PANEL A -14 NOTE 5 A -17 MATE IAL ER 134 NOTE 6 +74" / -- BOOSTER s. — / HEATER ROOM ROOM F1 - 3 - 3 ' 1 132 CULTURAL CENTER 149 C -20 +74" NOTE 6 CORRIDOR 135 ROOM ROOM 131 130 2 `- M -6 ROOM 117 3 WP GFCI ROOM 118 MOTHER'S ROOM 119 IN , — — — — I I ! ! I I ! ( ( I I I ROOM 1 - 0 T 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 I I I I i I ! I ! o NOTE - r iC�' 8 L— — — — — — — — — — — — — — — - C -18 FACP O O GFCI i FOYER VEST. NOTE 8 C -22 122 121 OE 1 +5' -0 C� oE l o 0 OME N ME °� - ® 1 O 153 ® 0:f N l GFCI o GFCI j I I I ! I 'I ! C -2,4 I ! I ! ! A -18 TEMPERATURE CONTROL EQUIP ROOM LOCAL COMMUNICATING 154 j 124 PANEL ROOM (ROOM 129 128 M -5 LOAD CENTER "LC3" I ROOM 126 I I REST i L - - -- - - — - ROOM 7 STAIR -- - - - - -- J 125 WP GFCI - SPRINKLER NOTES 4,9 CU \ / CU \ / CU \ / CU g \OnA� i ST ER� o � 8270 F OF ����► ODD 'e 6 # 0633 A YN� ineering Inc. " Consulting Engin 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 Sheet: E1.2 SPEC I AL. NOTE: REFER TO MECHANICAL DRAWING ME1.2, FOR TEMP. CONTROL WIRING DIAGRAM AND CONDUITING REQUIREMENTS AND RESPONSIBILITIES UNDER THE ELECTRICAL PORTION OF THIS PROJECT. 'ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNEDI MAY 19 2006 ON FILE AT PAYNE ENGINEERING INC 8. LOCATE OUTLET WITHIN FOUR FEET OF MOTOR FOR ' BASKETBALL STANDARD. MAKE RECEPTACLE CONNECTIONS PER BASKETBALL STANDARD MANUFACTURER REQUIREMENTS. 9. AUTOMATIC SPRINKLER CONTROLLER FURNISHED AND MOUNTED BY OTHERS. RUN 2 1/2" CONDUIT DOWN FROM CONTROLLER UNDER SLAB 18" DEEP AND OUT 12" BEYOND SLAB. USE MINIMUM 12" RADIUS ELBOW. SEE H /L1.4. 10. REFER TO C /E4.2 FOR MOUNTING OF RECEPTACLE. 11. SEE 1/A6.1 FOR MOUNTING LOCATION. 12. SEE SECTION "F" SHEET A6.1. 13. LOCATE BOX SO DUPLEX RECEPTACLE CAN BE MOUNTED HORIZONTALLY IN HARDWOOD BASE. 14. INSTALL DUPLEX RECEPTACLE AND TELEPHONE OUTLET IN SOUND CABINET JUNCTION BOX IN STORAGE ROOM 144. SEE DETAIL "B" SHEET E4.2. o. °ASSOCIATES o©o ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 o. \ASSOCI ATES A. McFARLAND AR -2561 STATE OF IDAHO a L a o 0 C N � MAIN FLOOR PLAN - POWER F- O SCALE: 1/8" = 1' -0" O� z o o ° I N CITES T Lo U) m w UJ o _ Q X 1. EXHAUST FANS ARE SHOWN ON SHEET E1.1. � Cn E BUILDING Of N 2. COORDINATE ELECTRICAL WORK IN EXTERIOR WALLS = 0 TO MINIMIZE INTERRUPTION OF INFILTRATION BARRIER. } SEAL AROUND All PENETRATIONS. v a 3. LOCATE OUTLET SO RANGE WILL SIT TIGHT AGAINST N WALL. ca LIQUID —TIGHT m ° E LOAD CENTER FLEX -3' -0" MAX. CONDENSING 4. PROVIDE 2 #12 +GROUND. WIRE SPRINKLER CONTROLLER t,J Y LENGTH _ - -� UNIT TO CIRCUIT A -18. Y 36" 5. REFER TO G /A6.5 FOR MOUNTING OF RECEPTACLE IN MAX FACE OF CABINET WORK. RIGID STEEL z O IMC RISER 6. CONTROL SWITCH PROVIDED BY BASKETBALL STANDARD MANUFACTURER. 0 CONCRETE SLAB 7. IF TELEPHONE SERVICE CONDUIT IS LARGER THAN 2" CONDUIT, M ROUTE THROUGH THIS WALL UP TO TELEPHONE BOARD. X SEPARATE CONTROL CONDUIT SEE SHEET E1.3 FOR LOCATION OF TELEPHONE BOARD. cD 0 0 N CONDENSING UNIT CONDUIT DETAIL t� N.T.S. a LO cn 0 0 N g \OnA� i ST ER� o � 8270 F OF ����► ODD 'e 6 # 0633 A YN� ineering Inc. " Consulting Engin 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 Sheet: E1.2 SPEC I AL. NOTE: REFER TO MECHANICAL DRAWING ME1.2, FOR TEMP. CONTROL WIRING DIAGRAM AND CONDUITING REQUIREMENTS AND RESPONSIBILITIES UNDER THE ELECTRICAL PORTION OF THIS PROJECT. 'ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNEDI MAY 19 2006 ON FILE AT PAYNE ENGINEERING INC 8. LOCATE OUTLET WITHIN FOUR FEET OF MOTOR FOR ' BASKETBALL STANDARD. MAKE RECEPTACLE CONNECTIONS PER BASKETBALL STANDARD MANUFACTURER REQUIREMENTS. 9. AUTOMATIC SPRINKLER CONTROLLER FURNISHED AND MOUNTED BY OTHERS. RUN 2 1/2" CONDUIT DOWN FROM CONTROLLER UNDER SLAB 18" DEEP AND OUT 12" BEYOND SLAB. USE MINIMUM 12" RADIUS ELBOW. SEE H /L1.4. 10. REFER TO C /E4.2 FOR MOUNTING OF RECEPTACLE. 11. SEE 1/A6.1 FOR MOUNTING LOCATION. 12. SEE SECTION "F" SHEET A6.1. 13. LOCATE BOX SO DUPLEX RECEPTACLE CAN BE MOUNTED HORIZONTALLY IN HARDWOOD BASE. 14. INSTALL DUPLEX RECEPTACLE AND TELEPHONE OUTLET IN SOUND CABINET JUNCTION BOX IN STORAGE ROOM 144. SEE DETAIL "B" SHEET E4.2. o. °ASSOCIATES o©o ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 o. \ASSOCI ATES A. McFARLAND AR -2561 STATE OF IDAHO w Z 0 v� � y o x U U F H �w W 0 C N � �o F- O Z ti O� z o o (D I T Lo U) m w UJ o _ I- IRT X Cn C r. L. w Z 0 v� � y o x U U F H �w W 0 Project Number: 591 - 5_ -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR PLAN - POWER C 0 n U Cn N 0 } ca m 0 Y CIO Project Number: 591 - 5_ -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR PLAN - POWER i NOTE I NOTE 7 F TO DAMPER MOTOR I 1 TRANSFORMER. NOTE 4 CONNECT T B -1 - - _ _ _ F5 F5 F5 B -31 ------ - - - - -- - - - - --� i ,� 8 -35 ELU -1 NOTE 8 F � 8b __= NOTE 4 TO DAMPER MOTOR TRANSFORMER TO SMOKE RELAY CONTACTS — 1"C DOWN TO JUNCTION BOX BY ORGAN SEE SHEET E1.2 FOR CONTINUATION F18 8a TO SMOKE ETECTORS, REL NOTE 4 TO P- TO SMOKE DETECTOR, RELAY AND CONTACTS NOTE 4 II I II I II I II I F5 j F5 F5 - -- i_, — — — — — — — — B -33 C -13 C -11,13 NOTE 8 F 7 I TO DAMPER MO __OR I TRANSFCRMER. NOTE 4 1 I I I I F F5 2 INOTE 7 I ELU -3 ( I I I I I I I I \ C -14 J F 9a FI CATWALK MOTORIZED MOVIE SCREEN (VERIFY ROUGH -IN) A -25 \--DOWN TO SWITCH (SEE SHEET E1.2) 1"C DOWN TO JUNCTION BOX BY ORGAN SEE SHEET E1.2 FOR CONTINUATION NOTE 8 -- F5 - - -- - L- _ F 7 ATTIC TO DAMPER MOTOR TRANSFORMER. NOTE 4 TO RP -1 NOTE 4 F18 TO SMOKE DETECTORS, l NOTE 4 � cn Z w O C RELAY AND CONT� CT � o xU O CL T DAMPER z MOTOR 1 TO DAMPER MOTOR 0 (` W-4 T AN 0 MER NOTE 4 TRANSFORMER (-1 X r J LO F N TE 4 U T F N S TE OKE RELAY CONTACTS 4 9b F 8d L .L.. E::= J = ; 10 T T DAMPER MOTOR NSF NOTE 4 A -9,15 aLL 0 F5 NOTE 8 _ _ _ A -15 ELU -2 fix - A -13 ---- - - - - -- F=S- --- - C -21 - - - -- - F5 F5 F5 TO SMOKE DETECTOR, RELAY F 6 a AND CONTACTS NOTE 7 NOTE 4 ,cc TO DAMPER MOTOR CON C TO A -1 TO DAMPER MOTOR NOTE 7 TRANSFORMER. NOTE 4 — 100 , 11 11 1 EXTERIOR HC LIGHTING 120V. CIRCUIT NE DOWN TO SWI SEE SHEET E' ATTIC PLAN — ELECTRICAL SCALE: 1/8" = V -0" 0 o: a w U 0_ Q N co 0 Ld Y N of 0 z 0 o- M X LIJ tw Q LO N u, 0 0 N rn SCALE: 1/16" = V -0" I I I DAMPER MOTOR NSFORMER. NOTE 4 CWH- F I I 3 I CONNECT F5 TO C -1 C -15 L---------- - - - --I \ TO DAMPER MOTOR C -23 TRANSFORMER. NOTE 4 _ �\ TRANSFORMER. NOTE 4 F18 N OTES C -16 r � - -- - - r - I I TELEPHONE 'TERMINAL BO RD F5 F18 ..-- -- — NOTE 9 PANEL "C U C —g ~ v i i I I cn -- - - - - r —�� NOTE 6 L I I I —1 — — 7 I CONNECT TO C -3 j 5 NOTE 7 ELU -4 0 DAMPER MOTOR F5 RIANSFORMER. NOTE 4 -C -19 ( I I I I I I -- - - - -� I I I I I I NO TE 7 oo I I I I I I ---------- - - - --I TO BUILDING EXTERIOR LIGHTS 120V. MANUAL BYPASS SWITCH BUILDING EXTERIOR LIGHTING CONTROL DIAGRAM ROOF HEAT TRACE NOTES: U INSTALL HEAT TAPE IN INDICATED GUTTERS AND VALLEYS PER MANUFACTURER. 2❑ ROUTE HEAT TAPE CIRCUITS THROUGH CONTACTOR. SEE DETAIL THIS SHEET. HO 120V. NEUTRAL W:A 5FEC I AI NOTr- : REFER TO MECHANICAL DRAWING ME1.2, FOR TEMP. CONTROL WIRING DIAGRAM AND CONDUITING REQUIREMENTS AND RESPONSIBILITIES UNDER THE ELECTRICAL PORTION OF THIS PROJECT. LIGHTING CONTACTOR PARKING TO PARKING MANUAL AREA AREA LIGHTS BYPASS LIGHTING SWITCH CIRCUIT 208V. PARKING AR LIGHT N.T.S. PHOTO CELL IN NEUTRAL OU TIME SWITCH IN NEUTRAL OU CONTROL DIAGRAM N.T.S. 1. COORDINATE LIGHT FIXTURE LOCATIONS IN MECHANICAL EQUIPMENT AREAS WITH MECH EQUIPMENT. CHAIN SUSPEND FIXTURES AS NECESSARY FOR UNOBSTRUCTED ILLUMINATION. 2. VERIFY MECHANICAL EQUIPMENT AND LOCATIONS WITH MECHANICAL DRAWINGS. 3. REFER TO EQUIPMENT SCHEDULE ON SHEET E2.1 FOR MECHANICAL EQUIPMENT FEEDER INFORMATION. 4. SEE WIRING DIAGRAMS ON ME SHEETS FOR CONNECTION DETAILS. KEEP LINE VOLTAGE SEPARATE FROM LOW VOLTAGE WIRING. 5. RUN EXPOSED CONDUIT IN MECHANICAL AREAS TO AVOID OBSTRUCTING WALKWAYS. 6. CONTROLS FOR PARKING AREA AND BUILDING EXTERIOR LIGHTS. SEE DIAGRAM THIS SHEET. 7. DOWN TO EXTERIOR REMOTE EMERGENCY LIGHTING HEADS. SEE SHEET E1.1. 8. MOUNT BOX VERTICALLY AT EDGE OF WALKWAY SUPPORTED BY CONDUIT IN AND OUT BOOTOM OF BOX. 9 • 20 AMP 10 POLE CONTACTOR WITH 120 VOLT COIL. CONTROL CONTACTOR WITH LIGHTED TOGGLE SWITCH. LABEL SWITCH AND CONTACTOR WITH MICARTA LABEL "ROOF SNOW MENT" )15 # 0633 ' ORIGINAL SIGNED BY+ TODD E, PAYNE DATED ORIGINAL SIGNED= MAY 19 2006 ON FILE ATI PAYNE ENGINEERING INC STEq'�o co 8270 s° e OF L IL A YNE mF Inc. C onsulting n neers 1823 E. Genter Pocatello, Idaho 63201 tel (205) 232 -4434 fax (205) 232 -1435 igm � a_ q>' >° ASSOCI ATES oo�oo�' o ARCHITECTURE 1162 BOND AVENUE - Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 o_ ASSOCIATES BRI=NT A. McFARLAND AR -2561 STATE OF Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ATTIC PLAN - ELECTRICAL Sheet E1.3 F18 Ia:[slue] ROOF HEAT TRACE PLAN l � cn Z w O C N � o xU O CL O z ti O � J 0 (` W-4 J O — c0 LO (-1 X r J LO Lo U G X W L .L.. Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ATTIC PLAN - ELECTRICAL Sheet E1.3 F18 Ia:[slue] ROOF HEAT TRACE PLAN l � cn Z w O C o o xU CL H a W-4 WO (-1 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ATTIC PLAN - ELECTRICAL Sheet E1.3 F18 Ia:[slue] ROOF HEAT TRACE PLAN C 0 . a U 0 a . ,cc cc 0 L w Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ATTIC PLAN - ELECTRICAL Sheet E1.3 F18 Ia:[slue] ROOF HEAT TRACE PLAN o- 0 Z 0 o' m X W o! c0 0 LL: Q L0 N cp 0 0 n EQUIPMENT SCHEDULE SYM DESCRIPTION CIRCUIT FEEDER VOLTS /0 DISCONNECT STARTER HP /WATTS FLA BRK FURNACE FAN B -31 1/2 "C (2#12) 120V/10 SINGLE POLE SWITCH INCLUDED 1 HP 16 2 FURNACE FAN C -13 1 #1) (2 #12) 120V/10 SINGLE POLE SWITCH INCLUDED ** 1 HP 16 F 3 FURNACE FAN C -15 1/2 (2 #12) 120V/1� SINGLE POLE SWITCH INCLUDED 1/2 HP 10 4 FURNACE FAN C -11 1/2 "C (2 #12) 120V/10 SINGLE POLE SWITCH INCLUDED 1/2 HP 10 F 5 FURNACE FAN C -17 1 /2 "C ( 2 #12 120V/1�b SINGLE POLE SWITCH INCLUDED 1/2 HP 10 6 FURNACE FAN C-19 1 #12) (2 #12) 120V/10 SINGLE POLE SWITCH INCLUDED 1 HP 16 7 FURNACE FAN A -11 1 #20 (2 #11 2) 120V/10 SINGLE POLE SWITCH INCLUDED 1 HP 16 1 FURNACE FAN B - 29 1 /2 "C ( 2 #12 120V/1� SINGLE POLE SWITCH INCLUDED 1 HP 16 8a F FURNACE FAN B - 35 1/2"C (2 #12) 120V/10 SINGLE POLE SWITCH INCLUDED 1 HP 16 8b F FURNACE FAN A - 15 1/2 "C (2 #12) 120V/10 SINGLE POLE SWITCH INCLUDED 'k'k 1 HP 16 8c F FURNACE FAN A - 9 1/2"C (2 #12) 120V/1 D SINGLE POLE SWITCH INCLUDED 1 HP 16 8d 9a FURNACE FAN B -33 1/2 "C (2 #12) 120V/10 SINGLE POLE SWITCH INCLUDED 3/4 HP / 14 4), FURNACE FAN A -13 1 /2 "C (2 #12) 120V/1 SINGLE POLE SWITCH INCLUDED 3/4 HP 14 F 10 FURNACE FAN C -21 1/2 "C (2 #12) 120V/10 SINGLE POLE SWITCH INCLUDED 3/4 HP 14 1 SPARE 1900 19 1000 20 20 1000 Y EXHAUST FAN A -5 � /2"C 120V/10 — — 155W 1 EF 2 EXHAUST FAN A -5 �2#2 120V/1 — — 155W 1 EF EXHAUST FAN B -27 1/2"C ) 120V/10 — — 81 W 1 3 E4 EXHAUST FAN A -7 1/2 20V/10 — — 81 W 1 E5 EXHAUST FAN B - 25 1 20V/10 � /2 1 — — 155W 1 E 6 EXHAUST FAN B -25 / (21 0' � 120V/10 — — 81 W 1 EF EXHAUST FAN B -25 " (2 / 1 2) 120V/10 — — 81W 1 800 EH ELECTRIC HEATER 8 -37 (21 „ � / 208V/1� - - 3000W 14.4 WH 1 WATER HEATER C -14 11/2"C (2 #12) 120V/1 0 SINGLE POLE SWITCH — .84 KW 7 800 33 1600 1600 34 800 SPACE 20 CU AIR COOLED CONDENSING UNIT LC1 -1 1/2"C (2 #8) 208V/10 70A -2P CIRCUIT BREAKER INCLUDED — ** 31.8 1 CU AIR COOLED CONDENSING UNIT LC2 - 1/2"C (2 #8) 208V/10 70A -2P CIRCUIT BREAKER INCLUDED _ ** 31.8 2 CU AIR COOLED CONDENSING UNIT LC2 -1 1/2"C (2 #12) 208V/10 40A -2P CIRCUIT BREAKER INCLUDED _ ** 18.0 3 CU AIR COOLED CONDENSING UNIT LC2 -2 1/2"C (2 #12) 208V/1sa 40A -2P CIRCUIT BREAKER INCLUDED — ** 18.0 4 CU AIR COOLED CONDENSING UNIT LC3 - 1/2"C (2 # 208V/10 40A -2P CIRCUIT BREAKER INCLUDED — ** 18.0 5 CU AIR COOLED CONDENSING UNIT LC3 -9 1/2 "C (2 #8) 208V/1� 70A -2P CIRCUIT BREAKER INCLUDED ** 31.8 6 CU AIR COOLED CONDENSING UNIT LC4 -1 1/2 "C ( # 208V 14 / 70A -2P CIRCUIT BREAKER INCLUDED ** 31.8 7 CU 0 AIR COOLED CONDENSING UNIT LC1 -5 1/2 "C (2 #8) 208V /10 70A -2P CIRCUIT BREAKER INCLUDED — ** 31.8 8a CU AIR COOLED CONDENSING UNIT LC1 -9 1/2 "C (2 #10) 208V/10 50A -2P CIRCUIT BREAKER INCLUDED ** 23.2 gb CU AIR COOLED CONDENSING UNIT LC4 - 1/2 "C (2 #10) 208V/1� 50A -2P CIRCUIT BREAKER INCLUDED ** 23.2 gc CU AIR COOLED CONDENSING UNIT LC4 -9 1/2 "C (2 #10) 208V/10 50A -2P CIRCUIT BREAKER INCLUDED ** 23.2 8d CU AIR COOLED CONDENSING UNIT LC2 -5 1/2 "C (2 #10) 208V/10 208V 1� 50A -2P BREAKER INCLUDED ** 23 9a CU AIR COOLED CONDENSING UNIT LC3 -1 1/2 "C ( #10) 208V 1sb / 50A -2P CIRCUIT BREAKER INCLUDED ** 23.2 9b CU AIR COOLED CONDENSING UNIT LC3 -5 1/2 "C (2 #10) 208V 1� / 50A -2P CIRCUIT BREAKER INCLUDED ** 23.2 10 AC AIR COMPRESSOR B -36 " 1�#12) 120V/10 30AS /25AF -3P * INCLUDED — * .k 16.0 * ** INSTALL SEPARATE NEUTRAL TO EACH TYPE F -8 FURNACE. ** MAXIMUM VALUES INDICATED. * FINAL BREAKER /FUSE SIZE SHALL BE DETERMINED BY MANUFACTURERS RECOMMENDATION FOR ACTUAL EQUIPMENT INSTALLED. PANEL "A" AMPS 225 MAIN LUGS ONLY VOLTS 120/208 PHASE 3 MOUNTING FLUSH LOCATION MATL CENTER 134 BRKR DESCRIPTION CIRCUIT 0 PHASE L A S CIRCUIT DESCRIPTION BRK A P VA NO A B C NO VA A I P 20 1 LTS — FOYER, VEST 670 1 1480 LOAD 2 2 900 RCPT —ROOM, CLERK 20 1 20 1 LTS — BISHOP, CORR, ROOMS 1330 3 2370 2230 4 4 900 RCPT — BISHOP 20 1 20 1 LTS —CORR, MEN, WOMEN 1641 5 2200 2605 6 1440 RCPT — CHAPEL, CORR 20 1 20 1 LTS —ROOMS 1560 7 2570 8 8 1000 RCPT —ORGAN 20 1 30 1 FURNACE F -8c 1900 9 2380 2800 10 10 900 RCPT — ROOMS, VEST, FOYER 20 1 30 1 FURNACE F -7 1900 11 1380 2620 12 540 RCPT — MATERIAL CTR, ROOM 20 1 25 1 FURNACE F -9b 1600 13 1780 14 14 180 RCPT — MATERIAL CENTER 20 1 30 1 FURNACE F -8d 1900 15 1260 3340 16 16 1440 RCPT — CULTURAL CTR, CORR 20 1 20 1 RCPT — MATERIAL CENTER 360 17 1260 1460 18 1260 RCPT — ROOMS, SPRKLR CONTR 20 1 20 1 SPARE 1900 19 1000 20 20 1000 RCPT —SOUND SYSTEM 20 1 30 2 BOOSTER HEATER 2000 21 880 2200 22 22 600 SPARE 20 1 — 1 — 2000 23 1040 1000 24 RCPT — SERVING AREA SPACE 20 1 20 1 MOTORIZED SCREEN 250 25 26 26 RANGE SPACE 20 1 20 1 SPACE 800 27 6291 800 28 28 — SPACE 20 1 20 1 SPACE 800 29 6900 1600 30 800 SPACE 20 1 20 1 SPACE 800 31 1600 32 32 800 SPACE 20 1 20 1 SPACE 800 33 1600 1600 34 800 SPACE 20 1 20 1 SPACE 800 35 800 3800 36 46 AIR COMPRESSOR SPACE 1 20 20 1 SPACE 800 37 800 38 38 SPARE SPACE 1 — — — SPACE 39 39 1500 40 40 SPARE SPACE 1 . — � SPACE SPACE 41 41 42 42 SPACE SPACE 21457 16281 16580 TOTAL LOAD 54318 VA 151 AMPS 6910 8370 7141 1 TOTAL LOAD 22421 VA 62 AMPS PANEL "C" AMPS 225 MAIN LUGS ONLY VOLTS 120 208 PHASE 3 MOUNTING SURFACE LOCATION ATTIC BRKR DESCRIPTION CIRCUIT 0 PHASE LOADS I II II CIRCUIT DESCRIPTION BRKR A P VA NO A B C NO VA A P 20 1 LTS —ROOM 1250 1 1970 LOAD 2 2 720 RCPT —ROOM 20 1 20 1 LTS —FOYER 250 3 2370 1150 4 4 900 RCPT— ROOMS,CORRIDOR,MEN 20 1 20 1 LTS —ROOM 990 5 2200 2070 6 1080 RCPT — ROOMS, CORRIDOR 20 1 20 1 LTS — EXTERIOR 910 7 1450 8 8 540 RCPT —ROOM 20 1 20 1 LTS— ATTIC, CATWALK 1390 9 2380 2650 10 10 1260 RCPT — CULTURAL CTR, CORR 20 1 20 1 FURNACE F -4 1200 11 1380 2100 12 900 RCPT —ROOMS 20 1 30 1 FURNACE F -2 1900 13 2740 14 14 840 WATER HEATER WH -1 20 1 20 1 FURNACE F -3 1200 15 1260 1700 16 16 500 RCPT — TELEPHONE 20 1 20 1 FURNACE F -5 1200 17 1260 2350 18 1150 MOTORIZED BACKBOARD 20 1 30 1 FURNACE F -6 1900 19 3050 20 20 1150 MOTORIZED BACKBOARD 20 1 25 1 FURNACE F -10 1600 21 880 2200 22 22 600 FIRE ALARM CONTROL PANEL 20 1 20 1 RCPT —ATTIC 1000 23 1040 1000 24 RCPT — SERVING AREA SPARE 20 1 20 1 SPARE 25 25 26 26 RANGE SPARE 20 1 20 1 HEAT TRACE CABLE 800 27 6291 800 28 28 — SPARE 20 1 20 1 HEAT TRACE CABLE 800 29 6900 1600 30 800 HEAT TRACE CABLE 20 1 20 1 HEAT TRACE CABLE 800 31 1600 32 3 2 800 HEAT TRACE CABLE 20 1 20 1 HEAT TRACE CABLE 800 33 1600 1600 34 800 HEAT TRACE CABLE 20 1 20 1 HEAT TRACE CABLE 800 35 800 3800 36 36 AIR COMPRESSOR SPACE 1 20 20 1 HEAT TRACE CABLE 800 37 800 38 38 SPARE SPACE 1 — — — SPACE 39 39 1500 40 40 SPARE SPACE 1 . — � SPACE SPACE 41 41 42 42 SPACE SPACE 21457 16281 16580 TOTAL LOAD 54318 VA 151 AMPS 9210 17700 1 7520 TOTAL LOAD 24430 VA 68 AMPS �k �k �k * GFCI PROTECTED AS PER NEC. PAD MOUNT TRANSFORMER — LOCATE PER POWER CO. REQUIREMENTS AS CLOSE TO MAIN PANEL "M" AS POSSIBLE MAIN PANEL "M" 10 8 3P y OOA 3P 1100A Q Q V) V) 6 3P 180A -It r� LOAD , ENTER "LC2" F 1F - 1r - - 1r -- 1 I gal 511���1 3�1 I II 11 II L__IL-- JL- -JL__J OUTSIDE * GROUND REQUIRED REGARDLESS OF CONDUIT TYPE 4 3P 81 OA LOAD ENTEI "LC1" METER AS REQUIRED UNDERGROUND PARALLEL SERVICE 3`, 4 WIRE, 120/208 VOLTS 2- 3 "C(3- 350KCMIL,1 #2/0 NEUTRAL)THW, CU 3P )600A MAIN BREAKER 2 1 3 3P �1 3P 11 50A 1 3P 1 150A * * * 0 0 ICE NI NI N J_ J_ J_ 0 PANEL 1 Ba II ' Cu " I 0 PP It I II II DESCRIPTION 0 OUTSIDE MATL CTR VA 134 SINGLE LINE C NO VA A 4k 20 z4k LTS— FOYER, VEST Z* 1 157 LOAD CENTER "LC1" CU- 1,8a,8b LOAD 2 900 RCPT — BISHOP, CLERK 20 1 20 U LTS — BISHOPS, CORR, ROOMS U 3 U NI NI N J_ J_ J_ BRKR PANEL 1 Ba II ' Cu " I 180A PP It I II II DESCRIPTION BRKR OUTSIDE MATL CTR VA 134 SINGLE LINE PANEL "B" AMPS 225 MAIN LUGS ONLY VOLTS 120/208 PHASE 3 MOUNTING FLUSH LOCATION CUST 111 BRKR DESCRIPTION CIRCUIT 180A PHASE LOADS CIRCUIT DESCRIPTION BRKR A P VA NO A B C NO VA A P 20 1 LTS— FOYER, VEST 670 1 157 LOAD CENTER "LC1" CU- 1,8a,8b LOAD 2 900 RCPT — BISHOP, CLERK 20 1 20 1 LTS — BISHOPS, CORR, ROOMS 1470 3 1 2370 X 4 900 RCPT — CLERKS 20 1 20 1 LTS — CULTURAL CENTER 1120 5 2200 6 1080 RCPT — CHAPEL, CORR 20 1 20 1 LTS— CULTURAL CENTER 1120 7 2200 288 8 1080 RCPT — BISHOP, FIRE /SMOKES 20 1 20 1 LTS— CULTURAL CENTER 1120 9 2380 10 1260 RCPT — ROOMS, VEST, FOYER 20 1 20 1 LTS— CULTURAL CENTER 1200 11 1380 12 180 RCPT — SERVING AREA 20 1 20 1 LTS— CULTURAL CENTER 1200 13 1380 14 180 RCPT — SERVING AREA 20 1 20 1 LTS— CHAPEL 1080 15 1260 Co 16 180 RCPT — SERVING AREA 20 1 20 1 LTS— CHAPEL 1080 17 1260 18 180 RCPT — SERVING AREA 201 1 20 1 LTS— CHAPEL 1140 19 1320 20 180 RCPT — SERVING AREA 20 1 20 1 LTS— CHAPEL 700 21 880 22 180 RCPT — SERVING AREA 20 1 20 1 LTS— CHAPEL 860 23 1040 24 180 RCPT — SERVING AREA 20 1 20 1 LTS — ROOMS, SERVING AREA 1587 25 6587 26 5000 RANGE 50 2 20 1 LTS— CORR,ROOMS 1291 27 6291 28 5000 — — 30 1 FURNACE F -8a 1900 29 6900 30 5000 RANGE 50 2 30 1 FURNACE F -1 1900 3 6900 32 5000 — — 25 1 FURNACE F -9a 1600 3 1600 34 SPARE 20 1 30 1 FURNACE F -8b 1900 35 3800 36 1900 AIR COMPRESSOR 30 1 20 2 ELEC HEATER EH -1 1500 37 1500 38 SPARE 20 1 — — — 1500 39 1500 40 SPARE 20 1 . — � SPACE 41 42 SPACE 21457 16281 16580 TOTAL LOAD 54318 VA 151 AMPS PANEL PANEL "B If PIC ff CUST. ATTIC 111 DIAGRAM 5 3P 8l OA ENTEF "LC3" 7 9 DESCRIPTION 3P )60A 3P 180A `C C �- � ca 136 M 141 I �t- = 0 z ti OOz M -3 PANEL C 77 � o 63 77 PANEL LOAD CENTER "LC1" CU- 1,8a,8b LOAD 48 "SB” ;ENTER D 56 (f) m W W "LC4" M W M -6 1 2/0 BC 2/0 BC CONCRETE EMBEDDED — ELECTRODE GROUND MAIN WATER SERVICE GRND AS PER NEC F 1r - 1r - 1 WCU I10 6 ,51 I I II L__ JL__JL__JL - -J OUTSIDE F 1r - 1r -- 1 17U 1 1 8a 11 8dl 1 II L__JL__JL__J OUTSIDE JOB # 0633 SCALE: NONE GRIGI SIGNED BYI TODD E, PAYNE DATED ORIGINAL SIGNED MAY 19 2006 ON FILE AT: ,PAYNE ENGI NEERING INC ONAL � 4e � STFq� ca 8270 o �FOF��� O I L IIA�Y�ML= Inc. a onsu � ng� n 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -443q fax (208) 232 -1435 aS ASSOCIATES o© ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 o_ ASSOCIATES BF ENT A. McFARLAND AR -2561 STATE OF IDAHO cn w z O o o xUx a` U H H WO CIRCUIT DESCRIPTION LOAD AMPS `A `B `C C N � 179 136 �0 141 M -2 = 0 z ti OOz M -3 PANEL C 77 � o 63 77 M -4 LOAD CENTER "LC1" CU- 1,8a,8b 0 48 LO M -5 D 56 (f) m W W J M W M -6 1 51 X 48 M -7 W 48 a� 40 M -8 cn w z O o o xUx a` U H H WO Project Number: 591 - 556 - Plan Series: HER- TRA - -13 _ Property Number: 591 - 5568 -77 Sheet Title: SCHEDULES AND SINGLE LINE DIAGRAM Sheet: E2.1 LOAD TABULATION CIRCUIT DESCRIPTION LOAD AMPS `A `B `C C M -1 PANEL B 179 136 138 141 M -2 0 . 58 70 60 70 M -3 PANEL C 77 64 63 77 M -4 LOAD CENTER "LC1" CU- 1,8a,8b 55 48 48 M -5 LOAD CENTER "LC2" CU- 5,6,9b,10 56 63 48 M -6 LOAD CENTER "LC3" CU- 2,3,4,9a 51 59 48 M -7 LOAD CENTER "LC4" CU- 7,8c,8d 48 a� 40 M -8 0 M -9 TOTALS } 488 445 288 cc cc o L Co Project Number: 591 - 556 - Plan Series: HER- TRA - -13 _ Property Number: 591 - 5568 -77 Sheet Title: SCHEDULES AND SINGLE LINE DIAGRAM Sheet: E2.1 LOAD TABULATION CIRCUIT DESCRIPTION LOAD AMPS `A `B `C N M -1 PANEL B 179 136 138 141 M -2 PANEL A 58 70 60 70 M -3 PANEL C 77 64 63 77 M -4 LOAD CENTER "LC1" CU- 1,8a,8b 55 48 48 M -5 LOAD CENTER "LC2" CU- 5,6,9b,10 56 63 48 M -6 LOAD CENTER "LC3" CU- 2,3,4,9a 51 59 48 M -7 LOAD CENTER "LC4" CU- 7,8c,8d 48 48 40 M -8 M -9 TOTALS 524 488 445 288 NOTES 1. MAKE PROVISIONS FOR FUTURE BREAKERS WHERE SPACES ARE 'k SHOWN IN PANELS. . 1- • �Ljll - - - - -- SAC � I. I. 12 , CHAPEL ML IN •11 1[191 BISHOP ®� 11 I ONE CABLE TYPICAL CONNECTING HARDWARE CLERK ® {III UNLESS ERVICE COMPANY OTHER IND ICATED ICATED OR OWNER CLERK ® { I -11 BISHOP iU?� 1 FOYER I ROOM 1- i II I STORAGE I I I I -- FOYER(FACP) 11 1[11'1 BISHOP nAZ - - - - -J 1717 FACP I. I. 12 , CHAPEL ML IN •11 1[191 BISHOP ®� 11 I ONE CABLE TYPICAL CONNECTING HARDWARE CLERK ® {III UNLESS ERVICE COMPANY OTHER IND ICATED ICATED OR OWNER CLERK ® { I I I BISHOP j 1 FOYER I ROOM CORRIDOR i II I STORAGE I I I I -- FOYER(FACP) ® 2 CAB BISHOP nAZ - - - - -J 1717 FACP CLERK ® I� 3000K FOYER I MATE ® CENTER II MOUNT AT CEILING EXCEPT ROOM 145 SEE 11 IN'V R00 r F_ — -1 1 � I I 0 II I I I I I I I j 1 o I ROOM I I i II I ® I I I I -- I I I L - l l 1 1 I I 20 L _ - - - - -J 1717 FACP LB232 -120 * �- 3000K FOYER I METALUX W -232A- 120 — *81 3000K 0 � r F_ — -1 1 � I I 0 II I I I I I P j ROOM o I I ® I 1 1 1 OMP i I I I 2 —F32 I I I -- el - - - - - -- '2 CABLES 2" CONDUIT (MIN.) UNDER GROUND AS 1/2" CONDUIT V DIRECTED BY TELEPHONE COMPANY PER TELEPHONE I 11 I i1�1 Iman - iKf:3 � 1 A CULTURAL CENTER B lilt im 11 11� iE•7i7 CULTURAL CENTER 1•• 11- iK�•7 SCALE: 1/16" = 1'— - WHERE TELEPHONE AND DATA OUTLET ARE SHOWN ADJACENT THE ASSOCIATED JACK/ MODULES ARE TO BE CONTAINED IN THE SAME FACE PLATE(TYP OF 6 LOCATIONS) OCCURS IN A SPACE) 0 Z i Q Z z W LO N CG 0 Lei Y Q In 0 z 0 ry Z) M X LSI 10 0 LL LO N cD 0 0 FJ ROOM MI ROOM ROOM Mal A" CULTURAL CENTER® "B" CULTURAL CENTER CULTURAL® CENTER ROOM MI ROSTRUM 48 "x96 "x3/4" PLYWOOD ATTIC •11 -11 iKicj i[�3►a PATCH PANEL ON HINGED WALL MOUNT BRACKET. PROVIDE LABELS ABOVE EACH PORT IDENTIFYING AREA SERVED USING ROOM NUMBERS SHOWN(USE LETTERS WHERE MORE THAN ONE DATA OUTLET SYSTEM GROUND NY REQUIREMENTS TELEPHONE I DATA MOUNT COPY OF "MAIN FLOOR PLAN TELEPHONE/DATA" FROM THIS SHEET UNDER RIGID, CLEAR PLEXIGLASS WITH SCREW PAIR 3 PAIR 2 f PAIR 1 1 PAIR 4 1� �!- ■ 6 .. / - - r- PIN/PAIR ASSIGNMENT (EIA /TIA 568B STRAIGHT THRU) DATA CA nn B '' L ss E //�� C .. O uu NNECTION NOT T O SCALE FIXTURE SCHEDULE SYM MANUFACTURER FIX. LAMP MOUNTING REMARKS NAME CAT. NO. TYPE VA TYPE o O NAME CAT. NO. 70 2 —F32 SURFACE * ELECTRONIC BALLAST Q DAY —BRITE CAN232- 120 -1 /2EB* 20 T8 WALL SEE SPEC. 16510 1717 LITHONIA LB232 -120 * �- 3000K SEE SPEC 16510 Fl METALUX W -232A- 120 — *81 3000K G MOUNT AT CEILING EXCEPT ROOM 145 SEE LIGHTOLIER JS4A232120SO* W D /A6.4 COLUMBIA WC4- 232 —EB8 *120 o LSI PR232SS0120 DAY —BRITE 2SM432 —FS56 -120* 140 4 —F32 SURFACE * 2 ELECTRONIC BALLASTS 1718 LITHONIA 2M432AR12.140 -120 * TS SEE SPEC. 16510 .14 THICK EAGLE 604 3000K KSH ACRI —TUF LENS f-2 METALUX 2M432ACTF140- 120 *82 LIGHTOLIER PNB2SFSVK432120SO 175 E23 1/2 18' PARKING AREA 1719 COLUMBIA SM24-432—FSACR.1 40—EB8*1 20 LU150 ALUM.POLE LIGHTING. 208 VOLTS LSI 2SACRIX432SDSSO(2).140120 SEE FIXTURE SCHEDULE NOTE DAY —BRITE TN132 -120 * 70 2 -1732 COVE * ELECTRONIC BALLAST co LITHONIA 8TS132 -120* T8 SEE SPEC. 16510 F3 METALUX 8TSN132- 120 — *81 3000K LIGHTOLIER SN8T132HPFUNVSO 70 2 —F32 RECESSED * ELECTRONIC BALLAST 1720 COLUMBIA CH8- 132 —EB8 *120 T8 SEE SPEC. 16510 LSI S132(- 2)SS0120 3000K OMEGA S632PLTU —T6CS 40 1 —FM32W RECESSED ELECTRONIC BALLAST 17 4 PORTFOLIO PD6— V142E -6VC GX24Q LIGHTOLIER 8021CCLW/6132BU120 3000K LITHONIA AFV- 32TRT -6AR -120 (TRIPLE) PRESCOLITE CFT632EB— STF602 DMF DHFV6132D6261SFELEC DAY —BRITE N132- 120 —CGS4 * 40 1 —F32 SURFACE * ELECTRONIC BALLAST SEE 175 LITHONIA S132- 120 —WG8* — T8 OR CHAIN SPEC. 16510 FURNISH WIRE METALUX SN- 132 - 120— *81 /WG /SN 3000K SUSPENDED GUARD EXCEPT FOR FIXTURES LIGHTOLIER SN4S132HPFUNVSO * —AWG1 WCSP IN FOYERS 109 AND 136. COLUMBIA CH4- 132 —EB8 *120 —CHWG4 SHOWN ON PLANS LSI S132SS012OWG140 DAY —BRITE SSR232 -120* WALL SELF LUMINOUS LITHONIA SS232 -120 * 70 2 -1732 COVE *ELECTRONIC METALUX SSL232- 120 — *81 T8 T8 BALLAST. SEE SPEC. F6 LIGHTOLIER STG240RSHPF120S0 * 16510 COLUMBIA SS4- 232 —EB8 *120 LSI STG232SS0120 DAY —BRITE CD132W -120 40 1 -1732 WALL ELECTRONIC BALLAST. F7 LIGHTOLIER CW8132120SO* TS SEE SPEC. 16510 MOUNT PRUDENTIAL P- 1851- 48CTE— PRAl20 * 3000K +7'6" OR ABOVE METALUX BE- 132 - 120 — *81 COLUMBIA WAL4- 132 —EB8 *120 MIRRORS. SEE SHEET A6.3 LSI BR132SS0120 CAPRI CT4440W CP150 150 PAR38 SURFACE 178 LITHONIA LTCFLTB AR38MBWH /LTAI8WH CAP /FL HALO L764P/L973P 130V LIGHTOLIER 6353WH/6190WH PRESCOLITE AKTFCP38 —WH /AKTMP —WH DMF DT602W —MPW LITHONIA WST- 50S —MD -120 WET LOCATION RATED. F9 LUMARK HPIPT50 -120 70 LU50 WALL FINISH TO MATCH PARKING MCPHILBEN 111— MT -50HPS -120 IVIED LOT FIXTURES. SEE A2.1 KIM SW1- 50HPS120 —SCBA AND A2.2 FOR MOUNTING EXCELINE GS3D53LX -1 DETAILS LSI GBWS350HPSF120 LIGHTOLIER LD7VWHW /LD7V50SA 70 LU50/ RECESSED 1710 HALO M70OT- 62OS -1773P IVIED LITHONIA LGH- 50S- 7RW —FFL -120 OMEGA OM8- 1HSOHS— SPL —FL PRESCOLITE 90S3- 50HPSFE —M71 -120 DMF DHSV850D822W(FRESNEL) LIGHTOLIER 1002FFU/1046 20 1— CFQ13W RECESSED * ELECTRONIC BALLAST. 1711 HALO H2701CAT -405SC GX23/ LITHONIA LP6F- 13DTT- 120 * -603A 3000K CAPRI CFR6V13Q— U— RMA100CLR (QUAD) PRESCOLITE CBX— T070S —EB DMF DHF13D600C LIGHTOLIER C7709CLW /C700 150 PAR38 RECESSED Flt PORTFOLIO PD7— V120- 7VP38C CAP /FL LITHONIA LP6 /6M1 A 130V CAPRI CM6— A300 —V65 PRESCOLITE 84X —WT842 DMF DHIV6D6261 SF CAPRI CT2225W /CP150W 50 PAR20 SURFACE 1713 HALO L1540P/L973P CAP /FL LIGHTOLIER 9120WH/6190WH 130V LITHONIA LTCFLTBPAR20MBWH /LTAI8WH PRESCOLITE AKTRCP20 —WH /AKTMP —WH DMF DT601 W —MPW LAM LB39- 6/39- 1 /382D— AT -4RDT " 0 VARIES PENDANT ELECTRONIC BALLAST BOTTOM 1714 — XX —AB— OPAL— HGT98 270 3000K OF FIXTURES AT ELEV. 112' -0" MANNING DP832— PT(FAB) -6F39- 120 —WH IN CHAPEL 147 AND ROSTRUM " — TST(Special) —LDS 146 AND 110 -0" IN FOYERS 109 AND 136 ORIGINAL CAST MRB- 34- 7— T- 6BQ- 1 —Q —XX" DAVIS /MULLER 122704- 7135B -2 VICTOR VCR2930DXLA- 6F39 —AB- -XXOAH -120 DELUX 2051 SPI RIP114840 LIGHTOLIER 1100FTU/1146 1 —CF26W RECESSED * ELECTRONIC BALLAST. 1715 HALO H2721CAT -405SC 30 GX24Q/ LITHONIA LP6F-26TRT-1 20—GEB1 0-6M1 A 3000K CAPRI CM6— FV26 —U —V65 PRESCOLITE LBFT642 —TO601 C DMF DHF26(1 X26W)D600C MANNING DP- 282— PB- 4QF26- 120 —WH —LDS 4 —CF26W PENDANT ELECTRONIC BALLAST 1716 LAM LDL20- 4 /26PLT— A— SOBR -20 "— GX24Q SGW —OPAL- 120 —HGT98 120 3000K ORIGINAL CAST AVE- 23- 7— B- 4DP- 1 —Q -24 VICTOR VCR30 -24 —S- 120- 4 /CFQ26 —PB LIGHTOLIER 4A28426APBU- 4SB124PB DAVIS /MULLER 122704 -1111 ADVENT AIP117462 ORIGINAL SIGNED BY; TODD E, PAYNE DATED ORIGINAL SIGNEI MAY 19 2006 ON FILE ATi �PAYNE ENGINEERING IN( S�QNAL �C /� OUS co 8270 �FOF��� �pp Q P A AN tonsurimg tngmeers 1823 E. Genter Pocatello, Idaho 83201 tel (208) 232 -443a fax (20b) 232 -1435 Sheet: E2.2 0— ORANGE, G —GREEN 1 2 3 4 5 6 7 8 BL— BLUE W -0 W —G W —BL W —BR BR —BROWN 0 —W BL —W G —W BR —W W —WHITE FIXTURE SCHEDULE Z MANUFACTURER FIX. LAMP SYM VA TYPE MOUNTING REMARKS o O NAME CAT. NO. z Imo- O O= J Q DAY —BRITE CD117W -120 * 20 1 —F17 WALL * ELECTRONIC BALLAST 1717 LIGHTOLIER CWB117120S0 * �- Tg SEE SPEC 16510 Im T W PRUDENTIAL P- 1851 -24CT— PRA -120 * 3000K G MOUNT AT CEILING EXCEPT ROOM 145 SEE METALUX BE- 117 -120 * 81 W D /A6.4 COLUMBIA WAL2- 117 —EB8 * 120 o LSI BR117SS0120 LEVITON 9875 75 A -19 SURFACE PROVIDE METAL WIRE GUARD 1718 GE GE5740 -7 EAGLE 604 BRYANT 5228 LITHONIA KAD150SR3TB 175 E23 1/2 18' PARKING AREA 1719 LUMARK HPHR —R3- 150 -208 LU150 ALUM.POLE LIGHTING. 208 VOLTS EMCO AV1- 3- 150HPS -208 SEE FIXTURE SCHEDULE NOTE EXCELINE SMR153LX -2 co SPAULDING CR1— A— S15— H3 —F —Q LSI C2TH3150HPSFMT DAY —BRITE 1 DFS232 —FS00 -120 -1 /2EB * —CS— 70 2 —F32 RECESSED * ELECTRONIC BALLAST 1720 2 "DEEP- 2X8CELL —WHITE T8 SEE SPEC. 16510 ECOLITE LOUVER 3000K LITHONIA SPFB232 -2615W -120* METALUX P2F- 232W- 213P- 120V —EB81 LIGHTOLIER DNS1F24WS232- 120SO* COLUMBIA P2142432GW28S—EB*-120— SWW—FK14 LSI V1 FPFL24- 232FD— SSO *WH -120 MCPHILBEN SLG20SW —DG SELF LUMINOUS MOUNT ABOVE BRANDHURST B- 100— U20 —GN —WHITE FRAME — — WALL DOORS UNLESS NOTED ISOLITE SLX- 60— SG20WH —U OTHERWISE PROVIDE SPL 700C1- 20— GBG — SO— WHITE DIRECTIONAL ARROWS AS CHLORIDE C3GU20S —WH /TPC —W SHOWN ON PLANS EVENLITE LEX- 20 -1 —G —W MCPHILBEN SLG20DW —DG WALL SELF LUMINOUS BRANDHURST B- 100— U20 —D —GN —WHITE FRAME — — ISOLITE SLX- 60— DG20WH —U SPL 700C2 -20— GBG —SO —WHITE CHLORIDE C3GU20D —WH /TPC —W EVENLITE I LEX- 20 -2 —G —W FIXTURE SCHEDULE NOTE: SEE SHEET G1.4 FOR POLE BASE DETAIL. BASE SHALL BE HINGED. ORIENT BASE SO THAT POLE MAY BE LOWERED WITHOUT HITTING ANY OBSTRUCTION. SEE SPECIFICATIONS 16520 FOR FIXTURE AND POLE FINISH AND COLOR. ° aQ �GASSOCIATES © 0 ARCHITECTURE 1152 BOND AVENUE — Siate A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 B � ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 591 - 556 -77 Plan Series: HER TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR TELE /DATA DIAGRAM AND SCHEDULE JOB # Ob33 Z I I v� Z N � V) o O cn ��' O z Imo- O O= J Q r. Z J — CD LO _ O C.� u? �- T LO Im T W J M� LO cr- G X W i Project Number: 591 - 556 -77 Plan Series: HER TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR TELE /DATA DIAGRAM AND SCHEDULE JOB # Ob33 I I v� Z w O V) o U cn ��' o xU� U H H � a C� U) w w � Project Number: 591 - 556 -77 Plan Series: HER TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR TELE /DATA DIAGRAM AND SCHEDULE JOB # Ob33 I I C O .Q U) i o _ m o co Project Number: 591 - 556 -77 Plan Series: HER TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR TELE /DATA DIAGRAM AND SCHEDULE JOB # Ob33 IJ O O 701 FLOOR PLAN - SOUND SCALE: 1/8" = 1' -0" 3 0 I w U n Q o! 0 i f- M O I . W M a co 04 co O O ELECTRICAL NOTES 1. NO CHANGES SHALL BE MADE WITHOUT THE PROJECT SOUND /ACOUSTICAL CONSULTANT'S WRITTEN CONSENT. 2. MOUNT 12" X 12" JUNCTION BOX AS DETAILED, SO THERE IS ADEQUATE CLEARANCE FOR THE EQUIPMENT CABINET TO BE FULLY OPENED. CABINET HINGES ON THE RIGHT SIDE. SEE DETAIL A /E4.2. 3. REFER TO DRAWINGS FOR EXACT NUMBER OF COMPONENTS USED IF NOT SPECIFIED IN EQUIPMENT LIST. 4. INSTALL ALL SOUND CABLE IN CONDUIT AS PER SPECIFICATIONS, EVEN IF CONDUIT IS NOT REQUIRED BY LOCAL CODES. PROVIDE MINIMUM .75" CONDUIT UNLESS NOTED OTHERWISE. DO NOT SPLICE CABLE. 5. SPEAKER AND MICROPHONE CABLE SHALL NOT BE RUN IN THE SAME CONDUIT. 6. REFER TO ROSTRUM PLAN ON SHEET F2.1 FOR JUNCTION BOX /CONDUIT STUB LOCATIONS UNDER PULPIT. 7. LOOP EXTRA CABLES THROUGH JUNCTION BOXES, DO NOT CUT. SYMBOL LEGEND O SINGLE MICROPHONE INPUT @D DUAL MICROPHONE INPUT ® SINGLE MICROPHONE /LINE LEVEL INPUT O SOUND SYSTEM VOLUME CONTROL S� SOUND SYSTEM SOURCE SELECT /VOLUME CONTROL CC CULTURAL CENTER AUDIO CONTROL PANEL IR INFRARED SENSORS ® SINGLE MICROPHONE INPUT /TAPE RECORD JACK CP CHAPEL AUDIO CONTROL PANEL ELECTRICAL EQUIPMENT LIST SYM DESCRIPTION QTY ACCEPTABLE TYPES O O 3" DEEP, SINGLE GANG BOX MOUNTED OFP EXCEPT AS NOTED N AT ELECTRICAL OUTLET HEIGHT LIBERTY 22 -1P —EZ ® 3" DEEP, DOUBLE GANG BOX MOUNTED 1 MOUNT IN PULPIT SIDE S (X) AT ELECTRICAL OUTLET HEIGHT r-, WEST PENN 225 0 3" DEEP, DOUBLE GANG BOX WITH SINGLE OFP LIBERTY 16- 2C —GRY / GANG PLASTER RING MOUNTED AT A/R BELDEN 15838 D (X) ELECTRICAL SWITCH HEIGHT Lr) ' WEST PENN 4245 © 2 1/8" DEEP, 4" SQUARE BOX WITH OFP LIBERTY 24- 4P —L5 —EN J AL 5/8" DEEP DOUBLE GANG PLASTER RING A/R �_ - MOUNTED AT ELECTRICAL SWITCH HEIGHT CC 3 1/2" DEEP, TRIPLE GANG MASONRY 1 INSTALLED BY SOUND INSTALLER BOX ORIENTED HORIZONTALLY IN WALL OFP PROVIDED BY SOUND INSTALLER AT +5' -0" ABOVE FINISHED FLOOR INSTALLED BY ELECTRICAL IR 3" DEEP, SINGLE GANG BOX MOUNTED OFP SEE F /E4.2 IN DOOR HEADER INSTALLED BY ELECTRICAL ® 3" DEEP DOUBLE GANG BOX SURFACE 1 SEE C /E4.2 MOUNTED INSTALLED BY ELECTRICAL CP CONTROL PEDESTAL, STUB CONDUIT 1 THROUGH FLOOR / MICROPHONE CABLE, (X) INDICATES NUMBER A/R BELDEN 9451 M (X) OF CABLES IF MORE THAN ONE. o WEST PENN 454 N O LIBERTY 22 -1P —EZ / SPEAKER CABLE, (X) INDICATES NUMBER A/R BELDEN 8471 S (X) OF CABLES IF MORE THAN ONE. r-, WEST PENN 225 Joy C/� WO LIBERTY 16- 2C —GRY / CATEGORY 5 REMOTE CONTROL CABLE A/R BELDEN 15838 D (X) (X) INDICATES NUMBER OF CABLES IF Lr) ' WEST PENN 4245 z MORE THAN ONE. LIBERTY 24- 4P —L5 —EN J AL 12 "x12 "x4" METAL JUNCTION BOX RECESSED A/R �_ - BEHIND SOUND EQUIPMENT CABINET SOUND EQUIPMENT CABINET 0 INSTALLED BY SOUND INSTALLER RECESSED METAL SPEAKER ENCLOSURE OFP PROVIDED BY SOUND INSTALLER INSTALLED BY ELECTRICAL SPEAKER MOUNTING RING OFP PROVIDED BY SOUND INSTALLER INSTALLED BY ELECTRICAL F SPEAKER MOUNTING RING OFP PROVIDED BY SOUND INSTALLER INSTALLED BY ELECTRICAL MANUFACTURER'S NAMES AND TELEPHONE NUMBERS ARE LISTED IN THE SPECIFICATIONS A/R = AS REQUIRED OFP = OBTAIN FROM PLANS Ak o_ ASSOCIATES a ARCHITECTURE I= Bohn AMIXII - Bob A V 808.96>fAM LANDSCAPE ARCHITECT DAVID V. WEAVER do ASSOC. 1605. S. Woodruff Ave. Idaho Fells, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING Th e Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS de ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 1- Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM ENGINEERS 175 South Main St., Suite 300 Salt Lake City. UT. 84111 Voice (801) 328 -5151 Fax (801) 328 -5155 Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR ELECTRICAL PLAN AND NOTES-SOUND Sheet: E4.1 F, IS D OSHEET KEYNOTES 1. PROVIDE 1 EA, THHN WITH GREEN INSULATION TO THE MAIN ELECTRICAL PANEL GROUND BUS. LEAVE 5' PIGTAIL IN JUNCTION BOX. 2. PROVIDE 1 EA, 1" C TO ACCESSIBLE ATTIC SPACE FOR HEARING ASSISTANCE TRANSMITTER ANTENNA. 3. PROVIDE 1 EA, "D" TYPE CABLE TO THE TELEPHONE BOARD. LEAVE 5' PIGTAIL IN JUNCTION BOX. 4. MOUNT HORIZONTALLY, CENTERED IN HARDWOOD BASE TRIM AREA. 5. TO PULPIT MOTOR CONTROL. 6. LOOP CABLE THROUGH, DO NOT CUT. 7. INSTALL IN A SEPARATE AND DEDICATED CONDUIT. H I o C N O 0 = 0 z r-, �o Joy C/� WO °o LO 0 Lr) ' _ _ z WW J AL �_ - m X a� w 0 Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR ELECTRICAL PLAN AND NOTES-SOUND Sheet: E4.1 F, IS D OSHEET KEYNOTES 1. PROVIDE 1 EA, THHN WITH GREEN INSULATION TO THE MAIN ELECTRICAL PANEL GROUND BUS. LEAVE 5' PIGTAIL IN JUNCTION BOX. 2. PROVIDE 1 EA, 1" C TO ACCESSIBLE ATTIC SPACE FOR HEARING ASSISTANCE TRANSMITTER ANTENNA. 3. PROVIDE 1 EA, "D" TYPE CABLE TO THE TELEPHONE BOARD. LEAVE 5' PIGTAIL IN JUNCTION BOX. 4. MOUNT HORIZONTALLY, CENTERED IN HARDWOOD BASE TRIM AREA. 5. TO PULPIT MOTOR CONTROL. 6. LOOP CABLE THROUGH, DO NOT CUT. 7. INSTALL IN A SEPARATE AND DEDICATED CONDUIT. H o C O UA o V rAft w C/� WO w Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR ELECTRICAL PLAN AND NOTES-SOUND Sheet: E4.1 F, IS D OSHEET KEYNOTES 1. PROVIDE 1 EA, THHN WITH GREEN INSULATION TO THE MAIN ELECTRICAL PANEL GROUND BUS. LEAVE 5' PIGTAIL IN JUNCTION BOX. 2. PROVIDE 1 EA, 1" C TO ACCESSIBLE ATTIC SPACE FOR HEARING ASSISTANCE TRANSMITTER ANTENNA. 3. PROVIDE 1 EA, "D" TYPE CABLE TO THE TELEPHONE BOARD. LEAVE 5' PIGTAIL IN JUNCTION BOX. 4. MOUNT HORIZONTALLY, CENTERED IN HARDWOOD BASE TRIM AREA. 5. TO PULPIT MOTOR CONTROL. 6. LOOP CABLE THROUGH, DO NOT CUT. 7. INSTALL IN A SEPARATE AND DEDICATED CONDUIT. C 0 . a� 0 o o Cz Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR ELECTRICAL PLAN AND NOTES-SOUND Sheet: E4.1 F, IS D OSHEET KEYNOTES 1. PROVIDE 1 EA, THHN WITH GREEN INSULATION TO THE MAIN ELECTRICAL PANEL GROUND BUS. LEAVE 5' PIGTAIL IN JUNCTION BOX. 2. PROVIDE 1 EA, 1" C TO ACCESSIBLE ATTIC SPACE FOR HEARING ASSISTANCE TRANSMITTER ANTENNA. 3. PROVIDE 1 EA, "D" TYPE CABLE TO THE TELEPHONE BOARD. LEAVE 5' PIGTAIL IN JUNCTION BOX. 4. MOUNT HORIZONTALLY, CENTERED IN HARDWOOD BASE TRIM AREA. 5. TO PULPIT MOTOR CONTROL. 6. LOOP CABLE THROUGH, DO NOT CUT. 7. INSTALL IN A SEPARATE AND DEDICATED CONDUIT. 3 0 CV I w U*) r- r ' Pal 2 n co r 04 c� 0 0 04 00 L0 1E IM REFLECTED' CEILING PLAN — SOUND SCALE: 1 /s" = 1' -0" SACRAMENT TABLE MICROPHONE, D TAPE RECORDER, AND EXTENSION 4.2 // CABLES TO BE INSTALLED BY SOUND CONTRACTOR 1' -5" EQUIPMENT CABINET SCALE: 1/2" = 1' -0" )U N T B OM OF 12 "x12" NCTION OX AT +32" ABOVE )STRUM LOOR. RECESS IN WALL. E ELEC RICAL NOTE 2, SHEET E4.1. )UND CABINET — BY SOUND INSTALLER N1 191 OSH EET KEYNOTES 1. LOOP CABLE THROUGH, DO NOT CUT. INSTALL 120VAC OUTLET IN SURFACE MOUNTED BOX NEAR 0 S ECTION "D" SACRAMENT TABL SCALE: 1/2" = 1' -0" 7 A6.1, F2.1 E4.1 1 2 " x12" B UNSWITCHED OUTLET PHONE JACK --I INSTALL SEPARATE #6 GROUND a TO BRANCH PANEL. LEAVE 5' -0" PIGTAIL IN JUNCTION BOX. CABLE AND CONDUIT 18" PIGTAIL ON CABI. JUNCTION BOX IR INSTALL 6' -0" FROM CENTER OF ROOM INFRARED DETECTOR! AND COVER PLATES SOUND CONTRACTOR A6.6, E4. 1 SOUND PANEL WIRING HEADER E4.2 . F 3 B E4 SCALE: 1 1 /2 " =1' -0 E4.2 " SURFACE MOUNTED BOXES ON SIDE OF TABLE BEHIND 3/4" SUPPORT SEE F2.1 CONDUIT COUPLER CONDUIT STUB 701 NO �. W a_ ASSOCIATES o ARCHITECTURE its BM I MM - fie k T Me.369. = mm 11x80 6.9x0 Feb 206.969.8wn LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Fells, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLU 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BAFnSS & ASSOC. Structural 233 North 1 bleat /101 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING E NG NEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233-0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE 090CFERING INC. 1823 E. Cafftar St Pocatello, Idaho 63201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM ENDS 175 South Main St, Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (801) 328 -5155 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: MAIN FLOOR REFLECTED CEILING PLAN SOUND Sheet: E4.2 1 can 0 N rr �0 Va = 0 z � 0= 0 J Wo zo -� – U —) 0 Lr) _ 1 r T Q X LIJ Lljl In Lr) Cc � — W X a� W 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: MAIN FLOOR REFLECTED CEILING PLAN SOUND Sheet: E4.2 can 0 0 0 o Va 0- V E Wo . a Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: MAIN FLOOR REFLECTED CEILING PLAN SOUND Sheet: E4.2 0 . a Q a� 0 0 a; Cz 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: MAIN FLOOR REFLECTED CEILING PLAN SOUND Sheet: E4.2 r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , I I I n. o= I V I T i INPUT 1 (MIXER) Z I ` AMENT TABLE INPUT 2 (MIXER) NOTE I1 /AV1.1 RUM INPUT 3 (MIXER) INPUT 4 (MIXER) 1 OUT (EQ) PA1 I 1 TO PULPIT MOTOR CONTROL ❑E 0❑ VOLUME ❑0 CATS ❑0 PULPIT UP /DOWN CP POWER CULTURAL CENTER ZONE 2 /ZONE 1 DOOR 2 CAT5 CHAPEL /CULTURAL CENTER ZONE 2 DOOR 1 CAT5 0 0 INPUT 6 (MIXER) INPUT 7 (MIXER) # AUX IN O O O 3 0 I LO r�'l z of 0 4 ILO (0 INPUT 9 (MIXER) CP884 (IF) DOOR 1 (IF) DOOR 2 (IF) DOOR 3 (IF) INPUT 8 (MIXER) AMPLIFIER PA1 WATT LOAD 208 WATTS CALCULATED Z 24 OHMS MEASURED Z 2 OUT (EQ) PA2 AMPLIFIER PA2 WATT LOAD 64 WATTS CALCULATED Z 78 OHMS MEASURED Z 120 VAC UNSWITWCHED YML MA1 AMPLIFIER MA1 WATT LOAD 24 WATTS CALCULATED Z 208 OHMS MEASURED Z AMPLIFIER MA2 WATT LOAD 24 WATTS CALCULATED Z 208 OHMS MEASURED Z 120 VAC UNSWITWCHED 3 OUT (EQ) AMPLIFIER PA3 WATT LOAD 128 WATTS CALCULATED Z 39 OHMS MEASURED Z I 4 JUT (EQ AMPLIFIER PA4 I WATT LOAD 64 WATTS CALCULATED Z 78 OHMS MA2 I PA3 I ROSTRUM 146 8W 18W i8w 18W CENTER • - - - 40. am CHAPEL 147 8W U. L8W 18W ( 8W 7 0 D Z REAR CHAPEL 147 8W 18W 18W 18W A 8W (PERIMETER) ( — b FOYER 109 4W -- II - -- Q MOTHER'S ROOM 119 SV V ® ROOM 120 1 4W 14W 0 0 no o V © ROOM 124 ® 4W 4W 14W LUAJ O 0 CULTURAL CENTER 148 8 18W 18W 18W W 5 nA A 'A4 40 41, 0 CULTURAL CENTER 149 sw 8W 8W 8W CAT5 I CC 884-1 (IF) MEASURED Z I Q Q Q REMOTE CONTROL VOLUME LED CAT5 I CC884 -2 (IF) 5 OUT (EQ) ALS I INSTALL COMTEK ANTENNA IN ORGAN LOFT ABOVE AUTO /MANUAL LED \ ( 6 OUT (EQ) F I UNUSED U AUX IN CASSETTE POWER CC DIGITAL SIGNAL 12o vAC MA3 PROCESSOR UNSWITWCHED AMPLIFIER MA3 WATT LOAD POWER 4 WATTS SUPPLY CALCULATED Z 1250 OHMS I MEASURED Z 1 ONNECT 1026 MIXER, MAT, MA2, MA3 0 120VAC UNSWITCHED POWER C ONNECT REST OF ELECTRONICS TIO 120VAC SWITCHED POWER I EQUIPMENT CABINET L------------------------------ J SOUND SYSTEM SINGLE LINE DIAGRAM NO SCALE 1111 11 -- MASKING SPEAKERS 1W 1 w 1 w i1W AT BISHOP OFFICES ILL Ji SOUND NOTES 1. DISCONNECT REAR CHAPEL SPEAKERS DURING FOLDING DOOR SOUND TESTS. 2. EMTECH MODULES MAY BE BUILT BY CONTRACTOR WITH PRIOR APPROVAL. OBTAIN CONSTRUCTION DETAILS FROM CONSULTANT. COLOR OF INSERTS AND COVER PLATES SHALL MATCH ELECTRICAL OUTLETS. 3. COORDINATE WITH FM GROUP TO HAVE AUDIO CABINET PHONE JACKS CONNECTED TO NON TOLL RESTRICTED PHONE LINE. 4. FORWARD LOUDSPEAKER MOUNTING BRACKETS AND ENCLOSURES TO ELECTRICAL CONTRACTOR FOR INSTALLATION. 5. CONNECT MIXER AND IF TO UNSWITCHED POWER OF SURGE SUPPRESSOR. CONNECT MIXER AMPS AND MASKING AMP TO SECOND UNSWITCHED OUTLET OF SURGE SUPPRESSOR. CONNECT BALANCE OF SOUND EQUIPMENT TO SWITCHED OUTLETS. SEE REMOTE DIAGRAM. 6. CONNECT #6 GROUND WIRE TO MIDDLE SECTION OF SOUND CABINET WITHIN 12" OF DSP VIA. GROUNDING BLOCK.; CONNECT DSP GROUND TO GROUNDING BLOCK. 7. SECURE OR GLUE TAPE RECORD ALC SWITCH IN "ON POSITION. COVER UNUSED CONNECTORS. f ASSOCIATES o ARCHITECTURE nee » 011111113 - ma t, v 808.86Y.I n Imo, MM sew in aoe s6eBan LANDSCAPE ARCHITECT DAVID V. WEA 8 ASSOC. 16& I Woodruff Ave. Ida Fdt% Idaho 83101 Voice (208) 529 -1504 CIVIL ENGINEERING e yer Group LLC 310 N. 2nd E. Sivr. 153 Rexburg, Idaho 83440 Voice (208) 858 -8800 STRUCTURAL ENGINEERING TANNER SMITH EIARFUSS & ASSOC. 2333Na� E 1= /201 Bountiful, Utah 84014 Voice (8011) 298 -9M MECHANICAL ENGINEERING ENS SYSTEMS ASSOC. 315 Weat Cantor Pocatello, Idaho 832D4 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St Pocatelo, W o 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM ENGNEERS 175 South Main St, Suite 300 Salt LAS City, UT. 84111 Voice (801) 328 -5151 Fax (801) 328-5155 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: SOUND SYSTEM SINGLE LINE, EQUIPMENT AND DETAILS Sheet: T1.1 GREEN NOT USED IR -1 IR -1 LIGHT SOURCE RECEIVER LL BEAM POWER INDICATOR ALIGN SENSORS ON ALIGN INDICATOR ALL THREE AXES E WHITE 1 - DOOR SWITCH 2 - NO CONNECTION 3 - NO CONNECTION 4 - +24VDC GREEN NOT 5 - +24VDC USED 6 - NO CONNECTION 7 - GROUND 8 - GROUND CONNECT TO 1026 -IF 1 - WHITE - ORANGE IR1 DOOR 1, 2, OR 3 2 - ORANGE WHITE FROM RECEIVER WHITE- ORANGE Aq8 3 - WHITE -GREEN RED ° 4 - BLUE BLACK 5 - WHITE -BLUE ° 6 - GREEN 7 - WHITE -BROWN - BROWN BLUE WHITE -BROWN WHITE -BLUE BROWN IVIE IR -1 WIRING DIAGRAM NO SCALE --------------------------- I I I I I 24 VDC I I IF SWITCH I I I I I I I I I I I 24 VDC I I REMOTE ON /OFF I a I SWITCHED a SWITCHED SOUND SYSTEM POWER OUTLETS a EQUIPMENT I POWER SIP POWER OUTLETS MASKING, AM S POW R I I I I I I UNSWITCHED POWER OUTLET SURGE SUPPRESSOR AND SWITCHER I L-------------------------- J EQUIPMENT CABINET REMOTE CONTROL DIAGRAM NO SCALE Z I"" 0 0 C\J a: n V o W O 0 O z 0= zo J — (.0 U _ ~ `r o r Q X hoc 2 x W a: 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: SOUND SYSTEM SINGLE LINE, EQUIPMENT AND DETAILS Sheet: T1.1 GREEN NOT USED IR -1 IR -1 LIGHT SOURCE RECEIVER LL BEAM POWER INDICATOR ALIGN SENSORS ON ALIGN INDICATOR ALL THREE AXES E WHITE 1 - DOOR SWITCH 2 - NO CONNECTION 3 - NO CONNECTION 4 - +24VDC GREEN NOT 5 - +24VDC USED 6 - NO CONNECTION 7 - GROUND 8 - GROUND CONNECT TO 1026 -IF 1 - WHITE - ORANGE IR1 DOOR 1, 2, OR 3 2 - ORANGE WHITE FROM RECEIVER WHITE- ORANGE Aq8 3 - WHITE -GREEN RED ° 4 - BLUE BLACK 5 - WHITE -BLUE ° 6 - GREEN 7 - WHITE -BROWN - BROWN BLUE WHITE -BROWN WHITE -BLUE BROWN IVIE IR -1 WIRING DIAGRAM NO SCALE --------------------------- I I I I I 24 VDC I I IF SWITCH I I I I I I I I I I I 24 VDC I I REMOTE ON /OFF I a I SWITCHED a SWITCHED SOUND SYSTEM POWER OUTLETS a EQUIPMENT I POWER SIP POWER OUTLETS MASKING, AM S POW R I I I I I I UNSWITCHED POWER OUTLET SURGE SUPPRESSOR AND SWITCHER I L-------------------------- J EQUIPMENT CABINET REMOTE CONTROL DIAGRAM NO SCALE E" 0 0 o �1 n V W O 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: SOUND SYSTEM SINGLE LINE, EQUIPMENT AND DETAILS Sheet: T1.1 GREEN NOT USED IR -1 IR -1 LIGHT SOURCE RECEIVER LL BEAM POWER INDICATOR ALIGN SENSORS ON ALIGN INDICATOR ALL THREE AXES E WHITE 1 - DOOR SWITCH 2 - NO CONNECTION 3 - NO CONNECTION 4 - +24VDC GREEN NOT 5 - +24VDC USED 6 - NO CONNECTION 7 - GROUND 8 - GROUND CONNECT TO 1026 -IF 1 - WHITE - ORANGE IR1 DOOR 1, 2, OR 3 2 - ORANGE WHITE FROM RECEIVER WHITE- ORANGE Aq8 3 - WHITE -GREEN RED ° 4 - BLUE BLACK 5 - WHITE -BLUE ° 6 - GREEN 7 - WHITE -BROWN - BROWN BLUE WHITE -BROWN WHITE -BLUE BROWN IVIE IR -1 WIRING DIAGRAM NO SCALE --------------------------- I I I I I 24 VDC I I IF SWITCH I I I I I I I I I I I 24 VDC I I REMOTE ON /OFF I a I SWITCHED a SWITCHED SOUND SYSTEM POWER OUTLETS a EQUIPMENT I POWER SIP POWER OUTLETS MASKING, AM S POW R I I I I I I UNSWITCHED POWER OUTLET SURGE SUPPRESSOR AND SWITCHER I L-------------------------- J EQUIPMENT CABINET REMOTE CONTROL DIAGRAM NO SCALE 0 0 r i� 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: SOUND SYSTEM SINGLE LINE, EQUIPMENT AND DETAILS Sheet: T1.1 GREEN NOT USED IR -1 IR -1 LIGHT SOURCE RECEIVER LL BEAM POWER INDICATOR ALIGN SENSORS ON ALIGN INDICATOR ALL THREE AXES E WHITE 1 - DOOR SWITCH 2 - NO CONNECTION 3 - NO CONNECTION 4 - +24VDC GREEN NOT 5 - +24VDC USED 6 - NO CONNECTION 7 - GROUND 8 - GROUND CONNECT TO 1026 -IF 1 - WHITE - ORANGE IR1 DOOR 1, 2, OR 3 2 - ORANGE WHITE FROM RECEIVER WHITE- ORANGE Aq8 3 - WHITE -GREEN RED ° 4 - BLUE BLACK 5 - WHITE -BLUE ° 6 - GREEN 7 - WHITE -BROWN - BROWN BLUE WHITE -BROWN WHITE -BLUE BROWN IVIE IR -1 WIRING DIAGRAM NO SCALE --------------------------- I I I I I 24 VDC I I IF SWITCH I I I I I I I I I I I 24 VDC I I REMOTE ON /OFF I a I SWITCHED a SWITCHED SOUND SYSTEM POWER OUTLETS a EQUIPMENT I POWER SIP POWER OUTLETS MASKING, AM S POW R I I I I I I UNSWITCHED POWER OUTLET SURGE SUPPRESSOR AND SWITCHER I L-------------------------- J EQUIPMENT CABINET REMOTE CONTROL DIAGRAM NO SCALE FIRE DETECTION SYM BOLS O SMOKE DETEGTOR Q H HEAT DETECTOR >=�P FIRE ALARM CONTROL PANEL ® MANUAL STATION GOMBINATION NOTIFIGATION APPLIANCE o WITH I51J STROBE (HIGHER OUTPUT 5TROBE5 A5 NOTED ON DRAHINGS) EOL END OF LINE WIRING DEVIGE O DUCT 5MOKE DETECTOR (BY DIV 15) b MAGNETIG DOOR HOLD OPEN F/5 FIRE /SMOKE DAMPER (BY DIV. 15) F5 HATER FLOH 5HITGH P5 PRE55LRE 5HITGH -DRY 5Y5TEM T5 VALVE TAMPER 5HITGH LT LOW TEMPERATURE 5EN50R LA LOH AIR PRE55URE 5HITGH HP DEVIGE DE5I6NED FOR OUTDOOR U5E 1?15CONNECT 5HITGH C AIR GOMPRE55OR 0 0 a_ a w c� Q LO 04 i 0 w Y Q V) 0 Z c� 0 a a LO hq. I FIRE ALARM SYSTEM NOTES: I. DO NOT INSTALL MORE THAN (10) HORN / 5TROBE5 ON ANY SINGLE GLA55 "A" SIGNAL GIRGUIT. DO NOT EXCEED 400 FT. OF NO. 14 HIRE IN THE TOTAL LOOP. 2. NFPA ALLOH5 HORN / 5TROBES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO W ABOVE FIN15H FLOOR. THE PREFERRED HEIGHT 15 80 ". IF TH15 GONFLIGT5 WITH OTHER TRADES OR ROOM FURNI5HING5, LOCATE A5 GL05E TO 80" A5 P05516l NOT EXGEEDIN6 qb ". ALL HORN / 5TROBE5 IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A GOMMON HEIGHT. 3. MOUNT PULL 5TATION5 AT 46 -45" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. 4. DO NOT GONNECT THE FIRE ALARM 5Y5TEM TO ANY DEVIGE HHIGH HA5 A POWER HELD GONTAGT5. (FLOW, TAMPER, HOOD 5Y5TEM, DUCT DETECTOR, ETC.. FAL5E ALARM HILL OCCUR. 5. ELECTRICAL GONTRAGTOR 5HALL SUPPLY AND INSTALL GONDUGTOR QUANTITIE5 PER FIRE ALARM 5Y5TEM 5UPPLIER, AND A5 PER NFPA AND NEG REQUIREMENTS. 6. DO NOT INSTALL ANY 5MOKE OR HEAT DETEGTOR WITHIN 3 FEET OF ANY AIR DIFFUSER. 1. DO NOT EXCEED 2500 FEET ON ANY ADDRE55ABLE DEVIGE RUN. DO NOT EXCEED 120 DEVIGE5 ON ANY ONE ADDRE55ABLE DEVIGE RUN. 8. ALL AIR HANDLING EQUIPMENT 2000 GFM OR MORE MU5T BE 5HUT DOWN UPON FIRE ALARM A5 PER LIFE SAFETY GODE5. i ALL GLA55 "B" INITIATING GIRGUIT5 WITH ADDRE55ABLE DEVIGE5 NEED EOLR. (END OF LINE RE515TOR5). 10. IN GORRIDOR5, HORN / 5TROBE5 MUST BE LOCATED WITHIN 15' FROM EN05 OF GORRIDOR5 AND A MAXIMUM OF 100' 5PAGIN6. 11. PROVIDE THE REQUIRED GANDELA RATING OF ALL HORN / 5TROBE5 AGGORDING TO ROOM 51ZE, ETG. 12. HORN5 / STROBES TO BE 5YNGHRONIZED TO PROVIDE A 3 -3 -3 TEMPORAL PATTERN. 13. ALL WIRING AND GONDUIT ROUTING TO BE A5 DE5GRIBED ON 5UPPLIED SHOP DRAWINGS. FIRE ALARM PLAN 15 5HOHN FOR GENERAL LOCATION AND LAYOUT ONLY. 14. THE FIRE ALARM 5Y5TEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOGAL, 5TATE AND ADA REQUIREMENTS. g% %ONAL d gTE9 F o '� c � 4 ?� co 8270 l OF �pp V NOTE 6 1 W JOB # 0625 PAYNE gineering Inc. onsu E ng ng neers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -443q fax (208) 232 -1435 o �gg o ASSOCI ATES ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 o_ ASSOCIATES A. McFARLAND AR -2561 I1� / Project Number: 591 - 556 -77 Plan Series: HE R— TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE DETECTION Sheet: FD1.1 NOTES: I. HIRING FROM DIFFERENT ZONES MAY BE COMBINED IN A COMMON CONDUIT. FOLLOW NEG REQUIREMENT5 FOR FILL. 2. COORDINATE FIRE ALARM DEVIGE5 WITH LIGHTING FIXTURE5, 5PEAKER5, 6RILL5, ETC. 3. DO NOT INSTALL 5MOKE DETEGTOR5 WITHIN 3' OF ANY MEGHANIGAL GRILL. 4. DELETED 5. 5EE R15ER DETAIL "D" ON SHEET FX3.1 AND SHEET FXI.I FOR LOGATION5 OF DEVIGE5 6. PROVIDE PROTEGTIVE HIRE GUARD ON DEVIGE5 NOTED 51'r-G I AL. NOTf= : FIRE ALARM 5Y5TEM GONDUIT AND OR GABLE ROUTING SHALL BE DETERMINED BY THE El ECTRIGAL AND FIRE ALARM GONTR'S. TO MEET THE 5PEGIFIED DE516N CRITERIA. 5U5MIT SHOP DRAWINGS AND REQUIRED CALGULATIONS TO THE AUTHORITY HAVING JURI50IGTION. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROP05ED 5Y5TEM. INGLUDE WITH 5HOP DRAWINGS 5U13MITTAL TO ENGINEER. ATTIC PLAN - FIRE DETECTION & ALARM SCALE: 1/16" = 1' -0" 2 G., QUANTITY A5 REQUIRED HORN STROBE TYPIGAL BOOSTER STROBE GIRGUIT 2 #14 — NOTE 5 TYPICAL NOTIFICATION 4 SERVING 2 #14 HP APPLIANCE GIRGUIT ___ W --- - -_ -- ❑ S 0 AREA I DPIR 114 MOTHER'S TWSTD. (SHED) #IS PAIR TYPICAL INITIATING NOTE 6 11 9 _ wP FIRE ALARM @-@- DEVIGE GIRGUIT r CONTROL PANEL 4 #14 _ _ FIRE RISE — (FAGP) 4 #14 FIRE SPRINK SYSTEM r 159 F5 -T5 - LT -LA -PS • 0 1 UST 2 #I8 THSTD. 5HLO. + 4#14 FO ER 111 o REMOTE ANNUNCIATOR 109 0 I--] ANN GIRGUIT -- - - - - -- @ CORR QQ @ Qo CORR j l I I 2 #14 R �► MEGH. EQUIPMEMT 115 105 @ _ T .. FAN SHUT DOWN - - - - - -- o I 11 11 110cd NOTOEd6 NOTE 6 OYEZ (2) TELEPHONE GABLES TO TELEPHONE BOARD T CONDUIT (TYP) CULTURAL CULTURAL CHAPEL CENTER CENTER FR 147 148 149 0 E �IR*!l A�ARY I! j I I' I �/� O O 0 O COR 1 NO SCALE m 123 — NOTE 6 m (D m NOTE - ALL FA GABLING 5HALL BE IN5TALLED PER 110cd 110cd NOTE 6 5PEGIFIGATION5 - LOCATE HORN STROBE BOOSTER PANEL5 ON MECHANICAL WALKWAY. — — — — — — — — — — — — — — — — — — — 1 ABOVE FACP O CORR 143 O 0 O 10 5 l J ill � 1 1 1 AL I I ii ii 0 CENTER 1 FOYER 136 L - - - -- I i <r=1' N07r =5: o o _o a O IN5TALL HIRE GUARDS ON ALL DEVIGE5 LOCATED IN GULTURAL CENTER. FLOOR PLAN - FIRE DETECTION & ALARM SCALE: 1/16" = 1' -0" ORIGINAL BY; TODD E, PAYNE DATED ORIGINAL SIGNEI MAY 19 2006 ON FILE AT PAYNE ENGINEERING INC Z l F i w` 0 o 0 0 0 z Ili r, ry 00 d J ti �o J O �D LO L ti H V � � m W W WO LO Lin Cliff W �r 2 X W N ry Project Number: 591 - 556 -77 Plan Series: HE R— TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE DETECTION Sheet: FD1.1 NOTES: I. HIRING FROM DIFFERENT ZONES MAY BE COMBINED IN A COMMON CONDUIT. FOLLOW NEG REQUIREMENT5 FOR FILL. 2. COORDINATE FIRE ALARM DEVIGE5 WITH LIGHTING FIXTURE5, 5PEAKER5, 6RILL5, ETC. 3. DO NOT INSTALL 5MOKE DETEGTOR5 WITHIN 3' OF ANY MEGHANIGAL GRILL. 4. DELETED 5. 5EE R15ER DETAIL "D" ON SHEET FX3.1 AND SHEET FXI.I FOR LOGATION5 OF DEVIGE5 6. PROVIDE PROTEGTIVE HIRE GUARD ON DEVIGE5 NOTED 51'r-G I AL. NOTf= : FIRE ALARM 5Y5TEM GONDUIT AND OR GABLE ROUTING SHALL BE DETERMINED BY THE El ECTRIGAL AND FIRE ALARM GONTR'S. TO MEET THE 5PEGIFIED DE516N CRITERIA. 5U5MIT SHOP DRAWINGS AND REQUIRED CALGULATIONS TO THE AUTHORITY HAVING JURI50IGTION. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROP05ED 5Y5TEM. INGLUDE WITH 5HOP DRAWINGS 5U13MITTAL TO ENGINEER. ATTIC PLAN - FIRE DETECTION & ALARM SCALE: 1/16" = 1' -0" 2 G., QUANTITY A5 REQUIRED HORN STROBE TYPIGAL BOOSTER STROBE GIRGUIT 2 #14 — NOTE 5 TYPICAL NOTIFICATION 4 SERVING 2 #14 HP APPLIANCE GIRGUIT ___ W --- - -_ -- ❑ S 0 AREA I DPIR 114 MOTHER'S TWSTD. (SHED) #IS PAIR TYPICAL INITIATING NOTE 6 11 9 _ wP FIRE ALARM @-@- DEVIGE GIRGUIT r CONTROL PANEL 4 #14 _ _ FIRE RISE — (FAGP) 4 #14 FIRE SPRINK SYSTEM r 159 F5 -T5 - LT -LA -PS • 0 1 UST 2 #I8 THSTD. 5HLO. + 4#14 FO ER 111 o REMOTE ANNUNCIATOR 109 0 I--] ANN GIRGUIT -- - - - - -- @ CORR QQ @ Qo CORR j l I I 2 #14 R �► MEGH. EQUIPMEMT 115 105 @ _ T .. FAN SHUT DOWN - - - - - -- o I 11 11 110cd NOTOEd6 NOTE 6 OYEZ (2) TELEPHONE GABLES TO TELEPHONE BOARD T CONDUIT (TYP) CULTURAL CULTURAL CHAPEL CENTER CENTER FR 147 148 149 0 E �IR*!l A�ARY I! j I I' I �/� O O 0 O COR 1 NO SCALE m 123 — NOTE 6 m (D m NOTE - ALL FA GABLING 5HALL BE IN5TALLED PER 110cd 110cd NOTE 6 5PEGIFIGATION5 - LOCATE HORN STROBE BOOSTER PANEL5 ON MECHANICAL WALKWAY. — — — — — — — — — — — — — — — — — — — 1 ABOVE FACP O CORR 143 O 0 O 10 5 l J ill � 1 1 1 AL I I ii ii 0 CENTER 1 FOYER 136 L - - - -- I i <r=1' N07r =5: o o _o a O IN5TALL HIRE GUARDS ON ALL DEVIGE5 LOCATED IN GULTURAL CENTER. FLOOR PLAN - FIRE DETECTION & ALARM SCALE: 1/16" = 1' -0" ORIGINAL BY; TODD E, PAYNE DATED ORIGINAL SIGNEI MAY 19 2006 ON FILE AT PAYNE ENGINEERING INC l i w` 0 o U 0 o IJ xU� d U H H �D H � U WO Project Number: 591 - 556 -77 Plan Series: HE R— TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE DETECTION Sheet: FD1.1 NOTES: I. HIRING FROM DIFFERENT ZONES MAY BE COMBINED IN A COMMON CONDUIT. FOLLOW NEG REQUIREMENT5 FOR FILL. 2. COORDINATE FIRE ALARM DEVIGE5 WITH LIGHTING FIXTURE5, 5PEAKER5, 6RILL5, ETC. 3. DO NOT INSTALL 5MOKE DETEGTOR5 WITHIN 3' OF ANY MEGHANIGAL GRILL. 4. DELETED 5. 5EE R15ER DETAIL "D" ON SHEET FX3.1 AND SHEET FXI.I FOR LOGATION5 OF DEVIGE5 6. PROVIDE PROTEGTIVE HIRE GUARD ON DEVIGE5 NOTED 51'r-G I AL. NOTf= : FIRE ALARM 5Y5TEM GONDUIT AND OR GABLE ROUTING SHALL BE DETERMINED BY THE El ECTRIGAL AND FIRE ALARM GONTR'S. TO MEET THE 5PEGIFIED DE516N CRITERIA. 5U5MIT SHOP DRAWINGS AND REQUIRED CALGULATIONS TO THE AUTHORITY HAVING JURI50IGTION. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROP05ED 5Y5TEM. INGLUDE WITH 5HOP DRAWINGS 5U13MITTAL TO ENGINEER. ATTIC PLAN - FIRE DETECTION & ALARM SCALE: 1/16" = 1' -0" 2 G., QUANTITY A5 REQUIRED HORN STROBE TYPIGAL BOOSTER STROBE GIRGUIT 2 #14 — NOTE 5 TYPICAL NOTIFICATION 4 SERVING 2 #14 HP APPLIANCE GIRGUIT ___ W --- - -_ -- ❑ S 0 AREA I DPIR 114 MOTHER'S TWSTD. (SHED) #IS PAIR TYPICAL INITIATING NOTE 6 11 9 _ wP FIRE ALARM @-@- DEVIGE GIRGUIT r CONTROL PANEL 4 #14 _ _ FIRE RISE — (FAGP) 4 #14 FIRE SPRINK SYSTEM r 159 F5 -T5 - LT -LA -PS • 0 1 UST 2 #I8 THSTD. 5HLO. + 4#14 FO ER 111 o REMOTE ANNUNCIATOR 109 0 I--] ANN GIRGUIT -- - - - - -- @ CORR QQ @ Qo CORR j l I I 2 #14 R �► MEGH. EQUIPMEMT 115 105 @ _ T .. FAN SHUT DOWN - - - - - -- o I 11 11 110cd NOTOEd6 NOTE 6 OYEZ (2) TELEPHONE GABLES TO TELEPHONE BOARD T CONDUIT (TYP) CULTURAL CULTURAL CHAPEL CENTER CENTER FR 147 148 149 0 E �IR*!l A�ARY I! j I I' I �/� O O 0 O COR 1 NO SCALE m 123 — NOTE 6 m (D m NOTE - ALL FA GABLING 5HALL BE IN5TALLED PER 110cd 110cd NOTE 6 5PEGIFIGATION5 - LOCATE HORN STROBE BOOSTER PANEL5 ON MECHANICAL WALKWAY. — — — — — — — — — — — — — — — — — — — 1 ABOVE FACP O CORR 143 O 0 O 10 5 l J ill � 1 1 1 AL I I ii ii 0 CENTER 1 FOYER 136 L - - - -- I i <r=1' N07r =5: o o _o a O IN5TALL HIRE GUARDS ON ALL DEVIGE5 LOCATED IN GULTURAL CENTER. FLOOR PLAN - FIRE DETECTION & ALARM SCALE: 1/16" = 1' -0" ORIGINAL BY; TODD E, PAYNE DATED ORIGINAL SIGNEI MAY 19 2006 ON FILE AT PAYNE ENGINEERING INC c 0 a U N 0 0 a„ 0 m Project Number: 591 - 556 -77 Plan Series: HE R— TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE DETECTION Sheet: FD1.1 NOTES: I. HIRING FROM DIFFERENT ZONES MAY BE COMBINED IN A COMMON CONDUIT. FOLLOW NEG REQUIREMENT5 FOR FILL. 2. COORDINATE FIRE ALARM DEVIGE5 WITH LIGHTING FIXTURE5, 5PEAKER5, 6RILL5, ETC. 3. DO NOT INSTALL 5MOKE DETEGTOR5 WITHIN 3' OF ANY MEGHANIGAL GRILL. 4. DELETED 5. 5EE R15ER DETAIL "D" ON SHEET FX3.1 AND SHEET FXI.I FOR LOGATION5 OF DEVIGE5 6. PROVIDE PROTEGTIVE HIRE GUARD ON DEVIGE5 NOTED 51'r-G I AL. NOTf= : FIRE ALARM 5Y5TEM GONDUIT AND OR GABLE ROUTING SHALL BE DETERMINED BY THE El ECTRIGAL AND FIRE ALARM GONTR'S. TO MEET THE 5PEGIFIED DE516N CRITERIA. 5U5MIT SHOP DRAWINGS AND REQUIRED CALGULATIONS TO THE AUTHORITY HAVING JURI50IGTION. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROP05ED 5Y5TEM. INGLUDE WITH 5HOP DRAWINGS 5U13MITTAL TO ENGINEER. ATTIC PLAN - FIRE DETECTION & ALARM SCALE: 1/16" = 1' -0" 2 G., QUANTITY A5 REQUIRED HORN STROBE TYPIGAL BOOSTER STROBE GIRGUIT 2 #14 — NOTE 5 TYPICAL NOTIFICATION 4 SERVING 2 #14 HP APPLIANCE GIRGUIT ___ W --- - -_ -- ❑ S 0 AREA I DPIR 114 MOTHER'S TWSTD. (SHED) #IS PAIR TYPICAL INITIATING NOTE 6 11 9 _ wP FIRE ALARM @-@- DEVIGE GIRGUIT r CONTROL PANEL 4 #14 _ _ FIRE RISE — (FAGP) 4 #14 FIRE SPRINK SYSTEM r 159 F5 -T5 - LT -LA -PS • 0 1 UST 2 #I8 THSTD. 5HLO. + 4#14 FO ER 111 o REMOTE ANNUNCIATOR 109 0 I--] ANN GIRGUIT -- - - - - -- @ CORR QQ @ Qo CORR j l I I 2 #14 R �► MEGH. EQUIPMEMT 115 105 @ _ T .. FAN SHUT DOWN - - - - - -- o I 11 11 110cd NOTOEd6 NOTE 6 OYEZ (2) TELEPHONE GABLES TO TELEPHONE BOARD T CONDUIT (TYP) CULTURAL CULTURAL CHAPEL CENTER CENTER FR 147 148 149 0 E �IR*!l A�ARY I! j I I' I �/� O O 0 O COR 1 NO SCALE m 123 — NOTE 6 m (D m NOTE - ALL FA GABLING 5HALL BE IN5TALLED PER 110cd 110cd NOTE 6 5PEGIFIGATION5 - LOCATE HORN STROBE BOOSTER PANEL5 ON MECHANICAL WALKWAY. — — — — — — — — — — — — — — — — — — — 1 ABOVE FACP O CORR 143 O 0 O 10 5 l J ill � 1 1 1 AL I I ii ii 0 CENTER 1 FOYER 136 L - - - -- I i <r=1' N07r =5: o o _o a O IN5TALL HIRE GUARDS ON ALL DEVIGE5 LOCATED IN GULTURAL CENTER. FLOOR PLAN - FIRE DETECTION & ALARM SCALE: 1/16" = 1' -0" ORIGINAL BY; TODD E, PAYNE DATED ORIGINAL SIGNEI MAY 19 2006 ON FILE AT PAYNE ENGINEERING INC F l - 4 - 5 - 1 SEE F /FS5.1. TYPICAL FOR ALL CORRI OR SPRINKLERS 105 115 122 123 (TOTAL OF 30 F 1 - 3 - - 5 & 143 DRY -PIPE RISER M1C^C0 T!1 C'MMIAII /1 CM UCAM ASSOCIATES �o ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RE MM, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC, 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E' Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BF ENT A. McFARLAND AR -2561 OF IDAHO 144 MAIN F 1 1/8 = 1 - 0 , TOP OF FLOOR = ELEVATION 100' -0" SEE SITE PLAN FOR CONTINUATION LOW AIR — SEE FIRE ALARM RISER SEE SHEET FD1.1 FIRE DEPARTMENT CONNECTION WITH FIRE ALARM WATER FLOW HORN AND STROBE I- ter.. . \ . --, -.-- . r,,....- rCIJGr% I V Jr R11Yr\LGr\ rlc-mu SHOWN ON SHEET FS1.2 (TYPICAL) SPRINKLER WET —PIPE SYSTEM \/ \/ SPRINKLER DRY —PIPE SYSTEM HEAD COUNT FIRE SPRINKLER LEGEND K— FACTOR 0 UPRIGHT HEAD (!� PRESSURE GAUGE 3 0 5.6 1/2" WHITE ° 0 CONCEALED PENDENT HEAD Q 1/2 DRY ALARM VALVE U- J CONCEALED DRY PENDENT HEAD rFA 5.6 FREEZE ALARM '0 dSP BACK TO BACK ATTIC HEAD LA LOW AIR ALARM 5.6 1/2" BRONZE ATTIC Ltd ° E DRY EXTENDED COVERAGE ❑W CHROME WET ALARM VALVE cp 212 SIDEWALL HEAD WITH GUARD W o ii COVERAGE) DRY SIDEWALL HEAD WITH GUARD C AIR COMPRE 1/2" CHROME SIDEWALL HEAD RECESSED FS FLOW SWITCH IT INSPECTOR'S TEST VALVE WHITE FLEXIBLE COUPLING RECESSED N BALL VALVE 2 & SMALLER BUTTERFLY VALVE 2 1/2' & LARGER �� SWAY BRACING o FIRE DEP. CONNECTION ANGLE VALVE 04 �` PIPE SUPPORT c� IC) HEAD COUNT SPRINKLERS K— FACTOR ORIFICE FINISH TYPE CANOPY DEGREE 0 5.6 1/2" WHITE pEN ENT CONCEALED 165 5.6 1/2 BRONZE UPRIGHT J 212 5.6 1/2 WHITE PENDENT CONCEALED 165 rr- 5.6 1/2" BRONZE ATTIC Ltd 212 '*E 5.6 1/2" CHROME ,DEWALL W/ GUARD 212 W (E=EXTENDED COVERAGE) rr 5.6 1/2" CHROME ,DEWALL W/ GUARD 212 5.6 1/2" WHITE I E , I RECESSED 165 7. COORDINATE WITH FRAMER FOR SHEAR —WALL PENETRATIONS. 8. SPRINKLERS SHALL BE QUICK — RESPONSE TYPE. 9. ALL WET —PIPE SYSTEM COMPONENTS (EXCEPT DRY — SPRINKLERS) MUST BE INSIDE THE BUILDING INSULATION ENVELOPE. 10. ALL REQUIRED DRAINS SHALL FOLLOW NFPA 13 REQUIREMENTS. DRAINS SHALL BE VALVED AND PLUGGED TO PREVEN ACCIDENTAL OPENING AND DISCHARGE. DRAINS SHOULD BE LOCATED TO PREVENT PUBLIC ACCESS. ELEV. 108' -4" ORIGINAL DRAWING SIGNED BY. DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED AS S \ONAL EN ESA SYSTEMS o� c,1 S T ER %, ASSOCIATES 315 WEST CENTER 5762 POCA 83 041DAH0 Pao PHONE: (208) 233 -0501 — C — FAX: (208) 233 - 0529 ESA JOB NUMBER: 06031 HYDRAULIC DESIGN INFORMATION FOR WET SYSTEM REMOTE AREA = SQUARE FEET DENSITY = GPM /SQUARE FEET RISER BASE __________________ GPM ---- ------- PSI SUPPLY STATIC PSI RESIDUAL PSI GPM FLOWING GPM • 20 PSI HYDRAULIC DESIGN INFORMATION FOR DRY SYSTEM REMOTE AREA = SQUARE FEET DENSITY = GPM /SQUARE FEET RISER BASE ________�____ GPM ---- _______N PSI SUPPLY STATIC PSI RESIDUAL PSI GPM FLOWING GPM • 20 PSI NOTES 1. INSTALL FIRE SPRINKLER PIPING AS SHOWN, WET —PIPE SYSTEM IN HEATED AREAS AND DRY —PIPE SPRINKLER SYSTEM IN UNHEATED AREAS. OBTAIN APPROVAL FOR PIPING CHANGES FROM ARCHITECT AND ENGINEER. 2. DRY SPRINKLER SYSTEM: SLOPE BRANCH LINES AT LEAST 1/2" PER 10 FT. BACK TO MAINS. SLOPE MAINS AT LEAST 1/4 PER 10 FT. BACK TO RISERS. 3. THE SPACE OCCUPANCY IS LIGHT HAZARD. (NFPA 13) MAIN FLOOR COVERAGE IS LESS THAN 225 SQ. FT. PER HEAD. UPPER LEVEL COVERAGE IS LESS THAN 130 SQ. FT. PER HEAD. 4. SEE SITE PLAN FOR UTILITY CONNECTION FOR FIRE SPRINKLER PIPING, AND LOCATION OF FIRE HYDRANTS AND POST INDICATING VALVE. 5. DO NOT ROUTE PIPING THRU STRUCTURAL MEMBERS OR MECHANICAL DUCT WORK. 6. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF SPRINKLER HEADS. SPRINKLER HEADS DO NOT HAVE TO BE CENTERED IN THE 1'x 1' ACOUSTICAL TILE. 0UANnTY N rr 0 7. COORDINATE WITH FRAMER FOR SHEAR —WALL PENETRATIONS. 8. SPRINKLERS SHALL BE QUICK — RESPONSE TYPE. 9. ALL WET —PIPE SYSTEM COMPONENTS (EXCEPT DRY — SPRINKLERS) MUST BE INSIDE THE BUILDING INSULATION ENVELOPE. 10. ALL REQUIRED DRAINS SHALL FOLLOW NFPA 13 REQUIREMENTS. DRAINS SHALL BE VALVED AND PLUGGED TO PREVEN ACCIDENTAL OPENING AND DISCHARGE. DRAINS SHOULD BE LOCATED TO PREVENT PUBLIC ACCESS. ELEV. 108' -4" ORIGINAL DRAWING SIGNED BY. DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED AS S \ONAL EN ESA SYSTEMS o� c,1 S T ER %, ASSOCIATES 315 WEST CENTER 5762 POCA 83 041DAH0 Pao PHONE: (208) 233 -0501 — C — FAX: (208) 233 - 0529 ESA JOB NUMBER: 06031 HYDRAULIC DESIGN INFORMATION FOR WET SYSTEM REMOTE AREA = SQUARE FEET DENSITY = GPM /SQUARE FEET RISER BASE __________________ GPM ---- ------- PSI SUPPLY STATIC PSI RESIDUAL PSI GPM FLOWING GPM • 20 PSI HYDRAULIC DESIGN INFORMATION FOR DRY SYSTEM REMOTE AREA = SQUARE FEET DENSITY = GPM /SQUARE FEET RISER BASE ________�____ GPM ---- _______N PSI SUPPLY STATIC PSI RESIDUAL PSI GPM FLOWING GPM • 20 PSI O o U x U 04 li U �D H H _) w WO I 0 U a) 0 0 Project Number: 591- 556 -77 Plan Series: H ER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR FIRE SPRINKLER PLAN FS1.1 LEGEND N rr 0 O z � 00 J C zo J 0 — 0 In CC 17 rr- T ZD Q C0 co X J :D Ltd Lr) Cr W d C � G X W rr O o U x U 04 li U �D H H _) w WO I 0 U a) 0 0 Project Number: 591- 556 -77 Plan Series: H ER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR FIRE SPRINKLER PLAN FS1.1 LEGEND C FS2.1 ELEV. 115' -0" UPPER LEVEL FREEZE ALARM SEE FIRE ALARM SHEET FD1.1 ELEV. 112' -6" F,16AD$ A�Ti / / / -DROPS -SEE SHEET / / 2) AD ELE/V. 11 -6%, / / / / / / EI EV. WET PIPE / �/ / / / 1.1 FOR CONTINUATION , .WET 2 1PE / / i I / / / / / / / / / / / / / / / / / / / / / �/` - '� - %- _ 7 , / / , \ / ELEV. 112'--6 - -- - - -- -- -- - i i / / / i i / / / -� -- - - - -- -- -_ - - -- -- - -- - - -- -- - -- -- - -- - - -- -- - 7 - - - -- - y ---- - /, DROP - SEE SHEET / / / / FS1.1 FOR CONTINUATION / / / / / / / / 7 ELEV.11112' -5' NOTE: ALL HEADS SHOWN WITHOUT PIPING ARE PIPED FROM BELOW. SEE SHEET FS1.1 FOR PIPING. / / / / // / / // / / // - - - / -�� - -- / Xe - - -/� / / / / i —� - -�� r — -- — -- — — -- - -� — / — ELEV. 112' 6" / �IE D T / / / ROPS - SEE SHEET E LEV. 14� , / / 1.1 FOR CONTINUATI N WE / PIP // / / , / ELEV. 112' -6" / / / / (2) HEADS AT ELEV. 114' -6" DROPS -SEE SHEET WET PIPE FS1.1 FOR CONTINUATION LEGEND SPRINKLER WET -PIPE SYSTEM n :o 0 a rn d- \/ \/ SPRINKLER DRY -PIPE SYSTEM 2.1 Sheet Title: UPPER LEVEL FIRE SPRINKLER PLAN ENGINEERED 5 %ONAL F ESA SYSTEMS 1STE y ASSOCIATES a 315 WEST CENTER 5762 POCA 832041DAH0 PHONE: (208) 233 -0501 C SU�y�� FAX: (208) 233 -0529 ESA JOB NUMBER 06031 NOTE: ELEV. 115' -0" REFER TO NOTES ON SHEET FS1.1 ° ASSOCIATES © o ARCHITECTURE 1152 BOND AV1fli0S - SU& A V 208.369.2309 RBXBUNG, MAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 M AMMW ASSOCIATES A. McFARLAND AR -2561 U DROP - SEE SHEET FS1.1 FOR CONTINUATION ELEV. 110' -5" IN CONCEALED AREA ABOVE OVER HANG DROPS - SEE SHEET FS1.1 FOR CONTINUATION Project Number: 591- 556 -77 Plan Series: UPPER LEVEL FIRE SPRINKLER PLAN NORTH HERTRA -98 -13 1/8" = 1' -0" TOP OF FLOOR = ELEVATION 100' -0" Property Number: 591 - 5568 -77 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 Sheet: FS1.2 L VO N w `r'z 0 ° 0 cn 0 z � o° 0 Q z H H 0 LO ICE T Q Cl) co X J Ln ti OC m � C - G X W CC 0 Project Number: 591- 556 -77 Plan Series: UPPER LEVEL FIRE SPRINKLER PLAN NORTH HERTRA -98 -13 1/8" = 1' -0" TOP OF FLOOR = ELEVATION 100' -0" Property Number: 591 - 5568 -77 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 Sheet: FS1.2 L VO w `r'z 0 ° V cn o QUA x 0 U w H H H � W 0 Project Number: 591- 556 -77 Plan Series: UPPER LEVEL FIRE SPRINKLER PLAN NORTH HERTRA -98 -13 1/8" = 1' -0" TOP OF FLOOR = ELEVATION 100' -0" Property Number: 591 - 5568 -77 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 Sheet: FS1.2 0 . 0 0 0 Project Number: 591- 556 -77 Plan Series: UPPER LEVEL FIRE SPRINKLER PLAN NORTH HERTRA -98 -13 1/8" = 1' -0" TOP OF FLOOR = ELEVATION 100' -0" Property Number: 591 - 5568 -77 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 Sheet: FS1.2 C FS2. EL. 119' -6" \/ \/ I I \ - - - - - -� - - - - - - - - - - - - - EL. \ \ \ E \ A A n x EL. Lo 121' - 6" 0 IV u/ u / x x x x x x x.��x >< x x u> x x x x x f >� / \/ y \/ x y x `i x > u X X v u u r - -- " I / I , I/ /I - - --� J / / / \ / \` /\ /\ /\ /\ / /\ \ /\ /\ /\ /` /\ /\ /\ /\ /\ I/\ /\ /\ /\ /\ y x n n n n n n A A n n n n h h n \, / \ I II I II II I -- - - - --� 0 x X �I �167 \ / \ `EL /. - - --- I I I I I J 0 � zo EL. Lo 121' - 6" 0 IV u/ u / x x x x x x x.��x >< x x u> x x x x x f >� / \/ y \/ x y x `i x > u X X v u u r - -- " I / I , I/ /I - - --� J / / / n X n n > n h n n n x n n n h h h h n `/ u u u u u x u u u u u u `/\ /\ x x x x x u u u `� v u; K `� x X � \ \/ < \/ \/ / \/ / \/ \ \/ \/ \/ \ \/ \/ \/ / \ / \/ \/ \/ / \ / \ \ / \ / \/ \/ / \ \/ \/ \/ \/ \/ \/ \ \/ / \ \ i \ i / \i > � \/\ \/\ /\ /\ /\ /< � / u u x u y u u V u u u u u u \y\ `/I `/\ x x u u u u x< ,� �\ � / \/ \/ \ \/ \/ \/ \/ \ \/ \/ \ / \/ \ \/ \/ \/ \/ \ \/ / \/ \/ \/ \/ / \/ \/ \/ \/ \/ \/ \ \/ \/ \/ \/ x \ /\ /\ /\ /\ /\ \ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ \ /\ /\ / /\ \ /\ /� /\ / \ / /\ / y /\ \/ X u V V X X u X x X Y Y \ >\ / A A A n n A n n A n n n A � > n n n n n < X X X X u X V u u y u u u u X x X x k `/ \/ u u X v u - -z - V - �/ \ �x�X x�X �xn n��ux�nX� u x y n X n X n x x n x � x n n � x�> \ \ n�n�n�� \ / n u n s \ /� i �n \ / ��n X �i \ { � /\ / X /` X /\ x /` x /\ /� /`� X A X /X\ �1 A /X y�x x�x� I\ x�xhxhx� �x�x�> \ /n�����lx\ /� /< �( x \\ � �k} X��( \/ ��` I /\ /\ /\ /\ /\ /\ /\ / \ /\ /\ /\ \ / \` /\ /\ /\ /\ / /\ \ /\ /\ /\ /` /\ /\ /\ /\ /\ I/\ /\ /\ /\ /\ II I II I II I II x n n n n n n A A n n n n h h n ------- n n n n x X < I II I II II I -- - - - --� 0 x X �I ------------------------------------------------------------ 0 z - - --- I I I I I n X n n > n h n n n x n n n h h h h n `/ u u u u u x u u u u u u `/\ /\ x x x x x u u u `� v u; K `� x X � \ \/ < \/ \/ / \/ / \/ \ \/ \/ \/ \ \/ \/ \/ / \ / \/ \/ \/ / \ / \ \ / \ / \/ \/ / \ \/ \/ \/ \/ \/ \/ \ \/ / \ \ i \ i / \i > � \/\ \/\ /\ /\ /\ /< � / u u x u y u u V u u u u u u \y\ `/I `/\ x x u u u u x< ,� �\ � / \/ \/ \ \/ \/ \/ \/ \ \/ \/ \ / \/ \ \/ \/ \/ \/ \ \/ / \/ \/ \/ \/ / \/ \/ \/ \/ \/ \/ \ \/ \/ \/ \/ x \ /\ /\ /\ /\ /\ \ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ \ /\ /\ / /\ \ /\ /� /\ / \ / /\ / y /\ \/ X u V V X X u X x X Y Y \ >\ / A A A n n A n n A n n n A � > n n n n n < X X X X u X V u u y u u u u X x X x k `/ \/ u u X v u - -z - V - �/ \ �x�X x�X �xn n��ux�nX� u x y n X n X n x x n x � x n n � x�> \ \ n�n�n�� \ / n u n s \ /� i �n \ / ��n X �i \ { � /\ / X /` X /\ x /` x /\ /� /`� X A X /X\ �1 A /X y�x x�x� I\ x�xhxhx� �x�x�> \ /n�����lx\ /� /< �( x \\ � �k} X��( \/ ��` I /\ /\ /\ /\ /\ /\ /\ / \ /\ /\ /\ \ / \` /\ /\ /\ /\ / /\ \ /\ /\ /\ /` /\ /\ /\ /\ /\ I/\ /\ /\ /\ /\ / x n n n n n n A A n n n n h h n n n n n x X < .3 0 x X �I / 0 z � o° J 0 � zo J _ Q L -C. 0(DL U , i J Q CO w w J - m 7 X EL. 121' -6" /X .X . �. 1 11.9' K � > \ LEGEND SPRINKLER WET -PIPE SYSTEM \/ \/ SPRINKLER DRY -PIPE SYSTEM n a :v r r 1 n x ). u x F0 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---------- - - - -- J UPPER LEVEL, CHAPEL AND CULTURAL CENTER FIRE SPRINKLER PLAN 1 /800 = 1' -0" TOP OF FLOOR = ELEVATION 100' -0" SEE NOTES - SHEET FS1.1 AUXILIARY DRAIN /TEST SEE DETAIL B /FS5.1 LOCATE AT MECHANICAL WALKWAY ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 c,�ONAI F Q � 5762 ENGINEERED E S A SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06 031 � 0 ASSOCIATES 0o ARCHITECTURE 1152 BOND AV1dN0E - 3aite A V 208.359.2309 RIDDIM, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BF NT A. McFARLAND AR -2561 STATE OF IDAHO / N a: .3 0 / 0 z � o° J 0 � zo J _ Q L -C. 0(DL U , i J 1• 0) Q CO w w J - m �� 7 X W 0 / I I ----- - - - - -- J / 0 a; / o EL EL. 121' -6" /X .X . �. 1 11.9' K � > \ LEGEND SPRINKLER WET -PIPE SYSTEM \/ \/ SPRINKLER DRY -PIPE SYSTEM n a :v r r 1 n x ). u x F0 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---------- - - - -- J UPPER LEVEL, CHAPEL AND CULTURAL CENTER FIRE SPRINKLER PLAN 1 /800 = 1' -0" TOP OF FLOOR = ELEVATION 100' -0" SEE NOTES - SHEET FS1.1 AUXILIARY DRAIN /TEST SEE DETAIL B /FS5.1 LOCATE AT MECHANICAL WALKWAY ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 c,�ONAI F Q � 5762 ENGINEERED E S A SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06 031 � 0 ASSOCIATES 0o ARCHITECTURE 1152 BOND AV1dN0E - 3aite A V 208.359.2309 RIDDIM, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BF NT A. McFARLAND AR -2561 STATE OF IDAHO w z O - a U x W H h � � �w WO �1 C N a: .3 0 0 0 z � o° J 0 � zo J _ Q L -C. 0(DL U , i J 1• 0) Q CO w w J - m �� 7 X W 0 w z O - a U x W H h � � �w WO �1 Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: UPPER LEVEL, CHAPEL AND CULTURAL CENTER FIRE SPRINKLER PLA Sheet: FS1 .3 EL. 119' -6" C 0 Q U , m 0 0 a; o Y ai Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: UPPER LEVEL, CHAPEL AND CULTURAL CENTER FIRE SPRINKLER PLA Sheet: FS1 .3 EL. 119' -6" DRY PIPE SPRINKLER SYSTEM MECHANICAL DUCTWORK �o ©000 ASSOCIATES o ARCHITECTURE 1152 BOND AVM — Suite A V 208.359.2309 REGAM, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 �0 �Q ASSOCIATES BR NT A. McFARLAND AR -2561 STATE OF IDAHO BACK TO BACK ATTIC SPRINKLER HEAD UPRIGHT SPRINKLER (TYPICAL) ROOM 140 ELEV. 100' -0" TOP OF FLOOR LINE DRY -PIPE SPRINKLER 12 CROSS MAIN 5 X 1�4 = 1 —U i i �i ♦ i� n Fv ROSTRUM 146 SEE H /FS5.1 (TYPICAL) @5 J/ = 1' LEGEND SPRINKLER WET -PIPE SYSTEM SPRINKLER DRY -PIPE SYSTEM n L .fl a i X) r nELEY ATION v ve� . -a. ENLARGED OVERBU FIRE SPRINKLER ALARM BELL AND STROBE ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 /, _'', 5 \ONAL F �GIS TfRFo�y F � Q � 5762 OF ENGINEERED ED ASSOCIATES SYSTEMS 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE SPRINKLER SECTIONS Sheet: FS2.1 FIRE DEPARTMENT CONNECTION INSULATION DRY -PIPE SPRINKLER CROSS MAIN UPRIGHT SPRINKLER (TYPICAL) In ■ ■on CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD AND ACOUSTICAL TILE INSULATION ILD FIRE SPRIN PLAN `r' F'_ w O N Er QUA 0 = 0 Z r-_ cc 0 J oy °o WO LO _ T 0oL0 '— CY) Q X LLI Uj J D L0 � 7 G X W a) Ir Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE SPRINKLER SECTIONS Sheet: FS2.1 FIRE DEPARTMENT CONNECTION INSULATION DRY -PIPE SPRINKLER CROSS MAIN UPRIGHT SPRINKLER (TYPICAL) In ■ ■on CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD AND ACOUSTICAL TILE INSULATION ILD FIRE SPRIN PLAN `r' z w O !� o V QUA o x 0- US W ,{ h h WO Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE SPRINKLER SECTIONS Sheet: FS2.1 FIRE DEPARTMENT CONNECTION INSULATION DRY -PIPE SPRINKLER CROSS MAIN UPRIGHT SPRINKLER (TYPICAL) In ■ ■on CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD AND ACOUSTICAL TILE INSULATION ILD FIRE SPRIN PLAN 0 . U N a) } D a) 0 Y (CS Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE SPRINKLER SECTIONS Sheet: FS2.1 FIRE DEPARTMENT CONNECTION INSULATION DRY -PIPE SPRINKLER CROSS MAIN UPRIGHT SPRINKLER (TYPICAL) In ■ ■on CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD AND ACOUSTICAL TILE INSULATION ILD FIRE SPRIN PLAN NIPPLE —UP OFF THE BRANCH LINE -7 PITCH BRANCH LINE TEST VALVE —NOT LESS THAN 1" IN READILY ACCESSIBLE LOCATION RELIEF VALVE UNION PRESSURE GAUGE AIR PRESSURE SUPERVISION SWITCH CONNECT TO FIRE ALARM SYSTEM R SEE SHEET FD1.1 AIR MAINTENANCE ---__ � LA BLEEDER VALVE DEVICE NOTE: DISTANCE "X" TO BI AFTER BRANCH LINE INSTALLED. DRY PENDENT HEAD DE TAIL SCALE: NONE RISER DETAIL NOTES 1O TEST DRAIN O2 AUTOMATIC BALL DRIP O3 FIRE DEPARTMENT CONNECTION �4 CHECK VALVE (�5 TEST /DRAIN VALVE O6 DRY —PIPE ALARM VALVE O7 DOUBLE CHECK VALVE ASSEMBLY O8 AIR PRESSURE MAINTENANCE DEVICE �g PRESSURE GAUGES 1 p DRAIN CUP @) VALVE WITH TAMPER SWITCH (SEE FD1.1) 12 UNDERGROUND FIRE MAIN 13 THRUST BLOCK 14 RISER TO SPRINKLER SYSTEM 15 STROBE /HORN WATER FLOW ALARM (SEE FD1.1) 16 FLEXIBLE COUPLING 17 DRY— SYSTEM MAIN 1 g WET — SYSTEM MAIN 1g SLEEVE WITH 2" CLEARANCE (SEAL) 20 FOUR —WAY BRACE 21 FLOOR DRAIN 22 PRESSURE SWITCH, DRY — SYSTEM (SEE FD1.1) 23 FLOW SWITCH, WET— SYSTEM (SEE FD1.1) LD 0 LO V) D co D / D a r D D 1 n M 13 DRY PIPE SYSTEM TEST CONNE CTION DETAIL SCALE: NONE 17 0 EXT WAL RISER DETAIL SCALE: NONE SIDE VIEW SECTION E SCALE. NONE PLUG SEAL PENETRATION FIRE TIGHT 0 "� ASSOCIATES �o ARCHITECTURE 1152 BOND AVEM — Suite A V 208.359.2309 REXBURG, 1DABO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605, S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 - 9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BR NT A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE SPRINKLER DETAILS ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 SIONAL F S T ERF� %y� a � 5762 9�r.N TF OF �O ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Sheet: FS5.1 'ENDENT HEADS, 'INGS. IF AT END JSE TEE FITTING END. NOT USE NIPPLES OF DROP. 3SEMBLY ;EMBLY PLUG —NOT LESS THAN - 1" FOR TESTING REMOVE AND INSTALL TEMPORARY CONNECTION. PROVIDE TEMPORARY CONNECTION AND PLACE WITH SPARE SPRINKLERS. UNION SLEEVE AND SEAL FIRE TIGHT 45 DEG. ELL SEAL- SMOOTH BORE CORROSION- RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER METAL SOFFIT 15 SEE C /FS51 FRONT VIEW u �Al 1/2" DIA. X 4'-0" LONG PRESSURE RATED FLEXIBLE TUBE. BALL VALVE (TYP.) SUPPLY LINE AIR COMPRESSOR FLOOR MOUNT TO VIBRATION ISOLATION PADS. DRY ALARM VALVE AIR COMPRESSOR PIPING DETAIL SCALE: NONE a0mm, ADD WOOD BLOC FOR PIPE CLAMP ATTACHMENT 3/8" DIA. x 1 1/2" LAG SCREW 2x6 CEILING JOISTS SHORT STRAP PIPE CLAMP OR WRAP AROUND U -HOOK CHECK VALVE DETAIL D SCALE. NONE --( T z O N 0 0 xU� 0 U 0 z � o° J p � . o WO w 0 0 LO Cc T Q X W l� Lo IZ d- X W a) Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE SPRINKLER DETAILS ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 SIONAL F S T ERF� %y� a � 5762 9�r.N TF OF �O ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Sheet: FS5.1 'ENDENT HEADS, 'INGS. IF AT END JSE TEE FITTING END. NOT USE NIPPLES OF DROP. 3SEMBLY ;EMBLY PLUG —NOT LESS THAN - 1" FOR TESTING REMOVE AND INSTALL TEMPORARY CONNECTION. PROVIDE TEMPORARY CONNECTION AND PLACE WITH SPARE SPRINKLERS. UNION SLEEVE AND SEAL FIRE TIGHT 45 DEG. ELL SEAL- SMOOTH BORE CORROSION- RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER METAL SOFFIT 15 SEE C /FS51 FRONT VIEW u �Al 1/2" DIA. X 4'-0" LONG PRESSURE RATED FLEXIBLE TUBE. BALL VALVE (TYP.) SUPPLY LINE AIR COMPRESSOR FLOOR MOUNT TO VIBRATION ISOLATION PADS. DRY ALARM VALVE AIR COMPRESSOR PIPING DETAIL SCALE: NONE a0mm, ADD WOOD BLOC FOR PIPE CLAMP ATTACHMENT 3/8" DIA. x 1 1/2" LAG SCREW 2x6 CEILING JOISTS SHORT STRAP PIPE CLAMP OR WRAP AROUND U -HOOK CHECK VALVE DETAIL D SCALE. NONE --( T z O 0 0 xU� U C) w H H �D H � WO w Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE SPRINKLER DETAILS ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 SIONAL F S T ERF� %y� a � 5762 9�r.N TF OF �O ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Sheet: FS5.1 'ENDENT HEADS, 'INGS. IF AT END JSE TEE FITTING END. NOT USE NIPPLES OF DROP. 3SEMBLY ;EMBLY PLUG —NOT LESS THAN - 1" FOR TESTING REMOVE AND INSTALL TEMPORARY CONNECTION. PROVIDE TEMPORARY CONNECTION AND PLACE WITH SPARE SPRINKLERS. UNION SLEEVE AND SEAL FIRE TIGHT 45 DEG. ELL SEAL- SMOOTH BORE CORROSION- RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER METAL SOFFIT 15 SEE C /FS51 FRONT VIEW u �Al 1/2" DIA. X 4'-0" LONG PRESSURE RATED FLEXIBLE TUBE. BALL VALVE (TYP.) SUPPLY LINE AIR COMPRESSOR FLOOR MOUNT TO VIBRATION ISOLATION PADS. DRY ALARM VALVE AIR COMPRESSOR PIPING DETAIL SCALE: NONE a0mm, ADD WOOD BLOC FOR PIPE CLAMP ATTACHMENT 3/8" DIA. x 1 1/2" LAG SCREW 2x6 CEILING JOISTS SHORT STRAP PIPE CLAMP OR WRAP AROUND U -HOOK CHECK VALVE DETAIL D SCALE. NONE --( T — 0 . U) a) 0 o _ Y Cz Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FIRE SPRINKLER DETAILS ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 SIONAL F S T ERF� %y� a � 5762 9�r.N TF OF �O ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Sheet: FS5.1 'ENDENT HEADS, 'INGS. IF AT END JSE TEE FITTING END. NOT USE NIPPLES OF DROP. 3SEMBLY ;EMBLY PLUG —NOT LESS THAN - 1" FOR TESTING REMOVE AND INSTALL TEMPORARY CONNECTION. PROVIDE TEMPORARY CONNECTION AND PLACE WITH SPARE SPRINKLERS. UNION SLEEVE AND SEAL FIRE TIGHT 45 DEG. ELL SEAL- SMOOTH BORE CORROSION- RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER METAL SOFFIT 15 SEE C /FS51 FRONT VIEW u �Al 1/2" DIA. X 4'-0" LONG PRESSURE RATED FLEXIBLE TUBE. BALL VALVE (TYP.) SUPPLY LINE AIR COMPRESSOR FLOOR MOUNT TO VIBRATION ISOLATION PADS. DRY ALARM VALVE AIR COMPRESSOR PIPING DETAIL SCALE: NONE a0mm, ADD WOOD BLOC FOR PIPE CLAMP ATTACHMENT 3/8" DIA. x 1 1/2" LAG SCREW 2x6 CEILING JOISTS SHORT STRAP PIPE CLAMP OR WRAP AROUND U -HOOK CHECK VALVE DETAIL D SCALE. NONE --( n n 108 n o 4 SEE SHEET T P4.1 �- 109 I 3/4" 2" WCO--\ 2" WCO - 1 1/2" VENT UP INV. EL. 99' -0"- 3/4" UNDER ROSTRUM 18' -6 "-' 2 " INV. EL, 98' -0" I INV. EL. 97' -0" COORDINATE WASTE LINE DROP FROM DF -1 WITH FOOTING LOCATION BELOW. 3/4,r - - - - - - - 105 41p- 4 1P INV. EL. 96' -6" 2" WCO DROP FROM DF -1 WITH FOOTING LOCATION BELOW. 1 1/2" VENT UP COORDINATE WASTE LINE -- --TO WATER MAIN IN STREET 0 SEE ARCH. SITE PLAN FOR CONTINUATION 4" COTG I 1 �-� 2" STOP AND WASTE VALVE I INV. EL. FOR LAWN SPRINKLER SYSTEM 97' -9» 2" F SEE DETAIL B /P5.1 6" � � H -1 110 159 112 1 143 GAS METER AND HIGH PRESSURE GAS LINE BY LOCAL GAS COMPANY SIZED FOR 1,496,000 BTU /HR COORDINATE LOCATION WITH MECHANICAL EQUIPMENT AND PIPING. LOCATE INSIDE MECH. SCREEN ENCLOSURE. Q4" COTG 0 1T O i m � m OL O O ]O O O L ID 152 O 153 N I I 2 „ UP N INV. EL. 1 4+ _... 2” WCO 2" WCO 3/4 ,0 " 4" WCO 135 3/4 ' 1 /2rr 4 -2" UP 126 2 1 1 2" RUN VENT LINES ABOVE 6'8" CLEARANCE REQUIRED BY CODE ABOVE STAIRWAY. CORRELATE WITH MECHANICAL CONTRACTOR. INV. EL, 11: -o ,., .,". ,". ",.� -1 97' -0" FIXTURE OUTLET. SEE SITE PLAN FOR CONTINUATION 2 4" A " 4" COTG 4 � 4" COTG � ^ � 4 - INV EL. INV_ EL INV_ EL. INV. EL. INV EL. INV. EL 93'-0"-/ 93 6 0 94'-0" 94 95 --_ 95'-6"L a n- PO 0 Eo 0 c0 0 N d' L E G E N D SYMBOL OR ABBREVIATION MEANING SYMBOL OR ABBREVIATION MEANING HOT WATER LINE - - WALL CLEANOUT WCO COLD WATER LINE - CLEANOUT CO VENT LINE - - - - - - - - CLEANOUT TO GRADE COTG WASTE LINE � FLOOR CLEANOUT FCO GAS LINE G BALL VALVE VENT THRU ROOF VTR UNION O Cry� .' � � rr CONDENSATE DRAIN D SECONDARY CONDENSATE DRAIN SD PLUMBING FLOOR PLAN NORTH SCALE: 1/8"=l'-O" 0 NOTES 1 -ALL PLUMBING SHALL COMPLY WITH THE MOST STRINGENT OF APPLICABLE CODES, ORDINANCES, OR THE SPECIFICATIONS. 2-ALL FIXTURES SHALL BE PROPERLY VENTED TO THE ATMOSPHERE. 3 -REFER TO MECHANICAL SHEETS FOR LOCATIONS OF MECHANICAL EQUIPMENT AND DUCTWORK AND CORRELATE ALL WORK TO FIT AVAILABLE SPACE. 4-GAS LINES TO BE RUN IN MECHANICAL EQUIPMENT ACCESS AREA UNLESS OTHERWISE NOTED OR SHOWN. 5-WATER PIPING AND VENT PIPING SHALL BE RUN IN MECHANICAL EQUIPMENT ACCESS AREA UNLESS OTHERWISE NOTED OR SHOWN 6-FOR INDIVIDUAL LINE SIZES TO FIXTURES SEE SCHEDULE SHEET P4.1. 7 -00 NOT RUN PLUMBING IN SHEAR WALLS. 8- MINIMUM WATER PIPING UNDER CONC. SLAB SHALL BE 3/4 ". 9- DUE TO THE CLOSE PROXIMITY OF THE WATER, VENT AND DRAIN PIPING AS WELL AS DUCTWORK, THE PLUMBING CONTRACTOR SHALL COORDINATE THE INSTALLATION WITH THE MECHANICAL AND SHEET METAL CONTRACTORS. 10-FOR PIPE SIZES NOT SHOWN ON THIS SHEET, SEE THE PIPING SCHEMES ON SHEET P4.2. F E 0 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED S \OVAL F ESA SYSTEMS IS T£RF��yFc�` ASSOCIATES 4L 315 WEST CENTER 5762 POCA 8 3 041DAH0 PHONE: (208) 233 - 0501 OF C s FAX: (208) 233 -0529 ESA JOB NUMBER 06031 ��U` ASSOCIATES moo_ o ARCHITECTURE 1152 BOND AVJ3lit1S - Suite A V 208.369.2309 RF,I®11NG, IDAHO 89440 Fax 208.369.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGNEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 w Z O o U QUA . x � li U�w H w Z 4 � D � w WO 1 loottootto N rr O 0 . p z � o° J Q � z o O Cry� .' � � rr U') rr T Q X J W �Cc � 75 X W w rr w Z O o U QUA . x � li U�w H w Z 4 � D � w WO Project Number: 591- 556 -77 Plan Series: H E_R- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR PLUMBING PLAN Sheet: P1.1 I SEE SHEET P4.1 148 149 rr 119 2 " I _U � I F l - 17 - 1 O 111 113 I 114 I 116 I INV. ESL. I tVENT 97 -6 I I P ° I 3/4" 2 - - - - - — " WCO 2 " " T 2" 2 WCO 115 J 2 C: 2 2" UP �- 7- Z2" 4 151 �- -- 1 1 /2" VENT UP 150 Orr I 2" UP INV. E I I 97'-0 of 122 � li2fl 0 . w 0 g a> o CTS Project Number: 591- 556 -77 Plan Series: H E_R- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN FLOOR PLUMBING PLAN Sheet: P1.1 I SEE SHEET P4.1 148 149 rr 119 2 " I _U � I F l - 17 - 1 O 111 113 I 114 I 116 I INV. ESL. I tVENT 97 -6 I I P ° I 3/4" 2 - - - - - — " WCO 2 " " T 2" 2 WCO 115 J 2 C: 2 2" UP �- 7- Z2" 4 151 �- -- 1 1 /2" VENT UP 150 Orr I 2" UP INV. E I I 97'-0 of 122 � li2fl 1 1/2" VENT DOWN F 1 r r - - - - - -- -------- - - - -- - - - - - -� C1 1 1/4" L----------- - - - - -- _ F — n n L 1 1/4" 2" VT 0 R F 1 1/2" —1 1/2" \ 2" VTR 2 WASTE DOWN 8b OFFSET VTR TO MISS TOP PLATE OF WALL CONSTRUCTION. I I I I I FOR FINAL CONNECTION SEE DETAIL G /P5.1 1 „ F 1 110,000 BTU /HR INPUT 4" VTR ---0 2" WASTE DOWN 2" VTR 2" VTR OFFSET VENT TO 2" WASTE DOWN 1 1/2 VENT MISS TOP PLATE OFFSET VTR TO F DOWN. OF WALL CONSTRUCTION. MISS TOP PLATE 8 1 1/2" ?' OF WALL CONSTRUCTION. 1 1/4" 1 1=1 11 1 IE==l 2 " =N 0 2 10 2" -- Tf F CR D 5 U 5 O O 1 1 /4" Sc 1 " SD -- - - - --, l I ----------------- ---- - - - - -- ---- - - - - -- ---- - - - - -- --------------------- - - - - -- - -- I-- - -- —J F F 9b 6 F 7 MECHANICAL EQUIPMENT ACCESS PLAN SCALE: 1/8"=l'—O" 0 i a 0 'i NOTES: 1. LEAVE 6" CLEAR SPACE ON EQUIPMENT DECK BETWEEN FURNACES, DUCTWORK, ETC. AND HIGH WALL FOR GAS PIPING, CONDUIT, DRAINS, ETC. RACK ALL PIPING AND CONDUIT ON WALL WITH UNISTRUT. 2. REFER TO MECHANICAL SHEES FOR LOCATIONS OF MECHANICAL EQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT AVAILABLE SPACE. 3. DO NOT BLOCK ACCESS WALKWAY WITH PIPING, DUCT, CONDUIT, ETC. WHEN CROSSING WALKWAY RUN HIGH ABOVE HEAD ROOM. NO PIPING, DUCTWORK, CONDUIT, ETC. SHALL BE RUN LOWER THAN DUCTWORK SHOWN IN SECTIONS ON SHEET M2.1 4. DUE TO THE CLOSE PROXIMITY OF THE WATER, VENT, AND DRAIN PIPING AS WELL AS DUCTWORK, THE PLUMBING CONTRACTOR SHALL COORDINATE THE INSTALLATION WITH THE MECHANICAL AND SHEET METAL CONTRACTORS. 1 1/4" I— 1 1/2" j G OFFSET AROUND EQUIPMENT 2 "V TR " 2" VENlj DOWN 2" VENT DOWN � F F U II � 9a 4 2 III I ------ I�- - - - - - ----- - - -- ---------- - - - - -- ------ - - - - -- - - - - - -� -- - - -- 2 CR " .. n 1 " - - - -- 2" I n 2 3 3 2 1 /2 CR �� — — — J O 2" 2" WASTE DOWN y� l_1 0 OFFSET VENT TO MISS TOP PLATE SEE DETAIL OF WALL CONSTRUCTION. D /P5.1 2" VTR 2" WASTE DN. ---------- - - - -- 3 I I I I I I I I I I I I I I I I I I I I I I OFFSET AROUND �I EQUIPMENT �—o- -� 2" VTR I I I I i F I I I 3 I I I I I I - --------------- J D CRI FLUE AND COMBUSTION I AIR FOR WATER HEATER I ------------- it - - - - -- II II I I I I I I II II 2 1/2 ii - - - - - -, r _�L - - - - -- F 5 I G 1 II CR CR I 2" DOWN ----- - - - - -� ---------- - - - --� I I I I 2" WASTE DOWN I I j OFFSET AROUND EQUIPMENT I 2" VTR 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 J --------- - - - - -J L TYPICAL ON ALL FURNACES AND COOLING COILS. DO NOT OBSTRUCT WALKWAY. SHOWN HERE FOR CLARITY ONLY. REFER TO DETAILS A /M5.2 AND B /M5.2 COMBINE PRIMARY DRAINS OF EACH FURNACE AND COOLING COIL TO A 1" PIPE SIZE. SEE DETAIL J /P5.1 N ORTH FOR PIPE SUPPORT. 3" BY LOCAL GAS Lf METER COMPANY SIZED FOR 1,496,000 BTU /HR 1 1/4 1 1/2" 2" 2" 3" Z 3" 2 1/2" 1" 1" 1" 1" 1" 2 1/2" F F F 80,000 F 110,000 F BTU /HR BTU /HR 8b 8a 9a INPUT 4 INPUT 2 1" 100,000 100,000 100,000 2 1 /2" F BTU /HR BTU /HR BTU /HR 3 INPUT INPUT INPUT WH -1 88,000 100,000 BTU /HR BTU /HR INPUT �— 2" �2" �2" �2" INPUT 1 " z 0 ASSOCIATES © o ARCHITECTURE 1152 BOND AYM — Suite A 9 208.359.2309 1I1s M, IDAHO 83440 1- 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 = Q_ ASSOCIATES X McFARLAND AR -2561 STATE OF IDAHO l v� w Z o o U x U li U� w Z 4 �D H H H V� w Wo N rr O 0 . o z o Ir r• 0 0 J � o D T O i rr T_ C3) Q X w Lu M U') � Cr d' W c � G X a� W M 0 l v� w Z o o U x U li U� w Z 4 �D H H H V� w Wo Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: 1" 1" 1" 1" 1" 1" MECHANICAL F EQUIPMENT 5 88,000 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS ACCESS PLAN F F F F F F BTU /HR DATE ORIGINAL SIGNED: May 16, 2006 7 8d 8c 9b 10 6 INPUT ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 110,000 100,000 100,000 100,000 100,000 110,000 315 WEST CENTER, POCATELLO, IDAHO 83204 BTU /HR BTU /HR BTU /HR BTU /HR BTU /HR BTU /HR INPUT INPUT INPUT INPUT INPUT INPUT ENGINEERED NOTE: BTU /HR INPUT CAPACITIES �c,S \ONAL � ESA ASSOCIATES NATURAL GAS SCHEME ARE MAXIMUM POSSIBLE �o� c��G1STeRFO'yFF a - A 315 WEST CENTER SCALE: NONE 5762 POCA 83 04 1DAH0 Sheet: o 9��gT F �pP��C� PHONE: (208) 233 -0501 P1 . 2 O y�C. S�0 FAX: (208) 233 -0529 F � ESA JW NUMBER 06031 0 . a� 0 0 a� 0 ny Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: 1" 1" 1" 1" 1" 1" MECHANICAL F EQUIPMENT 5 88,000 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS ACCESS PLAN F F F F F F BTU /HR DATE ORIGINAL SIGNED: May 16, 2006 7 8d 8c 9b 10 6 INPUT ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 110,000 100,000 100,000 100,000 100,000 110,000 315 WEST CENTER, POCATELLO, IDAHO 83204 BTU /HR BTU /HR BTU /HR BTU /HR BTU /HR BTU /HR INPUT INPUT INPUT INPUT INPUT INPUT ENGINEERED NOTE: BTU /HR INPUT CAPACITIES �c,S \ONAL � ESA ASSOCIATES NATURAL GAS SCHEME ARE MAXIMUM POSSIBLE �o� c��G1STeRFO'yFF a - A 315 WEST CENTER SCALE: NONE 5762 POCA 83 04 1DAH0 Sheet: o 9��gT F �pP��C� PHONE: (208) 233 -0501 P1 . 2 O y�C. S�0 FAX: (208) 233 -0529 F � ESA JW NUMBER 06031 SEE SHEET P1.1 FOR CONTINUATION 2" P L M B I N G FIXTURE SCHEDULE O MARK FIXTURE PIPE SIZE REMARKS F_ w 0 N rr TRAP IWASTE VENT C.W. H.W. z WC -1 WATER CLOSET INT. 4" 2" 1/2" - FLUSH TANK WC - 2 WATER CLOSET INT. 4 2 1/2" — FLUSH TANK, 18" RIM HEIGHT (ADA APPROVED) WC -3 WATER CLOSET INT. 4" 2" 1/2" — FLUSH TANK, 10" RIM HEIGHT SEE ROUGH —IN NOTE SHT. P1.1 U -1 URINAL INT. 3" 2" 3/4" — FLUSH VALVE, WALL HUNG U -2 URINAL INT. 3" 2" 3/4" — FLUSH VALVE, WALL HUNG (ADA APPROVED) L -1 LAVATORY 1 -1/4" 1 -1/4" 1 -1/2" 1/2" 1/2" COUNTER TOP L -2 LAVATORY 11-1/4" 11-1/4" 1-1/2" 1/2" 1/ 12 to COUNTER TOP (ADA APPROVED) 0 WITH OFFSET DRAIN AND PIPE COVERS FOR DRAIN, HOT AND CW L -3 LAVATORY 1-1/4" 1-1/4" 1-1/2" 1/2" 1/2" SELF SUPPORTING 20 "X18" SEE ELEVATION G /A6.2 AND G /A6.3 L -4 LAVATORY 1-1/4" 1-1/4" 1-1/2" 1/2" 1/2" SELF SUPPORTING 20 "X18" (ADA APPROVED) WITH OFFSET DRAIN AND PIPE COVERS FOR DRAIN, HOT AND CW SS -1 SERVICE SINK 3" 3" 2 1/2" 1/2" FLOOR TYPE SS -2 SACRAMENT SINK 11-1/4" 1-1/4" 1-1/2" 3/4" — COUNTER TOP S -1 SERVING AREA SINK 1-1/2" 1-1/2" 11-1/2" 1/2" 1/2" THREE COMPARTMENT DF -1 DRINKING FOUNTAIN 1 -1/2" 1 -1/2" 1 -1/2" 1/2" — ELECTRIC BI —LEVEL (ADA APPROVED) FD -1 FLOOR DRAIN 2" 2" 2" — — WITH DEEP SEAL P —TRAP FS -1 FLOOR SINK 4" 4" 2" — — WITH DEEP SEAL P —TRAP GD CO N TOR TE 1 -1 /2" 1 -1 /2" 2" — — SEE DETAIL F /P5.1 H -1 HYDRANT — — — 3/4" — USE NON— FREEZE TYPE IF DESIGN TEMPERATURE BELOW 357. WH -1 WATER HEATER — — — 3/4" 3/4" BTU/HR. GALLON A MIN CONDENSING TY ,34 OR TANK MINIMUM. 0 COLD WATER FIXTURE UNITS ARE 123. WASTE WATER FIXTURE UNITS ARE 125. �2 WHEN MOUNTED PER ARCHITECTURAL ELEVATIONS, ADA ACCESSIBILITY REQUIREMENTS ARE SATISFIED. SEE SHEET P1.1 FOR CONTINUATION FW-m 0 d M O O a 0 L RESTROOM /GUST. SCALE: 1/4" = 1' -0" UT 1 1/2" 1 11/2 SEE SHEET P1.1 FOR CONTINUATION. f -- I " 2" 3/4 1/2 1/2 RESTROOMS 1 1521 AND 1 1531 WATER SUPPLY SCALE: 1/4" = 1' -0" ,i 2" CW TO WATER MAIN IN STREET 2" CW TO STOP & WASTE VALVE FOR 2 " LAWN SPRINKLER SYSTEM 159 F 112 � FIRE RISER 113 114 I 157 S -1 2 ,. ❑ O L -4 I ❑ ,at T I SS -1 3/ SEE SHEET P -1 FOR CONTINUATION 157 Lff AND Jj4l PLUMBING SEE SHEET P1.1 FOR CONTINUATION RESTROOM /GUST. SCALE: 1/4" = 1' -0" 1571 1 111 I I i" 2" AND 114 SUPPLY ORIGINAL DRAWING SIGNED BY. DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 c%0NAL f ���GJ s T f a 5762 C. ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 ASSOCIATES 0o ARCHITECTURE 1152 BOND AV13ND& — Mte A V 208.359.2309 REaM, IDAHO 89990 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BR NT A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: ENLARGED PLUMBING PLANS Sheet: P4.1 1 1/2" 1 1/2" SEE SHEET P1.1 FOR CONTINUATION RESTROOMS j$2 AND Fl PLUMBING SCALE: 1/4" = 1' -0" !I 3/4" 1 " u u WH -1 SEE SHEET P1.1 FOR CONTINUATION Z F_ w 0 N rr o xU� 0 U 0 z � o° J C) V z o J _ L O 0 o L Q c T � Q X J LO ww Lo Iz X W rr 0 Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: ENLARGED PLUMBING PLANS Sheet: P4.1 1 1/2" 1 1/2" SEE SHEET P1.1 FOR CONTINUATION RESTROOMS j$2 AND Fl PLUMBING SCALE: 1/4" = 1' -0" !I 3/4" 1 " u u WH -1 SEE SHEET P1.1 FOR CONTINUATION L cry Z w 0 o U o xU� U w H H �D C� V i? W0 w H� Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: ENLARGED PLUMBING PLANS Sheet: P4.1 1 1/2" 1 1/2" SEE SHEET P1.1 FOR CONTINUATION RESTROOMS j$2 AND Fl PLUMBING SCALE: 1/4" = 1' -0" !I 3/4" 1 " u u WH -1 SEE SHEET P1.1 FOR CONTINUATION 0 i? Q 0 o a� 0 Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: ENLARGED PLUMBING PLANS Sheet: P4.1 1 1/2" 1 1/2" SEE SHEET P1.1 FOR CONTINUATION RESTROOMS j$2 AND Fl PLUMBING SCALE: 1/4" = 1' -0" !I 3/4" 1 " u u WH -1 SEE SHEET P1.1 FOR CONTINUATION ( 1 1/2" / —\ \ 4 "VTR (� / \\ I 1 1/2" / 1 1 /2 SEE SHEET P1.1 I \ I FOR CONTINUATION 100 '( I \ \I I. /I / I I IL 4 , 1/2" / / / WC -2 I �� 4" 4Lt 2 1/21 WC -1 I \\ I L -1 / ( FD -1 „ 2 1/2 / WC-1 O � I I „ / \ G / 2 1 /2" �� / " WC -1 I I O 1 1 2 2" r0 � I / -� O WC - I I 1 1 /2" / I I U -1 � I I � o / I 0 WC -1 I 1 / I 1 I U -1 FD -1 1 4 „ I I \ 2 » I U -2 I O � I / I 2 „ � SEE SHEET P1.1 FOR CONTINUATION 2" 2 „� / 10000 FOR LINE WASTE AND VENT SCHEME SIZES SEE SCHEDULE SHEET P1.1 RESTROOMS 11521 AND 153 \ SEE SHEET P1.1 \ 3/4„ I \ FOR CONTINUATION \ \ \ 3/4 \ \ � \ 2„ „ 1/2 /2 \ \ \ \ 1 1/4— 3/4 . 101 3/4 \ ' \ ' „ i � 3/4„ .0 1„ \ 1 1/4" ' 3/4 1 1/4 \ „� \ \ \\ O WC -1 l ot 3/4" U \ �. L -2 WC -1 1 1/4" � WC -1 � / » 3 \ / � -1 /2 4 » / \ - I WC -1 1 „ . WC -1 3/4" 1/2" 3/4 1/2 /� / L -1 Ile SEE SHEET P1.1 \ \ \ FOR CONTINUATION \ \\ \ 1 ' 3� 1 /2" 1/2 L– 2 FOR LINE WATER SUPPLY SCHEME SIZES SEE SCHEDULE SHEET P1.1 RFRTRnnm 11 5 I 1 91 ANn 7.7 SCALE: NONE SCALE: NONE 0 cV EL 0 0 H Eel LO I J 2 "VTR I SEE SHEET P1.1 I FOR CONTINUATION 17– —\ 2L# 2" 4» I r - --�� 2 „� / / I I I \ I // 2'� 4 ” /I F -, WC -2 1 2„ I 2" I 4 4 \\ 2 " I \\ 1 / / FD -1 \ 4 rte/ \\ � o I /� I/ \ 4 – 2 4 I 1 � 3 „ I I 4" SS -1 � 2" I � s -1 SEE SHEET P1.1 FOR CONTINUATION Y FOR LINE WASTE AND VENT SCHEME SIZES SEE SCHEDULE SHEET P1.1 RESTROOM S / CU ST. J 111 AND 114 SCALE: NONE ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 S\014 E "C"� S T E RFo�y� Q _P 5762 9�N T f OF F C Sao ENGINEERED E S A SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 d ASSOCIATES �o ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 fU2MG, IDAHO 89940 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 STATE_ OF IDAHO cry w Z O ° U W d Q UA x n W U � 44 H H �D c� W O F-� Z N �O = O z � o° J p , z o _J LO O LO U 1 r cr) Q X LL1 W � m Lr) Lo cC � d X W rr cry w Z O ° U W d Q UA x n W U � 44 H H �D c� W O F-� Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: PLUMBING SCHEMES Sheet: PHONE: (208) 233 -0501 I FAX: (208) 233 -0529 ESA JOB NUMBER 06031 P4.2 SEE SHEET P1.1 SEE SHEET P1.1 \ ' I /' FOR CONTINUATION FOR CONTINUATION WC -2 its \ L r - 10- / 2 PRV STATION SEE DETAIL \ L -4 A /P5.1 2 » 1 to \ 1 ' FLOOR LEVEL / rY � , , ' \ 2 „� � \ ,Y 3/4” / \ 2 \ . i \ I SEE SHEET P1.1 \ \ I FOR CONTINUATION \ \ \ ` \ \ 3/4„ 2 SEE SHEET P1.1 FOR CONTINUATION FOR LINE WATER SUPPLY SCHEME SIZES SHEET SE SCHEDULE R ESTR OOM S /CU ST. F17577 L111 1 AND 14 SCALE: NONE 0 a U Q Y Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: PLUMBING SCHEMES Sheet: PHONE: (208) 233 -0501 I FAX: (208) 233 -0529 ESA JOB NUMBER 06031 P4.2 SEE SHEET P1.1 SEE SHEET P1.1 \ ' I /' FOR CONTINUATION FOR CONTINUATION WC -2 its \ L r - 10- / 2 PRV STATION SEE DETAIL \ L -4 A /P5.1 2 » 1 to \ 1 ' FLOOR LEVEL / rY � , , ' \ 2 „� � \ ,Y 3/4” / \ 2 \ . i \ I SEE SHEET P1.1 \ \ I FOR CONTINUATION \ \ \ ` \ \ 3/4„ 2 SEE SHEET P1.1 FOR CONTINUATION FOR LINE WATER SUPPLY SCHEME SIZES SHEET SE SCHEDULE R ESTR OOM S /CU ST. F17577 L111 1 AND 14 SCALE: NONE 2" SUPPLY TO BUILDING 3/4" RUN DRAIN TO FLOOR DRAIN WN PRESSURE GAGE 0 — 100 PSI RANGE COMBINATION PRESSURE REDUCING VALVE AND STRAINER. SET DISCHARGE ® 50 PSIG. UNION (TYPICAL) BALL VALVE CUSTODIAN ROOM FLOOR 2" WATER SUPPLY FROM STREET VERTICAL WATER PRESSURE REDUCING S TATION DETAIL SCALE: NONE HOT WATER Z - - -- BALL VALVE (TYP.) w O N rr COMBUSTION o xU - -- INSULATING COUPLING (TYP) AIR INTAKE = O Z 1�- 0 J Q � FLUE OUTLET WO L) r CD R P &T RELIEF VALVE D T O i T Q m BRACE LINE TO WALL G Ww m c _ G X of a� W COLD WATER GAS SUPPLY 0 I ANCHOR WATER HEATER F RUN DISCHARGE LINE INTO TO WALL. USE 1 "X18 GA. a� TOP OF CONDENSATE RECEIVER GALV. STRAP WITH #10X2 1/2 is 3/4 WOOD SCREWS. TYPICAL 0 OF 2 PLACES. THERM— X —TROL MODEL ST -12 GAS COCK 'III' ACCUMULATOR Jju ii CR PRE — CHARGE TO 6" DEEP C 45 PSIG. DIRT LEG MECHANICAL U ACCESS FLOOR 16 GA. GALV. SECONDARY DRAIN PAN —DRAIN TO CR PLATFORM. 2X6 ON EDGE SAME SIZE AS PLATFORM. WITH 3/4" PLYWOOD TOP. 3" WIDER THAN WATER HEATER IN EACH DIRECTION. * PROVIDE GYPSUM BOARD ENCLOSURE SEE DETAIL D /M5.2 WATER HEA TER DETAIL SCALE: NONE r i r D 4 r r r :v r n AS DROP GAS L INE CONNECTION DETAIL J a 1= o: w > c0 SCALE: NONE 60" 18" 2" NIPPLE AND CAP FOR LAWN I IRRIGATION SYSTEM —� COPPER PIPING 2 12 BUSHING COPPER PIPING 3/4" NOTE: - - - -- TO BE INSTALLED BY PLUMBING CONTRACTOR STOP SCALE: NONE r -J r L J L SPRINKLER VALVE BOX 12" PVC PIPE BALL VALVE WITH TEE HANDLE \— 2" COPPER LINE FROM PRV STATION o0 00 3/4" DRAIN VALVE 8 °82°° e O ° oO ° $ o ° 18 "X18 "X12" DEEP o °o 0000 0 0 � ° o o ROCK SUMP ° °ooh ° �oo O Bo WASTE VALVE DETAIL MAY EXTEND AS A WASTE OR VENT LINE. — WALL CHROME — WALLCOVER AND SCREW w v Z L - - - - -J mi IIII IIII nIl nII IIII ILU.i I I I I PLUGGED TEE WALL CLEA DETAIL SCALE: NONE vA^1 n iu ^^r.vr^ ^Mr Ikl TO DRAII SLOPE A 1 /4 " /FT, Z_ r COOLING COIL CONDE NSATE DRAIN DETAIL SCALE: NONE IG CLEANOUT AND ACCESS — COVER. TOP OF COVER TO BE FLUSH W/ TOP OF FLOOR. 1/8 C.I. BEND FLOOR LINT --- -BALANCE OF PIPING SAME AS CLEANOUT 1/8 C.I. BEND. TO GRADE. C.I. WASTE LINE. FLOOR CLEANOUT (FCO) LENGTH TO SUIT. CLEANOUT NOT TO BE LOCATED IN CARPETED AREA. I- - - - - SCALE: NONE THERMOPLASTIC 2 "X4" DIA. ADAPTOR 2 1/2" MAXIMUM. MECHANICAL— EQUIPMENT ACCESS FLOOR 2X2 —I 2 "X1 1 /2" BUSHING 1 1/2 2x6 JOIST NIPPLE CEILING ' 1 1/2" P —TRAP AND TAIL PIECE USE THERMOPLASTIC PIPE AND FITTINGS. CUT DOWN CR 4" HUB AS REQ'D. L —J I IL---J CONDENSATE RECEIVER DETAIL SCALE: NONE CONDENSATE DRAIN PIPE CLAMP PIPE TO SUPPORT SADDLE THREADED SUPPORT POST V) INTO FLOOR MOUNT d FASTEN TO FLOOR > C MECHANICAL ACCESS FLOOR SUPPORT MAY BE MADE FROM ANGLE IRON OR CHANNELS FASTENED SECURELY TO FLOOR. PIPE MUST BE CLAMPED SECURELY TO SADDLE OR CROSS MEMBER OF PIPE SUPPORT. CONDENSATE DRAIN PIPE SUPPORT DETAIL SCALE: NONE 1 �I ^"ASS CLEANOUT PLUG W/ )UNTER SUNK HEAD. DISH GRADE. 2" VENT UP THRU ROOF. OFFSET TO MISS TOP PLATE OF WALL CONSTRUCTION. SANITARY "Y" FITTING NOTCH LEDGER AT PIPE. 2" WASTE DOWN. RUN IN WALL TO BELOW FLOOR SLAB. ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED S S\ONAL £N ESA SYSTEMS 1STERy� ASSOCIATES 315 WEST CENTER 5762 POCA 8 3 041DAH0 Pao PHONE: (208) 233 -0501 O F FAX: (208) 233 - 0529 ESA JOB NUMBER: Q 6 Q 3 � a ASSOCIATES © ©o ARCHITECTURE 1152 BOND AV1t8DE - Suite A V 208.959.2309 RS1 M. IDAHO 89440 Fax 208.959.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. MCFARLAND AR -2561 E M Project Number: 591- 55 -77 Plan Series: HER- TRA -98 -1 _ Property Number: 591 - 5568 -77 Sheet Title: PLUMBING DETAILS G^e% P5.1 DROP FROM MAIN. SEE PLAN FOR SIZE. MANUAL MAIN — SHUT —OFF VALVE vem11.iTAaIa2 ` 16" SQUARE CONC. PAD TROWEL SMOOTH AND EDGE. WASTE LINE 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. CLEANOUT TO GRADE (COTG) CLEAN DETAILS n Z w O N rr o xU 0 = O Z 1�- 0 J Q � z � WO L) r CD C� D T O i T Q m Ww m c _ G X a� W 0 Project Number: 591- 55 -77 Plan Series: HER- TRA -98 -1 _ Property Number: 591 - 5568 -77 Sheet Title: PLUMBING DETAILS G^e% P5.1 DROP FROM MAIN. SEE PLAN FOR SIZE. MANUAL MAIN — SHUT —OFF VALVE vem11.iTAaIa2 ` 16" SQUARE CONC. PAD TROWEL SMOOTH AND EDGE. WASTE LINE 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. CLEANOUT TO GRADE (COTG) CLEAN DETAILS n w O Z 0 o xU C U C4 w N H h WO W-4 Project Number: 591- 55 -77 Plan Series: HER- TRA -98 -1 _ Property Number: 591 - 5568 -77 Sheet Title: PLUMBING DETAILS G^e% P5.1 DROP FROM MAIN. SEE PLAN FOR SIZE. MANUAL MAIN — SHUT —OFF VALVE vem11.iTAaIa2 ` 16" SQUARE CONC. PAD TROWEL SMOOTH AND EDGE. WASTE LINE 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. CLEANOUT TO GRADE (COTG) CLEAN DETAILS n 0 . a a� 0 a� is 0 Project Number: 591- 55 -77 Plan Series: HER- TRA -98 -1 _ Property Number: 591 - 5568 -77 Sheet Title: PLUMBING DETAILS G^e% P5.1 DROP FROM MAIN. SEE PLAN FOR SIZE. MANUAL MAIN — SHUT —OFF VALVE vem11.iTAaIa2 ` 16" SQUARE CONC. PAD TROWEL SMOOTH AND EDGE. WASTE LINE 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. CLEANOUT TO GRADE (COTG) CLEAN DETAILS n CU CU CU 1 8b 8a O D D - 50 ELECTRICAL D -1 DISCONNECTS ' -0' ° Z 100 MIN i1 M n a EH R -2 R -1 906 >; ® 107 108 1 a' Z � BETWEEN .- Z 103 104 R -1 D-6 JOISTS SEE D -7 12X30 180 SHEET S2.1 250 fl 112 8 x 102 R -1 R -2 "0 D -7 r r 6 22X12 X12 �� D - 2 EF 10X4 Q r 18 18X12 7 o ifl 113 240 8 „ 100 , 12X8 X , .. X 6 " 109 t JI 10 (6 o -E'v- 12X6 X D -7 S -1 R -4 ao - 6 "O 14X8 SA I 101 N X _ ., X6 � 12X � 230 ao 770 �' 10X4 F 00 8X12 � X W '-� —�- D_1 111 -10X6 EA 04 1 1 � 22X16 J 22X14 12X12 DUCT 50 D -4 28X12 24X12 105 14'X22 ACCESS DOOR 157 200 12X14 SA - Sa 16X10 SA !` f� 12X14 ' -'', 0 156 0 145 S -2 S -2 N J X 820 0 � 820 820 820 N X } ( 800 � I R -5 F � AIR FLOW ADJUSTMENT: Sb BELOW ORIENT HORIZONTAL BLADES TO 15' UPWARD DEFLECTION. SPREAD VERTICAL BLADES FOR EVEN FAN PATTERN - ROUGHLY ROSTRUM 1/3 STRAIGHT FORWARD CHAPEL 1/3 AT 45' TO LEFT 146 1/3 AT 45' TO RIGHT 147 TYPICAL FOR 14 F � R -5 8d BELOW O X R -9 S -2 ° 1- S -2 D 144 820 �' 820 ,1 1 2X1 4 M2.1 820 820 _ • n 0 0 142 D -4 190 8 "0- 10"o- D -7 230 SEPARATED FLOW RETURN AIR PLENUM SEE DETAIL A /M2.1 R -8 I F S -1 2.1 N 800 N F 8c 12X12 DUCT ACCESS DOOR S -1 750 136 D -3 BETWEEN 90 JOISTS SEE SHEET S2.1 TYPICAL IN AOOI 107,110,138 137 6 U fflT- t .• SYMBOL - SYMBOL DESCRIPTION 707 BRANCH DUCT TAKE -OFF I MANUAL VOLUME DAMPER F FLEX. CONNECTION 6' -0" MAX LENGTH -SEE E /M5.2 rr SINGLE THICKNESS TURNING VANES O DUCT SMOKE DETECTOR > DUCT TRANSITION SA SUPPLY AIR I MOTORIZED DAMPER O Il ��• ill OUTSIDE AIR yy LL EA EXHAUST AIR v T � m Ui L J D LO LnCc- ■�iili�� IN 1I oil � WMEGM &M 0 ICI 8X14 EF 8X14 6 IX 24X 10 - S -1 R -7 800 F 9a FOR SUPPORT OF HORIZONTAL FURNACE CULTURAL AND COOLING COILS CENTER SEE DETAILS A,B,C & 148 F /M5.2. TYPICAL CU CU CU Cu 9a 4 2 3 BACKDRAFT DAMPER TYPICAL ON • • • ® r.:► r::� r► :� I.:� 20X12 SA 26X1 2 12 X 6 7 � M.I.-I 4X6 - 12X12 DUCT 18X1 4 ACCESS DOOR ■ r 0 oil © .• . iulc �= ■ - :• :• © • _ { i ill EI • - �.' 'ice[• �� II11 /,',.'',. CULTURAL CENTER I w-w F1 4 • ® II II • OFF BOTTOM :• • • • II II DUCT SMOKE ® ® __ ® • DETECTOR IN RA 800 • D UCT. O . •�' i i I I •.'' ' • F 18X18 EA ■a� !�� • T O i illlf�[• �� ' 1��•� "�Ilit�t� BH v ® v •. - _I 1 � ,�■■ I ��� —� —■� rte` 24X1 2 PLENUM SAME D-6 F1374 D-7 12X12 DUCT I D-71 I D 71 R-3 ACCESS DOOR . • IIIF - ♦ • ■� �■ 1 ♦ A .I. I� '�1� L'J r�►.• ra►.� ra►.• r�► v.�i a.vi ri►i v..a R -2 R -1 90 ELECTRICAL - DISCONNECTS r r :o :c i N N L L E G E N D SYMBOL DESCRIPTION SYMBOL DESCRIPTION 707 BRANCH DUCT TAKE -OFF I MANUAL VOLUME DAMPER F FLEX. CONNECTION 6' -0" MAX LENGTH -SEE E /M5.2 rr SINGLE THICKNESS TURNING VANES O DUCT SMOKE DETECTOR > DUCT TRANSITION SA SUPPLY AIR I MOTORIZED DAMPER RA RETURN AIR OA OUTSIDE AIR I BACK DRAFT DAMPER EA EXHAUST AIR RC -1 EF 4 ELECTRICAL DISCONNECTS NOTES: 1- DO NOT USE DUCT LINER IN RETURN AIR DUCT RISERS IN 2X6 WALLS OF PERIMETER ROOMS AND ALL OUTSIDE AIR DUCTS. 2- WRAP ALL OUTSIDE AIR DUCTS WITH EXTERNAL INSULATION. 3- ALL DUCT DIMENSIONS SHOWN ARE CLEAR DIMENSIONS INSIDE DUCT LINER. 4- SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF GRILLES AND DIFFUSERS. 5- ALL PVC EQUIPMENT VENTS, PLUMBING VENTS, AND PENTHOUSE EXHAUST VENTS SHALL BE PAINTED TO MATCH ROOF COLOR. R -1 45 SQ. TO RND. TAKE OFF TYP. SEE DETAIL E /M5.2 DESIGN CONDITIONS OUTSIDE INSIDE WIN TER — 20OF 707 SUMMER 957 db, 637 wb 757 db, 647 wb a ASSOCIATES 0o ARCHITECTURE 1152 BOND AVISNOE - Suite A V 208.959.2309 NS103URG, IDAHO 83940 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING ', The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT, 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. MOFARLAND AR -2561 STATE OF IDAHO ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED SS1pNAL fN ESA SYSTEMS � ISTFR�,��y ASSOCIATES Q. 315 WEST CENTER 5 ry y� � POCA $32041DAH0 PHONE: (208) 233 -0501 `N E OF FAX: (208) 233 -0529 F C. SUO ESA JOB NUMBER 06031 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN MECHANICAL FLOOR PLAN Sheet: M1.1 cu cu F IR ] 0 0 F IRI c u cu cu cu 7 8d 8c 9b 10 6 5 SEE T /S2.6 FOR DETAIL D -7 WHERE PIPES PENETRATE MECHANICAL FLOOR PLAN NORTH 240 R -2 TOP PLATES. (TYPICAL) SCALE: 1/8"=l'-O" D -5 200 COORDINATE DUCT LOCATION WITH LADDER AND ELECTRICAL PANEL IN EQUIP. ACCESS PLAN D -5 200 I i i Im— I CV Er 0 O M' -I•"I > O Z � 0 Oz 0 r Q z i) H �D h v T � m Ui L J D LO LnCc- 2 X W rr � Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN MECHANICAL FLOOR PLAN Sheet: M1.1 cu cu F IR ] 0 0 F IRI c u cu cu cu 7 8d 8c 9b 10 6 5 SEE T /S2.6 FOR DETAIL D -7 WHERE PIPES PENETRATE MECHANICAL FLOOR PLAN NORTH 240 R -2 TOP PLATES. (TYPICAL) SCALE: 1/8"=l'-O" D -5 200 COORDINATE DUCT LOCATION WITH LADDER AND ELECTRICAL PANEL IN EQUIP. ACCESS PLAN D -5 200 I i i I w 0 U M' -I•"I > QUA x 0 r U� W H �D h v W O Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN MECHANICAL FLOOR PLAN Sheet: M1.1 cu cu F IR ] 0 0 F IRI c u cu cu cu 7 8d 8c 9b 10 6 5 SEE T /S2.6 FOR DETAIL D -7 WHERE PIPES PENETRATE MECHANICAL FLOOR PLAN NORTH 240 R -2 TOP PLATES. (TYPICAL) SCALE: 1/8"=l'-O" D -5 200 COORDINATE DUCT LOCATION WITH LADDER AND ELECTRICAL PANEL IN EQUIP. ACCESS PLAN D -5 200 I i i I 0 Q v I � � i o_ Q) Cd 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MAIN MECHANICAL FLOOR PLAN Sheet: M1.1 cu cu F IR ] 0 0 F IRI c u cu cu cu 7 8d 8c 9b 10 6 5 SEE T /S2.6 FOR DETAIL D -7 WHERE PIPES PENETRATE MECHANICAL FLOOR PLAN NORTH 240 R -2 TOP PLATES. (TYPICAL) SCALE: 1/8"=l'-O" D -5 200 COORDINATE DUCT LOCATION WITH LADDER AND ELECTRICAL PANEL IN EQUIP. ACCESS PLAN D -5 200 ��V` a ; ASSOCIATES �o ARCHITECTURE 1152 BOND AVIM — SWte A V 208.359.2309 RE aRM, IDAHO 89940 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 0 tV 0 0 co 0 8:; ASSOCIATES A. MCFARLAND AR -2561 STATE_ OF IDAHO L H GENERAL NOTE: 1. ALIGN FURNACE CONCENTRIC VENTS ON LONG BUILDING AXIS. OUTSIDE AIR BALANCE SCHEDULE MARK BALANCE TO CFM MARK BALANCE TO CFM Z w o � � F 1 250 F 5 o x F 8b � 0- Uvj 425 H H �D 380 8c � 9b 425 WO w 310 8d H GENERAL NOTE: 1. ALIGN FURNACE CONCENTRIC VENTS ON LONG BUILDING AXIS. OUTSIDE AIR BALANCE SCHEDULE MARK BALANCE TO CFM MARK BALANCE TO CFM MARK BALANCE TO CFM MARK BALANCE TO CFM F 1 250 F 5 260 T F 8b 480 F 9a 425 2 340 6 380 8c 480 9b 425 3 260 0 310 8d 480 1 p 410 4 300 8a 480 LO u) 1� REDUCED FLOW - VENTILATION REQUIREMENT FOR THIS ZONE IS SATISFIED WITH NATURAL VENTILATION THROUGH OPENABLE WINDOWS AND DOOR. BALANCE AT COOLING FAN SPEED. FROM OA MOTORIZED OA DAMPER. TRUNK DUCT (2- POSITI ON- OPEN /CLOSE) MANUAL OA DAMPER. BALANCE PER OUTS SCHEDULE SH SHEE BA LANCE 6X6 DUCT ACCESS TO FURNACE RA DUCT DOOR TYPICAL OUTSIDE AIR DUCT DET SCALE: NONE ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 S�ONAL f 1S T ERFo %Y�� a � 5762 F O q� 9r E �O P � NF C. Project Number: 591- 556 -77 Plan Series: HER- TRA - -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL EQUIPMENT ACCESS PLAN ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 Sheet: PHONE: (208) 233 -0501 I FAX: (208) 233 -0529 ESA JOB NUMBER 06031 N Q 0 O z � o° Joy. Q 0 LO U LL. T 0) Q X LIJ LLI J LO u) W X W m 0 a3 Project Number: 591- 556 -77 Plan Series: HER- TRA - -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL EQUIPMENT ACCESS PLAN ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 Sheet: PHONE: (208) 233 -0501 I FAX: (208) 233 -0529 ESA JOB NUMBER 06031 M1.2 SCALE: 1/8"=l'-O" N Q = O z � o° Joy. �o 0 LO LL. T 0) Q X LIJ LLI J LO U) cc W X W M1.2 SCALE: 1/8"=l'-O" OPENING RETURN I TO FURNA TYP. FOR PLANS FC (V d' 30" 20" CHAPEL RETURN AIR SCALE: NONE TURNING VANES (TYPICAL) SEE DETAIL T/S2.6 OR 12X14 SA PENETRATI OF • - P BY REFRIGERANT l . RA ,!*•� BEYOND -00000, 14X 14 OA 1OX12 RA 8 00 0 1 FQ i 20112 SA WIN Al I IN I����►.. ►�� 8111111/' � � �� iii • 12X14 SA 12X5 - IN WALL - ' 14X12 SA FOR ELEVATION AT BOTTOM OF DUCT SEE DETAIL B /A4.3 TYPICAL OF 8 TOP OF BEAM BEYOND MAINTAIN HEADR01 CLEARANCE. SEE ARCHITECURAL SECTION A /A3.3 RUN AS HIGH AS POSSIBLE L -3 12X12 DUCT — 18X18 OA ACCESS DOOR DUCT SMOKE DETECTOR IN RA DUCT BEYOND D JA F M2.1 8C 22X14 SA 24X12 00 o i ��� �= `n ��- ='1"1 I J x I 12X24 RA 14X12 SA 14X12 SA I hit[ J 0 0 I J _ RA PLENUM SAME DUCT SMOKE SIZE AS FURNACE I DETECTOR 14X12 SA F �_____� 26X26 RA 18X18 OA 11 I Ell JJ J J INLET 8d I I 18X18 14X22 SA i i i I OA I TURNING VANES I II i � II TYPICAL I II I II I 11 i I II CC RA PLENUM I II 14X20 RA 8d SAME SIZE AS i I � 20X14 RA I II FURNACE INLET BEYOND I I� II I 12X12 DUCT _ - - - I I ___ I I I � R -9 143 143 ACCESS DOOR i' -� R -8 143 F SEE DETAIL A /M2.1 FOR II R-8 RETURN AIR PLENUM DETAIL II/ III I:4 REFRIGERANT PIPING TO BE RUN UNDER ROOF TRUSSES SEE DETAIL D /M5.3 TYPICAL FOR F -1 SEC TION SCALE: 1/4"= 11 -011 D DUCT SMOKE DETECTOR IN RA DUCT BEYOND 0 N 0 O LO a 0- i L NOTE: ALL FURNACES, COOLING COILS, AND DRAIN PANS SHALL BE INSTALLED AT AN ELEVATION ABOVE THE FLOOR TO ALLOW CONDENSATE DRAIN LINES TO SLOPE TO CONDENSATE RECEIVERS. L N NOMEMMEN SCALE: 1 /4 11 =11 -0 11 TYPICAL FOR F -8a AND F -8b SECTION E - SCALE: 1/4"= l'-O SEE SECTION A /A3.1 SEE SECTION A /A3.1 —I SECTION F— SCALE: 1/4"= 1'-0 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED � P SYSTEMS � 1STE,pFD�yF� ASSOCIATES a 315 WEST CENTER 5 762 POCA 832041DAH0 PHONE: (208) 233 -0501 OF FAX: (208) 233 -0529 F C. S�0 ESA JOB NUMBER 06031 0 ° ASSOCIATES © o ARCHITECTURE 1152 BOND AYM - Suits A V 208.359.2309 RS>M=, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 - 9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT, 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES NT A. MCFARLAND AR -2561 STATE OF IDAHO M F_ 0 . Q U) N cr O = I° m m p z � o° z J (.0 00 18X26 OA 18X26 OA 1OX16 , CC = 24X12 9b 16X16 OA ❑ If = CC 24X 12 ❑ 16X16 OA t0 24X12 - / F I y L 10X16 I / x 9b I I I I 12X12 DUCT I ACCESS DOOR I �� 10 12X24 I �"' I 24X1 I I Q X ww � CIO LO Ln SUPPLY AIR I I X I I FULL SIZE I I I I OF OUTLET I I 24X12 RA I I I I BEYOND I I 135 R -7 �� - -�� II �� li it - -�I! it i , li 135 R -7 TYPICAL FOR F -9a L N NOMEMMEN SCALE: 1 /4 11 =11 -0 11 TYPICAL FOR F -8a AND F -8b SECTION E - SCALE: 1/4"= l'-O SEE SECTION A /A3.1 SEE SECTION A /A3.1 —I SECTION F— SCALE: 1/4"= 1'-0 ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED � P SYSTEMS � 1STE,pFD�yF� ASSOCIATES a 315 WEST CENTER 5 762 POCA 832041DAH0 PHONE: (208) 233 -0501 OF FAX: (208) 233 -0529 F C. S�0 ESA JOB NUMBER 06031 0 ° ASSOCIATES © o ARCHITECTURE 1152 BOND AYM - Suits A V 208.359.2309 RS>M=, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 - 9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT, 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES NT A. MCFARLAND AR -2561 STATE OF IDAHO V) W Z O cn o o U w CL H h H � w �D WO M F_ 0 . Q U) N cr O = I° m m p z � o° z J (.0 00 D r J cc r a) Q X ww � CIO LO Ln C _ G X W cc V) W Z O cn o o U w CL H h H � w �D WO Project Number: 591 - 556 - Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL SECTIONS Sheet: M2.1 PARTITION TO SEPARATE RETURN AIR FLOWS FROM EACH FURNACE OPENING FOR R -9 OPENING FOR R -8 CITES: 1- LINE INTERIOR OF PLENUM WITH ACCOUSTICAL DUCT LINER. 2- DIMENSIONS SHOWN ARE ACTUAL SHEET METAL. (THIS PLENUM ONLY). n �iL(; I IUNL SCALE. 1/4"= 1 -0 SECTION SCALE: 1/4"=l'-O" 0 . Q U) I° m m c� Project Number: 591 - 556 - Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL SECTIONS Sheet: M2.1 PARTITION TO SEPARATE RETURN AIR FLOWS FROM EACH FURNACE OPENING FOR R -9 OPENING FOR R -8 CITES: 1- LINE INTERIOR OF PLENUM WITH ACCOUSTICAL DUCT LINER. 2- DIMENSIONS SHOWN ARE ACTUAL SHEET METAL. (THIS PLENUM ONLY). n �iL(; I IUNL SCALE. 1/4"= 1 -0 SECTION SCALE: 1/4"=l'-O" COOLING COIL WALL SUPPLY —� AIR ALL REFRIGERANT PIPING —� CONNECTIONS AND DRAIN CONNECTIONS SHALL BE ON SAME SIDE AS FRONT OF FURNACE. FLEX.CONN. FILTER SECTION l_ WALL (TYP) II II RET. �— CENTERLINE OF AIR I) FURNACE DISCHARGE AND COOLING COIL u INLET. TRANSIZE FRONT OF AS NECESSARY FURNACE PLAN VIEW HORIZONTAL FURNACE AND COI ALIGNMENT DETAIL SCALE: NONE (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 D E_ TAIL SCALE: NONE 0 0 0 0 0 SCALE: NONE u7 L 1/8" THICK NEOPRENE GASKET FURNACE HINGE FULL HEIGHT OF DOOR FOR UPPER ATTACHMENT 2' SEE DETAIL E /M5.1 O 12 "0. C MA X IMUM 1 "X18 GAGE BAND CLAMP FASTE (TYPI( — MAX. SAG 1/2 PER FOOT OF SUPPORT SPACING. FLEXIBLE DUCT SUPPORT DETAIL SCALE: NONE BOTTOM CHORD OF TRUSSED RAFTER OR I JOIST 5/8" GYPSUM BOARD INSULATION 1 1/4" MIN. PENETRATION 2" DOUBLE SHEET METAL STRAP BACK OVER. 1" X 18 GAGE STRAP HANGERS AT 8' -0" SPACING. (1) #10 X 2" WOOD SCREWS ® EACH TRUSS CHORD (TYP.) •- ..•. 11 TRANSVERSE REINFORCING (1) AT JOINTS N rr MINIMUM ------ 0 z 0 . REINFORCING o° .- .- .--- .- ............... z o DIMENSION OF SHEET ANGLE SIZE r- (D o Ln rr LONGEST METAL GAGE AND MAXIMUM LONGITUDINAL Q X Lu W DRIVE m _ HH Ln � SIDE, (ALL SPACING a) INCHES FOUR BETWEEN MIN. SLIP SIDES) TRANSVERSE H. REIN - JOINTS & /OR IN. HEMMED ALTER'NT FORCED INTERMEDIATE PLAIN S SLIP BAR SLIP BAR SLIP REINFORCING S SLIP a� Cd RECOM- RECOM- RECOM- RECOM- 0 MENDED MENDED MENDED MENDED GAGE GAGE GAGE GAGE UP THRU 12 26 NONE REQUIRED 1 26 26 24 24 13 - 18 24 NONE REQUIRED 1 24 24 24 24 19 - 30 24 1 "X1 "X1 /8" ® 60 IN 1 - 24 24 24 31 - 36 22 1 "X1 "X1 8" ® 60 IN 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 D E_ TAIL SCALE: NONE 0 0 0 0 0 SCALE: NONE u7 L 1/8" THICK NEOPRENE GASKET FURNACE HINGE FULL HEIGHT OF DOOR FOR UPPER ATTACHMENT 2' SEE DETAIL E /M5.1 O 12 "0. C MA X IMUM 1 "X18 GAGE BAND CLAMP FASTE (TYPI( — MAX. SAG 1/2 PER FOOT OF SUPPORT SPACING. FLEXIBLE DUCT SUPPORT DETAIL SCALE: NONE BOTTOM CHORD OF TRUSSED RAFTER OR I JOIST 5/8" GYPSUM BOARD INSULATION 1 1/4" MIN. PENETRATION 2" DOUBLE SHEET METAL STRAP BACK OVER. 1" X 18 GAGE STRAP HANGERS AT 8' -0" SPACING. (1) #10 X 2" WOOD SCREWS ® EACH TRUSS CHORD (TYP.) T 1 11 DUCT STRAP HANGER DETAIL SCALE: NONE SUPPLY OR RETURN AIR DUCT BRANC CONNECTION DETAIL SCALE: NONE BRANCH -T (TYPICAL) DUCT LINER NOTE: ALL TRANSVERSE AND LONGITUDINAL EDGES OF LINER TO BE COATED WITH ADHESIVE. DUCT LINER DETAIL SCALE: NONE 1 /4 "X2 LAG SCI WI TH W) 31ST OR SSED RAFTER GYPSUM BOARD NNEL UPPER ATTACHMENT DETAIL SCALE: NONE ASSOCIATES 0o ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 BEEBUBG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 I ca; ASSOCIATES BR NT A. MCFARLAND AR -2561 STATE OF IDAHO •- ..•. 11 N rr ------ 0 z 0 . o° .- .- .--- .- ............... T 1 11 DUCT STRAP HANGER DETAIL SCALE: NONE SUPPLY OR RETURN AIR DUCT BRANC CONNECTION DETAIL SCALE: NONE BRANCH -T (TYPICAL) DUCT LINER NOTE: ALL TRANSVERSE AND LONGITUDINAL EDGES OF LINER TO BE COATED WITH ADHESIVE. DUCT LINER DETAIL SCALE: NONE 1 /4 "X2 LAG SCI WI TH W) 31ST OR SSED RAFTER GYPSUM BOARD NNEL UPPER ATTACHMENT DETAIL SCALE: NONE ASSOCIATES 0o ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 BEEBUBG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 I ca; ASSOCIATES BR NT A. MCFARLAND AR -2561 STATE OF IDAHO l cry w O o U xUlx C U V� w H H � w WO Z N rr 0 z 0 z o° z o - Cfl U r- (D o Ln rr r Q X Lu W m LO Ln � a) LLJ l cry w O o U xUlx C U V� w H H � w WO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -1 Property Number: 591- 5568 -77 Sheet Title: MECHANICAL DETAILS ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED �SS�pNAL £NC ESA SYSTEMS o f GIST�R iyF, ASSOCIATES 315 WEST CENTER 5762 POCA 832041DAH0 �pP��C,� PHONE: (208) 233 -0501 OF y�. FAX: (208) 233 -0529 ESA JOB NUMBER: Q (j Q 3 � Sheet: M5.1 12 "O.C.MAX. IN DIRECTION F AIR FLOW. F DUCT IS FABRICATED N AUTOMATED COIL LINE -IIS DIMENSION MAY BE ICREASED TO 14" MAX.) NOT MORE THAN 2" FROM EDGE OF LINER. P.1 II \ 11 1 I'll 1/1T EXTERNAL FILTER SECTION DETAIL n L=1/4 W (4" MINIMUM.) 0 a ' U N a) } O a� Cd 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -1 Property Number: 591- 5568 -77 Sheet Title: MECHANICAL DETAILS ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED �SS�pNAL £NC ESA SYSTEMS o f GIST�R iyF, ASSOCIATES 315 WEST CENTER 5762 POCA 832041DAH0 �pP��C,� PHONE: (208) 233 -0501 OF y�. FAX: (208) 233 -0529 ESA JOB NUMBER: Q (j Q 3 � Sheet: M5.1 12 "O.C.MAX. IN DIRECTION F AIR FLOW. F DUCT IS FABRICATED N AUTOMATED COIL LINE -IIS DIMENSION MAY BE ICREASED TO 14" MAX.) NOT MORE THAN 2" FROM EDGE OF LINER. P.1 II \ 11 1 I'll 1/1T EXTERNAL FILTER SECTION DETAIL n L=1/4 W (4" MINIMUM.) SEE UPPER ATTACHMENT DETAIL C /M5.2 AND F /M5.2 ALL REFRIGERANT PIPING CONNECTIONS AND DRAIN CONNECTIONS SHALL BE ON SAME SIDE AS FRONT OF FURNACE. CONDENSATE DRAIN. SEE DETAIL H /P5.1 CHANNEL SUPPORT FRAME AS REQUIRED. DRAIN PAN 2" BEYOND EQUIPMENT, HUNG FROM SUPPORT FRAME. WIDE RADIUS — ELBOW (TYPICAL) 12" MINIMUM HORIZONTAL OFFSET ON BOTH PIPES . FLEX CONNECTION FLEX CONNECTION VENT 7" ABOVE TRAP LEVEL NOTE: DRAIN PAN 2" ALL CHANNELS FOR SUPPORT BEYOND EQUIPMENT ARE 1 5/8" UNISTRUT P1000 HUNG FROM SUPPORT SLAB TYPE DX COOLING COIL SUPPORT DETAIL SCALE: NONE A I -JOIST SEE DETAIL F /M5.1. SWIVEL TYPE ATTACHMENT TO CHANNEL (UNISTRUT #M2137). TYPICAL AT ALL HANGER RODS. 1 5/8" CHANNEL (UNISTRUT P1000) I -JOIST (TYP.) MINIMUM 10 FT. LONG, 1 5/8" CHANNEL (UNISTRUT P1000) TO SPAN FIVE (5) I- JOISTS (TYP. OF 2) t t Z FASTEN UNISTRUT CHANNEL TO BOTTOM OF FIVE (5) I- JOISTS SEE DETAIL F /M5.1. GYPSUM BOARD 3/8" DIA. THREADED HANGER RODS DOWN TO FURNACE AND COOLING COIL AS REQUIRED. (TYPICAL) Jtla I I M 2 UPPER SUPPORT DETAIL FOR F- 1,F- 2,F- 4,F- 6,F- 7,F- 8,F- 9,F -10 SCALE: NONE EXHAUST u 12" MI ABOVE AVERA SNOW ACCUh FLASHI ROOF '4 n 0 D LO 0 IL * 1 00 0 di FRAMING. FURNACE CONDENSA TRAP AND DRAIN DO NOT COMBINE FURNACE AND COOLING COIL DRAINS WITH AUXILLIARY DRAIN PAN DRAINS A IR E FLOW u PIPE SIZE AS PER MANUFACTURERS RECOMMENDATIONS. SEE UPPER ATTACHMENT DETAILS C /M5.2 AND F /M5.2 VIBRATION ISOLATOR. TYPICAL FILTER FRAME EXTERNAL OF FURNACE. SEE DETAIL G /M5.1 DO NOT BLOCK FILTER ACCESS PANEL OR FURNACE ACCESS DOORS WITH HANGER RODS. FLEX. CONNECTION. TRANSITION MAY BE OMITTED IF DX COIL DIMENSIONS MATCH FURNACE DISCHARGE. CHANNEL CONTINUOUS SUPPORT UNDER ENTIRE LENGTH OF FURNACE AND COIL CHANNEL CROSS MEMBER DRAIN PAN 2" SUPPORT. TYP. OF 2. BEYOND EQUIPMENT CHANNEL CONTINUOUS HUNG FROM SUPPORT SUPPORT UNDER ENTIRE FRAMING. LENGTH OF FURNACE. TYPICAL OF 2. CHANNEL CROSS MEMBER SUPPORT. TYPICAL OF 3 PIPE TO CR DO NOT COMBINE FURNACE AND COOLING COIL DRAINS WITH AUXILLIARY DRAIN PAN DRAINS FURNA SUPPORT DETAIL NOTE: ALL CHANNELS FOR SUPPORT ARE 1 5/8" UNISTRUT P1000 FURNACE ONLY SCALE: NONE 20 GA. GALV. SLEEVE. ALLOW PIPING TO MOVE FREELY THRU- SLEEVE 2X2 BLOCKING AS REQUIRED FASTEN TO STRUCTURE SCREW (TYPICAL). 20 GA. GALV. SHEET METAL STRAP I -JOIST AIR B FLOW 24 GA. LOCKING QUADRANT HANDLE OR REMOTE CEILING OPERATOR WHERE DAMPER IS INACCESSIBLE RIGID ROUND DUCT OR DIFFUSER NYLON CLAMP OVER INSULATION COLLAR NYLON CLAMP OVER FLEX DUCT INSULATION FLEX. DUCT NOTE: USE EXTENSION KIT NECESSARY TO ACHEIVE CLEARANCE ABOVE SNOW LEVEL. CONCENTRIC ROOF TERMI NATION DETAIL SCALE: NONE SEE SECTION 1 XXZ � � NOTE: �— CEILING TAKE -OFFS SHOULD NOT BE INSTALLED CLOSER DIFFUSER SECTION THAN TWO WIDTHS TO ELBOWS OR INTERSECTIONS .O. NOTE: AREA OF A X B SHALL BE EQUAL TO 1.5 X AREA BRANCH DUCT SQUARE TO ROUND TAKE —OFF DETAIL SCALE: NONE ( UPPER SUPPORT DETAIL FOR F -3 AND F -5 WIDE RADIUS — ELBOW (TYPICAL) Keiji ivi FA:A DX COOLING COIL NOTE: ALL CHANNELS FOR SUPPORT ARE 1 5/8" UNISTRUT P1000 SCALE: NONE COOLING COIL BELOW 6 FT. LONG, MIMIMUM, 1 5/8" CHANNEL (UNISTRUT P1000) AS REQUIRED TO SUPPORT FURNACE AND COOLING COIL. (TYPICAL) TRUSSED RAFTER TYP. OF 4 FURNACE BELOW RIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS ATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED �SS�pNAL FNG ESA SYSTEMS o� STER�, �y�, ASSOCIATES a� �_P 315 WEST CENTER 5 762 POCA $32041DAH0 09��'�T PHONE: (208) 233 -0501 �� E OF y�C. FAX: (208) 233 - 0529 ESA JOB NUMBER 0 6 0 31 D ASSOCIATES © © oARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 2 - 14 3 5 M D ,� ASSOCIATES A. MCFARLAND AR -2561 Project Number: 591 - 556 -77 Plan Series: HE R- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL DETAILS Sheet: M5.2 45'TAP AND DAMPER ASSEMBLY IS PRE MANUFACTURED - SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. DO NOT FABRICATE IN SHOP OR FIELD. SWIVEL TYPE ATTACHME TO CHANNEL (UNISTRUT #M2137) TYPICAL AT AL HANGER RODS. RIGID ROUND DUCT SEE PLANS FOR LENGTH. WRAP WITH EXTERNAL INSULATION. SEE SECTION 1 II II II INSULATED FLEX DUCT. MAX LENGTH 6' -0" +�--� CHANNEL CROSS MEMBER c SUPPORT. TYP. OF 2. ALL REFRIGERANT PIPING CONNECTIONS AND DRAIN CONNECTIONS SHALL BE ON SAME SIDE AS FRONT OF FURNACE. FURNACE AND CASED DX COOLING COIL 12" MINIMUM HORIZONTAL OFFSET ON BOTH PIPES AIR ! FLOW PIPE SIZE AS PER MANUFACTURERS RECOMMENDATIONS. SEE UPPER ATTACHMENT DETAILS C /M5.2 AND F /M5.2 VIBRATION ISOLATOR. TYPICAL FILTER FRAME EXTERNAL OF FURNACE. SEE DETAIL G /M5.1 FLEX CONNECTION DO NOT BLOCK FILTER ACCESS PANEL OR FURNACE ACCESS DOORS WITH HANGER RODS. u BOTTOM CHORD OF TRUSSED RAFTER. FASTEN UNISTRUT CHANNEL TO BOTTOM CHORD OF TRUSSED RAFTER. SEE DETAIL F /M5.1. GYPSUM BOARD CHANNEL CONTINUOUS SUPPORT UNDER ENTIRE LENGTH OF FURNACE. PIPE TO CR DO NOT COMBINE FURNACE AND COOLING COIL DRAINS WITH AUXILLIARY DRAIN PAN DRAINS 1 5/8" CHANNEL (UNISTRUT P1000) TO SPAN FOUR (4) TRUSSED RAFTERS. HREADED HANGER RODS DOWN TO FURNACE AND COOLING COIL AS REQUIRED (TYPICAL) SECTIDN- H � w O I N � o xU9� 0 CIL U p z � o° J 0 Imo z o WO C9 0 Lf') L D 1• Q CO m w w Lo � Ln � � — m � C G X a� w ° Project Number: 591 - 556 -77 Plan Series: HE R- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL DETAILS Sheet: M5.2 45'TAP AND DAMPER ASSEMBLY IS PRE MANUFACTURED - SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. DO NOT FABRICATE IN SHOP OR FIELD. SWIVEL TYPE ATTACHME TO CHANNEL (UNISTRUT #M2137) TYPICAL AT AL HANGER RODS. RIGID ROUND DUCT SEE PLANS FOR LENGTH. WRAP WITH EXTERNAL INSULATION. SEE SECTION 1 II II II INSULATED FLEX DUCT. MAX LENGTH 6' -0" +�--� CHANNEL CROSS MEMBER c SUPPORT. TYP. OF 2. ALL REFRIGERANT PIPING CONNECTIONS AND DRAIN CONNECTIONS SHALL BE ON SAME SIDE AS FRONT OF FURNACE. FURNACE AND CASED DX COOLING COIL 12" MINIMUM HORIZONTAL OFFSET ON BOTH PIPES AIR ! FLOW PIPE SIZE AS PER MANUFACTURERS RECOMMENDATIONS. SEE UPPER ATTACHMENT DETAILS C /M5.2 AND F /M5.2 VIBRATION ISOLATOR. TYPICAL FILTER FRAME EXTERNAL OF FURNACE. SEE DETAIL G /M5.1 FLEX CONNECTION DO NOT BLOCK FILTER ACCESS PANEL OR FURNACE ACCESS DOORS WITH HANGER RODS. u BOTTOM CHORD OF TRUSSED RAFTER. FASTEN UNISTRUT CHANNEL TO BOTTOM CHORD OF TRUSSED RAFTER. SEE DETAIL F /M5.1. GYPSUM BOARD CHANNEL CONTINUOUS SUPPORT UNDER ENTIRE LENGTH OF FURNACE. PIPE TO CR DO NOT COMBINE FURNACE AND COOLING COIL DRAINS WITH AUXILLIARY DRAIN PAN DRAINS 1 5/8" CHANNEL (UNISTRUT P1000) TO SPAN FOUR (4) TRUSSED RAFTERS. HREADED HANGER RODS DOWN TO FURNACE AND COOLING COIL AS REQUIRED (TYPICAL) SECTIDN- H � w O I Z o U o xU9� CIL U F H C� WO w Project Number: 591 - 556 -77 Plan Series: HE R- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL DETAILS Sheet: M5.2 45'TAP AND DAMPER ASSEMBLY IS PRE MANUFACTURED - SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. DO NOT FABRICATE IN SHOP OR FIELD. SWIVEL TYPE ATTACHME TO CHANNEL (UNISTRUT #M2137) TYPICAL AT AL HANGER RODS. RIGID ROUND DUCT SEE PLANS FOR LENGTH. WRAP WITH EXTERNAL INSULATION. SEE SECTION 1 II II II INSULATED FLEX DUCT. MAX LENGTH 6' -0" +�--� CHANNEL CROSS MEMBER c SUPPORT. TYP. OF 2. ALL REFRIGERANT PIPING CONNECTIONS AND DRAIN CONNECTIONS SHALL BE ON SAME SIDE AS FRONT OF FURNACE. FURNACE AND CASED DX COOLING COIL 12" MINIMUM HORIZONTAL OFFSET ON BOTH PIPES AIR ! FLOW PIPE SIZE AS PER MANUFACTURERS RECOMMENDATIONS. SEE UPPER ATTACHMENT DETAILS C /M5.2 AND F /M5.2 VIBRATION ISOLATOR. TYPICAL FILTER FRAME EXTERNAL OF FURNACE. SEE DETAIL G /M5.1 FLEX CONNECTION DO NOT BLOCK FILTER ACCESS PANEL OR FURNACE ACCESS DOORS WITH HANGER RODS. u BOTTOM CHORD OF TRUSSED RAFTER. FASTEN UNISTRUT CHANNEL TO BOTTOM CHORD OF TRUSSED RAFTER. SEE DETAIL F /M5.1. GYPSUM BOARD CHANNEL CONTINUOUS SUPPORT UNDER ENTIRE LENGTH OF FURNACE. PIPE TO CR DO NOT COMBINE FURNACE AND COOLING COIL DRAINS WITH AUXILLIARY DRAIN PAN DRAINS 1 5/8" CHANNEL (UNISTRUT P1000) TO SPAN FOUR (4) TRUSSED RAFTERS. HREADED HANGER RODS DOWN TO FURNACE AND COOLING COIL AS REQUIRED (TYPICAL) SECTIDN- I 0 v a� ° Ca i cz Project Number: 591 - 556 -77 Plan Series: HE R- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL DETAILS Sheet: M5.2 45'TAP AND DAMPER ASSEMBLY IS PRE MANUFACTURED - SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. DO NOT FABRICATE IN SHOP OR FIELD. SWIVEL TYPE ATTACHME TO CHANNEL (UNISTRUT #M2137) TYPICAL AT AL HANGER RODS. RIGID ROUND DUCT SEE PLANS FOR LENGTH. WRAP WITH EXTERNAL INSULATION. SEE SECTION 1 II II II INSULATED FLEX DUCT. MAX LENGTH 6' -0" +�--� CHANNEL CROSS MEMBER c SUPPORT. TYP. OF 2. ALL REFRIGERANT PIPING CONNECTIONS AND DRAIN CONNECTIONS SHALL BE ON SAME SIDE AS FRONT OF FURNACE. FURNACE AND CASED DX COOLING COIL 12" MINIMUM HORIZONTAL OFFSET ON BOTH PIPES AIR ! FLOW PIPE SIZE AS PER MANUFACTURERS RECOMMENDATIONS. SEE UPPER ATTACHMENT DETAILS C /M5.2 AND F /M5.2 VIBRATION ISOLATOR. TYPICAL FILTER FRAME EXTERNAL OF FURNACE. SEE DETAIL G /M5.1 FLEX CONNECTION DO NOT BLOCK FILTER ACCESS PANEL OR FURNACE ACCESS DOORS WITH HANGER RODS. u BOTTOM CHORD OF TRUSSED RAFTER. FASTEN UNISTRUT CHANNEL TO BOTTOM CHORD OF TRUSSED RAFTER. SEE DETAIL F /M5.1. GYPSUM BOARD CHANNEL CONTINUOUS SUPPORT UNDER ENTIRE LENGTH OF FURNACE. PIPE TO CR DO NOT COMBINE FURNACE AND COOLING COIL DRAINS WITH AUXILLIARY DRAIN PAN DRAINS 1 5/8" CHANNEL (UNISTRUT P1000) TO SPAN FOUR (4) TRUSSED RAFTERS. HREADED HANGER RODS DOWN TO FURNACE AND COOLING COIL AS REQUIRED (TYPICAL) SECTIDN- FACE BRICk SUCTION LII INSULATION SUPPORT SEE DETAIL E /M5.3 BUTT INSUL OF SUCTIOP AGAINST CL ASSEMBLY SECURE REI PIPING TO WITH "CUSF BY "HYDRA EQUAL. NOTE: LIQUID LINE SIMILAR REFRIGERANT PIPE SUPPO AT WALL SCALE: NONE UNISTRUT PIPE CLAMP (TYP.) BUTT INSULATION OF - SUCTION LINE AGAINST CLAMP ASSEMBLY w > - - - - -- -- „-- „—�, -- PITCH 12 SECURE REFRIGERANT PIPING TO SUPPORTS WITH "HYDRA —ZORB” "CUSH —A— CLAMP" OR EQUAL (TYPICAL) 18 GAUGE GALVANIZED SHEET METAL PROTECTIVE COVER WITH 24 GA PREFINISHED METAL SKIN RUN FROM CONDENSING UNIT TO BUILDING. COLOR OF PREFINISHED METAL TO BE SELECTED BY THE ARCHITECT 1 5/8" X 1 5/8" UNISTRUT CHANNEL (GALVANIZED) (TYP.) CONCRETE THERMOS BULB C.7 �S 0 0 c0 0 I -, 0 D D. L D D Db D D D SEE COIL CONNECTION DETAIL B /M5.3 L 1 I S SEE DETAIL C /M5.3 (TYP) ROUTE UNDER ROOF TRUSSES INSIDE EXTERIOR WALL TYPICAL REFRIGERANT SCHEME SCALE: NONE SLEEVE THRU WALL SEE DETAIL D /M5.3 MOUNT WITHIN 6" OF WALL SEE DETAIL E /M5.3 FILTER DRYER SIGHT GLASS PROVIDE VIBRATION ISOLATORS UNDERNEATH UNITS. SEE SPECIFICATIONS THERMOSTATIC EXPANSION VALVE EQUALIZING LINE THERMOSTATIC BULB TO BE AS CLOSE TO COIL AS POSSIBLE NOT ALLOWED ON VERTICAL LINES CLAMP RAP SUCTION LI THERMAL BULB IIVI♦ EXTERIOR REFRIGERANT PIPE SUPPORT DETAIL SCALE: NONE M CL r` 0 REFRIGERANT COIL CONNECTION DETAIL SCALE: NONE BEGINNING AT THIS POINT, PIPING SHALL SLOPE TO AIR COOLED CONDENSING UNIT AT A MINIMUM SLOPE OF 1 INCH / 10 FEET SEE DETAIL C /M5.3 (TYP) i i REFRIGERANT LINE SIZES UNIT LIQUID SUCTION REMARKS ffi 1/2- N rr 1 1/8" 5 TONS CC 2 1/2" = 1 1/8" 5 TONS CC 3 1/2" 1 1/8" 3 TONS CC 4 1/2" 1 1/8" 3 TONS CC 5 1 /2 00 1 1/8" 3 TONS CC 6 1/2" Ln � � d- 1 1 /8 99 5 TONS CC 1 /2pp X 1 1/8" 5 TONS 7 CC 8a 1/2" 1 1/8 4 TONS CC 8b 1/2 1 1 /8 10 4 TONS CC 1/2 1 1/8" 4 TONS 8c CC 8d 1/2 1 1/8" 4 TONS CC 9a 1/2' 1 1/8" 4 TONS CC 9b 1/2" 1 1/8" 4 TONS CC 10 1/2' 0 1 1/8" 4 TONS ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED �SS�pNAI £NG ESA SYSTEMS � \S 1.R p ASSOCIATES Q 315 WEST CENTER 5762 POCA 8 3 041DAH0 4 9��gT � PHONE: (208) 233 -0501 , FAX: (208) 233 -0529 ESA ,106 NUMBER: Q 6 � 31 ASSOCIATES © o ARCHITECTURE 1152 BOND AVM - Suite A V 208.369.2309 RSXBIIRG, IDAHO 83490 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 �R. \ASSOCIATES A. MCFARLAND AR -2561 11 1 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: REFRIGERANT DETAILS AND ISOMETRIC Sheet: M5.3 INTERIOR WALL RUN PIPE IN N TERIOR NALL. SEE r /S2.6 FOR 3LOCKING AT rOP OF WALL NHERE PIPES ) ENETRATE rOP PLATES. 5/4 10 ) IPE SLEEVE THRU NALL. SEAL ALL AROUND. INSULATION 0l� SUCTION LINES HANGER RODS TYPICAL REFRII PIPE IN MECHA..._ ,_ ROOM OR CEILING SPACE. SEE DETAIL F /M5.1 FOR HANGER DETAIL BUTT INSULATION OF SUCTION LINE AGAINST CLAMP ASSEMBLY SECURE REFRIGERANT PIPING TO SUPPORTS WITH "HYDRA— ZORB ", "CUSH —A— CLAMP" OR EQUAL (TYPICAL) I V00 "UNISTRUT" CHANNEL OR EQUAL. (TYPICAL) SUSPENDED REFRIGERANT PIPE SUPPORT AT CEILING SCALE: NONE REFRIGERANT PIPING LEGEND Z D E S C R I P T 1 0 N EXPANSION VALVE. SEE DETAIL M5.3 w�'z 0 N rr FILTER DRIER Q) xU� O EXTERIOR PIPE SUPPORT. SEE DETAIL M5.3 = O z r-_ 0= H C/� zo _ LO 0 L0 cc_ T U Q X ww � m U-) Ln � � d- — c G X a� W rr 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: REFRIGERANT DETAILS AND ISOMETRIC Sheet: M5.3 INTERIOR WALL RUN PIPE IN N TERIOR NALL. SEE r /S2.6 FOR 3LOCKING AT rOP OF WALL NHERE PIPES ) ENETRATE rOP PLATES. 5/4 10 ) IPE SLEEVE THRU NALL. SEAL ALL AROUND. INSULATION 0l� SUCTION LINES HANGER RODS TYPICAL REFRII PIPE IN MECHA..._ ,_ ROOM OR CEILING SPACE. SEE DETAIL F /M5.1 FOR HANGER DETAIL BUTT INSULATION OF SUCTION LINE AGAINST CLAMP ASSEMBLY SECURE REFRIGERANT PIPING TO SUPPORTS WITH "HYDRA— ZORB ", "CUSH —A— CLAMP" OR EQUAL (TYPICAL) I V00 "UNISTRUT" CHANNEL OR EQUAL. (TYPICAL) SUSPENDED REFRIGERANT PIPE SUPPORT AT CEILING SCALE: NONE REFRIGERANT PIPING LEGEND S Y M B O L D E S C R I P T 1 0 N EXPANSION VALVE. SEE DETAIL M5.3 w�'z 0 FLEXIBLE CONNECTION 0 U FILTER DRIER Q) xU� EXTERIOR PIPE SUPPORT. SEE DETAIL M5.3 n U TRAP. ONE PIECE FACTORY FABRICATED w H H S� H C/� / Wo w �1 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: REFRIGERANT DETAILS AND ISOMETRIC Sheet: M5.3 INTERIOR WALL RUN PIPE IN N TERIOR NALL. SEE r /S2.6 FOR 3LOCKING AT rOP OF WALL NHERE PIPES ) ENETRATE rOP PLATES. 5/4 10 ) IPE SLEEVE THRU NALL. SEAL ALL AROUND. INSULATION 0l� SUCTION LINES HANGER RODS TYPICAL REFRII PIPE IN MECHA..._ ,_ ROOM OR CEILING SPACE. SEE DETAIL F /M5.1 FOR HANGER DETAIL BUTT INSULATION OF SUCTION LINE AGAINST CLAMP ASSEMBLY SECURE REFRIGERANT PIPING TO SUPPORTS WITH "HYDRA— ZORB ", "CUSH —A— CLAMP" OR EQUAL (TYPICAL) I V00 "UNISTRUT" CHANNEL OR EQUAL. (TYPICAL) SUSPENDED REFRIGERANT PIPE SUPPORT AT CEILING SCALE: NONE REFRIGERANT PIPING LEGEND S Y M B O L D E S C R I P T 1 0 N EXPANSION VALVE. SEE DETAIL M5.3 MOISTURE INDICATING SIGHT GLASS FLEXIBLE CONNECTION FILTER DRIER PIPE SUPPORT. SEE DETAILS C D M5.3 M5.3 EXTERIOR PIPE SUPPORT. SEE DETAIL M5.3 0 . TRAP. ONE PIECE FACTORY FABRICATED DIRECTION OF SLOPE DOWN S� SUCTION LINE / / L LIQUID LINE U a� 0 0 a� o co Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: REFRIGERANT DETAILS AND ISOMETRIC Sheet: M5.3 INTERIOR WALL RUN PIPE IN N TERIOR NALL. SEE r /S2.6 FOR 3LOCKING AT rOP OF WALL NHERE PIPES ) ENETRATE rOP PLATES. 5/4 10 ) IPE SLEEVE THRU NALL. SEAL ALL AROUND. INSULATION 0l� SUCTION LINES HANGER RODS TYPICAL REFRII PIPE IN MECHA..._ ,_ ROOM OR CEILING SPACE. SEE DETAIL F /M5.1 FOR HANGER DETAIL BUTT INSULATION OF SUCTION LINE AGAINST CLAMP ASSEMBLY SECURE REFRIGERANT PIPING TO SUPPORTS WITH "HYDRA— ZORB ", "CUSH —A— CLAMP" OR EQUAL (TYPICAL) I V00 "UNISTRUT" CHANNEL OR EQUAL. (TYPICAL) SUSPENDED REFRIGERANT PIPE SUPPORT AT CEILING SCALE: NONE REFRIGERANT PIPING LEGEND S Y M B O L D E S C R I P T 1 0 N EXPANSION VALVE. SEE DETAIL M5.3 MOISTURE INDICATING SIGHT GLASS FLEXIBLE CONNECTION FILTER DRIER PIPE SUPPORT. SEE DETAILS C D M5.3 M5.3 EXTERIOR PIPE SUPPORT. SEE DETAIL M5.3 K TRAP. ONE PIECE FACTORY FABRICATED DIRECTION OF SLOPE DOWN S� SUCTION LINE / / L LIQUID LINE ANGLE IRON UNISTRUT P1026 TYPICAL OF 4 1 + MINIMUM 0 EXHAUST FAN SCHEDULE EDULE MARK S E R V E S R 0 0 M MIN. T STATIC PRESSURE MINIMUM R E M A R K S OUTPUT MINIMUM S.C.F.M. IN. W. G. WATTS 6 0 EF MEN'S RESTROOM 153 450 0.25 420W DAMPER BACK -DRAFT 1.7 F 93,000 1900 0.65 3/4 EF 2 WOMEN'S RESTROOM 152 450 0.25 420W PROVIDE BACK -DRAFT DAMPER 0.65 3/4 HIGH o 1.4 2 F EF 3 MOTHER'S ROOM 119 70 0.3 81 W SET HEATING FAN SPEED PER MANUFACTURER EF 4 TODDLERS RESTROOM 127 75 0.3 81 W 21.8 EF 5 SERVING AREA 114 200 0.4 155W PROVIDE BACK -DRAFT DAMPER CC 5 RECOMMENDATION. 4 62,000 1200 0.65 EF 6 CUSTODIAN 111 70 0.3 81 W PROVIDE BACK -DRAFT DAMPER 4 21.8 1.4 D -8 F LOW 48,000 O7 EF 7 RESTROOM 157 75 0.3 81 W PROVIDE BACK -DRAFT DAMPER HIGH 72,000 50.0 33.4 81.0 67.4 2000 1� SET BALANCE DAMPERS SHOWN ON M1.1 TO CFM LISTED CONTROL BY DIVISION 16. 3 0 ca D 6- LO D (3 ) VOLTAGE IS 115V/1 PHASE /60HZ FURNACE SCHEDULE MARK MIN.REQ'D CFM KW M 0 T 0 R ® O3 MARK OUTPUT MINIMUM EXT. S P R E M A R K S WIDTH 6 0 30.1 BTU /HR S.C.F.M. IN.W.G. MI HIMPUM SPEED 30.1 1.7 F 93,000 1900 0.65 3/4 HIGH o 4 1 F 93,000 1900 0.65 3/4 HIGH o 1.4 2 F LOW 48,000 O COOL 1200 0.65 1/3 COOL HIGH SET HEATING FAN SPEED PER MANUFACTURER 3 HIGH 72,000 0.28 CU 8a 4 21.8 1.4 81.3 CU 8b 4 21.8 1.4 CC 5 RECOMMENDATION. 4 62,000 1200 0.65 1/3 5 MOW 21.8 1.4 42.5 CU 9a 4 21.8 1.4 D -8 F LOW 48,000 O7 COOL 1200 0.65 1/3 COOL HIGH SET HEATING FAN SPEED PER MANUFACTURER 5 HIGH 72,000 50.0 33.4 81.0 67.4 2000 0.28 SA CC 8b 50.0 33.4 81.0 RECOMMENDATION. F 93,000 1900 0.65 3/4 HIGH o 81.0 6 F 93,000 1900 0.65 3/4 HIGH o 81.0 7 F 83,000 1640 0.66 1/2 MED. 81.9 8a 1600 0.28 270 CC 9b HIGH 29.2 F 8b 83,000 1640 0.66 1/2 MED. o HIGH LOUVER OA 1490 -1650 48X36 ®12 13 10 F 83,000 1640 0.66 1/2 MED. N/A 8c NOT CONNECTED TO DUCTWORK SEE HIGH F 83,000 1640 0.66 1/2 MED. 8d HIGH F 83,000 1600 0.66 1/2 MED. o 9a HIGH 9b 83,000 1600 0.66 1/2 5 HIGH 1 83,000 1600 0.66 1/2 HIGH O SEA LEVEL RATING 20 FURNACE MARKS CORRESPOND WITH CONDENSING UNIT AND COOLING COIL MARKS. 03 SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS ® ELECTRICAL CHARACTERISTICS - MOTOR: 115V /1PHASE /6OHZ MAY VARY ACCORDING TO MANUFACTURER. INSTALL NECESSARY JUMPERS SO THAT FAN OPERATES ONLY AT COOLING SPEED WHENEVER FAN CIRCUIT IS ENERGIZED. © SET FAN MOTOR SPEED TAP TO LOWEST POSSIBLE SETTING REQUIRED TO ACHIEVE DESIGN AIR FLOW. 7� TWO STAGE HEATING FURNACE. ELECT. BOOSTER HEAT DUCT HEATER SCHEDULE MARK SERVES ROOM CFM KW VOLTS PHASE HTG. STAGES CONTROL VOLTAGE DUCT 1O DIMENSIONS CONTROL OPTION REMARKS WIDTH 1HEIGHT 30.1 1.7 50 CU 2 5 30.1 1.7 6 "0 CU 3 3 BH 134 280 4 208 1 1 24 8 12 2O 1.4 1� CLEAR DIMENSIONS INSIDE INTERIOR INSULATION. FIELD VERIFY DIMENSIONS BEFORE ORDERING DUCT HEATER. �2 SEE SHEET ME2.2 NO 1- THE MECHANICAL CONTRACTOR SHALL VERIFY MOTOR VOLTAGES WITH THE ELECTRICAL DRAWINGS BEFORE ORDERING MOTORIZED EQUIPMENT AND CONTROLS. MOTOR NAME PLATE VOLTAGE SHALL BE NEMA STANDARD 200 VOLT FOR 208 VOLT THREE PHASE SYSTEM AND SHALL BE NEMA STANDARD 230 VOLT FOR 240 VOLT THREE PHASE OR SINGLE PHASE SYSTEM. STARTER HEATERS INSTALLED SHALL BE COORDINATED WITH THE NAME PLATE DATA. 2- S.C.F.M. LISTED IS STANDARD AIR. Too AIR COOLED CONDENSING UNIT SCHEDULE MARK MIN. NOMINAL SIZE COMPRESSOR RATED LOAD FAN FULL LOAD R E M A R K S 2 O (TONS) AMPS AMPS R E M A R K S CU 1 5 30.1 1.7 50 CU 2 5 30.1 1.7 6 "0 CU 3 3 16.6 1.4 41.9 CU 4 3 16.6 1.4 ROOM 159 CU 5 3 16.6 1.4 65.1 CU 6 5 30.1 1.7 35.8 CU 7 5 30.1 1.7 0.28 CU 8a 4 21.8 1.4 81.3 CU 8b 4 21.8 1.4 CC 5 CU 8c 4 21.8 1.4 1200 CU 8d 4 21.8 1.4 42.5 CU 9a 4 21.8 1.4 D -8 CU 9b 4 21.8 1.4 66.3 CU 10 4 21.8 1.4 50.0 1� REFRIGERANT R410a �2 AT DESIGN CONDITIONS AND 105 - F ENTERING AIR TEMPERATURE TO CONDENSER. �3 CONDENSING UNIT MARKS CORRESPOND WITH COOLING COIL AND FURNACE MARKS. ® SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. �5 ELECTRICAL CHARACTERISTICS - COMPRESSOR: 208V/1 PHASE /60HZ COMPLETE WITH FACTORY COIL BOX AND COIL 2� SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. �3 WET COIL ELECTRIC WALL HEATER SCHEDULE COOLING COIL SCHEDULE MARK MIN. REQ'D. CAP. COND.ENT.EVAP. C. F. MAX. ) 2 O OUTPUT S. M. PR. DR. R E M A R K S 6X6 6 "0 2 WAY A® ❑ ®B 50 TOT.MBH SEN.MBH DB 'F WB 'F 6 "0 IN.W.G. FIRE RISER CC 1 51.9 41.9 78.3 64.2 1900 0.26 ROOM 159 CC 2 51.4 37.6 79.7 65.1 1900 0.26 8 "0 CC 3 35.8 28.3 80.4 67.0 1200 0.28 8 "0 CC 4 36.1 28.7 81.3 67.5 1200 0.25 [ R-7 CC 5 35.8 28.3 80.4 67.0 1200 0.28 220 - 300 CC 6 57.7 42.5 80.3 67.0 1900 0.26 D -8 CC 7 57.6 45.0 79.1 66.3 1900 0.26 S -1 CC 8a 50.0 33.4 81.0 67.4 2000 0.28 SA CC 8b 50.0 33.4 81.0 67.4 2000 0.28 10x10 CC 8c 50.0 33.4 81.0 67.4 2000 0.28 CC 8d 50.0 33.4 81.0 67.4 2000 0.28 EA CC 9a 43.9 29.2 81.9 67.8 1600 0.28 270 CC 9b 43.9 29.2 81.9 67.8 1600 0.28 ®12 13 CC LOUVER OA 1490 -1650 48X36 ®12 13 10 42.2 28.1 81.6 67.7 1600 0.28 N/A COMPLETE WITH FACTORY COIL BOX AND COIL 2� SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. �3 WET COIL ELECTRIC WALL HEATER SCHEDULE MARK O C.F.M. RANGE KW ELECTRICAL BLOW MARK SERVES OUTPUT REMARKS D -1 50 - 125 6X6 6 "0 2 WAY A® ❑ ®B 50 0 HERTZ VOLTS AMPS 6 "0 EH FIRE RISER 3 1 60 208 14.4 COMPLETE WITH 111 ROOM 159 ®A -4[;>B RA 230 -280 10X10 D -4 THERMOSTAT CONTROL DIFFUSER SCHEDULE 00 MARK O C.F.M. RANGE DIFFUSER SIZE NECK 10 CONN. BLOW PATTERN AIR DIST. /SIDE A B ( %) D -1 50 - 125 6X6 6 "0 2 WAY A® ❑ ®B 50 50 D -2 50 -125 6X6 6 "0 3 WAY AA ®a ®B 38 31 LU D -3 50 - 125 6X6 6 "� 4 WAY ®A -4[;>B RA 230 -280 10X10 D -4 170 - 200 9X9 8 "0 1 WAY A ®� 100 0 D -5 120 - 200 9X9 8 "0 3 WAY AA ®� ®B 38 31 540 16X16 [ R-7 SIDEWALL O5 © RA ®A 22X22 11 R SIDEWALL 220 - 300 12X12 10 "0 4 WAY 4[;>B 25 25 800 D -8 350 - 540 12X12 12 "0 4 WAY AA 4[;>B 25 25 S -1 SIDEWALL O SA 750 -800 24X10 9� S -2 SIDEWALL O SA D _ 6 270 9X9 8' 4 WAY -<;>B 25 25 SIDEWALL 5U © D _ 6 270 9X9 8' 4 WAY -<;>B 25 25 SIDEWALL 5U © REGI STER, LOU VER & GRILLE SCHEDULE MARK T Y P E SERVICE RANGE 1 NOMINAL L REMARKS 3 R -1 SIDEWALL 5U © RA 70 -190 12X8 SERVICED BY 12X5 11 UNLINED R.A. DUCT I = p z WALL R - 2 SIDEWALL © RA 200 -300 12X10 SERVICED BY 12X5 11 UNLINED R.A. DUCT I LU 0 o WALL R -3 CEILING ® RA 230 -280 10X10 R -4 CEILING ® RA 300 -350 12X12 R -5 CEILING ® RA 960 -1070 20X24 R -6 CEILING ® RA 540 16X16 [ R-7 SIDEWALL O5 © RA 1600 22X22 11 R SIDEWALL RA 3,200 48X24 11 R SIDEWALL RA 800 12X24 11 R -1 CEILING TRANSFER 300 12X12 S -1 SIDEWALL O SA 750 -800 24X10 9� S -2 SIDEWALL O SA 820 36X10 9O RC -1 ROOF CAP I EA 150 10x10 ® 13 - SG-1 F SOFFIT GRILLE o OA 480 30X24 ®13 MAX ALLOWABLE El PENTHOUSE EA 975 18X18 PRESS. DROP: 0.08" WC 12 T® L-1 LOUVER EA 270 12X30 ® 12 13 :L-]2 LOUVER OA 250 -310 12X24 ®12 13 L -3 LOUVER OA 1490 -1650 48X36 ®12 13 ON STORAGE BLDG. L LOUVER ARCHITECT N/A 12X12 NOT CONNECTED TO DUCTWORK SEE SHEET A7.4 ®13 REGISTER, LOUVER AND DIFFUSER SCHEDULE NOTES: 1� MAXIMUM NC =25 ® MAXIMUM CFM NOTED. SHALL BE TITUS TDC TYPE 6 OR EQUAL BY OTHER APPROVED MANUFACTURERS. (SEE SPECIFICATIONS) 0 SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. ® FINISH SHALL BE OFF -WHITE BAKED ENAMEL. 5� BAKED ENAMEL FINISH WITH COLOR AS DIRECTED BY ARCH. ® RETURN AIR GRILLE TO BE MOUNTED 8" FROM FLOOR TO ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS BOTTOM EDGE OF GRILLES. DATE ORIGINAL SIGNED: May 16, 2006 �7 BAKED ENAMEL FINISH TO MATCH ROOF COLOR OR ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES COLOR AS DIRECTED BY ARCHITECT. ® PROVIDE ALUMINUM BIRD SCREENS. 315 WEST CENTER, POCATELLO, IDAHO 83204 O9 SET REGISTER BLADES FOR 15' UPWARD DEFLECTION. ENGINEERED S \ONAL £ ESA SYSTEMS 0 IF DUCT SIZE S D NECK FFERENT NECK S IZE. ISTE ASSOCIATES IZEEX DUCT � a 315 WEST CENTER 11 BLADE ORIENTATION SHALL BE HORIZONTAL 5''762 POCA EL 0, IDAHO @2 MAX. ACCEPTABLE FACE VELOCITY �14 PHONE: (208) 233 - 0501 THROUGH NET FREE AREA: 400 FT /MIN. 9�- l£ OF \ � `��' C. v FAX: (208) 233 -0529 03 FINISH COLOR AS DIRECTED BY ARCHITECT S ESA JOB NUMBER 06031 ASSOCIATES o ©000. o ARCHITECTURE 1152 BOND AVOW - Suits A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF IDAHO O o U .o xU� 0- U w H E� H V) WO F-1 Z i N �0 = p z � 0= J Q 0 LU 0 o U 0 J T < X lLl LU m d c � G X a� W Cr 0 O o U .o xU� 0- U w H E� H V) WO F-1 Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -1 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL SCHEDULES Sheet: M6. 1� i 0 . i? 0 a� 0 0 a� Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -1 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL SCHEDULES Sheet: M6. 1� CONDUIT FOR LOW VOLTAGE TEMPERATURE CONTROL WIRING SHALL EXTEND TO WALKWAY OF MECHANICAL EQUIPMENT ACCESS. CONDUIT IN INACCESSABLE CEILING SPACE. (TYPICAL) FOLLOW ROOF LINE, MAY BE RUN WITH REFRIGERANT PIPING. WALKWAY CONDUIT CONCEALED IN WALL (TYPICAL) CONDUIT CONTINUOUS TO CONDENSING UNIT. RUN CONDUIT UNDERGROUND OR ABOVE GROUND WITH REFRIGERANT PIPING. (TYPICAL) CU XX CONDUIT CONCEALED IN WALL TYPICAL OF ALL FS AND OTHER LOW VOLTAGE WALL MOUNTED DEVICES. a a ° ASSOCIATES �oA RCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REI®URG, MAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 STATE OF ACCESS PLAN - TEMPERATURE CONTROL SCALE: 1/16" = 1' -0" SEE NOTE '5', SHEET ME1.1 1 1 SEE NOTE '5', SHEET ME1.1 FLOOR PLAN - TEMPERATURE CONTROL SCALE: 1/16" = 1' -0" r . 7 1 0000 VE 0 0_ SEE DETAIL B /ME1.1 MINIMUM REQUIRED CONDUIT- TYPICAL DETAIL SCALE: 1/4"= 1'-0" 3/4 "C TO MECHANICAL EQUIPMENT ACCESS L + J i i COMMAND DISPLAY (CD) INSTALLATION DETAIL SCALE: 1"=l'-O" ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 A �ONAL f �iS T fRFoGy Q � 5762 0 T., z FS3 N � w � Z O o U xU� U w �D H H H G/� w WO I i 0 . N O= O Z P�- Er O _! r r. o 0 0 L0 aD ° T r J T• 0') Q m wW m � G X W N � w � Z O o U xU� U w �D H H H G/� w WO Project Number: 591- 556 - 77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL FLOOR PLAN AND DETAILS ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Sheet: ME1.1 Lo ..o SYMBOLS O THERMOSTAT /SUBBASE OUTLET (DIV 15). PROVIDE J —BOX MOUNT TOP OF THERMOSTAT 5' -6" ABOVE FLOOR. REMOTE SENSOR OUTLET (DIV 16) CD COMMAND DISPLAY (DIV 15) SEE DETAIL B /ME1.1 RP -1 RELAY PANEL (DIV 15) MOUNT 5' -0" TO BOTTOM OF CABINET RP -5 RELAY PANEL (DIV 15) MOUNT 5' -0" TO BOTTOM OF CABINET NOTES: 1. BOXES FOR REMOTE SENSOR OUTLETS SHALL BE 2 "X4" WITH LONG DIMENSION VERTICAL. OPY OF "FLOOR 2. BOXES FOR COMMAND DISPLAY (CD) AND THERMOSTAT APERATURE CONTROL" OUTLETS SHALL BE 4 "X4 ". DGID, CLEAR 3S PANEL, TO WALL 3. J —BOXES IN MECHANICAL AREAS SHALL BE 4 "X4 ". EWS /DRYWALL . BEVEL EDGE OF 4. CONDUIT TO BE 1/2 UNLESS NOTED OTHERWISE. 3S. 5. FOR AVERAGING SENSORS USE 3/4" CONDUIT. 6. TEMPERATURE CONTROL WIRING THAT IS NOT IN CONDUIT SHALL BE RUN PARALLEL AND PERPENDICULAR TO BUILDING CONSTRUCTION LINES. SEE SPECIFICATIONS FOR ACCEPTABLE FASTENING METHODS AND MAXIMUM ALLOWABLE SPACING BETWEEN FASTENERS. 7. TEMPERATURE CONTROL WIRING THAT IS NOT IN CONDUIT SHALL BE LABELED. PROVIDE A LABEL AT ALL POINTS WHERE TEMPERATURE CONTROL WIRING ENTERS CONDUIT AND AT CONNECTIONS TO DEVICES. SEE SPECIFICATIONS FOR LABEL TYPE AND SIZE. 8. INSTALL COMMUNICATION E —BUS CABLE 12 INCHES MINIMUM AWAY OR LINE FROM OTHER LOW VOLTAGE AND LINE VOLTAGE WARNING. l�/'1 /'1 P'ffllAl A TI /T\ 1 /111 A T1 I'1A1 1-11 A l 1 -1- I i 0 . U) aD ° I ° t I as 1:�E Project Number: 591- 556 - 77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL FLOOR PLAN AND DETAILS ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JOB NUMBER 06031 Sheet: ME1.1 Lo ..o SYMBOLS O THERMOSTAT /SUBBASE OUTLET (DIV 15). PROVIDE J —BOX MOUNT TOP OF THERMOSTAT 5' -6" ABOVE FLOOR. REMOTE SENSOR OUTLET (DIV 16) CD COMMAND DISPLAY (DIV 15) SEE DETAIL B /ME1.1 RP -1 RELAY PANEL (DIV 15) MOUNT 5' -0" TO BOTTOM OF CABINET RP -5 RELAY PANEL (DIV 15) MOUNT 5' -0" TO BOTTOM OF CABINET NOTES: 1. BOXES FOR REMOTE SENSOR OUTLETS SHALL BE 2 "X4" WITH LONG DIMENSION VERTICAL. OPY OF "FLOOR 2. BOXES FOR COMMAND DISPLAY (CD) AND THERMOSTAT APERATURE CONTROL" OUTLETS SHALL BE 4 "X4 ". DGID, CLEAR 3S PANEL, TO WALL 3. J —BOXES IN MECHANICAL AREAS SHALL BE 4 "X4 ". EWS /DRYWALL . BEVEL EDGE OF 4. CONDUIT TO BE 1/2 UNLESS NOTED OTHERWISE. 3S. 5. FOR AVERAGING SENSORS USE 3/4" CONDUIT. 6. TEMPERATURE CONTROL WIRING THAT IS NOT IN CONDUIT SHALL BE RUN PARALLEL AND PERPENDICULAR TO BUILDING CONSTRUCTION LINES. SEE SPECIFICATIONS FOR ACCEPTABLE FASTENING METHODS AND MAXIMUM ALLOWABLE SPACING BETWEEN FASTENERS. 7. TEMPERATURE CONTROL WIRING THAT IS NOT IN CONDUIT SHALL BE LABELED. PROVIDE A LABEL AT ALL POINTS WHERE TEMPERATURE CONTROL WIRING ENTERS CONDUIT AND AT CONNECTIONS TO DEVICES. SEE SPECIFICATIONS FOR LABEL TYPE AND SIZE. 8. INSTALL COMMUNICATION E —BUS CABLE 12 INCHES MINIMUM AWAY OR LINE FROM OTHER LOW VOLTAGE AND LINE VOLTAGE WARNING. l�/'1 /'1 P'ffllAl A TI /T\ 1 /111 A T1 I'1A1 1-11 A l 1 -1- CU -1 CU -81b CU -8a CORRIDOR 105 F -1 — 3/4" BISHOP BISHOP if 66 104 F -1 F -1 - 3/4 " 3/ 4 " ZONE 1 DM -1 4T 4T DS -1 J 4T 8T \ 8T - T J -BOX AT FURN F -1 Z— — —EBC 3 /4 81 DM -1 '\ / DM -1 \ SD-1 4T 4T 4T SD -1 N \4T N ZONE 8 \ J J J -BOX AT J -BOX AT FURN F -8b \ST FURN F -8a \ 8T 4T 3 /4" 12TH �� I DIV 15 RP -5 FOR F -8 8T 3/ 1 F -8 CHAPEL 147 IM:Z01 3 /4 11 3/4 ROOM 116 3 /4 11 S 3 /4 11 F -2 ZONE 4 ZONE 2 DM -1 DM -1 4T 4T DS -1 4T 4T DS -1 J -BOX AT J J FURN F -4 4T 8T / \ \� _ 4T J BOX AT T T FURN F -2 — EBC ST — — EBC — — — — — EBC 3/ F -9 CULTURAL S CENTER 148 4T DIV 15 T RP -1 FOR F -9 3/4" OVER CULTURAL HALL IN ATTIC SPACE 3/4" OVER CHAPEL IN ATTIC SPACE CULTURAL CENTER 149 Fs F -10 3 /4 11 EBC — — — — EBC 8T T J -BOX AT 8T- FURN F -7 8T 4T J DS -1 \ 4T 3/4 DM-1 4T ZONE 7 F -7 _ F CORRIDOR 143 J -BOX AT 8T ST J -BOX AT FURN F -8d FURN F -8c J ZONE 8 J /4T _ SD 1 4T 4T 4T DM -1 � DM -1 mm 3 /4 11 ZONE 3 DM -1 4T 4T DS -1 J -BOX AT FURN F -3 J / 4T/ 3/411 T — 8T—'' — — � S F -3 ROOM 120 U M U-1 DIV 15 FOR BH -1 — EBC — - -EBC — T , 12T 8T ; 41 8T J -BOX AT FURN F -6 I — EBC — — — — — — — — ' EBC — — — — — — EBC — — - - — EBC — — — — — — EBC— I — — — — EBC — J -BOX AT 8T FURN F -9b T 8T J -BOX AT J FURN F -10 - -4T— —4T - -- 8T 4T \ 4T SD -1 4T J J -BOX AT BH -1 DM -1 4T ELECT DUCT HTR. 4T ZONE 9 d F -6 S M T BH ROOM MATERIAL 133 3/L CENTER 134 CU -9b CU -10 CU -6 CU -5 TEMPERATURE CONTROL RACEW D IAGRAM_ NO SCALE a CV w 0 Lo 0 LO 0 M IL N 0 L0 0 A LOW VOLTAGE TEMPERATURE CONTROL WIRING OUTSIDE OF WALKWAY SHALL BE IN CONDUIT. SEE ALSO DETAIL A ON SHEET ME1.1. 3/4" SYMBOLS CONDUIT AND WIRING - SEE WIRING DIAGRAMS THERMOSTAT CABLE RUN EXPOSED BH O BOOSTER HEAT THERMOSTAT OUTLET (DIV 16) O THERMOSTAT /SUBBASE OUTLET (DIV 15). PROVIDE J -BOX, MOUNT TOP OF THERMOSTAT 5' -6' ABOVE FLOOR. REMOTE SENSOR OUTLET (DIV 16) CD COMMAND DISPLAY PANEL (DIV 15) SEE DETAIL B /ME1.1. RP -5 RELAY PANEL (DIV 15) MOUNT 5' -0" TO BOTTOM OF CABINET BHC BOOSTER HEAT CONTROL PANEL (DIV 15) MOUNT 5' -0' TO BOTTOM OF CABINET. DS -1 DISCHARGE AIR TEMPERATURE SENSOR SD -1 DUCT MOUNTED SMOKE DETECTOR EBC E -BUS CABLE - SEE SPECIFICATIONS 4T 4 CONDUCTOR THERMOSTAT CABLE 8T 8 CONDUCTOR THERMOSTAT CABLE 12T 12 CONDUCTOR THERMOSTAT CABLE ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 CU -9a CU -4 l 3 /4 11 ENGINEERED DM -1 SD -1 4T 4T DS -1 C14 7 �SsoNAL o f STERF �yF !� ASSOCIATES a� �10 ZONE 9 4T J 3/4" J -BOX AT � FURN F -9a \ V� zo w Z 4 �D 12T E �� 3/4" OVER CULTURAL HALL IN ATTIC SPACE 3/4" OVER CHAPEL IN ATTIC SPACE CULTURAL CENTER 149 Fs F -10 3 /4 11 EBC — — — — EBC 8T T J -BOX AT 8T- FURN F -7 8T 4T J DS -1 \ 4T 3/4 DM-1 4T ZONE 7 F -7 _ F CORRIDOR 143 J -BOX AT 8T ST J -BOX AT FURN F -8d FURN F -8c J ZONE 8 J /4T _ SD 1 4T 4T 4T DM -1 � DM -1 mm 3 /4 11 ZONE 3 DM -1 4T 4T DS -1 J -BOX AT FURN F -3 J / 4T/ 3/411 T — 8T—'' — — � S F -3 ROOM 120 U M U-1 DIV 15 FOR BH -1 — EBC — - -EBC — T , 12T 8T ; 41 8T J -BOX AT FURN F -6 I — EBC — — — — — — — — ' EBC — — — — — — EBC — — - - — EBC — — — — — — EBC— I — — — — EBC — J -BOX AT 8T FURN F -9b T 8T J -BOX AT J FURN F -10 - -4T— —4T - -- 8T 4T \ 4T SD -1 4T J J -BOX AT BH -1 DM -1 4T ELECT DUCT HTR. 4T ZONE 9 d F -6 S M T BH ROOM MATERIAL 133 3/L CENTER 134 CU -9b CU -10 CU -6 CU -5 TEMPERATURE CONTROL RACEW D IAGRAM_ NO SCALE a CV w 0 Lo 0 LO 0 M IL N 0 L0 0 A LOW VOLTAGE TEMPERATURE CONTROL WIRING OUTSIDE OF WALKWAY SHALL BE IN CONDUIT. SEE ALSO DETAIL A ON SHEET ME1.1. 3/4" SYMBOLS CONDUIT AND WIRING - SEE WIRING DIAGRAMS THERMOSTAT CABLE RUN EXPOSED BH O BOOSTER HEAT THERMOSTAT OUTLET (DIV 16) O THERMOSTAT /SUBBASE OUTLET (DIV 15). PROVIDE J -BOX, MOUNT TOP OF THERMOSTAT 5' -6' ABOVE FLOOR. REMOTE SENSOR OUTLET (DIV 16) CD COMMAND DISPLAY PANEL (DIV 15) SEE DETAIL B /ME1.1. RP -5 RELAY PANEL (DIV 15) MOUNT 5' -0" TO BOTTOM OF CABINET BHC BOOSTER HEAT CONTROL PANEL (DIV 15) MOUNT 5' -0' TO BOTTOM OF CABINET. DS -1 DISCHARGE AIR TEMPERATURE SENSOR SD -1 DUCT MOUNTED SMOKE DETECTOR EBC E -BUS CABLE - SEE SPECIFICATIONS 4T 4 CONDUCTOR THERMOSTAT CABLE 8T 8 CONDUCTOR THERMOSTAT CABLE 12T 12 CONDUCTOR THERMOSTAT CABLE ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ASSOCIATES ©o ARCHITECTURE 1152 BOND AVISNII& - Suite A V 208.959.23309 F0121MG, IDAHO 89440 Fax 208.959.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF IDAHO Z l ENGINEERED ENc cn z ESA SYSTEMS �SsoNAL o f STERF �yF !� ASSOCIATES a� �10 S 315 WEST CENTER p 5762 � -J IDAHO POCA 8 3 V� zo w Z 4 �D 04 E �� (D PHONE: (208) 233 -0501 �N OF y� F J FAX: (208) 233 -0529 C. SUO UD co Q X w w c Ln Lr) Ir It It ESA JOB NUMBER 06031 ASSOCIATES ©o ARCHITECTURE 1152 BOND AVISNII& - Suite A V 208.959.23309 F0121MG, IDAHO 89440 Fax 208.959.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL RACEWAY DIAGRAM S heet: ME1.2� U M w EBC — EBC — T I 8T Z l YJFURN F -5 DS -1 4T 4T cn z N rr F -5 !� o O S 0 p z � o° -J or'� V� zo w Z 4 �D H p (D LID cC J r d7 UD co Q X w w c Ln Lr) Ir It It X m W rr Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL RACEWAY DIAGRAM S heet: ME1.2� U M w EBC — EBC — T I 8T l YJFURN F -5 DS -1 4T 4T cn z w 0 F -5 !� o U S 0 o QUA a U V� w H w Z 4 �D H U w 0 N Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL RACEWAY DIAGRAM S heet: ME1.2� U M w EBC — EBC — T I 8T 4T J -BOX AT YJFURN F -5 DS -1 4T 4T DM-1 ZONE 5 F -5 S 0 ROOM 124 U N m m 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL RACEWAY DIAGRAM S heet: ME1.2� U M w EBC — EBC — T I 8T 4T J -BOX AT YJFURN F -5 DS -1 4T 4T DM-1 ZONE 5 F -5 S ROOM 124 t -- SEE DETAIL B /ME1.1 CD EQUIP. 154 CU -2 CU -3 CU -7 CU -8d CU -8c 4X4 J -BOX SEE NOTE #7,8 WIRE NUT CONNECTORS (SPLICE IN BOX) WIRE NUT CONNECTORS (SPLICE IN BOX) 1 RED O DM -1 2 GREEN DS -1 4X4 J -BOX 4 CONDUCTOR THERMOSTAT CABLE 4 CONDUCTOR THERMOSTAT CABLE TRANSFORMER MOUNTED ON 4X4 BOX MOUNTED TO SIDE OF FURNACE F -3 AND F -5 ONLY GREEN YELLOW WHITE TAN ffm SEE NOTE #2 LACK CONDENSING UNIT 4X4 J -BOX —' SEE NOTE #7 &8 4 CONDUCTOR THERMOSTAT CABLE 8 CONDUCTOR THERMOSTAT - CABLE SEE NOTES 1,4 & 6 SEE SHEET ME3.1 4X4 J -BOX SEE NOTE #7 & 8 8 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1,4 & 6 4 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1,4 & 6 FURNACE Me: a: d w J � w z ¢ CL M CONTROL EQUIPMENT 0 Y2 G 0 ORANGE W2 Y1 0 PROGRAMMABLE T7350H1009 0 Y3 W1 0 0 0 W3 /Y4 AUX 0 BLACK AUX RC 0 NON - PROGRAMMABLE BLUE AS RH 0 WHITE AS X 0 CE 00S M 0 RELAY PANEL 00S M 0 GREEN T4 HP 0 YELLOW T3 HC 0 BLACK T7 HS 0 TERMINAL STRIP BROWN T6 EBUS 0 WHITE I T5 EBUS 0 RED TB -2 TERMINAL STRIP AMP SENSOR 10K OHM T -1 - F -1 AND T7350H DS -1 F -7 ONLY C7041B2005 R1 -R6 GREEN YELLOW WHITE TAN ffm SEE NOTE #2 LACK CONDENSING UNIT 4X4 J -BOX —' SEE NOTE #7 &8 4 CONDUCTOR THERMOSTAT CABLE 8 CONDUCTOR THERMOSTAT - CABLE SEE NOTES 1,4 & 6 SEE SHEET ME3.1 4X4 J -BOX SEE NOTE #7 & 8 8 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1,4 & 6 4 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1,4 & 6 FURNACE Me: a: d w J � w z ¢ CL M CONTROL EQUIPMENT MARK DESCRIPTION CAT. N0. 1 MARK DESCRIPTION CAT. T -1 PROGRAMMABLE T7350H1009 SEE SPECIFICATION. E1 0 THERMOSTAT o 0 z IN- T -2 NON - PROGRAMMABLE T87F1859 r.. o O THERMOSTAT r- CD (3 CE T O i RELAY PANEL J CD COMMAND DISPLAY S7760A2031 RP -1 18X12X4W /COVER REMOTE TEMPERATURE X a� S -1 SENSOR SELECTABLE T7771 A1005 TB -1 TERMINAL STRIP AMP 0 10K OHM OR 20K OHM S -2 REMOTE TEMPERATURE T7770A3002 TB -2 TERMINAL STRIP AMP SENSOR 10K OHM o DS -1 DISCHARGE AIR SENSOR C7041B2005 R1 -R6 RELAY 1DEC RH2B -UL DM -1 DAMPER MOTOR TWO POSITION MS8105A1008 S1 -S6 SOCKET 1DEC SH2B -OS X -2 TRANSFORMER 120V/24V 50VA AT150F1002 C1 MTG RAIL 1DEC BND -1000 z SD -1 DUCT SMOKE DETECTOR O X1 TRANSFORMER 120/24V 50VA AT150F SR SMOKE RELAY 30 AMP 120V COIL DP203OB5003 BHC RELAY PANEL O RP -5 RELAY PANEL 12X12X6W /COVER 18X18X6W /COVER R1-R4 RELAY 1DEC RH28 -UL TB -1 TERMINAL STRIP AMP S1 -S4 SOCKET 1DEC SH2B -05 TB -2 TERMINAL STRIP AMP C1 MTG RAIL 1DEC BND -1000 R1 -R2 RELAY 1DEC RH4B -UL TB -1 TERMINAL STRIP AMP S1 -S2 SOCKET 1DEC SH413-05 TB -2 TERMINAL STRIP AMP R3-R6 RELAY 1DEC RH2B -UL TRANSFORMER X3 120/24V 50VA AT150F S3-S6 SOCKET 1DEC SH213- 05 FOOT MOUNTED FUSE: 0.3A C1 MTG RAIL 1DEC BND -1000 G -1 SENSOR GUARD O X1 TRANSFORMER AT175F 120/24V 75VA G -2 NON - PROGRAMMABLE THERMOSTAT GUARD J w O z d . a- a Q: J w O z d . a- Ti7 CL o: 1� ALL CATALOG NUMBERS SHOWN ARE HONEYWELL UNLESS NOTED OTHERWISE. O2 SEE SPECIFICATION. 3� PROVIDE ENCLOSURE ® TO BE PURCHASED FROM AN APPROVED PANEL BUILDER SEE SPECIFICATION. :1 0 N w LO 0 IL N D n S -1 SYSTEMS F -2, F -3 F -4, F -5 AND F -10 S -2 O DIAGRAM o SYSTEM SYSTEMS: F -1, F -2, F -3, F -4, F -5, E7 i EB � Y Ecn. E1 0 E5 o 0 z IN- R] o r.. o Rn RT2 S -2 SENSOR SENSOR O O S -1 FUNCTIONS AS AN OVERRIDE AND ® SETPOINT ADJUSTMENT ONLY LOCATE IN CORRIDOR SEE FLOOR PLAN SHEET ME1.1 SYSTEM F -1 AND F -7 (TWO SENSOR AVERAGING) WIRING DIAGRAM CLASSROOM SYSTEM SYSTEMS: F -1, F -2, F -3, F -4, F -5, F -7, F -10 i �ZJl� 1. THERMOSTAT CABLE- 4, 8 OR 12 CONDUCTOR - 18 AWG SOLID COPPER WIRE INSULATED WITH HIGH DENSITY POLYETHYLENE. CONDUCTORS PARALLEL. ENCLOSED IN BROWN PVC JACKET. (NO 22 AWG CABLE ALLOWED). 2. IF CONDENSING UNITS HAVE THEIR OWN POWER SUPPLY IT MAY BE NECESSARY TO ADD ADDITIONAL RELAYS IN CONDENSING UNIT TO PROPERLY INTERFACE CONTROLS. 3. USE WIRE NUT CONNECTORS FOR SPLICING CONDUCTORS IN SPECIFIED LOCATIONS. AND TYTON TYPE CRIMP CONNECTORS FOR TERMINAL CONNECTIONS. NO TERMINAL CONNECTORS REQUIRED AT THERMOSTAT OR SENSOR. 4. DO NOT RUN ANY OTHER WIRING IN THIS CONDUIT EXCEPT THERMOSTAT CABLE. 5. VERIFY THAT FURNACE FAN SPEED CONTROL WIRING IS SET TO MATCH SCHEDULE SHEET AND THAT FAN OPERATES AT COOLING SPEED ONLY. 6. DO NOT SPLICE WIRE IN RUNS FROM SENSOR TO THERMOSTAT, THERMOSTAT TO FURNACE, AND THERMOSTAT TO DISCHARGE AIR SENSOR. 7. PROVIDE CHASE NIPPLE W /PLASTIC BUSHING WHEN ATTACHING J -BOX TO EQUIPMENT. 8. PROVIDE CABLE CLAMP SO THAT CABLES CANNOT BE PULLED OUT OF J -BOX. ORIGINAL DRAWING SIGNED BY: DWAYNE C. SUDWEEKS DATE ORIGINAL SIGNED: May 16, 2006 ORIGINAL ON FILE AT ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, POCATELLO, IDAHO 83204 ENGINEERED S SiONAL EN ESA SYSTEMS 1STERF� %y ASSOCIATES a 315 WEST CENTER 5 76 � POCA 832041DAH0 �9��qT Pao PHONE: (208) 233 -0501 o r FAX: (208) 233 -0529 ESA JOB NUMBER 0 6 0 3 1 � ASSOCIATES d�. 0o ARCHITECTURE 1152 BOND AVWU& - Mte A V 208.359.2309 RMORM, IDAHO 83940 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 \ASSOCIATES A. MCFARLAND AR -2561 S TATE _ OF MAH( l cn w � Z O o Q UA U con H H H � w WO Z BLUE C ' I ORANGE i N � Y G E4 0 ES o 0 z IN- 0° Q r.. Z 0 O L-) r- CD (3 CE T O i Q x J r� G X a� UJ X 0 l cn w � Z O o Q UA U con H H H � w WO Project Number: 591- 556 -77 Plan Series: HER- T RA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL WIRING AND SCHEDULES Sheet: ME2.1 --1 L1 --I L2 RED R BLUE C ' I ORANGE i YELLOW GREEN GREEN Y G E4 ES o RY R, a O O U a� 0 o z m Project Number: 591- 556 -77 Plan Series: HER- T RA -98 -13 Property Number: 591- 5568 -77 Sheet Title: AUTOMATIC TEMPERATURE CONTROL WIRING AND SCHEDULES Sheet: ME2.1 --1 L1 --I L2 RED R BLUE C BLUE WHITE W1 ORANGE W2 YELLOW GREEN GREEN Y G LOW VOLTAGE - TERMINAL STRIP 4 3 - TERMINALS ON THERMOSTAT SUB -BASE RED GREEN F -3 AND F -5 ONLY 7 6 5 3 TERMINALS ON THERMOSTAT SUB -BASE 8 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1,4 & 6 BLACK BROWN WHITE DIVISION 16 OR FACTORY PRE -WIRED DIVISION 15 WIRING YELLOW WHITE 0 0 0 E3 ES cc �. E4 ES RY R, O O Rn SENSOR SENSOR 0 0 11 �-BISHOPS t CLERKSJ BISHOP'Sj OFFICE OFFICE OFFICE ROSTRUM ASSISTIVE LISTENING �� I I 'n___, 'c — — — L L �Sxv I LL. LLJ CO 0 LL1 LLJ 1: Lf) Ljj LLJ 3: LLJ z N 3: 0 I _j 0 _j 0 V) 0 z V -TV LO L 1 1 02 jj 01 L ----- - - - - -- ......... HEARING CHAPEL CULTURAL DEVICE V CENTER ONE ,, / o o J MAXIMUM ------------------------------ OCCUPANT f 271 9 ROSTRUM— CLERKS' ....... BISHOP OFFICE OFFICE —ASSITIVE LISTENING 118 Lar L1 "0' CHAPEL CULTURAL HEARING --// , 7 CENTER ONE DEVICE ----------- 117 L 116 Flill E 103 -RESTROOM 0 0 9V & VIM= MATERIALS CENTER 115 F� 1 THIS ROOM IS FOR WARMING AND SERVING FOOD, NOT FOR PREPARING OR COOKING FOOD r P SERVING � AREA -S101 MEMBER CULTURAL CUS DIAL CENTER ONE 0 104-/ CULTURAL CENTER TWO 105-/ 106-/' 107 108 MOTHERS' ROOM 0 CULTURAL CENTER ONE 114---, 113 = VLA UYN 1 LVA 11111 IVA 116 CULTURAL CENTER TWO 11 — ___ 111 0 0 WOM IMEN & V & ,,,--110 / 109 0 0 CD REST_ ROOM _Ij r ----------------- I GH r ------------ i - E I I I I C I _ I I I R LIIEF SOC ETY I I MA IMUM I �T O'C PANT 1 1 2, 1 L ------- - - - - -J L ----------------- i RELIEF-/ SOCIETY PRIMAR) r ----------------- 1 — — — — — — — — — — — — - P 2 IMARY �MI AIMUM 0 '21 CUPANT G E� it l — - ---------- —LAD — — — — — — — — — — — — — - i BOOM SIGNAGE LOCATION PLAN- 1/8 = 1' -0 ■ 10 (D RASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529-9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656-8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298-8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233-0501 Fax (801) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232-4439 Fax (208) 232-1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328-5151 Fax (208) 232-1435 \ASSOCIATES A. McFARLAND AR-2561 STATE OF IDAHO P ; roject Number: 591-556-77 Plan Series: HER-TRA-98-13 Property Number: 591-5568-77 Sheet Title: ROOM SIGNAGE LOCATION PLAN Sheet: F3.1 _17 F-01 V3 0 z � , 0 0 0 Z rl%_ 0 0 2' C) coo) z 0 CD U') -C ry CF) < X U') W LU Lo Of X Uj 0� P ; roject Number: 591-556-77 Plan Series: HER-TRA-98-13 Property Number: 591-5568-77 Sheet Title: ROOM SIGNAGE LOCATION PLAN Sheet: F3.1 F-01 V3 0 z � , 0 4- � V A 2' coo) 0 P ; roject Number: 591-556-77 Plan Series: HER-TRA-98-13 Property Number: 591-5568-77 Sheet Title: ROOM SIGNAGE LOCATION PLAN Sheet: F3.1 r_ 0 CS 2 co CU P ; roject Number: 591-556-77 Plan Series: HER-TRA-98-13 Property Number: 591-5568-77 Sheet Title: ROOM SIGNAGE LOCATION PLAN Sheet: F3.1 3 N O M ILL J Q o! 0 w _ 0 Q O i V) I- w w _ V) i w c� Q H Q W _ W z N 0 J J O J J I O M z r Q O to O O N N BUILDING SIGNAGE SCHEDULE SIGNAGE ROOM NAME OR NUM. QUANTITY SIZE MOUNTING 101 1 6x6 A /F3.2 6" 102 1 6x6 A /F3.2 - - r' 103 1 6x6 A /F3.2 Z 0 - 104 1 6x6 A /F3.2 H l„(') , � 105 1 6x6 A /F3.2 - - LO 106 1 6x6 A /F3.2 -_ X 107 1 6x6 A /F3.2 - 108 1 6x6 A /F3.2 109 1 6x6 A /F3.2 _ - -- - 110 1 6x6 A /F3.2 - 111 1 6x6 A /F3.2 - 112 1 6x6 A /F3.2 - 113 1 6x6 A /F3.2 - - -- 114 1 6x6 A /F3.2 -- -- 115 1 6x6 A /F3.2 - 116 1 6x6 A /F3.2 - _ 117 1 6x6 A /F3.2 118 2 6x6 A /F3.2 - SPECIFY WARD NAME BISHOP'S OFFICE - WARD NAME 1 6x6 A /F3.2 BISHOP'S OFFICE - WARD NAME 1 6x6 A /F3.2 BISHOP'S OFFICE - WARD NAME 1 6x6 A /F3.2 CLERKS' OFFICE 3 6x6 A /F3.2 MEN 0 & 1 6x6 B /F3.2 - _ WOMEN 0& 1 6x6 B /F3.2 - - RESTROOM 00 2 6x6 B /F3.2 MOTHERS' ROOM 1 6x6 A /F3.2 MEMBER CUSTODIAL FIRST AID KIT 1 6x6 A /F3.2 S101 1 6x6 A /F3.2 - SERVING AREA FIRST AID KIT 1 6x6 A /F3.2 RELIEF SOCIETY 2 6x6 A /F3.2 MATERIALS CENTER 1 6x6 A /F3.2 CULTURAL CENTER ONE 4 6x6 A /F3.2 -_ CULTURAL CENTER TWO 2 6x6 A /F3.2 - PRIMARY 2 6x6 A /F3.2 - - - CHAPEL 2 6x6 H /F3.2 - ROSTRUM (ONE WITH HC) 2 6x6 A /F3.2 SPECIFY MAXIMUM OCCUPANCY MAXIMUM OCCUPANCY 1 6x6 A /F3.2 112 MAXIMUM OCCUPANCY 1 6x6 A /F3.2 112 MAXIMUM OCCUPANCY 1 6x6 A /F3.2 116 MAXIMUM OCCUPANCY 1 6x6 A /F3.2 241 MAXIMUM OCCUPANCY 1 6x6 A /F3.2 271 A THRU D (FLAT SIGN ONLY) 4 EACH 2x6 E /F3.2 - E THRU J (FLAT SIGN ONLY) 3 EACH 2x6 E /F3.2 -_ K THRU L (FLAT SIGN ONLY) 1 EACH 2x6 E /F3.2 - _- 01 LISTENING DEVICES JJ AVAILABLE IN THE MATERIALS CENTER 2 6x6 MOUNT BELOW THE "CHAPEL" SIGN ON EACH SIDE OF THE CHAPEL. SEE H /F3.2 ASSISTIVE LISTENING . SYSTEM AVAILABLE 1 PER WARD 6x6 MOUNT ON THE BOTTOM RIGHT CORNER OF THE TACKBOARD, NEAR THE BISHOP'S OFFICE THIS ROOM IS FOR WARMING AND SERVING FOOD, NOT FOR PREPARING OR COOKING FOOD. 2 6X6 MOUNT ABOVE THE BACKSPLASH ON THE WALL TO THE RIGHT OF THE RANGE IN THE SERVING AREA IN CASE OF EMERGENCY CALL 911 2 3X3 J /F3.2 SPECIFY BUILDING ADDRESS AND PHONE NUMBER to 6x6 SIGN FOR MOUNTING SEE G /F3.2 MOLDED SIGN MOUNTING MOLDED LOCATION NEXT TO DOOR B L� OCATIO J iz ----- - - - - -- J L---- - - - - -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 I I I I I I I I I I I I I I I I I I I I I I I -------- - - - - -- nn --------- - - - - - 9/16" 6 " SIGN PLATE DETAIL 1D SIGN 3N DUNTING 'F3.2 Ke MOUNT 2 x 6 SIGNS FOR CLOSETS CENTERED ON DOOR HORIZONTALLY 6x6 SIGN FOR MOUNTING SEE G /F3.2 SIGN MOUNTING I NEXT TO DOOR 2x6 FLAT SIGN SEE F /F3.2 NOTE MOUNT SIGN TWO THIRDS OF DISTANCE UP FROM BOTTOM OF CABINET AND CENTERED ON RIGHT CABINET DOOR 1N FOR ING /F3.2 MOLDED SIGN MOUNTING LOCATION ON DOOR C 1 /2 = l'-O NOTE: MOLDED SIGNS MUST NOT BE MOUNTED ON DOORS UNLESS NO OTHER ALTERNATIVE IS AVAILABLE Z l N cn Z N ryo 6" U 0 Z r' w 4 J 0 r. Z 0 0^0 - CO � -C ► & (Y H l„(') , � T 1 ww J LO L _J 75 G X Co 0 2x6 FLAT SIGN SEE F /F3.2 NOTE MOUNT SIGN TWO THIRDS OF DISTANCE UP FROM BOTTOM OF CABINET AND CENTERED ON RIGHT CABINET DOOR 1N FOR ING /F3.2 MOLDED SIGN MOUNTING LOCATION ON DOOR C 1 /2 = l'-O NOTE: MOLDED SIGNS MUST NOT BE MOUNTED ON DOORS UNLESS NO OTHER ALTERNATIVE IS AVAILABLE NOTE: SIGN IS SUPPLIED WITH SELF - ADHESIVE FLAT SIGN MOUNTING LOCATION ON CABINETS 1/2' = 1' -0" r � r MOUNTING BRACKET SIGN PLATE ALLEN HEAD SCREW TO SECURE SIGN TO MOUNTING BRACKET INSTALLATION DETAIL ING DETAIL FLAT SIGN DETAIL 6" = 1' -0" 1/2" = 1' -0" 1/2" = 1' -0" NOTE MOUNT 7 x 3 SIGN NEXT TO PUBLIC PHONE ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E' Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNI 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO Z l N cn Z N ryo 6" U NOTE: SIGN IS SUPPLIED WITH SELF - ADHESIVE FLAT SIGN MOUNTING LOCATION ON CABINETS 1/2' = 1' -0" r � r MOUNTING BRACKET SIGN PLATE ALLEN HEAD SCREW TO SECURE SIGN TO MOUNTING BRACKET INSTALLATION DETAIL ING DETAIL FLAT SIGN DETAIL 6" = 1' -0" 1/2" = 1' -0" 1/2" = 1' -0" NOTE MOUNT 7 x 3 SIGN NEXT TO PUBLIC PHONE ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E' Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNI 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: ROOM SIGNAGE SCHEDULE AND DETAILS Sheet: F3.2 MOLDED SIGN MOUNTING LOCATION NEXT TO DOOR FLAT SIGN MOUNTING LOCATION ON DOOR 911 FLAT SIGN n LOCATION Z l � cn Z N ryo �0 U 0 Z r' w 4 J 0 r. Z 0 J - CO � -C ► & 0 H l„(') , � T 1 ww J LO L _J 75 G X Co 0 �W LL Y N Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: ROOM SIGNAGE SCHEDULE AND DETAILS Sheet: F3.2 MOLDED SIGN MOUNTING LOCATION NEXT TO DOOR FLAT SIGN MOUNTING LOCATION ON DOOR 911 FLAT SIGN n LOCATION l � cn Z w U �UQ iU to n U Crj E H H w 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: ROOM SIGNAGE SCHEDULE AND DETAILS Sheet: F3.2 MOLDED SIGN MOUNTING LOCATION NEXT TO DOOR FLAT SIGN MOUNTING LOCATION ON DOOR 911 FLAT SIGN n LOCATION c o iU to o Co 0 Y N Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: ROOM SIGNAGE SCHEDULE AND DETAILS Sheet: F3.2 MOLDED SIGN MOUNTING LOCATION NEXT TO DOOR FLAT SIGN MOUNTING LOCATION ON DOOR 911 FLAT SIGN n LOCATION SITE PREP NOTES: i J z 0 0 H ■ r N A �f q y i N a Z 1. PRIOR TO CONSTRUCTION, CLEAR ALL VEGETATION, INCLUDING ROOT SYSTEMS FROM THE AFFECTED PORTIONS OF THE SITE. IT IS ANTICIPATED THAT 9" TO 12" WILL BE EXCAVATED, BUT ADDITIONAL EXCAVATION MAY BE REQUIRED TO REMOVE DELETERIOUS MATERIAL. 2. COMPACT THE NATIVE SILT BY MOISTURE CONDITIONING TO WITHIN 2 -3 PERCENT OF OPTIMUM AND ROLLING WITH A VIBRATING ROLLER TO OBTAIN 95% STANDARD PROCTOR (ASTM D698). PROVIDE ADEQUATE TESTING BY THE SOILS ENGINEER OF RECORD (ASPEN ENGINEERING, INC.) TO VERIFY COMPACTION LEVELS HAVE BEEN REACHED FOR THE SUB GRADE AND APPROVE SITE PRIOR TO INSTALLING COMPACTED FILL. 3. ALL FOOTINGS SHALL BEAR ON A MINIMUM OF 3' OF IMPORTED COMPACTED STRUCTURAL FILL THAT HAS BEEN COMPACTED TO 95% OF THE MAXIMUM AS DETERMINED BY THE MODIFIED PROCTOR (ASTM D1557). 4. STRUCTURAL FILL SHALL BE WELL GRADED GRANULAR MATERIAL AND SHALL BE APPROVED IN WRITING BY ASPEN ENGINEERING, INC. AND SHALL MEET THE GRADING REQUIREMENTS OF THE SOILS REPORT. STRUCTURAL FILL SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS AND COMPACTED TO 95% OF THE MODIFIED PROCTOR (ASTM D1557) AND EACH LIFT TESTED PRIOR TO ADDING SUBSEQUENT LIFTS. TESTING REQUIREMENTS OF ASPEN ENGINEERING, INC. SHALL BE MET. 5. CONCRETE SLABS INCLUDING BUILDING FLOORS, SIDEWALKS, AND BUILDING STOOPS SHALL BE PLACED ON A PREPARED STRUCTURAL PAD. THE PAD SHALL CONSIST OF A MINIMUM OF 8" OF GW CLASS CRUSHED AGGREGATE BASE MEETING THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT FOR UNTREATED 3/4" BASE COMPACTED TO 95% OF THE STANDARD PROCTOR (ASTM D698). THE CRUSHED AGGREGATE BASE MAY BE PLACED ON STRUCTURAL FILL OR ON THE STRIPPED NATIVE SOILS AFTER COMPACTING THE TOP 12" OF SUB GRADE TO 95% OF THE STANDARD PROCTOR (ASTM D698). IF FILL MATERIAL IS USED IT SHALL BE COMPACTED AS PER NOTE 4 ABOVE. LAP SPLICE SCHEDULE LOCATION #3 #4 #5 #6 #7 #8 CONCRETE MAPPED SPECTR R ESPONSE ACCELERATION: 5" x 3 1/2" x 1/4" LIMIT MAX S S TO 1.5 PER ASCE 7 -02 9.5.5.2.1 pg 147 S = 0.514 LIMIT MAX S, TO 0.60 PER ASCE 7 -02 9.5.5.2.1 pg 147 S, = 0.167 FOUNDATION WALL REINFORCEMENT - 18" 23" 27" - - FOOTING REINFORCEMENT EARTH OR 18" 23" 27" Wo = 3.0 - SLAB ON GRADE REINFORCEMENT SEISMIC RESPONSE COEFFECIENT - ULTIMATE 14" SEISMIC RESPONSE COEFFECIENT - ALLOWABLE C = 0.071 WIND - BUILT -UP HEADERS AND BEAMS WIND SPEED (3 SECOND GUST) = 90 M.P.H. EXPOSURE CATEGORY C WIND IMPORTANCE FACTOR (ASCE 7 -02 TABLE 6.1 pg 73) I w = 1.15 ROOF DEAD LOAD 20 P.S.F. ROOF SNOW LOAD (VALUE SHOWN DOES NOT INCLUDE DRIFT LOAD) 44 P.S.F. SNOW IMPORTANCE FACTOR (ASCE 7 -02 TABLE 7.4 pg 91) I = 1.1 SOIL BEARING AT 24" O.C. 2500 P.S.F. FROST PROTEC11ON LVL LVL LVL LVL 36" 16d 16d 16d 16d DESIGN CRITERIA DESIGN CRITERIA 2003 I.B.C. (ASCE 7 -02) CONCRETE CAS SEISMIC IBC SEISMIC IMPORTANCE FACTOR (ASCE 7 -02 TABLE 9.1.4 P9 97) I E = 1.25 SEISMIC USE GROUP (SEE ASCE 7 -02 SECTION 9.1.3, pg 96) II MAPPED SPECTR R ESPONSE ACCELERATION: 5" x 3 1/2" x 1/4" LIMIT MAX S S TO 1.5 PER ASCE 7 -02 9.5.5.2.1 pg 147 S = 0.514 LIMIT MAX S, TO 0.60 PER ASCE 7 -02 9.5.5.2.1 pg 147 S, = 0.167 SITE CLASS (SEE ASCE 7 -02 TABLE 9.4.1.2 pg 108, PER ASCE 7 -02) E DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS S IDS = 0.48 S ID1 = 0.24 SEISMIC DESIGN CATEGORY (ASCE 7 -02 9.4.3 pg 131) D BASIC SEISMIC -FORCE RESISTING SYSTEM. SEE ASCE 7 -02 TABLE 9.5.2.2 pg 133 -135 LIGHT FRAMED WALLS S HEATHED WITH WOOD PANELS: EARTH OR RESPONSE MODIFICA FACT R = 6 OVERSTRENGTH FACTOR Wo = 3.0 ANALYSIS PROCEDURE USED. (ASCE 7 -02 EQUIVALENT LATERAL FORCE PROCEDURE SECTION 9.5.5 pg 146) CONCRETE NOT SEISMIC RESPONSE COEFFECIENT - ULTIMATE C = 0.099 SEISMIC RESPONSE COEFFECIENT - ALLOWABLE C = 0.071 WIND IBC SIMPLIFIED METHOD PER SECTION 1609.6 pg 290 BUILT -UP HEADERS AND BEAMS WIND SPEED (3 SECOND GUST) = 90 M.P.H. EXPOSURE CATEGORY C WIND IMPORTANCE FACTOR (ASCE 7 -02 TABLE 6.1 pg 73) I w = 1.15 ROOF DEAD LOAD 20 P.S.F. ROOF SNOW LOAD (VALUE SHOWN DOES NOT INCLUDE DRIFT LOAD) 44 P.S.F. SNOW IMPORTANCE FACTOR (ASCE 7 -02 TABLE 7.4 pg 91) I = 1.1 SOIL BEARING AT 24" O.C. 2500 P.S.F. FROST PROTEC11ON LVL LVL LVL LVL 36" CONCRETE PROTECTION FOR REINFORCEMENT APPLICATION MINIMUM CLEAR COVER CONCRETE CAS SIZE OF ANGLE CONNECTION AGAINST AND 1. ALL APPLICATIONS EXCEPT SLABS ON GRADE 3" PERMANENTLY 5" x 3 1/2" x 1/4" NAILING TOP PLATE TO STUD, 2x4 (2)- 16d EXPOSED TO EARTH 2. SLABS ON GRADE - CLEAR DISTANCE FROM TOP OF SLAB 1" CONCRETE 1. NO. 6 BARS AND LARGER 2" EXPOSED TO 2x6 (3)- 16d REQUIRES SPECIAL ANALYSIS EARTH OR 6" (4' -0" MINIMUM) WEATHER 2. NO. 5 BARS AND SMALLER 1 1/2" CONCRETE NOT LVL LVL LVL LVL (3)- (4)- (5)- (6)- EXPOSED TO 1. SLABS, WALLS, JOISTS 3/4" EARTH OR BUILT -UP HEADERS AND BEAMS 16d AND AT 16" O.C. ALONG TOP BOTTOM EDGE BUILT -UP COLUMNS BELOW BEAMS, FACE NAIL WEATHER OR IN CONTACT WITH 2. BEAM OR COLUMN TIES, STIRRUPS, OR PRIMARY REINFORCEMENT 1 1/2" GROUND 2x4 (2)- 16d 2x6 (3)- 16d 8d AT NOTES 1. TOLERANCE FOR CONCRETE COVER AND REINFORCEMENT LOCATION IS f3/8" LINTEL FRAMING NAILING SCHEDULE STAPLES NAILS SIZE OF ANGLE CONNECTION NAILING 3 1/2" x 3 1/2" x 1/4" 7' -1 " TO 9' -0" CONNECTION 5" x 3 1/2" x 1/4" NAILING TOP PLATE TO STUD, 2x4 (2)- 16d 10'-l" TO 11' -0" 6d AT 5" x 3 1/2" x 3/8" TOP PLATE LAPS 16d AT 6" O.C. END NAIL 2x6 (3)- 16d REQUIRES SPECIAL ANALYSIS 4" 6" (4' -0" MINIMUM) 6 NOTE: 8" 1 3/4" x 5 1/2" 1 3/4" x 7 1/4" 1 3/4" x 9 1/4" 1 3/4" x 11 1/4" LVL LVL LVL LVL (3)- (4)- (5)- (6)- 16d 16d 16d 16d NECESSARY. PROVIDE 1" OF BEARING EACH END FOR EACH FOOT OF SPAN. MINIMUM BEARING OF BUILT -UP HEADERS AND BEAMS 16d AND AT 16" O.C. ALONG TOP BOTTOM EDGE BUILT -UP COLUMNS BELOW BEAMS, FACE NAIL 16d AT 16" O.C. - EACH FACE 12" 14 1/2" STUD TO SILL PLATE, END NAIL 2x4 (2)- 16d 2x6 (3)- 16d 8d AT 4" 2 1/2" BUILT -UP CORNER STUDS (3 STUDS MINIMUM) 16d AT 24" O.C. 4" 1 3/4" x 5 1/2" 1 3/4" x 7 1/4" 1 3/4" x 9 1/4" 1 3/4" x 11 1/4" LVL LVL LVL LVL (3)- (4)- (5)- (6)- 16d 16d 16d 16d BACKING AND BLOCKING AT TRUSSES AND 2x FRAMING, END NAIL OR TOE NAIL (2)- 16d EACH END DOUBLE SILL PLATES, FACE NAIL (STAGGER) 10d AT 12" O.C. 8" 6 1/2" 8" BACKING AND BLOCKING AT I -JOIST FRAMING SIMPSON Z2 OR EQUAL AT EACH END [W/ (5)- 10d x 1 1 /2 NAILS] D DOUBLE STUDS, FACE NAIL (STAGGER) 10d AT 12" O.C. -EACH FACE 12" 8" 10" 12" DOUBLE TOP PLATES, 16d AT 24" O.C. FACE NAIL 4" 2" 2 1/2" 3" 2 1/2" 3 1/2" 6" TOP PLATES AT WALL (2)- 16d INTERSECTIONS, FACE NAIL 4 5" 8" 4 1/2" 5 1/2" 6 1/2" 5 1/2" LINTEL SCHEDULE CLEAR OPENING STAPLES NAILS SIZE OF ANGLE UP TO 7' -0" 15 3 1/2" x 3 1/2" x 1/4" 7' -1 " TO 9' -0" 131 5" x 3 1/2" x 1/4" 9' -1" TO 10' -0" 1" 5" x 3 1/2" x 5/16" 10'-l" TO 11' -0" 6d AT 5" x 3 1/2" x 3/8" 11' -1" TO 12' -0" 4" 6" x 4" x 3/8" 12' -1" AND OVER 5" REQUIRES SPECIAL ANALYSIS 4" 6" 13 6 NOTE: 8" LINTELS CARRY BRICK OR STONE ONLY. WHERE FLOORS, ROOFS OR CONCENTRATED LOADS OCCUR, FURTHER ANALYSIS IS NECESSARY. PROVIDE 1" OF BEARING EACH END FOR EACH FOOT OF SPAN. MINIMUM BEARING OF 6" EACH SIDE OF OPENING. USE THIS SCHEDULE UNLESS NOTED OTHERWISE. TABLES OF EQUIVALENT FASTENERS, STAPLES, NAILS, AND T -NAILS (VALID FOR LATERAL LOAD ONLY) COMMON NAIL SPACING GAUGE PENS- TRATION EQUIV. SPACING OF APPR'D FASTENER STAPLES NAILS T -NAILS 16 15 14 113 131 1„ 1 1" 1 1/4" 1 1/2" 6d AT 4" 3 1/2" 4" 5" 4 5" 6" 5" 6" 7 6 7 1/2" 8" 6 1/2" 8 9 1/2" 8 10" 10" 8 1/2" 10 " 12" loop 12" 12" 10" 12" 14 1/2" 12" 14 1/2" 8d AT 4" 2 1/2" 3 1/2" 4" 3 1/2" 4" 6" 4 5" 6" 5" 6" 8" 5 1/2" 6 1/2" 8" 6 1/2" 8" 10" 6 1/2" 8" 10" 8" 10" 12" 8" 10" 12" 9 1/2" 12" 10d AT 4" 2" 2 1/2" 3" 2 1/2" 3 1/2" 6" 3 1/2" 4 5" 4 5" 8" 4 1/2" 5 1/2" 6 1/2" 5 1/2" 7" 10" 5 1/2" 7" 8" 6 1/2" 8 1/2" 12" 6 1/2" 8" 9 1/2" 8 10" NOTE: PENETRATION IS THE DEPTH OF EMBEDMENT OF THE STAPLE OR NAIL INTO THE MAIN MEMBER REQUIRED TO ATTAIN ITS FULL CAPACITY (SHEAR VALUE) FOR LATERAL LOADING. SCHEDULE OF CONSTRUCTION MATERIALS CONCRETE LOCATION 28 -DAY COMPRESSIVE STRENGTH EXTERIOR CONCRETE (EXPOSED TO FREEZING) 4,500 P.S.I. MIX TYPE 2 2x4 BLOCKING EXTERIOR CONCRETE (NOT EXPOSED TO FREEZING) 3,000 P.S.I. MIX TYPE 1 FOOTINGS, FOUNDATION WALLS AND INTERIOR CONCRETE 3,000 P.S.I. MIX TYPE 1 AT PANEL 0 0 o z� BOUNDARIES 2,3 NOTE: CONCRETE STRENGTH USED IN DESIGN IS 2500 P.S.I. REINFORCING BARS SHOWN ON DRAWING TO BE FIELD BENT ALL OTHER BARS STEEL 1 O AT 4" O.C. NO V SPAN RATING 0 ASTM A615, GRADE 40 ASTM A615, GRADE 60 � (SEE LAP SPLICE SCHEDULE FOR LAP LENGTHS) (SEE LAP SPLICE SCHEDULE FOR LAP LENGTHS) WOOD APPLICATION SPECIES AND GRADE YES DESIGN VALUES 1 - P.S.I. Fb Ft Fv Fc 1 Fc II E x 10 DIMENSION SOLID 2x4 SEE NOTE 2 BELOW 1510 825 75 405 1495 1.5 LUMBER BLOCKING, 19/32" 40/20 10d AT 12" O.C. 10d AT 12" O.C. NOT APPLICABLE NO BOTTOM LAYER SPAN RATING TOP PLATES, 2x6 SEE NOTE 2 BELOW 1310 725 75 405 1430 1.5 STRUTS, 1. SEE SHEATHING EDGE DETAIL C /S2.6. 2. POWER DRIVEN NAILS SHALL BE .148" DIAMETER AND A MINIMUM OF 2 1/4" LONG. 3. SEE ROOF DIAPHRAGM PLAN A /S2.6 FOR BOUNDARY NAILING LOCATIONS. N ROOF AND 2x8 SEE NOTE 2 BELOW 1210 650 75 405 1365 1.5 o FLOOR JOIST, MISC. 2x10 SEE NOTE 2 BELOW 1105 575 75 405 1300 1.5 FRAMING 2x12 SEE NOTE 2 BELOW 1005 550 75 405 1300 1.5 SILL 2x4 SEE NOTE 6 BELOW 550 325 75 405 1300 1.2 PLATES 2x6 SEE NOTE 3 BELOW 1270 650 75 405 1375 1.3 2x8 SEE NOTE 3 BELOW 1175 600 75 405 1315 1.3 2x10 SEE NOTE 3 BELOW 1075 550 75 405 1250 1.3 2x12 SEE NOTE 3 BELOW 980 500 75 405 1250 1.3 TRUSSED RAFTERS - 2x CHORDS SEE NOTE 2 BELOW CHORDS AND WEB MEMBERS, TRUSS BLOCKING 2x WEBS SEE NOTE 2 BELOW EXTERIOR BEARING WALLS 2x6 SEE NOTE 5 BELOW 775 400 75 405 800 1.2 AND COLUMNS INTERIOR NON- BEARING ALL SIZES SEE NOTE 4 BELOW PARTITIONS LAMINATED VENEER LUMBER 1 3/4" x 7 1/4" AND SMALLER 2600 285 700 2380 1.7 ( STRUCT. COMP. LUMBER) 1 3/4" x 9 1/4" AND LARGER 2600 285 700 2380 1.7 GLUED ALLOWABLE STRESSES - P.S.I. LAMINATED Fb TENSION Fb COMPRESSION Fv Fc TENSION Fc COMPRESSION E x 10 6 BEAMS ZONE ZONE ZONE ZONE ALL BEAMS DF /DF OR SP /SP COMBINATION 24F 2400 2400 190 650 650 1.8 I -JOIST ROOF FRAMING TJI 560 OR BCI 90 -2.0. PROPERTIES (100% Load Duration) SEE NOTES 7 AND 8. MOMENT SHEAR El x 10 12925 ft -Ibs 2330 Ibs 1252 Ibs - in NOTES: 1. DESIGN VALUES ARE FOR NORMAL DURATION, REPETITIVE FRAMING AND WITH SIZE FACTORS APPLIED. 2. MINIMUM SPECIES AND GRADE SHALL BE DOUGLAS FIR -LARCH #2, SOUTHERN PINE #2, HEM -FIR #1 OR MSR 1650F - 1.5E UNLESS NOTED OTHERWISE. 3. MINIMUM SPECIES AND GRADE SHALL BE DOUGLAS FIR -LARCH #2, SOUTHERN PINE #2, HEM -FIR #2 OR MSR 1650E - 1.5E. 4. STANDARD, UTILITY, CONSTRUCTION GRADE OR BETTER. SPECIES SHALL BE DOUGLAS FIR - LARCH, HEM -FIR, SOUTHERN PINE OR SPRUCE - PINE -FIR. 5. MINIMUM SPECIES AND GRADE SHALL BE STUD GRADE DOUGLAS FIR - LARCH, SOUTHERN PINE OR HEM -FIR. 6. MINIMUM SPECIES AND GRADE SHALL BE STANDARD OR BETTER DOUGLAS FIR - LARCH, SOUTHERN PINE OR HEM -FIR. 7. WEB STIFFENERS ARE REQUIRED AT ALL BEARING LOCATIONS. SEE DETAIL F/S2.11. 8. THE LISTED JOISTS ARE APPROVED. CONTRACTOR MAY SUBMIT OTHER JOISTS TO THE ENGINEER FOR APPROVAL. THE WIDTH OF THE SUBMITTED JOISTS SHALL BE NOT LESS THAN 3 1/2 ". THE SUBMITTAL MUST ALSO INCLUDE JOIST HANGER INFORMATION. SHEATHING TYPE AND NAILING SCHEDULE LOCATION SHEATHING PANEL EDGE PANEL FIELD NAILING AT 2x4 BLOCKING N NAILING (E.N.) 2 NAILING (F.N.) ROOF DIAPHRAGM AT PANEL 0 0 o z� BOUNDARIES 2,3 EDGES ROOF 19/32" 40/20 10d AT 6" O.C. 10d AT 12" O.C. 1 O AT 4" O.C. NO V SPAN RATING 0 Z � WALL 15/32" 32/16 1 O AT 4" O.C. 10d AT 12" O.C. NOT APPLICABLE YES SPAN RATING G 3/4" SHEATHING 23/32" 48/24 U / AT CEILING SPAN RATING 10d AT 6" O.C. 10d AT 10" O.C. NOT APPLICABLE NO ASSEMBLY SUBFLOOR 19/32" 40/20 10d AT 12" O.C. 10d AT 12" O.C. NOT APPLICABLE NO BOTTOM LAYER SPAN RATING SUBFLOOR 19/32" 40/20 10d AT 6" O.C. 10d AT 10" O.C. NOT APPLICABLE NO TOP LAYER SPAN RATING 1. SEE SHEATHING EDGE DETAIL C /S2.6. 2. POWER DRIVEN NAILS SHALL BE .148" DIAMETER AND A MINIMUM OF 2 1/4" LONG. 3. SEE ROOF DIAPHRAGM PLAN A /S2.6 FOR BOUNDARY NAILING LOCATIONS. ASSOCIATES © ARCNiTECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RE)MURG, IDAHO 83,440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 P R[Jpx. ' G IN EF p 3099 <�o�slq "r OF �ILLIAMS C� v� Z 0 x U a` UCH H � a � W W O 1 i N (� 0 0 o z� i W O V 0 Z � 0' J J U") G U / L.L C� v� Z 0 x U a` UCH H � a � W W O Project Number: 591 - 556 -77 Plan Series: HER- TRA- 98_ - Property Number: 591 - 5568 -77 Sheet Title: STRUCTURAL SCHEDULES Sheet: S1.0 i 0 E 0 0 N I o Project Number: 591 - 556 -77 Plan Series: HER- TRA- 98_ - Property Number: 591 - 5568 -77 Sheet Title: STRUCTURAL SCHEDULES Sheet: S1.0 188 -7" Irl I _ 10 Ln = I C CD I D CV LO I o� I I 0 I N - O 0 z w LO o LE 0 0 7 © t� J 1.4 9' -0" 41' -4" 43' -7" 94' -8" 2' -4" 1' -10 1/2" 11 , 3'-10" I L , 5' -4" 9' -6" 3' -4" 46' -4" 3' -10" 18' -3 1/2" 7 1/4" 7 1/4"- 12' -0" 18' -4 1/2" 12' -0" 27' -0" 36' -0 22' -9" 1 14' -3 1/2" i 15' - 0" 14' - 1/2" CENTERLINE OF SEE SEE CENTERLINE OF 1' -11" FENCE. SEE A /A4.2 � F7 H /S1.2 I I H /S1.2 FENCE. SEE A /A4.2 " 5' -6" 8' -1° 1' -11 SEE 1 - - _ _ - _ _ I SEE 1' -11° 14' -5' 1' -11° 14' -4" NOTE 15 L J N L- __ NOTE 15 loss- G F7 F7 G 10" T " 10 n - a - - S1.2 '; S1.2 -0 EL. 99 -4 EL. 99 -4 F1 EL. 99' -4" SEE i - - -� - - -- - - - - -- -- -- -- EL.99' -4" R A p o T _ _ __ 'n A o (� o iI K 51.2 A V SEE OPP. S1.3 S1.2 cn S1.3 OPP. I I tL °O ° I I I I �_ B I I S1.2 N S1.2 S1.3 OPP. F1 EL. 99' -6" L. 99' -6" S ..2 1 1 I S1.3 NOTE 2 1 1 I ^ S1.2 F1 EL. 99' -6" EL. 99' -6" F1 - -- - - -- - -- - - - -- I I OPP. U I I----- - - - - -- - -- -- - -- so ---------- - - - - - -- - - - -- so 7 1/4" _ SHEAR J N I I OPP. S1.3 SEE NOTE 2 SEE L ( 1 1 V S EE G » I1 S1.3 w ( 1 S1.3 16' - 11 1/2" I 1 12' - 4 1/2" II ll II N I 8 1/8" �., SEE WALL A N N " " I " NOTE 1 = S1.3 w NOTE 2 1 '- � NOTE 1 " „�` ll II OPP. -o � 1 1 SEE 2 3/4 1 7 -4 1/2 $ l) I VL "' NOTE 5 SHEAR, " 8 9 1 /2 25 -0 7 -9 3/4 12 -4 1 /2 ( 1 o N » $ 24 -2 1 /2 1 1 NOTE 12 II 1 I WALL C 8" 3' - 4" 110" 1' -0" $" II F I I I I 1 S1.4 �° A �° F I l l l D M I I Lo I SEE = 1 1 11 SHEAR Q I - - -- F3 ---- - - - - -- S1.3 NOTE 5 ao I WALL "B" OPP 1.3 S1.3 S1.3 I S1.3 S1.3 I I`` . s I I - _--- - -_ - -_ ,�, ,-JI IL I I I I I A=4 �JIIL I 1 1 A -� F1 --I� � - -1 1- F3 - - -� `� - - SEE NOTE 8 - - - - -- - - - - - F 3 -- - -- -- 4 OPP. Ln SEE ll F3 Cv A F3 L -- Fg M Fg�G M � L -- (� 10" D ,� .3 F13 D M r, F13 M P SEE F13 1 I u- NOTE 2 S1 M F1 S1.3 S1.3 F19_ F18 ,�, � SEE S1.2 �- I I I F2 I S1.3 NOTE 11 J- 1 - C /S1.3 0 - � - - - - - -- F2 51.3 S1.3 N F16 r -� Co F16 F16 F8 - --------- - - - - - --------- - - - --� -- - -S Z - - -- - - -- - - - - -- ------ - - -r-I ( I F17 - - - - - --------------- - - - - -- - - - - - -- --- - - - - -- - - - -- - - - - - - - - - - -- -- - --- - -- -- - I - lrn - - - E _ _ I L� 1- F4 F2 F16 0 -L - 1 1 1- " F2 1 1 I- - J U _ = S1.2 3 -0 U_ G 1' - 0" SEE M SEE I N TY p M I I 1 1 8" 1' -4" Si. 2 NOTE 9 S1.2 SEE NOTE 12 SN2 J 1' -10 1/2" S1.2 I I S1.2 �_ I I I I 1 ;n F LL_ NOTE 11 16' -0" 12' -0 3/4" 14' -2 1/2" 15' -9 1/2" 9' -2" 10' -10 3/k" I i I oo N I I 1 1 I I I S1.2 1 Is 1' -11 " 6' -7 1/2" 11 7' -7 1/2" 5' -0 1/2" 10' -0 3/4" I I CD SEE SEE I I I I I I I 3' -7 1/2" r I G NOTE 10 NOTE 6 P I 1 1 ( 1 1 CD I I L w 11' -4" S1.4 SEE S1.2 I 1 S1B F3 3 I L I I IT NOTE 10 I I F3 -' F14 - I L J I ��� I I S1.4 I = LO C0 I i n 32' -3" I F3 F3 II = o I I I SEE NOTE 12 II I SEE _ i I (I 7 ; 2 3/4" i � II I� I J /S1.2 Q I 1 SEE NOTE 2 1 S1.2 SEE 1 I C" II 1 - F3 F3 NOTE 5 1 �M �� - - - -- � 1 -4 I K 1 S1.4 SEE SHEAR "D" 3 1/4" 8 3/4" ( 1w M i i - - -- � WALL 1 I F NOTE 10 ' " 1 1 S1 1 1 1 7' -7 1 5' 0 1 2" 10' 3- F14 1 10 1 2 I I 2" I / / 0 3 4" / 1 h I °n LO _ = x o rn rn I I I 04 cc so E S1.4 16' -0" 12' -0 3/4" 14' -2 1/2" = 15' -9 1/2" / 9' -2" 10' -10 3/4" 5 -6 1/4" I 16' -7 1/2" I N I I F Ill 71, 47_ 81, 1._4" n SEE i I 1 III 1 '_ 4 " S1.2 G 1 -0 SEE M NOTE 11 N a, SEE N I N 11 1 1 Cn CD I I I� S1.2 NOTE 9 51.2 51.2 r NOTE 6 S1.2 3' -0" S1.2 1 1 I I I I I 1 - -r - - - - - - - - F2 F16 N -- s -Z I I L_ TYP. i t r11L�� S1 F4 2 F17 L - - - -- - - -- - -- - -- ---- -- - - - - - - - - - -- ---- -- - - - - - - - - - - - - - - -- - - - - -- -- - - - -- - - - - -- - �- I - I- - r- ------ -,___J I I N F - - - - - - - - - - - - 2 I = - - - - - - - - 16 - - - - - F16 F2 - - - - J - - - N - - - - - - - - - - _ - - - - J SEE I� D M M F - - F16 - - r - -� F20 �_ P F8 L T1T J SEE D NOTE 2 LL_ 1 1 = F13 N F18 F13 F19 F18 �, SEE SEE F13 "� C /S1.3 S1.2 F3 ^ "' F3 r - -, S1.3 S1.3 F6 F6 F3 r - - io F3 S1.3 NOTE 11 NOTE 8 r - - 1 w 10" N - - - - - - - - - - -� -� 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I D M - -- -- ----- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 3 -6 1 /2 S1.3 S1.3 C) F1 - L�` - - -- --I F3 - I- -- n C - - 8" 1. 1 I I 1-0 -- _ - - - -- 'M A SHEAR L�11F I 1 D M L �111r J SEE 13' -8 3/4" L EI I�� I 1 " S1.4 S1.3 „ i F3 ' S1.3 �> -__ 11 N S1.3 S1.3 1 F A NOTE 5 11 F I 3 11 10 WALL A " I I I I S1.3 S1.3 I 8 -9 1 /2 12' -6" 20 -3 3/4 8 I I 12' -4 1 /2" I 1 16' -11 1 /2" 1 ( 12' -4 1 /2" I I g" \ 8" 1 S1.3 24' -2 1/2" 1 10 M SHEAR I C L� i l M F II II � 1 1 1 N NI I 1 N II I - -SHEAR `i �I I G I I co = S1.3 `i I I w tL I I LE 11 f T N WALL "B" = cO SEE " SEE cO �` I I f� WALL "C" S1.2 NOTE 1 NOTE 8 I 1 s1.2 71/4" � � SEE lull J `° I I I I 1111 S1.3 ` ; il L o � NOTE 1 _ S1.3 S13 U 1 1 1 ,\ it S1.3 1 1 = - - - -- - -_ - -- - -- - - - - - - - - -- --- -- _ - - -_ -- - - - - T - -- - - - - -- - -- -- - - - - -- -- -- - - - -- - - -- -- - EL. 99' -6" EL 99' -6" I g 1 1 1 S1U3 OPP. 1 1 1 B EL. 99' -6" EL. 99' -6" SEE V T I IL S1.2 1 o f I SEE I ( S1.2 1 I� A = w NOTE 1 A S1.3 CL R SEE w = S1.3 K /S1.2 A o 1 S1.3 w - _ -� -_ _ NOTE 2 - - - - - w o I� o I SEE 51.2 _ S1.2 10" S1.2 N - -- - - -- - - - - -- -- -- - J II N l NOTE 2 EL. 99' -4" EL. 99'-4" 10" F1 10 " ( EL.99' -4" EL.99' -4" G G T -_- - - - -- ---- - - - - - -- S1.2 F7 F7 S1.2 S1.3 OPP. 5-6" 8' -1 SEE NOTE \15 ( - - - - - - I SEE SEE 1' -11" 1' -11" L J SEE L J SEE J NOTE 15 K /S1.2 „ CENTERLINE OF I F7 H /S1.2 H /S1.2 14' -5' 1 -11 14' -4" FENCE. SEE A /A4.2 CENTERLINE OF 1 -11 22' - 9 " 14' -31/2" 15' -0" FENCE. SEE A A4. 14'- 31/2" / 2 Ir 3' -4" 3' -2" 3' -10" 18' -31/2" I I 7 1/4" 12' -0" 18' -4 1/2" 12' - 0 " 7 1 /4" 27' -0" 36' -0" 1 J z 0 0 co O O N w) w c� Q w w z N 0 J J O J J Q 0 N 0 0 ON 9' -0" NOTES: 1. CENTERLINE OF EXTERIOR SHEAR WALL (AND ANCHOR BOLTS) WITH SIMPSON PHD2 OR EQUAL AT EACH END (UNLESS NOTED OTHERWISE). LOCATION OF ANCHOR BOLTS IS BASED UPON ROUGH WINDOW AND DOOR OPENING AND HOLD DOWN USED. SEE FLOOR PLAN ON SHEET A1.1. CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE ANCHOR BOLT PLACEMENT. SEE S /S1.3. SEE NOTE 27 ON SHEET S2.1. 2. RECESS FOUNDATION WALL 4" AT DOORWAYS AND POUR SLAB THRU OPENING. EXTEND FLOOR SLAB REINFORCING INTO OPENING. INSTALL BOND BREAKER (15# FELT) BETWEEN SLAB AND FOUNDATION. 3. NO CONSTRUCTION OR CONTRACTION JOINTS SHALL BE ALLOWED IN THE BUILDING FLOOR SLAB UNLESS APPROVED BY THE ARCHITECT. 41' -4" 4. ALL NON- BEARING WALLS TO HAVE SILL PLATE ANCHORED WITH POWDER ACTUATED FASTENERS AT 24" O.C. HILTI OR EQUAL. 5. DEPRESS FLOOR SLAB 2" FOR TILE. SEE B /S1.3 FOR DETAIL AT STEP IN SLAB. WHERE STEP IN SLAB OCCURS OVER FOOTING F2, SEE N /S1.2. OVER FOOTING F3, SEE R /S1.2. OVER FOOTING F11, SEE P /S1.2 AND Q /S1.2. VERIFY SIZE AND LOCATION WITH ARCH. 6. THICKEN SLAB TO 1' -3" x 2' -6" SQUARE AT VOLLEY- BALL POST SLEEVE. SEE E /A7.2. 7. SEE SHEET M1.1 FOR LOCATION AND SIZE OF MECH- ANICAL EQUIPMENT CONCRETE PADS. 43' -7" 8. BLOCK OUT FOR THRESHOLD AT DOOR. VERIFY SIZE WITH TILE INSTALLER. 9. STEP FOOTING F2 DOWN TO FOOTING F4. STEP FOOTING F3 DOWN TO FOOTING F1. SEE DETAIL B /S1.4. 10. DEPRESS FLOOR SLAB 2" FOR WOOD FLOOR SYSTEM. SEE B /S1.3 SIM., F /A7.3 AND G /A7.3. 11. STEP FOOTING F2 AND F11 DOWN TO FOOTING F16 AT EACH END OF SHEAR WALL "D" AND ALONG CORIDOR. SEE C /S1.4 AND D /S1.4. 12. STEP FOOTING F3 DOWN 2" WHERE SLAB IS DEPRESSED FOR TILE. SEE A /51.3. 13. SEE SHEET S1.2 FOR FOOTING SCHEDULE. 14. SEE D /G1.4 FOR CONCRETE APRON ADJACENT TO BUILDING. COORDINATE WITH SIDEWALKS, MOWSTRIPS AND OTHER MISC. CONCRETE AND SITE WORK. 15. 4" CONCRETE SLAB FOR MECHANICAL EQUIPMENT. PLACE CONTROL JOINT AT THIRD - POINTS OF SLAB AS SHOWN (THIRD - POINTS OF 22' -9" OR 27' -0" LONG SLAB). TURN DOWN EDGE OF SLAB TO 8" x 8 ". SEE A /A4.2 FOR DETAIL AT FENCE POST. 16. VERTICAL FOUNDATION WALL REINFORCING BENT INTO FLOOR SLAB MAY BE SHOP FABRICATED AS AN "L" AND FIELD BENT AFTER BACKFILL AND COMPACTION. 17. ALL FOOTINGS SHALL BEAR ON A MINIMUM OF 3' OF COMPACTED FILL, SEE SHEET S1.0 FOR SITE PREPARATION NOTES. FOOTING AND FOUNDATION PLAN 1/8" = 1' -0" I oaa l��o © ©a o ASSOCIATES © 0 ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT, 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 P R©r, �,�,G INeF s 3099 OF !✓ ILL I AM S 1 C-4 O I C r- Cr M� F■+-� N - I �Q x 0 N _ 0 Z r.. i ~ (.0 V U) W N 0 00 � I J L.L LO LO N MM CV _ 5 - x W o N W 10i CV I I 0 I N - O 0 z w LO o LE 0 0 7 © t� J 1.4 9' -0" 41' -4" 43' -7" 94' -8" 2' -4" 1' -10 1/2" 11 , 3'-10" I L , 5' -4" 9' -6" 3' -4" 46' -4" 3' -10" 18' -3 1/2" 7 1/4" 7 1/4"- 12' -0" 18' -4 1/2" 12' -0" 27' -0" 36' -0 22' -9" 1 14' -3 1/2" i 15' - 0" 14' - 1/2" CENTERLINE OF SEE SEE CENTERLINE OF 1' -11" FENCE. SEE A /A4.2 � F7 H /S1.2 I I H /S1.2 FENCE. SEE A /A4.2 " 5' -6" 8' -1° 1' -11 SEE 1 - - _ _ - _ _ I SEE 1' -11° 14' -5' 1' -11° 14' -4" NOTE 15 L J N L- __ NOTE 15 loss- G F7 F7 G 10" T " 10 n - a - - S1.2 '; S1.2 -0 EL. 99 -4 EL. 99 -4 F1 EL. 99' -4" SEE i - - -� - - -- - - - - -- -- -- -- EL.99' -4" R A p o T _ _ __ 'n A o (� o iI K 51.2 A V SEE OPP. S1.3 S1.2 cn S1.3 OPP. I I tL °O ° I I I I �_ B I I S1.2 N S1.2 S1.3 OPP. F1 EL. 99' -6" L. 99' -6" S ..2 1 1 I S1.3 NOTE 2 1 1 I ^ S1.2 F1 EL. 99' -6" EL. 99' -6" F1 - -- - - -- - -- - - - -- I I OPP. U I I----- - - - - -- - -- -- - -- so ---------- - - - - - -- - - - -- so 7 1/4" _ SHEAR J N I I OPP. S1.3 SEE NOTE 2 SEE L ( 1 1 V S EE G » I1 S1.3 w ( 1 S1.3 16' - 11 1/2" I 1 12' - 4 1/2" II ll II N I 8 1/8" �., SEE WALL A N N " " I " NOTE 1 = S1.3 w NOTE 2 1 '- � NOTE 1 " „�` ll II OPP. -o � 1 1 SEE 2 3/4 1 7 -4 1/2 $ l) I VL "' NOTE 5 SHEAR, " 8 9 1 /2 25 -0 7 -9 3/4 12 -4 1 /2 ( 1 o N » $ 24 -2 1 /2 1 1 NOTE 12 II 1 I WALL C 8" 3' - 4" 110" 1' -0" $" II F I I I I 1 S1.4 �° A �° F I l l l D M I I Lo I SEE = 1 1 11 SHEAR Q I - - -- F3 ---- - - - - -- S1.3 NOTE 5 ao I WALL "B" OPP 1.3 S1.3 S1.3 I S1.3 S1.3 I I`` . s I I - _--- - -_ - -_ ,�, ,-JI IL I I I I I A=4 �JIIL I 1 1 A -� F1 --I� � - -1 1- F3 - - -� `� - - SEE NOTE 8 - - - - -- - - - - - F 3 -- - -- -- 4 OPP. Ln SEE ll F3 Cv A F3 L -- Fg M Fg�G M � L -- (� 10" D ,� .3 F13 D M r, F13 M P SEE F13 1 I u- NOTE 2 S1 M F1 S1.3 S1.3 F19_ F18 ,�, � SEE S1.2 �- I I I F2 I S1.3 NOTE 11 J- 1 - C /S1.3 0 - � - - - - - -- F2 51.3 S1.3 N F16 r -� Co F16 F16 F8 - --------- - - - - - --------- - - - --� -- - -S Z - - -- - - -- - - - - -- ------ - - -r-I ( I F17 - - - - - --------------- - - - - -- - - - - - -- --- - - - - -- - - - -- - - - - - - - - - - -- -- - --- - -- -- - I - lrn - - - E _ _ I L� 1- F4 F2 F16 0 -L - 1 1 1- " F2 1 1 I- - J U _ = S1.2 3 -0 U_ G 1' - 0" SEE M SEE I N TY p M I I 1 1 8" 1' -4" Si. 2 NOTE 9 S1.2 SEE NOTE 12 SN2 J 1' -10 1/2" S1.2 I I S1.2 �_ I I I I 1 ;n F LL_ NOTE 11 16' -0" 12' -0 3/4" 14' -2 1/2" 15' -9 1/2" 9' -2" 10' -10 3/k" I i I oo N I I 1 1 I I I S1.2 1 Is 1' -11 " 6' -7 1/2" 11 7' -7 1/2" 5' -0 1/2" 10' -0 3/4" I I CD SEE SEE I I I I I I I 3' -7 1/2" r I G NOTE 10 NOTE 6 P I 1 1 ( 1 1 CD I I L w 11' -4" S1.4 SEE S1.2 I 1 S1B F3 3 I L I I IT NOTE 10 I I F3 -' F14 - I L J I ��� I I S1.4 I = LO C0 I i n 32' -3" I F3 F3 II = o I I I SEE NOTE 12 II I SEE _ i I (I 7 ; 2 3/4" i � II I� I J /S1.2 Q I 1 SEE NOTE 2 1 S1.2 SEE 1 I C" II 1 - F3 F3 NOTE 5 1 �M �� - - - -- � 1 -4 I K 1 S1.4 SEE SHEAR "D" 3 1/4" 8 3/4" ( 1w M i i - - -- � WALL 1 I F NOTE 10 ' " 1 1 S1 1 1 1 7' -7 1 5' 0 1 2" 10' 3- F14 1 10 1 2 I I 2" I / / 0 3 4" / 1 h I °n LO _ = x o rn rn I I I 04 cc so E S1.4 16' -0" 12' -0 3/4" 14' -2 1/2" = 15' -9 1/2" / 9' -2" 10' -10 3/4" 5 -6 1/4" I 16' -7 1/2" I N I I F Ill 71, 47_ 81, 1._4" n SEE i I 1 III 1 '_ 4 " S1.2 G 1 -0 SEE M NOTE 11 N a, SEE N I N 11 1 1 Cn CD I I I� S1.2 NOTE 9 51.2 51.2 r NOTE 6 S1.2 3' -0" S1.2 1 1 I I I I I 1 - -r - - - - - - - - F2 F16 N -- s -Z I I L_ TYP. i t r11L�� S1 F4 2 F17 L - - - -- - - -- - -- - -- ---- -- - - - - - - - - - -- ---- -- - - - - - - - - - - - - - - -- - - - - -- -- - - - -- - - - - -- - �- I - I- - r- ------ -,___J I I N F - - - - - - - - - - - - 2 I = - - - - - - - - 16 - - - - - F16 F2 - - - - J - - - N - - - - - - - - - - _ - - - - J SEE I� D M M F - - F16 - - r - -� F20 �_ P F8 L T1T J SEE D NOTE 2 LL_ 1 1 = F13 N F18 F13 F19 F18 �, SEE SEE F13 "� C /S1.3 S1.2 F3 ^ "' F3 r - -, S1.3 S1.3 F6 F6 F3 r - - io F3 S1.3 NOTE 11 NOTE 8 r - - 1 w 10" N - - - - - - - - - - -� -� 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I D M - -- -- ----- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 3 -6 1 /2 S1.3 S1.3 C) F1 - L�` - - -- --I F3 - I- -- n C - - 8" 1. 1 I I 1-0 -- _ - - - -- 'M A SHEAR L�11F I 1 D M L �111r J SEE 13' -8 3/4" L EI I�� I 1 " S1.4 S1.3 „ i F3 ' S1.3 �> -__ 11 N S1.3 S1.3 1 F A NOTE 5 11 F I 3 11 10 WALL A " I I I I S1.3 S1.3 I 8 -9 1 /2 12' -6" 20 -3 3/4 8 I I 12' -4 1 /2" I 1 16' -11 1 /2" 1 ( 12' -4 1 /2" I I g" \ 8" 1 S1.3 24' -2 1/2" 1 10 M SHEAR I C L� i l M F II II � 1 1 1 N NI I 1 N II I - -SHEAR `i �I I G I I co = S1.3 `i I I w tL I I LE 11 f T N WALL "B" = cO SEE " SEE cO �` I I f� WALL "C" S1.2 NOTE 1 NOTE 8 I 1 s1.2 71/4" � � SEE lull J `° I I I I 1111 S1.3 ` ; il L o � NOTE 1 _ S1.3 S13 U 1 1 1 ,\ it S1.3 1 1 = - - - -- - -_ - -- - -- - - - - - - - - -- --- -- _ - - -_ -- - - - - T - -- - - - - -- - -- -- - - - - -- -- -- - - - -- - - -- -- - EL. 99' -6" EL 99' -6" I g 1 1 1 S1U3 OPP. 1 1 1 B EL. 99' -6" EL. 99' -6" SEE V T I IL S1.2 1 o f I SEE I ( S1.2 1 I� A = w NOTE 1 A S1.3 CL R SEE w = S1.3 K /S1.2 A o 1 S1.3 w - _ -� -_ _ NOTE 2 - - - - - w o I� o I SEE 51.2 _ S1.2 10" S1.2 N - -- - - -- - - - - -- -- -- - J II N l NOTE 2 EL. 99' -4" EL. 99'-4" 10" F1 10 " ( EL.99' -4" EL.99' -4" G G T -_- - - - -- ---- - - - - - -- S1.2 F7 F7 S1.2 S1.3 OPP. 5-6" 8' -1 SEE NOTE \15 ( - - - - - - I SEE SEE 1' -11" 1' -11" L J SEE L J SEE J NOTE 15 K /S1.2 „ CENTERLINE OF I F7 H /S1.2 H /S1.2 14' -5' 1 -11 14' -4" FENCE. SEE A /A4.2 CENTERLINE OF 1 -11 22' - 9 " 14' -31/2" 15' -0" FENCE. SEE A A4. 14'- 31/2" / 2 Ir 3' -4" 3' -2" 3' -10" 18' -31/2" I I 7 1/4" 12' -0" 18' -4 1/2" 12' - 0 " 7 1 /4" 27' -0" 36' -0" 1 J z 0 0 co O O N w) w c� Q w w z N 0 J J O J J Q 0 N 0 0 ON 9' -0" NOTES: 1. CENTERLINE OF EXTERIOR SHEAR WALL (AND ANCHOR BOLTS) WITH SIMPSON PHD2 OR EQUAL AT EACH END (UNLESS NOTED OTHERWISE). LOCATION OF ANCHOR BOLTS IS BASED UPON ROUGH WINDOW AND DOOR OPENING AND HOLD DOWN USED. SEE FLOOR PLAN ON SHEET A1.1. CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE ANCHOR BOLT PLACEMENT. SEE S /S1.3. SEE NOTE 27 ON SHEET S2.1. 2. RECESS FOUNDATION WALL 4" AT DOORWAYS AND POUR SLAB THRU OPENING. EXTEND FLOOR SLAB REINFORCING INTO OPENING. INSTALL BOND BREAKER (15# FELT) BETWEEN SLAB AND FOUNDATION. 3. NO CONSTRUCTION OR CONTRACTION JOINTS SHALL BE ALLOWED IN THE BUILDING FLOOR SLAB UNLESS APPROVED BY THE ARCHITECT. 41' -4" 4. ALL NON- BEARING WALLS TO HAVE SILL PLATE ANCHORED WITH POWDER ACTUATED FASTENERS AT 24" O.C. HILTI OR EQUAL. 5. DEPRESS FLOOR SLAB 2" FOR TILE. SEE B /S1.3 FOR DETAIL AT STEP IN SLAB. WHERE STEP IN SLAB OCCURS OVER FOOTING F2, SEE N /S1.2. OVER FOOTING F3, SEE R /S1.2. OVER FOOTING F11, SEE P /S1.2 AND Q /S1.2. VERIFY SIZE AND LOCATION WITH ARCH. 6. THICKEN SLAB TO 1' -3" x 2' -6" SQUARE AT VOLLEY- BALL POST SLEEVE. SEE E /A7.2. 7. SEE SHEET M1.1 FOR LOCATION AND SIZE OF MECH- ANICAL EQUIPMENT CONCRETE PADS. 43' -7" 8. BLOCK OUT FOR THRESHOLD AT DOOR. VERIFY SIZE WITH TILE INSTALLER. 9. STEP FOOTING F2 DOWN TO FOOTING F4. STEP FOOTING F3 DOWN TO FOOTING F1. SEE DETAIL B /S1.4. 10. DEPRESS FLOOR SLAB 2" FOR WOOD FLOOR SYSTEM. SEE B /S1.3 SIM., F /A7.3 AND G /A7.3. 11. STEP FOOTING F2 AND F11 DOWN TO FOOTING F16 AT EACH END OF SHEAR WALL "D" AND ALONG CORIDOR. SEE C /S1.4 AND D /S1.4. 12. STEP FOOTING F3 DOWN 2" WHERE SLAB IS DEPRESSED FOR TILE. SEE A /51.3. 13. SEE SHEET S1.2 FOR FOOTING SCHEDULE. 14. SEE D /G1.4 FOR CONCRETE APRON ADJACENT TO BUILDING. COORDINATE WITH SIDEWALKS, MOWSTRIPS AND OTHER MISC. CONCRETE AND SITE WORK. 15. 4" CONCRETE SLAB FOR MECHANICAL EQUIPMENT. PLACE CONTROL JOINT AT THIRD - POINTS OF SLAB AS SHOWN (THIRD - POINTS OF 22' -9" OR 27' -0" LONG SLAB). TURN DOWN EDGE OF SLAB TO 8" x 8 ". SEE A /A4.2 FOR DETAIL AT FENCE POST. 16. VERTICAL FOUNDATION WALL REINFORCING BENT INTO FLOOR SLAB MAY BE SHOP FABRICATED AS AN "L" AND FIELD BENT AFTER BACKFILL AND COMPACTION. 17. ALL FOOTINGS SHALL BEAR ON A MINIMUM OF 3' OF COMPACTED FILL, SEE SHEET S1.0 FOR SITE PREPARATION NOTES. FOOTING AND FOUNDATION PLAN 1/8" = 1' -0" I oaa l��o © ©a o ASSOCIATES © 0 ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT, 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 P R©r, �,�,G INeF s 3099 OF !✓ ILL I AM S Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -1 _ Property Number: 591 - 5568 -77 Sheet Title: FOOTING AND FOUNDATION PLAN Sheet: S1.1 1 F- O I C N Cr M� F■+-� C01) c �Q x 0 V 0 Z r.. J i ~ (.0 V U) W N 0 LO 0-0 Of < I J L.L LO LO 0- MM 5 - x W N W 10i Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -1 _ Property Number: 591 - 5568 -77 Sheet Title: FOOTING AND FOUNDATION PLAN Sheet: S1.1 z O I C U M� F■+-� C01) c �Q x V con w H H H 0 Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -1 _ Property Number: 591 - 5568 -77 Sheet Title: FOOTING AND FOUNDATION PLAN Sheet: S1.1 I C 0 . a U o m Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -1 _ Property Number: 591 - 5568 -77 Sheet Title: FOOTING AND FOUNDATION PLAN Sheet: S1.1 F O O T I N G S C H E D U L E MARK WIDTH LENGTH DEPTH REINFORCING CROSSWISE REINFORCING LENGTHWISE REMARKS NO. SIZE LENGTH SPACING NO. SIZE LENGTH SPACING F1 2' -0" CONT. 1' -0" T C) (2)- #5 x CONTINUOUS AT U W 3 #4 CONT. 8" Z F2 2' -6" CONT. 1' -0" W n 10° z 1 1/2" RIGID INSULATION 4 #4 CONT. 7 1/2" w F3 2' -0" CONT. 1' -0" 4 a 3 #4 CONT. 8" N F4 2' - 6 " CONT. 1' -0" ° °° SEE FOOTING SCHEDULE 4 4 #4 CONT. 7 1 /2" EXTEND REINF. 2'-0" INTO FOOTING F10 F5 3' -0" CONT. 1' -0" #5 CONTINUOUS # 2' -6" 12" 5 #4 CONT. 6" CONT. REINFORCING THRU FOOTING F17 F6 ' �� 3 -0 r '� 3 -0 � 1 -Ott 4 #4 � 2-6" 911 4 #4 '- „ 2'-6" 9 F7 4' -0" 4' -0" 1' -0" 5 #5 3' -6" 9 1/2" 5 #5 3' -6" 9 1/2" F8 3' -0" 3' -0" 1' -0" 4 #4 2' -6" 9" 4 #4 2' -6" 9" Y F9 6' -0" 6' -0" 1' -0" 6 #6 5-6" 12" 6 #6 5' -6" 12" F10 5' -6" 5-6" 1' -0" 7 #6 5' -0" 8 1/2" 7 #6 5' -0" 8 1 /2" F11 2' -6" CONT. 1' -0" 4 #4 CONT. 7 1/2" EXTEND REINF. 2 -0 INTO FOOTING F16 F12 2' -0" CONT. 1' -0" 3 #4 CONT. 8" EXTEND REINF. 2'-0" INTO FOOTING F13 F13 5'-0" 5 -0 1 -0 6 #6 4'-6" 10 6 #6 4'-6' 10 TOP AND BOTTOM F14 4' -0" 4' -0" 1' -0" 5 #5 3' -6" 9 1/2" 5 #5 3' -6" 9 1 /2" F15 2' -2" CONT. 1' -0" 3 #4 CONT. 8 1/2" F16 2' -6" CONT. 1' -8" 4 #5 7 1/2" TOP AND BOTTOM. SEE C S1.4 AND D S1.4 F17 3' -4" 3' -3" 1' -0" 5 #5 2' -10" 7 1/2" 5 #5 2' -9" 8" F18 4' -6" 4' -6" 1' -8" 5 #6 4' -0" 12" 5 #6 4' -0" 12" 5 -0 5-0 1-8 7 #6 4-6 9 7 #6 4-6 9ft F20 3 -6 " 3 ' -6 „ 1 ' -8 " 5 #5 3 ' -0 " 9 " 5 #5 3 ' -0 " 9 " 7 1/4" I M J o N WALL a u SHEATHING 2x6's AT 16" O.C. 2x6 SILL PLATE W/ 5/8" b x 12" ANCHOR BOLTS OR 5/8" 4 x 6" CONCRETE SCREW ANCHORS (4 1/2" EMBEDMENT) AT 32" O.C. W/ 2" x 2" x 3/16" PLATE WASHERS J 100' -0" tO Z 1 3/4" x 5 1/2" LVL's ,I SIDES AT SHEAR WALL AT 16" O.C. W/ 1/2" FIBERBOARD N (� -11 =i Z 3: 0 (TYPICAL) 0 Z III a�° T C) (2)- #5 x CONTINUOUS AT U W 0 H L9 r Z ^V ty MID HEIGHT L° °m o v _ m W n 10° z 1 1/2" RIGID INSULATION �+ ° U T w II "' (TYPICAL) ry 4 a #4's AT 36" O.C. - EACH ° 3 114 II I a _ 4 3 1 o " 27" N a� 18" O.C. FACE - STAGGERED ° °° SEE FOOTING SCHEDULE 4 d DEPRESS ° a , e ° 4 a r #5 CONTINUOUS ° - 4 a ° TOP AND BOTTOM ° SEE FOOTING SCHEDULE SEE K /S1.2 ° 2' -0" AT F1 o FOR REINFORCING AND L /S1.2 SECTION / -0 7" 4 1/4" 1 3/4" x 5 1/2" LVL's AT 12" O.C. WALL SHEATHING 4 o z - - 'VIII z � 9 „ I (2)- #5 x CONTINUOUS AT MID HEIGHT 04 » 0 0 o 4 a- < w W � v a J c a I z 0 0 o' 0 0 N 0 a In W W W 0 d w W z 1 3/4" N LVL's A 0 J J 0 J J_ 0 is 0 Z c, Q i a LO I e� 7 1/4 4 1/2"- I 1 3/4" x 5 1/2" LVL's AT 16" O.C. WALL SHEATHING SEE A /S1.2 (2)- #5 x CONTINUOUS AT MID HEIGHT SEE A /S1.2 FOR REIN- FORCING SEE FOOTING SCHEDULE FOR REINFORCING 2 " -6 " AT F4 SECTION G 3/4" = 1' -0 2x6 SILL PLATE W/ 5/8" 0 x 12" ANCHOR BOLTS OR 5/8" 0 x 6" EXPANSION BOLTS (3 1/2" EMBEDMENT) OR 5/8" 0 CONCRETE SCREW ANCHORS (3 1/2" EMBEDMENT) AT 48" O.C. EXTRA REINFORCING AT F16, SEE PLAN SEE FOOTING SCHEDULE FOR REINFORCING EXTRA REINFORCING AT F16, SEE PLAN SECTION M 3/4" = V -0" 3/4" x 10" x 0' -10" II ^ / BASE PLATE W/ (4)- II 0 3/4" 3/4" 0 x 12" ANCHOR -� BOLTS ON 1" NON - M's AT 16 SHRINK GROUT O.C. (1' -10" ' SQUARE PIER) HSS 4" x 4" x 1/4" W/ WALL COLUMN. SEE L /S2.5 SHEATHING ON i I AND N /S2.5 FOR DETAIL EXTERIOR SIDES I AT TOP OF COLUMN 100' -p -ILL _ _ (2)- # 3 TIES AT TOP -1 II II L ° 2 .C. z -i -k' l (8)- #7 VERTICALS T 2' -7" ° ° 27" C14 SQUARE a e ° (4)- #3 TIES x 27" a ° AT 10" O.C. a° ° % a ° O 4 °° c a .° ° ° SEE FOOTING SCHEDULE FOR REINFORCING 4' -0" SQ. AT F7 SECTION SEE M /S1.2 it c � 1 3/4" x 5 1/2" LVL's AT 16" O.C. DEPRESS FLOOR SLAB FOR TILE OR WOOD FLOOR SYSTEM N 1 � a3/4 g #4 DOWEL x 3' -0" AT \ ° d ° EXTRA REINFORCING AT F16, SEE PLAN 2' -6" AT F2 SEE FOOTING SCHEDULE FOR REINFORCING EXTRA REINFORCING AT SECTI 0 N F16, SEE PLAN N 3/4 „ = 1' -0" r1 SECTION l 100' -0" 1 3/4" x 7 1/4" LAMINATED VENEER LUMBER (LVL) AT 16" O.C. WALL SHEATHING it I C c I I C I 41/2" 2x8 SILL PLATE W/ 5/8" b x 12" ANCHOR BOLTS OR 5/8" 0 x 6" CONCRETE SCREW ANCHOR (4 1/2" EMBEDMENT) AT 24' O.C. W/ 2" x 2" x 3/16" PLATE WASHERS 100' -0" / - (2)- #5 x CONTINUOUS AT MID HEIGHT #4's AT 36" O.C. - EACH FACE - STAGGERED (2)- #6 CONTINUOUS TOP AND BOTTOM SEE FOOTING SCHEDULE FOR REINFORCING S 4 7 1/ 3/WALL SHEATHING 4 1/2" 1 3/4" x 11 1/4" LVL's AT 16" O.C. SEE E /S1.2 100' -O (2)- #5 x CONTINUOUS AT MID HEIGHT SEE E /S1.2 FOR REIN- FORCING -- ---SEE FOOTING SCHEDULE FOR REINFORCING 3TION 0 3/ 4 8 1/2' 2x6's AT 16" O.C. WALL SHEATHING SEE A /S1.2 4 1/2" WALL SHEATHING ON 2x4 STUDS SEE NOTE 4, SHEET S1.1 100' -0" Co II I C c I SEE A /S1.2 FOR REINFORCING (2)- #5 x CONTINUOUS AT MID HEIGHT ADD (1)- #4 AT EACH CORNER OF PILASTER SEE K /S1.2 SEE FOOTING SCHEDULE FOR REINFORCING SECTION SEE M /S1.2 2x6's AT 16" O.C. DEPRESS FLOOR SLAB FOR TILE II C" 100' -0" ° II ° (Q ° II d / o o 2 3f4" / - #4 DOWEL x 3' -0" AT - - 18" O.C. SEE FOOTING SCHEDULE FOR REINFORCING SEE FOOTING SCHEDULE OPTIONAL: 2' -0" AT F3 FOR REINFORCING Q SECT 2' -0" WIDE x 1' -0" THICKENED SLAB FOOTING MAY BE USED AT FOOTING F3 ONLY SEC TI - ON °�� ASSOCIATES 4^o €� a oc�o 0 a ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 F,N INe £�' ti. O 15-e r 3099 <�Oy�Tq OF S ILL I AM S Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FOOTING SCHEDULE AND CONCRETE DETAILS Sheet: I S1.2 ° # s AT 36 O.C. -EACH FACE - STAGGERED 9 (2)- #5 CONTINUOUS - TOP AND BOTTOM. EXTEND e . BARS 2' -0" INTO 1' -0" WIDE ° a AND 1' -4" WIDE FOUNDATION 2' -2" AT F15 SEE FOOTING SCHEDULE FOR REINFORCING SECTION 3/4" x 10" x 0' -10" BASE PLATE W/ (4)- 3/4" 0 x 12" ANCHOR BOLTS ON 1" NON - SHRINK GROUT SEE H /S1.2 -� 2x6 SILL PLATE W/ 5/8" 0 x 12" ANCHOR BOLTS OR 5/8" 0 x 6" CONCRETE SCREW ANCHORS (4 1/2" EMBEDMENT) AT 24" O.C. W/ 2" x 2" x 3/16" PLATE WASHERS .i 100' -0" HSS4 "x4 "x1/4" COLUMN. SEE Q /S2.5 FOR DETAIL AT TOP OF COLUMN (2)- #3 TIES AT TOP „ Z 1 3/4" x 5 1/2" LVL's i SIDES AT SHEAR WALL AT 16" O.C. W/ WALL N (� SHEATHING ON BOTH Z 3: 0 I ( C 0 0 Z ti l T C) r C.0 U W 0 H L9 0� Q Z ^V ty 'r- L° °m o v _ m W Wo z 2X ° U T w II "' ° ry 4 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FOOTING SCHEDULE AND CONCRETE DETAILS Sheet: I S1.2 ° # s AT 36 O.C. -EACH FACE - STAGGERED 9 (2)- #5 CONTINUOUS - TOP AND BOTTOM. EXTEND e . BARS 2' -0" INTO 1' -0" WIDE ° a AND 1' -4" WIDE FOUNDATION 2' -2" AT F15 SEE FOOTING SCHEDULE FOR REINFORCING SECTION 3/4" x 10" x 0' -10" BASE PLATE W/ (4)- 3/4" 0 x 12" ANCHOR BOLTS ON 1" NON - SHRINK GROUT SEE H /S1.2 -� 2x6 SILL PLATE W/ 5/8" 0 x 12" ANCHOR BOLTS OR 5/8" 0 x 6" CONCRETE SCREW ANCHORS (4 1/2" EMBEDMENT) AT 24" O.C. W/ 2" x 2" x 3/16" PLATE WASHERS .i 100' -0" HSS4 "x4 "x1/4" COLUMN. SEE Q /S2.5 FOR DETAIL AT TOP OF COLUMN (2)- #3 TIES AT TOP „ SHEATHING ON BOTH 1 3/4" x 5 1/2" LVL's i SIDES AT SHEAR WALL AT 16" O.C. W/ WALL w SHEATHING ON BOTH Z - I ( C 0 U I 100' -0" l T V �H W o Q H -- =1111 ° c L° °m o v _ m WASHER) AT 24" O.C. Wo z a o ° U Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FOOTING SCHEDULE AND CONCRETE DETAILS Sheet: I S1.2 ° # s AT 36 O.C. -EACH FACE - STAGGERED 9 (2)- #5 CONTINUOUS - TOP AND BOTTOM. EXTEND e . BARS 2' -0" INTO 1' -0" WIDE ° a AND 1' -4" WIDE FOUNDATION 2' -2" AT F15 SEE FOOTING SCHEDULE FOR REINFORCING SECTION 3/4" x 10" x 0' -10" BASE PLATE W/ (4)- 3/4" 0 x 12" ANCHOR BOLTS ON 1" NON - SHRINK GROUT SEE H /S1.2 -� 2x6 SILL PLATE W/ 5/8" 0 x 12" ANCHOR BOLTS OR 5/8" 0 x 6" CONCRETE SCREW ANCHORS (4 1/2" EMBEDMENT) AT 24" O.C. W/ 2" x 2" x 3/16" PLATE WASHERS .i 100' -0" HSS4 "x4 "x1/4" COLUMN. SEE Q /S2.5 FOR DETAIL AT TOP OF COLUMN (2)- #3 TIES AT TOP „ SHEATHING ON BOTH 1 3/4" x 5 1/2" LVL's i SIDES AT SHEAR WALL AT 16" O.C. W/ WALL 2 0. C. SHEATHING ON BOTH I ( C 0 I 100' -0" � W/ 5/8' � xL 15LATE ° la o Q ANCHOR BOLTS (W/ -- =1111 ° JJ L° °m o v _ m WASHER) AT 24" O.C. (8)- #7 VERTICALS z a o ° U T 100' -0" II "' ° ' 2 4 a ° 3 114 II I a _ 4 3 1 o " 27" N a� 18" O.C. a e ° ° °° SEE FOOTING SCHEDULE (4)- #3 TIES x 27" o DEPRESS ° a , e AT 10" O.C. r ° - 4 i ° o �� .. ° FOR REINFORCING Y ca Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FOOTING SCHEDULE AND CONCRETE DETAILS Sheet: I S1.2 ° # s AT 36 O.C. -EACH FACE - STAGGERED 9 (2)- #5 CONTINUOUS - TOP AND BOTTOM. EXTEND e . BARS 2' -0" INTO 1' -0" WIDE ° a AND 1' -4" WIDE FOUNDATION 2' -2" AT F15 SEE FOOTING SCHEDULE FOR REINFORCING SECTION 3/4" x 10" x 0' -10" BASE PLATE W/ (4)- 3/4" 0 x 12" ANCHOR BOLTS ON 1" NON - SHRINK GROUT SEE H /S1.2 -� 2x6 SILL PLATE W/ 5/8" 0 x 12" ANCHOR BOLTS OR 5/8" 0 x 6" CONCRETE SCREW ANCHORS (4 1/2" EMBEDMENT) AT 24" O.C. W/ 2" x 2" x 3/16" PLATE WASHERS .i 100' -0" HSS4 "x4 "x1/4" COLUMN. SEE Q /S2.5 FOR DETAIL AT TOP OF COLUMN (2)- #3 TIES AT TOP „ d ° ° n d 4' -0" SQ. AT F14 SECTION 1 3/4" x 5 1/2" LVL's AT 16" O.C. W/ WALL it CC C c I 7 1/4 4 1/2" I I 2x6's AT 16" O.C. W/ WALL SHEATHING EACH SIDE SEE A /S1.2 100'' =0" (2)- #5 x CONTINUOUS AT MID HEIGHT SEE A /S1.2 FOR REINFORCING ____ -- -- FOUNDATION AT SHEAR WALL (BEYOND). SEE F /S1.3 AND J /S1.3 SEE FOOTING SCHEDULE FOR REINFORCING Q SECTION 7 1/4" 5 3/4" 4 1/2" (2)- 2x6 SILL PLATES W/ 5/8" 0 x 12" ANCHOR BOLTS OR 5/8" 0 x 6" CONCRETE 1 3/4" x 11 1 /4" SCREW ANCHORS (4 1/2" LVL's AT 12" O.C. EMBEDMENT) AT 32" O.C. W/ 2" x 2" x 3/16" PLATE WALL SHEATHING WASHERS AT EACH 2x6 SILL Yl J% PLATE 100' -0" 1 it #4's AT 24" O.C. - EACH (I =11 1 4 �i FACE - STAGGERED CJ ° CJ ° ( 2 ) _ HE X CONTINUOUS AT tO I a 1 ,_ 4 " �° (2)- #6 CONTINUOUS N TOP AND BOTTOM 7 7 , FOOTING F4. SEE F /S1.2 II r ° ° °1 ° SEE FOOTING °° SCHEDULE FOR REINFORCING 5' -6" SQ. AT F10 E SECTION 2x4 BLOCKING AT 48" O.C. 2x6's AT 16" O.C. FOOTING F1 A L SEE A /S1.2 FOR S1.2 S1.2 FOUNDATION WALL ENFORCING WALL 4" 1' -3" 4" SHEATHING ADD (1)- #4 VERT. ANCHOR 2x4's AT EACH CORNER TO BLOCKING V-11" OF PILASTER WITH SIMPSON A34 OR EQUAL WALL SHEATHING [W/ 8d x 1 1/2" ON 2x4 STUDS NAILS] AT 48" O.C. NAIL TO 2x4 STUD AND D E TA I L BLOCKING 2x6's AT 16" O.C. PLUMBING WALL SEE P /S1.2 SEE NOTE 4, SHEET S1.1 DEPRESS FLOOR SLAB FOR TILE SHEATHING ON BOTH 1 3/4" x 5 1/2" LVL's i SIDES AT SHEAR WALL AT 16" O.C. W/ WALL 2 0. C. SHEATHING ON BOTH I WALL I 100' -0" � W/ 5/8' � xL 15LATE ° o Q ANCHOR BOLTS (W/ -- =1111 ° JJ L° °m o v _ m WASHER) AT 24" O.C. (8)- #7 VERTICALS z a o ° T 100' -0" II "' ° ' 2 4 a ° 3 114 II I a _ 4 3 1 o " 27" N SQUARE 18" O.C. a e ° ° °° SEE FOOTING SCHEDULE (4)- #3 TIES x 27" o DEPRESS ° a , e AT 10" O.C. 2' -6" AT F11 ° - 4 ° SEE FOOTING SCHEDULE �� .. ° FOR REINFORCING d ° ° n d 4' -0" SQ. AT F14 SECTION 1 3/4" x 5 1/2" LVL's AT 16" O.C. W/ WALL it CC C c I 7 1/4 4 1/2" I I 2x6's AT 16" O.C. W/ WALL SHEATHING EACH SIDE SEE A /S1.2 100'' =0" (2)- #5 x CONTINUOUS AT MID HEIGHT SEE A /S1.2 FOR REINFORCING ____ -- -- FOUNDATION AT SHEAR WALL (BEYOND). SEE F /S1.3 AND J /S1.3 SEE FOOTING SCHEDULE FOR REINFORCING Q SECTION 7 1/4" 5 3/4" 4 1/2" (2)- 2x6 SILL PLATES W/ 5/8" 0 x 12" ANCHOR BOLTS OR 5/8" 0 x 6" CONCRETE 1 3/4" x 11 1 /4" SCREW ANCHORS (4 1/2" LVL's AT 12" O.C. EMBEDMENT) AT 32" O.C. W/ 2" x 2" x 3/16" PLATE WALL SHEATHING WASHERS AT EACH 2x6 SILL Yl J% PLATE 100' -0" 1 it #4's AT 24" O.C. - EACH (I =11 1 4 �i FACE - STAGGERED CJ ° CJ ° ( 2 ) _ HE X CONTINUOUS AT tO I a 1 ,_ 4 " �° (2)- #6 CONTINUOUS N TOP AND BOTTOM 7 7 , FOOTING F4. SEE F /S1.2 II r ° ° °1 ° SEE FOOTING °° SCHEDULE FOR REINFORCING 5' -6" SQ. AT F10 E SECTION 2x4 BLOCKING AT 48" O.C. 2x6's AT 16" O.C. FOOTING F1 A L SEE A /S1.2 FOR S1.2 S1.2 FOUNDATION WALL ENFORCING WALL 4" 1' -3" 4" SHEATHING ADD (1)- #4 VERT. ANCHOR 2x4's AT EACH CORNER TO BLOCKING V-11" OF PILASTER WITH SIMPSON A34 OR EQUAL WALL SHEATHING [W/ 8d x 1 1/2" ON 2x4 STUDS NAILS] AT 48" O.C. NAIL TO 2x4 STUD AND D E TA I L BLOCKING 2x6's AT 16" O.C. PLUMBING WALL SEE P /S1.2 SEE NOTE 4, SHEET S1.1 DEPRESS FLOOR SLAB FOR TILE FOR WOOD FLOOR SYSTEM SHEATHING ON BOTH 1 3/4" x 5 1/2" LVL's SIDES AT SHEAR WALL AT 16" O.C. W/ WALL "D" SHEATHING ON BOTH SIDES AT SHEAR WALL I „D" � W/ 5/8' � xL 15LATE o Q ANCHOR BOLTS (W/ w 2" x 2" x 3/16" PLATE DEPRESS FLOOR °m o v _ m WASHER) AT 24" O.C. SLAB FOR WOOD a o FLOOR SYSTEM II N 100' -0" II "' _ II 4I . AV- If° a a Ilb ° 3 114 II I a _ 4 3 1 o " #4 DOWEL x 3' -0" AT III o Jw 43/4" 8 ° a 18" O.C. SEE FOOTING SCHEDULE DEPRESS FOR REINFORCING FLOOR SLAB 2' -6" AT F11 2' -6" AT F11 FOR WOOD FLOOR SYSTEM - I NOTE: FOOTING F3 IS NOT D 3/4 x 10 x V-10 I I SHOWN FOR CLARITY ASSOCIATES BASE PLATE W/ (4)- �oocoo SILL PLATE W/ 5/8" 0 - - 4" 0 x 12" ANCHOR i "� o ARCHITECTURE 3 / 8 FOOTING F13 „ 1152 BOND AVENGE - Suite A V 208.359.2309 2x4, 2x6 OR 1 3 4 2x4, 2x6 OR 1 3/4" x 12" ANCHOR BOLTS x 5 1 2 LVL STUD / " = I BOLTS ON 1 NON- I 7/8 0 ANCHOR BOLT REXBURG, IDAHO 83440 Fax 208.359.2271 ,� x 5 1/2" LVL STUD OR 5/8" 0 x 6" / " - - SHRINK GROUT 7/8 „ 0 ANCHOR BOLT FOR FOR SIMPSON HDQ8 -SDS3 I I LANDSCAPE ARCHITECT WALL SIMPSON HDQ8 -SDS3 OR OR EQUAL. SEE K /S1.3 DAVID V. WEAVER & ASSOC. WALL EXPANSION BOLTS = HSS 4 „ x 4 n x 1/4 I I EQUAL. SEE K /S1.3 AND AND M /S1.3 1605. S. Woodruff Ave. 3 1/2 EMBEDMENT) ~ 1 7" I 1 1/2" COLUMN. SEE B /S2.5 I F �. I M /S1.3 Idaho Falls, Idaho 83401 OR 5/8" 0 CONCRETE DEPRESS FLOOR SEE NOTE 4, voice (2os) s2s -9504 EG FOR TOP OF COLUMN 12„ r' Th DyeN GI oEPRL � NG II I .II SCREW ANCHORS SLAB FOR TILE SHEET S1.1 1 1/2" DETAIL I E I ( - I 12„ _ n n 310 N. 2nd E. Ste. 153 ( 1/2" EMBEDMENT) OR WOOD FLOOR AT 48" O.C. SYSTEM I S1.3 I i # TIES x 4 iii # TIES x 4 Rexburg, Idaho 83440 II AT 8 O.C. AT 8 O.C. Voice (208) 656 -8800 100' -0" N 100' -0" I I I j l STRUCTURAL ENGINEERING I {1° TANNER SMITH BARFUSS & ASSOC. I I I ---} (4)- #4 VERT. I 11a° I 233 1250 West #201 C) ° IY ° `' -� , 100 -0 I I I I x 2' -0" 1 ¢ I (4) - #4 VERT. Voice Bountiful �J ° ° / OPTIONAL: T T X 2 -0 _ a ° a ° = MECHANICAL ENGINEERING „ r 0 u ca ENGINEERED SYSTEMS ASSOC. #4 DOWEL x 3 -0 - 2'-0 WIDE x 1 - „ ° 6 ° ° `` I I I I I N 315 West Center ,. o .,, ° e THICKENED SLAB FOOT- AT 18" O.C. I ° IIa ° CN - _ - - ING MAY BE USED AT a ° I I III ° ( I I Pocatello, Idaho 83204 �j �a ° al I ° L-1 ° 2" SAND - - - - - I I I I - - - - - 2' -2n �- ° ° _2 _� _� ° ° N Voice (208) 233 -0501 Fax (801) 233 -0529 FOOTING F3 ONLY _ ° r n n ! • o J .�� • 9 ^ L _ Q F I I I 1 a° -^ ° ° ° ° 2 -2 AEERENGINEERIN INENRING STEP FOOTING 2 -0 AT F3 SEE FOOTING SCHEDULE SEE FOOTING S1 3 NOTE: SEE NOTE 16 �- PN SCHEDULE FOR � ° ° 1823 E. Center St. DOWN 2" WHERE FOR REINFORCING O SHEET S1.1 TY ° SEE FOOTING Pocatello Idaho 83201 2 -6 AT F2 REINFORCING SCHEDULE FOR voice (208) 232 -4439 SLAB IS DEPRESSED , „ , n Fax (208) 232 -1435 FOR CERAMIC TILE. 6 -0 SQ. AT F9 FOOTING F12. EXTEND 5 -0 SQ. AT F13 REINFORCING ACOUSTICAL ENGINEERIN SEE R /S1.2 REINF. 2'-0 INTO FOOTING SPECTRUM + BENNION F13 175 South Main St., Suite 300 Salt Lake City, UT Voice (801) 328-5151 SECTION SECTION a 3/ DS A - R - 3/4" - 1' -q" �-+ 3/4" - 1' -0" 4" = 1' -0" D 4 4 " Fax (208) 232 -1435 FOOTING F12. EXTEND REINF. „ GINf SHEAR WALL A „ S F,.N F,P .r " 2' -O" INTO FOOTING F13 „ 2x6's AT 16" O.C. FOUNDATION BELOW CONCRETE ANCHOR BOLT SCHEDULE SHEAR WALLS (2)- 2x6 s AT 16 O.C. W/ WALL TOP OF SHEATHING EACH SIDE AT L 3 1/4 7 8" 0 ANCHOR BOLT FOR W/ WALL SHEATH - cr �" S1.4 I I I EPRESS FLOOR SLAB 2" D SIMPSON HDQ8 -SDS3 OR / ING EACH SIDE _ I I I I DOWN AT HOLD - SIZE A (MIN.) B C 3099 - - - - � 1 - _ 4" EQUAL. SEE K /S1.3 AND - 2 o _ _J (2) �, 2x6 SILL PLATE W/ r I I M /S1.3 (2)- 2x6's AT HOLD I - - F sT t 5 8 0 x 15 ANCHOR (4) #4 VERT. = m 5/8 0 1 - 2 5 1 1 /2 O, �,� o f J �P C) / 0 „ DOWN. SEE NOTE _ (2)- 2x6 s BELOW BEAM. ° 2 M � v 2 SEE F S25 AND 3 LIA _ m BOLTS (W/ 2" x 2" x 3/16" ( „ I I x -7 ON SHEET S2.1 . " 7 /g" 0 1' -6" 7" 1 1/2" I�MS M I PLATE WASHER) AT 16" O.C. i 3 1/4 I I ( D EP R ESS FOR TILE FLOOR SLAB 2 _ N / N H /S2.5 1 00' -0" I I I I N N PLAN VIEW '� N I- Q Q n z i I I 2' -2" N N � NOTE: #4's AT 36" O.C. x 1' -6" 12" 111 ° ° = 2x6's AT 16" O.C. W/ Q o I I - 12 3/8" 7 1/4" w 1. SIMPSON 5/8 0 SSTB16 BOLTS AT PHD2 -SDS3 II EACH FACE - _ - OUTSIDE FACE OF WALL SHEATHING EACH 'll' tD I I ( 3 TIES x 4" # TIES x 4 Q m AND SIMPSON 5/8 0 SSTB24 BOLTS AT PHD5 - °II STAGGERED I # II ° FOUNDATION SIDE :2 AT 8 ( H I I AT 8" O.C. `" I i� O.C. I w SDS3 MAY BE SUBSTITUTED FOR 5/8 0 ANCHOR 00 III BOLTS IN THE ABOVE SCHEDULE. (1)- #5 CONTINUOUS 3 I S1.3 (4)- #4 VERT. (10)- SIMPSON SDS �� SIMPSON HDQ8 -SDS3 N NOTE: FOOTING F3 IS NOT I I >• I° °I 2. BOLT PROJECTION TO BE 7" AT SHEAR WALLS W/ 0 AT MID HEIGHT OF WALL I L I ¢ II „ 1 4 x 3 WOOD I° HOLD DOWN OR EQUAL . 8" 0 SSTB24L 7 8" I w I SHOWN FOR CLARITY "' x 2 -0 SCREWS 1 _ j ° DOUBLE SILL PLATES SIMPSON 5 I SEE / Z ~ 1 � (2)- #5 CONTINUOUS _ io d BOLTS MAY BE SUBSTITUTED FOR 5/8" 0 ANCHOR 0 �. TOP AND BOTTOM I I `� I I = I I „ NOTE 5 BOLTS IN THE ABOVE SCHEDULE. LO 'r' N SIMPSON PHD2 -SDS3 - (20)- SIMPSON SDS 1/4 Q ti U ° I 8" 7/8 0 ANCHOR BOLT FOR t �� 3. SIMPSON 7/8 0 SSTB34 BOLTS AT HDQ8 -SDS3 s - -- -s �- �- PRE - DEFLECTED HOLD x 3 WOOD SCREWS J CD LO W o _ a ° Q Q MAY BE SUBSTITUTED FOR 7 8 0 ANCHOR BOLTS ;a SEE FOOTING SCHEDULE FOR I I SIMPSON HDQ8 -SDS3 OR o ° ° a _ DOWN OR EQUAL -� i- REINFORCING I I EQUAL. SEE K /S1.3 AND I a ° ° a 2 -2 vv / (2)- 2x6 PLATES. SEE IN THE ABOVE SCHEDULE. 0 1'� U.) O c = ° 4. ANCHOR BOLTS MAY BE HEADED BOLTS OR ALL - ( D Q M /S1.3 a ° ° a 5 8 0 ANCHOR F S13 - - ° . �- �- / - -- / THREADED ROD WITH NUT. USE ASTM A307 OR A36. L - - - - - - - - - - - - - - - - -� FOOTING F13 SEE FOOTING SCHEDULE BOLT. SEE K /S1.3 5. (2)- 2" x 2" x 3/16" PLATE WASHERS. J LO SEE 0 ANCHOR BOLT LO 2' -0" AT F12 5' -0" SQ. AT F13 FOR REINFORCING ELEVATION SEE K /S1.3 ANCHOR BOLTS =' m SECTION DETAIL SECTION DETAIL FOR H OLDOWN S 2 X UJ F 3/4„ = 1' -0" � 3/4" = 1' -0" � 3/4" = 1' -q" � 3/4" = 1' -0" � NONE w - Tia FOUNDATION BELOW _ FOUNDATION BELOW SEE F /S1.3 SHEAR WALL "C" 2x6's AT 16" O.C. = SHEAR WALL "B ". SHEAR WALL "D" OUTSIDE FACE _ WALL SHEATHING E•-� 2x6's AT 16" O.C. AT CORRIDOR WALL I WHERE CORRIDOR 2x6 s AT 16 O.C. 1 3/4 x 5 1/2 OF FOUNDATION L „ „ (2)- 2x6's AT HOLD (SHEAR WALL "B" WALL IS FRAMED (2)- 2x6's AT HOLD I ( W/ WALL SHEATHING (2)- LVL's AT HOLD LVL's AT 16" O.C. W Z W/ WALL SHEATHING DOWN I I EACH SIDE ONLY) L W/ 2x6's (SHEAR DOWN 1AM ( EACH SIDE DOWN W/ WALL SHEATHING 0 WALL "B" ONLY) = EACH SIDE - 2x4 's AT 16" O.C. ;R AT CORRIDOR WALL WHERE CORRIDOR (2)- 2x6's BELOW = - o O PLAN VIEW PO I I h WALL IS FRAMED PLAN VIEW I BEAM. SEE F /S2.5 PLAN VIEW 4 i 1 3/4" x 5 1/2" v ( A o °� PLAN VIEW I - W/ 2x4's AND H/52.5 r (2)- LVL's AT HOLD LVL's AT 16" O.C. o x �✓ CENTERLINE OF DOWN. SEE NOTE U W 0 fk� I FOUNDATION BELOW 1 1 3/4" x 5 1/2" 27 ON SHEET S2.1 71/4" a W H 0- OUTSIDE FACE OF 2x6's AT 16" O.C. W/ OUTSIDE FACE OF LVL's AT 16" O.C. H SIMPSON HDQ8 -SDS3 FOUNDATION SIMPSON HDQ8 -SDS3 SHEAR WALL A rr WALL SHEATHING EACH FOUNDATION SIMPSON PHD5 -SDS3 STUD WALL SIMPSON PHD5 -SDS3 PRE- DEFLECTED HOLD HOLD DOWN OR EQUAL , HOLD DOWN OR EQUAL THRU "C ". 2x6's AT SIDE PRE - DEFLECTED HOLD w o 0 0 0 16" O.C. W/ WALL �� DOWN OR EQUAL DOWN OR EQUAL I W 0 Go o o SHEATHING EACH SIMPSON HDQ8 -SDS3 I° °i ° o N--� _ (20)- SIMPSON SDS o o (20)- SIMPSON SIDS ° ° SIDE HOLD DOWN OR EQUAL ° °i (14)- SIMPSON SDS o 0 (14)- SIMPSON SDS o 1/4" x 3 WOOD 1 /4 x 3 WOOD I ° 1 9oi 1 /4 x 3 WOOD ° l0 1/4" x 3 WOOD ° Q SCREWS (2)- 2x6 PLATES SCREWS (2)- 2x6 PLATES (2)- 2x6 PLATES SCREWS (2)- 2x6 SILL PLATE SCREWS 2x6 SILL PLATE SEE F /S1.3 SEE F /S1.3 (20)- SIMPSON SDS t SEE F /S1.3 SEE P /S1.2 AND SEE A /S1.2 _J I 1/4" x 3" WOOD Q /S1.2 oz ° ° ° SCREWS I II ° It - °� - 7/8" 0 ANCHOR ° I 7/8" 0 ANCHOR 7/8" 0 ANCHOR �i 5/8" 0 ANCHOR i I 5/8" 0 ANCHOR o BOLT. SEE K /S1.3 BOLT. SEE K /S1.3 BOLT. SEE K /S1.3 BOLT. SEE K /S1.3 ° BOLT. SEE K /S1.3 ~ ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 0 C 0 CL DETAIL DETAIL Q3/ 0 L 3/4' = 1' -0 ,•, 3/4 - 1 -0 4 = 1 -0" 0 3/ 3/4" V) r W o W cn 7 1/4 OUTSIDE FACE OF UJ OUTSIDE FACE OF OUTSIDE FACE OF (2)- LVL's AT HOLD 8 1/8" 1 DOWN. SEE NOTE FOUNDATION L Q FOUNDATION 1 3/4" x 5 1 /2" 2x6's AT 16" O.C. FOUNDATION 2x6's AT 16" O.C. 1 3/4" x 5 1 /2" 9° 27 ON SHEET S2.1 11 a LVL's AT 16" O.C. W/ WALL SHEATHING LVL's AT 16" O.C. 1 3/4" x 7 1 /4" - r w (2)- LVL's AT HOLD EACH SIDE. SEE _ (2)- 2x6's AT HOLD 1 LVL's AT 16" O.C. Project Number: = DOWN. SEE (2)- 2x6's AT HOLD _ _ B /S1.2 DOWN. SEE NOTE 5 91- 556 -77 w NOTE 27 ON = DOWN. SEE NOTE 27 ON SHEET S2.1 Plan Series: z SHEET S2.1 27 ON SHEET S2.1 1 3/4" x 5 1/2" Z, a HER- TRA -98 -13 N PLAN VIEW ^ LVL's AT 16" O.C. PLAN VIEW - Property Number: PLAN VIEW T Z 1 4 2x6's AT 16" O.C. PLAN VIEW 2x6 s AT 16 O.C. T PLAN VIEW 591 - 5568 -77 7/8" ROUGH OPENING FOR (2)- LVL's AT HOLD r- 6 5/8"- 15' -0" ROUGH OPENING OUTSIDE FACE OF DOWN. SEE NOTE BEAM B -6 ABOVE O I _ Sheet Title: ? 1' -2 3/8" FOUNDATION DOOR OR WINDOW 1 -2 7/8 27 ON SHEET S2.1 SEE M /S2.5 1' -4 1/8" � OUTSIDE FACE OF OUTSIDE FACE OF CONCRETE WALL SHEATHING FOUNDATION (3)- 2x6's AT HOLD WALL SHEATHING -� OUTSIDE FACE OF OUTSIDE FACE OF - (3)- LVL's AT HOLD FOUNDATION WALL SHEATHING DETAILS DOWN (ONE 2x6 FOUNDATION FOUNDATION DOWN (ONE LVL ° BELOW DOOR OR I BELOW BEAM B -5). SIMPSON PHD5 -SDS3 SIMPSON PHD2 -SDS3 SIMPSON PHD2 -SDS3 WINDOW HEADER). SIMPSON PHD5 -SDS3 SIMPSON SEE NOTE 27 ON SIMPSON PHD2 -SDS3 SIMPSON PHD2 -SDS3 PRE- DEFLECTED HOLD of 1 PRE - DEFLECTED HOLD PRE - DEFLECTED HOLD SEE NOTE 27 ON PRE - DEFLECTED HOLD PHD5 -SDS3 PRE- SHEET S2.1 PRE - DEFLECTED HOLD 1 PRE DEFLECTED HOLD z DOWN OR EQUAL °° °11 - DOWN OR EQUAL DOWN OR EQUAL I - SHEET S2.1 DOWN OR EQUAL DEFLECTED HOLD - DOWN OR EQUAL - to rr °" DOWN OR EQUAL a � II° 0 0 11 l _ _ DOWN OR EQUAL - kfi - II° o i1 x SIMPSON SDS ° k* ° kfi (10)� SIMPSON SDS (10)- SIMPSON SDS (14)- SIMPSON SDS 1/4" x " WOOD DS (10)- SIMPSON SDS I I (10)- SIMPSON SDS / 3 WOOD 1/4" x 3 WOOD 1/4" x 3" WOOD 1/4" x 3" WOOD x SCREWS 1/4" x 3" WOOD 1/4" x 3" WOOD 6i SCREWS i �i 11 SCREWS it ° SCREWS SCREWS li ° 11 a SCREWS II ii 11 SCREWS 5/8" 0 ANCHOR 5/8" 0 ANCHOR 5/8" 0 ANCHOR ° ° 5/8" 0 ANCHOR 5/8" 0 ANCHOR BOLT. SEE K /S1.3 BOLT. SEE K /S1.3 BOLT. SEE K /S1.3 BOLT. SEE K /S1.3 BOLT. SEE K /S1.3 Sheet: N ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION (.0 o 51.3 a 3/ DD 4„ _ 1' -0" 4 „ _ 1' -0" 4 " = 1' -0" � 3/4" = 1' - • 3/4" rn to I 1 3/4" x 5 1/2" OUTSIDE FACE OF CENTERLINE OF SHEAR LVL's AT 12" O.C. FOUNDATION SEE NOTE 2 ON DEPRESS SLAB 2" FOR WALL "D" SHEET S1.1 WOOD FLOOR SYSTEM 10" FDN. (BEYOND) SEE N /S1.2 ANCHOR BOLT FOR HOLD (2)- 7 1/4" LVL's AT SEE G,/S1.2 AT ,� N DOWN ANCHOR. SEE P /S1.3 HOLD DOWN. SEE NOTE 9 FOOTING F1 AND `'- ``- Q , z z OR 27 ON SHEET 52.1 FOOTING F4 = C:) ° o SN2 - TILE (BEYOND) SEE DEPRESS SLAB 2" F S PLAN VIEW N /S1.2 , 1 3/4 x 7 1/4" ¢ Q 100' -0" 100 -0 LVL's AT 16" O.C. _ 8 1/8 L - 4 - - °d CD CO ° ° °d b II° p d a 4, I °a WALL SHEATHING z o o - - -� - - - II I _ I 1 0 I III I Q II o _ SIMPSON PHD2 -SDS3 I - - - - - 00 I i I 204 PRE - DEFLECTED HOLD I 0 0 II DOWN OR EQUAL ( _ o " FOOTING F2. EXTEND - �� '�' - II (10)- SIMPSON SDS STEP FOOTING F3 DOWN REINFORCING 2' -0" REINFORCING 2' -0" FOOTING F2. EXTEND 1/4" x 3" WOOD o I I TO FOOTING F1 INTO FOOTING F16 INTO FOOTING F16 SCREWS 1 I ( SEE PLAN 2' -0" AT F16 3' -0" ii' I I STEP FOOTING F2 DOWN STEP FOOTING F2 STEP FOOTING F2 5/8" 0 ANCHOR TO FOOTING F4 DOWN TO FOOTING F16 (BEYOND) DOWN TO FOOTING F16 BOLT. SEE K /S1.3 " FOOTING F11 (BEYOND) ELEVATION 1 -0 FOOTING F16. SEE FOOTING SEE P /S1.2 AND Q /S1.2 FOOTING F1 OR F4 SCHEDULE FOR REINFORCING AND D /S1.4 SECTION ECTION FOOTING F1 (BEYOND) R SECTION , - ,- „ ( D S 3/4" = 1' -0" v 3/4" = 1' -0" 3/4 - 1 NOTE: DETAIL SHOWN AT TOP OF FOOTING. FLOOR SLAB AND DEPRESSED AREAS NOT SHOWN FOR CLARITY FOOTING F16. SEE FOOTING SCHEDULE FOR REINFORCING AND C /S1.4 STEP FOOTING F2 DOWN TO FOOTING F16. SEE C /S1.4 FOOTING F2. EXTEND REINFORCING 2' -0" INTO FOOTING F16 co I = I I I I - t I 0 I SEE PLAN 2' -6" I II _J FOOTING F11. SEE P /S1.2 AND Q /S1.2. EXTEND REINFORCING 2' -0" INTO FOOTING F16 STEP FOOTING F11 DOWN TO FOOTING F16 CENTERLINE OF SHEAR WALL D STEP FOOTING F2 DOWN TO ANCHOR BOLT FOR FOOTING F16. SEE C /S1.4 HOLD DOWN ANCHOR SEE P /S1.3 FOOTING F2. EXTEND 3' -0" REINFORCING 2' -0" INTO + A FOOTING F16 1. D SHEATHING ADD (3)- #4 VERT. AND #4 DOWEL ON 1 3/4" x TOP AND BOTTOM AT PILASTER 7 1/4" LVL's F4 10 - - - - - - - - - - = - T 01 o Of 1 I 0 0- "' _ - - G a I I S1.4 � � I 1 3/4" x 11 1/4" CK $1N LVL's AT 16" O.C. 2x4 BLOCKING AT a I F J 48" O.C. J ANCHOR LVL's ( WALL SHEATHING z TO BLOCKING 8" L F- WITH SIMPSON /E o A34 OR EQUAL S1.4 NAILS] 48" 7" 2' -0" 6" 3" SEE E /S1.4 FOR o O.C. NAIL TO REINFORCING o LVL AND DETAIL C'4 BLOCKING 0 a 3/4" = 1' -0" w w Q Li _ w z CV 0 J J 0 I 0 n 0 0 Z a Ir 0 Gi Q LO cV 'f 1 0 ) 5 1/4 21/2' SEE E /A3.4 _ I C C 5 3/4" 211 C 1.4 WALL SHEATHING I I 1 3/4" x 11 1/4" LVL's AT 12" O.C. I SEE E /S1.4 100' -0" --- SEE E /S1.4 FOR REIN- FORCING - (2)- #5 AT MID HEIGHT OF WALL /- SEE FOOTING SCHEDULE FOR REINFORCING SECTION 1 3/4" x 11 1/4" LVL's AT 16" O.C. WALL SHEATHING �� R z 0 _ I s CX I c c I 7 1/4' 5 3/4" (2)- 2x6 SILL PLATES W/ 41/2" 5/8" 0 x 12" ANCHOR BOLTS OR 5/8" 0 x 6" CONCRETE SCREW ANCHORS (4 1/2" EMBEDMENT) AT 32" O.C. W/ 2" x 2" x 3/16" PLATE WASHERS AT EACH 2x6 SILL PLATE 100' -0" TI n ° <1 4's AT 24" O.C. - EACH I =11 II ° II FACE - STAGGERED (2)- #5 AT MID HEIGHT OF WALL 1 -4" a 10" (2)- #6 CONTINUOUS TOP AND BOTTOM c d d �d ° a SEE FOOTING SCHEDULE _ FOR REINFORCING SECTION 11 7 1/4" r 5 3/4" WALL SHEATHING 41/2" 1 3/4" x 11 1/4" LVL's AT 12" O.C. I I I I SEE E /S1.4 100' -0" SEE E /S1.4 FOR REIN- FORCING - (2)- #5 AT MID HEIGHT OF WALL ,,-SEE FOOTING SCHEDULE FOR REINFORCING K SECT LO WALL SHEATHING w I I ON 1 3/4" x K 7 1/4" LVL's 8" 1' -4" S1.4 WALL r ADD #4 DOWEL - SHEATHING TOP AND BOTTOM AT PILASTER # 4 DOWEL - N TO ADD (3)- #4 VERT. BOTTOMD AT PILASTER G z cv 1 cn S1.4 I I I 1 3/4" x 11 1/4" z LVL's. SEE E /S1.4, J /S1.4 AND K /S1.4 I I N 2x4 BLOCKING AT -I I 48" O.C. ANCHOR LVL's i I WALL SHEATHING o TO BLOCKING Un WITH SIMPSON L'_ 1 1 1 , 1 SEE E /S1.4 FOR A34 OR EQUAL REINFORCING [ W/ 8d x 1 1/2" 6 " 2 0 " # " 3 - 4 NAILS] AT 48" - 10 E VERT. SEE O.C. NAIL TO S1.4 F /S1.4 AND LVL AND DETAIL H /S1.4 BLOCKING (ZF) 3/4" = 1' -0" r N 10 I CV 0 I 2x6's AT 16" O.C. W/ WALL SHEATHING EACH SIDE AT SHEAR WALL (2)- 2x6 SILL PLATE W/ 5/8" 0 x 15" ANCHOR BOLTS (W/ 2" x 2" x 3/16" PLATE WASHER) AT 16" O.C. .. . #4's AT 36" O.C. x 1' -6" t r EACH FACE - 0 I SEE PLAN 2' -6" I II _J FOOTING F11. SEE P /S1.2 AND Q /S1.2. EXTEND REINFORCING 2' -0" INTO FOOTING F16 STEP FOOTING F11 DOWN TO FOOTING F16 CENTERLINE OF SHEAR WALL D STEP FOOTING F2 DOWN TO ANCHOR BOLT FOR FOOTING F16. SEE C /S1.4 HOLD DOWN ANCHOR SEE P /S1.3 FOOTING F2. EXTEND 3' -0" REINFORCING 2' -0" INTO + A FOOTING F16 1. D SHEATHING ADD (3)- #4 VERT. AND #4 DOWEL ON 1 3/4" x TOP AND BOTTOM AT PILASTER 7 1/4" LVL's F4 10 - - - - - - - - - - = - T 01 o Of 1 I 0 0- "' _ - - G a I I S1.4 � � I 1 3/4" x 11 1/4" CK $1N LVL's AT 16" O.C. 2x4 BLOCKING AT a I F J 48" O.C. J ANCHOR LVL's ( WALL SHEATHING z TO BLOCKING 8" L F- WITH SIMPSON /E o A34 OR EQUAL S1.4 NAILS] 48" 7" 2' -0" 6" 3" SEE E /S1.4 FOR o O.C. NAIL TO REINFORCING o LVL AND DETAIL C'4 BLOCKING 0 a 3/4" = 1' -0" w w Q Li _ w z CV 0 J J 0 I 0 n 0 0 Z a Ir 0 Gi Q LO cV 'f 1 0 ) 5 1/4 21/2' SEE E /A3.4 _ I C C 5 3/4" 211 C 1.4 WALL SHEATHING I I 1 3/4" x 11 1/4" LVL's AT 12" O.C. I SEE E /S1.4 100' -0" --- SEE E /S1.4 FOR REIN- FORCING - (2)- #5 AT MID HEIGHT OF WALL /- SEE FOOTING SCHEDULE FOR REINFORCING SECTION 1 3/4" x 11 1/4" LVL's AT 16" O.C. WALL SHEATHING �� R z 0 _ I s CX I c c I 7 1/4' 5 3/4" (2)- 2x6 SILL PLATES W/ 41/2" 5/8" 0 x 12" ANCHOR BOLTS OR 5/8" 0 x 6" CONCRETE SCREW ANCHORS (4 1/2" EMBEDMENT) AT 32" O.C. W/ 2" x 2" x 3/16" PLATE WASHERS AT EACH 2x6 SILL PLATE 100' -0" TI n ° <1 4's AT 24" O.C. - EACH I =11 II ° II FACE - STAGGERED (2)- #5 AT MID HEIGHT OF WALL 1 -4" a 10" (2)- #6 CONTINUOUS TOP AND BOTTOM c d d �d ° a SEE FOOTING SCHEDULE _ FOR REINFORCING SECTION 11 7 1/4" r 5 3/4" WALL SHEATHING 41/2" 1 3/4" x 11 1/4" LVL's AT 12" O.C. I I I I SEE E /S1.4 100' -0" SEE E /S1.4 FOR REIN- FORCING - (2)- #5 AT MID HEIGHT OF WALL ,,-SEE FOOTING SCHEDULE FOR REINFORCING K SECT LO WALL SHEATHING w I I ON 1 3/4" x K 7 1/4" LVL's 8" 1' -4" S1.4 WALL r ADD #4 DOWEL - SHEATHING TOP AND BOTTOM AT PILASTER # 4 DOWEL - N TO ADD (3)- #4 VERT. BOTTOMD AT PILASTER G z cv 1 cn S1.4 I I I 1 3/4" x 11 1/4" z LVL's. SEE E /S1.4, J /S1.4 AND K /S1.4 I I N 2x4 BLOCKING AT -I I 48" O.C. ANCHOR LVL's i I WALL SHEATHING o TO BLOCKING Un WITH SIMPSON L'_ 1 1 1 , 1 SEE E /S1.4 FOR A34 OR EQUAL REINFORCING [ W/ 8d x 1 1/2" 6 " 2 0 " # " 3 - 4 NAILS] AT 48" - 10 E VERT. SEE O.C. NAIL TO S1.4 F /S1.4 AND LVL AND DETAIL H /S1.4 BLOCKING (ZF) 3/4" = 1' -0" r N 10 I CV 0 I 2x6's AT 16" O.C. W/ WALL SHEATHING EACH SIDE AT SHEAR WALL (2)- 2x6 SILL PLATE W/ 5/8" 0 x 15" ANCHOR BOLTS (W/ 2" x 2" x 3/16" PLATE WASHER) AT 16" O.C. .. . #4's AT 36" O.C. x 1' -6" EACH FACE - STAGGERED CV CV CN 3" (1)- #5 CONT. AT MID HEIGHT (2)- #5 CONTINUOUS 0 TOP AND BOTTOM 0 . SEE FOOTING SCHEDULE FOR REINFORCING 2' -0" AT F12� @_ � 3 ECTION 1' -3 1/4" 5 3/4" 1 3/4" x 7 1/4" LVL's 4 3/4" 7 3/4" SEE F /S1.4 FOR LAYOUT i 1 3/4" x 11 1/4" LVL's SEE E /S1.4, J /S1.4 AND K /S1 /4 FOR SPACING SEE E /S1.4 100' -0" SEE E /S1.4 FOR REIN- __ j FORCING I d (2)- #5 AT MID HEIGHT 6" 2 0� 10", OF WALL ° a d SEE FOOTING SCHEDULE ° -w- .,_- d FOR REINFORCING. _ CONTINUE FOOTING F5 REINFORCING THRU S -4" AT F17 FOOTING F17 TION @ 3 3/ 4 = 1 -0 0 p, �'��& ASSOCIATES ° o ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSIICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 PRDr, L NG IN J 3099 7 t OF 1'�P�P���� i✓ICL I AM S 't Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: CONCRETE DETAILS Sheet: S1.4 cn CN w 0 Z 3: 0 0 . 0 Z I�- J U i ~ (0 U W 0 V U � 0 -0 � Q Z J F � U m Wo w c � G X Cn W 0. m Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: CONCRETE DETAILS Sheet: S1.4 cn w 0 Z o 0 . o xU� CL U � W (� F � U Wo w Cn Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: CONCRETE DETAILS Sheet: S1.4 0 . U Cn m 0 0 a� D ro Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: CONCRETE DETAILS Sheet: S1.4 16" I -JOIST AT 24" O.C. (UNLESS NOTED OTHERWISE) SEE NOTE 25 2x6's AT 24" O.C. (2)- 2x6's w � CONT. FASCIA -- C) SEE A /S2.2 (OPP.) FOR ENLARGED FRAMING PLAN OF OVERBUILD SEE C /A3.6 Q o SEE NOTE 13 - (/) Cr J N , n 1 -10 1/2 0 o SOLID BLOCKING - (D �-- SEE R /S2.5 0 0 c3 0 ADD 2x6 AT FASCIA U) Of C o N N SEE NOTE 19 D /S2.2 FOR CONT. FASCIA 26's AT 24" O.C. C) FRAMING PLAN SEE NOTE 28 cc `� (2)- 2x1 0's SEE NOTE 15 w � I C) SEE A /S2.2 (OPP.) FOR ENLARGED FRAMING PLAN OF OVERBUILD SEE NOTE 17 -� Z ° W 5 SEE NOTE 2 C3 pf W , n 1 -10 1/2 C3 o F �, C � `'4 0 - q < z A3.1 U) Of C o 0 o z SEE NOTE 19 D /S2.2 FOR CONT. FASCIA SEE NOTE 16 C) FRAMING PLAN SEE NOTE 21 cc `� (2)- 2x1 0's SOLID BLOCKING - 19. (3)- 2x OUTLOOKERS (2x's TO MATCH TOP CHORD OF SEE R /S2.5 WALL o CONT. 2x6--- UNLESS NOTED OTHERWISE IN DETAIL NOTES, FILL ALL SEE R /S2.5 -� FASCIA. SEE SEE D /A7.2. D /A3.4 I (2)- 2x6's HOLES (ROUND, TRIANGLE AND DIAMOND SHAPED) IN SEE NOTE 28 I "A". SEE 26's AT 24" O.C. n N o ADD 2x6 AT FASCIA 12. N AT DUCT PENETRATIONS THRU INTERIOR o Z SEE NOTE 13 -- CENTERLINE OF DORMER. SEE B/S2.2 OPP. FOR FRAMING PLAN SEE A /A3.5 FOR BLOCKING BELOW A DORMER A3.2 SEE K /S1.2 III�1 ■SIM Effm M ail • 24" O.C. BLOCKING SEE S /S2.5 SEE I NOTE 6 I l F1 J1 SHEAR WALL "A ". SEE A /S2.7 SEE NOTE 18 TRUSSED BLOCKING SEE A /S3.1 I I I SEE NOTE 12 BLOCKING AT STRUT. SEE E /S2.7 SEE NOTE 31 SEE NOTE 12 SEE G NOTE 18 3: � I I SEE A /S2.2 (OPP.) FOR ENLARGED FRAMING PLAN OF OVERBUILD i NOTE 3 REFERENCES, DIMENSIONS AND NOTES SEE NOTE 25 , n 1 -10 1/2 SEE BEAM SCHEDULE ON SHEET S2.3 FOR BEAM SIZES 7[- 1 1 ='� � I F �, C 1. 0 0 Z 2' -1 1/2" CENTERLINE OF DORMER. SEE I -JOIST BLOCKING SEE A /A3.4 C o SOLID BLOCKING O V D /S2.2 FOR CONT. FASCIA SEE NOTE 16 FRAMING PLAN SEE A /A3.4 SEE NOTE 30 (2)- 2x1 0's L 19. (3)- 2x OUTLOOKERS (2x's TO MATCH TOP CHORD OF SHEAR WALL o II UNLESS NOTED OTHERWISE IN DETAIL NOTES, FILL ALL SEE R /S2.5 -� STANDARD. SEE D /A7.2. TRUSSED RAFTERS TR -2 AND TR -2A) AT STEEPLE BASE I = HOLES (ROUND, TRIANGLE AND DIAMOND SHAPED) IN I I "A". SEE n N N '- 12. FOR DETAIL AT DUCT PENETRATIONS THRU INTERIOR I Z IN THE CONNECTION DETAILS. BEAM B -1 LVL BEARING WALL, SEE J /S2.7. FOR SIZE AND A /S2.7 STUD WALL. 1' -0" II II N CONT. 2x6 FASCIA I LOCATIONS, SEE MECHANICAL SHEETS. FOR DUCT L cc EACH STUD (LVL OR 2x6) AT HOLD DOWN W/ 10d AT 6. STEEPLE LOCATION. SEE SHEET S2.8 FOR STEEPLE PENETRATIONS THRU SHEAR WALLS, SEE SHEAR WALL 20. SEE S /S2.6 FOR FRAMING AT 5 1/2" LVL WALL AND 6" O.C. Of BASE FRAMING DETAILS AND TRUSSED RAFTER LAYOUT. SEE C /A3.6 ELEVATIONS II B I 0 L S2.5 jl I S2.5 SEE A /S2.9 FOR WALL FRAMING ELEVATION AT WINDOWS. J SEE SHEET A3.7 FOR STEEPLE ELEVATIONS AND SECTIONS. 13. ADD 1 3/4" OPP. I I OPP. J I ALL WALL SHEATHING EDGES TO BE BACKED WITH I TO SIDE OF BEAM B -2 29. 11 7/8" LVL's MAY BE SUBSTITUTED FOR 11 1/4" LVL's �j 2" NOMINAL FRAMING OR WIDER. NAIL SHEATHING mm SEE NOTE 3 B A3.2 r BEAM I B -15 BEAM B -7 FA VA 01 , li 1 1 w - - Ni- 1 1 1 1 --- - - - - -- _ (2)- 2x6's V LL BEAM B -4 of B ` SEE SEE A /A3.5 FOR A3.3 -' K /S1 2 BLOCKING BELOW - - 16" I -JOIST AT 24" O.C. (UNLESS NOTED OTHERWISE) I I SEE A /S2.2 (OPP.) FOR ENLARGED FRAMING PLAN OF OVERBUILD i NOTE 3 REFERENCES, DIMENSIONS AND NOTES SEE NOTE 25 , n 1 -10 1/2 SEE BEAM SCHEDULE ON SHEET S2.3 FOR BEAM SIZES FA VA 01 , li 1 1 w - - Ni- 1 1 1 1 --- - - - - -- _ (2)- 2x6's V LL BEAM B -4 of B ` SEE SEE A /A3.5 FOR A3.3 -' K /S1 2 BLOCKING BELOW - - SHEAR WALL "B ". SEE B /S2.7 I SEE NOTE 18 I - J SEE NOTE 31 SEE 11 NOTE 11 1 BLOCKING SEE S /S2.5 I I I BLOCKING AT STRUT SEE E /S2.7 TRUSSED BLOCKING SEE A /S3.1 CENTERLINE OF FOLD ING PARTITION. SEE A /A5.4 AND B /A5.4 TR -4 =L = 16" I -JOIST AT 24" O.C. (UNLESS NOTED OTHERWISE) I I SEE A /S2.2 (OPP.) FOR ENLARGED FRAMING PLAN OF OVERBUILD AND NOTE 3 REFERENCES, DIMENSIONS AND NOTES SEE NOTE 25 , n 1 -10 1/2 SEE BEAM SCHEDULE ON SHEET S2.3 FOR BEAM SIZES 7[- 1 1 ='� � I F �, C 1. 0 0 Z SHEAR WALL "B ". SEE B /S2.7 I SEE NOTE 18 I - J SEE NOTE 31 SEE 11 NOTE 11 1 BLOCKING SEE S /S2.5 I I I BLOCKING AT STRUT SEE E /S2.7 TRUSSED BLOCKING SEE A /S3.1 CENTERLINE OF FOLD ING PARTITION. SEE A /A5.4 AND B /A5.4 TR -4 =L = 16" I -JOIST AT 24" O.C. (UNLESS NOTED OTHERWISE) I I SEE A /S2.2 (OPP.) FOR ENLARGED FRAMING PLAN OF OVERBUILD AND NOTE 3 REFERENCES, DIMENSIONS AND NOTES SEE NOTE 25 , n 1 -10 1/2 SEE BEAM SCHEDULE ON SHEET S2.3 FOR BEAM SIZES 0 F �, C 1. 0 0 Z 2' -1 1/2" CENTERLINE OF DORMER. SEE I -JOIST BLOCKING SEE A /A3.4 "C ". SEE r _ O V D /S2.2 FOR CONT. FASCIA SEE NOTE 16 FRAMING PLAN SEE A /A3.4 SEE NOTE 30 (2)- 2x1 0's L 19. (3)- 2x OUTLOOKERS (2x's TO MATCH TOP CHORD OF SEE A /A3.5 FOR BLOCKING BELOW DORMER SEE A /A3.5 FOR BLOCKING BELOW DORMER SHEAR WALL "B ". SEE B /S2.7 I SEE NOTE 18 I - J SEE NOTE 31 SEE 11 NOTE 11 1 BLOCKING SEE S /S2.5 I I I BLOCKING AT STRUT SEE E /S2.7 TRUSSED BLOCKING SEE A /S3.1 CENTERLINE OF FOLD ING PARTITION. SEE A /A5.4 AND B /A5.4 TR -4 =L = IeJ� SEE NOTE 18 L - SEE I I NOTE 26 SHEAR WALL "D ". SEE I D /S2.7 I SEE I NOTE 11 (2)- TR -3 2 -0" 4'-0n 2' -0" TR- I SEE I I NOTE 26 - I SEE NOTE 18 I -SHEAR WALL "B ". SEE I B /S2.7 `- BEAM B -4 SEE -- NOTE 16 SEE NOTE 30 A - - - -BEAM - _- -- _ - - -- - -- -- o NOTES DORMER A3.2 F B -5 BEAM BEAM BEAM - II I 0 1. BRICK VENEER IS NOT SHOWN ON FRAMING PLAN. SEE NOTE 25 C 2' - 0 " 1' -10 1/2" � DIMENSIONS AT EXTERIOR WALLS ARE TO EXTERIOR A3.3 B -6 III B -6 B -5 '- FACE OF STUD WALLS. CENTERLINE OF DORMER. -0" 2' -1 1/2" SEE B /S2.2 FOR FRAMING 0 2. ROOF FRAMING IS SYMMETRICAL ABOUT CENTERLINE 11'_1" PLAN �� I I 1 1 4 1 1 1 1 1 1 1 11 1 1 N I I I I N I- (RIDGE LINE) UNLESS NOTED OTHERWISE. °Q SEE A /S2.2 FOR ENLARGED - ROOF FRAMING PLAN V) 3. OVERBUILD FRAMING IS SYMMETRICAL ABOUT CENTER- FRAMING PLAN OF OVERBUILD BEAM B BEAM BEAM 1/8" = V -0" Li LINE (OVERBUILD RIDGE LINE) OF OVERBUILD. OVER- AND REFERENCES, DIMENSIONS B -7 A3.2 B - 15 B -7 = BUILDS ARE SYMMETRICAL ABOUT CENTERLINE (RIDGE AND NOTES cn LINE) OF BUILDING. SEE UJI I I NOTE 3 N SHEAR WALL SEE BEAM SCHEDULE ON SHEET S2.3 FOR BEAM SIZES 0 1. 0 0 Z f�- "C ". SEE r _ O V ` 0 r LO LO C /S2.7 (2)- 2x1 0's L 19. (3)- 2x OUTLOOKERS (2x's TO MATCH TOP CHORD OF 26. ADD SIMPSON MST72 OR EQUAL STRAP TIE [W/ (56)- W II UNLESS NOTED OTHERWISE IN DETAIL NOTES, FILL ALL STANDARD. SEE D /A7.2. TRUSSED RAFTERS TR -2 AND TR -2A) AT STEEPLE BASE 10d NAILS] FROM I -JOIST TO TOP OF SHEAR WALL TOP = HOLES (ROUND, TRIANGLE AND DIAMOND SHAPED) IN I I 2 r -On PLATES. SEE B /S2.1. I I FRAMING CONNECTORS WITH THE FASTENERS SPECIFIED 12. FOR DETAIL AT DUCT PENETRATIONS THRU INTERIOR K /S2.6 FOR CONNECTION TO TRUSSED RAFTERS AND Z IN THE CONNECTION DETAILS. BEAM B -1 LVL BEARING WALL, SEE J /S2.7. FOR SIZE AND STUD WALL. 1' -0" II II N tv - 0" LOCATIONS, SEE MECHANICAL SHEETS. FOR DUCT L cc EACH STUD (LVL OR 2x6) AT HOLD DOWN W/ 10d AT 6. STEEPLE LOCATION. SEE SHEET S2.8 FOR STEEPLE PENETRATIONS THRU SHEAR WALLS, SEE SHEAR WALL 20. SEE S /S2.6 FOR FRAMING AT 5 1/2" LVL WALL AND 6" O.C. 0 BASE FRAMING DETAILS AND TRUSSED RAFTER LAYOUT. A ELEVATIONS II B I 0 L S2.5 jl I S2.5 SEE A /S2.9 FOR WALL FRAMING ELEVATION AT WINDOWS. J SEE SHEET A3.7 FOR STEEPLE ELEVATIONS AND SECTIONS. 13. ADD 1 3/4" OPP. I OPP. J 7. ALL WALL SHEATHING EDGES TO BE BACKED WITH TO SIDE OF BEAM B -2 29. 11 7/8" LVL's MAY BE SUBSTITUTED FOR 11 1/4" LVL's �j 2" NOMINAL FRAMING OR WIDER. NAIL SHEATHING TO LVL, SEE G /S2.6. 21. ADD SIMPSON MSTI48 OR EQUAL [W/ 10d x 1 1/2" NAILS AT GABLE END EXTERIOR WALLS, PROVIDED BLOCKING AND r WITH 10d NAILS AT 4" O.C. AT ALL EDGES AND 12" SEE AT EVERY OTHER NAIL HOLE] CENTERED OVER RIDGE OF TOP PLATES ARE 11 7/8" LVL's. TREATED SILL PLATES o O.C. AT INTERMEDIATE FRAMING. 14. SEE F /S2.6 I II I TOP PLATES OF STUD WALL. NAIL STRAP TO TOP PLATE. NOTE 18 0 0 LOOKERS TO TRUSSED RAFTER AND STUD WALL. 30 IN ORDER TO PREVENT A NARROW 3" STRIP OF SHEATHING 8. NAIL ROOF TO ROOF FRAMING WITH 10d 22. ADD SIMPSON MSTI72 OR EQUAL STRAP TIE [W/ (24)- . AT THE RIDGE, BEGIN THE FIRST FULL 4' SHEET OF AT II II NAILS AT 6 O.C. AT ALL SUPPORTED EDGES AND 15. BLOCKING AT AND H /S2.6 FOR CONNECTION OF OUT- 10d x 1 1/2 NAILS EACH END] FROM (2)- 2x6 FASCIA ROOF SHEATHING 3" FROM THE BOTTOM EDGE OF ROOF Q X II AT 12" O.C. AT INTERMEDIATE FRAMING. NAIL LOOKERS TO STRUT. SEE TO TRUSSED RAFTER TR -2 TOP CHORD. (FIELD VERIFY THIS DIMENSION BY MEASURING DOWN I II I E /S2.7 FROM THE RIDGE). A 3" PIECE MAY BE USED AT THE U) BLOCKING, TRUSSED BLOCKING, I -JOIST BLOCKING AND 16. LOCATE 16" n -0 23. ADD SIMPSON CS16 x 15' OR EQUAL COILED STRAP [W/ BOTTOM EDGE, EVEN THOUGH THE SPECIFICATIONS FASCIA. 2'-O"- 12 REQUIRE A 24" MINIMUM WIDTH. BLOCKING 17. (2)- 2x's AT RIDGE (SHAPED FROM 2x8's). SEE F /S2.6 RAFTER TR -2 TO BLOCKING ABOVE EXTERIOR WALL. Q SEE S /S2.5 NAIL MULTIPLE TRUSSED RAFTERS TOGETHER W/ 10d AND J /S2.6 FOR CONNECTION TO TRUSSED RAFTER AND 1, 11 " 1 3/4" x 5 1 /2" CONT. LVL DRAG STRUT. SEE NOTE 2 N I I I STUD WALL. 24. ADD 2x6 OUTLOOKER AT TOP OF WALL. ON SHEET S2.7 AND SHEAR WALL ELEVATIONS A /S2.7 II II TRUSSED RAFTERS TR -2A. SEE A /S2.8 FOR BOLTING SEE NOTE 31 THRU C /S2.7. SEE 18. MECHANICAL UNITS SUSPENDED FROM ROOF STRUCTURE. 25. SEE A /S2.1 FOR BLOCKING REQUIRED AT TOP OF WALL 0 SEE SHEET M1.1 AND M2.1 FOR LOCATION OF MECHANICAL NOTE 18 WHERE PIPES PENETRATE TOP PLATES. SEE SHEET M1.1 32. AT TJI BEARING AT OUTSIDE WALL, PROVIDE (5)- 16d 0 ` 10. SPIKE BUILT -UP COLUMNS TOGETHER. SEE B /S2.9 FOR UNITS. SEE F /M5.1, C /M5.2 AND F /M5.2 FOR HANGER A I III B DETAIL. CONNECTION DETAILS. ENCLOSURES. S2.5 4 I II S2.5 - II II 2 n -0 BEAM B -1 BEAM B -2 SHEAR WALL E � C /S2.7 IeJ� SEE NOTE 18 L - SEE I I NOTE 26 SHEAR WALL "D ". SEE I D /S2.7 I SEE I NOTE 11 (2)- TR -3 2 -0" 4'-0n 2' -0" TR- I SEE I I NOTE 26 - I SEE NOTE 18 I -SHEAR WALL "B ". SEE I B /S2.7 `- BEAM B -4 SEE -- NOTE 16 SEE NOTE 30 A - - - -BEAM - _- -- _ - - -- - -- -- o NOTES DORMER A3.2 F B -5 BEAM BEAM BEAM - II I 0 1. BRICK VENEER IS NOT SHOWN ON FRAMING PLAN. SEE NOTE 25 C 2' - 0 " 1' -10 1/2" � DIMENSIONS AT EXTERIOR WALLS ARE TO EXTERIOR A3.3 B -6 III B -6 B -5 '- FACE OF STUD WALLS. CENTERLINE OF DORMER. -0" 2' -1 1/2" SEE B /S2.2 FOR FRAMING 0 2. ROOF FRAMING IS SYMMETRICAL ABOUT CENTERLINE 11'_1" PLAN �� I I 1 1 4 1 1 1 1 1 1 1 11 1 1 N I I I I N I- (RIDGE LINE) UNLESS NOTED OTHERWISE. °Q SEE A /S2.2 FOR ENLARGED - ROOF FRAMING PLAN V) 3. OVERBUILD FRAMING IS SYMMETRICAL ABOUT CENTER- FRAMING PLAN OF OVERBUILD BEAM B BEAM BEAM 1/8" = V -0" Li LINE (OVERBUILD RIDGE LINE) OF OVERBUILD. OVER- AND REFERENCES, DIMENSIONS B -7 A3.2 B - 15 B -7 = BUILDS ARE SYMMETRICAL ABOUT CENTERLINE (RIDGE AND NOTES cn LINE) OF BUILDING. SEE UJI I I NOTE 3 N 0 4. SEE BEAM SCHEDULE ON SHEET S2.3 FOR BEAM SIZES 0 1. 0 0 Z f�- AND BEARING ELEVATIONS. w m O V ` 0 r LO LO 11 (2)- 2x1 0's x 12' -0" LONG TO SUPPORT BASKETBALL 19. (3)- 2x OUTLOOKERS (2x's TO MATCH TOP CHORD OF 26. ADD SIMPSON MST72 OR EQUAL STRAP TIE [W/ (56)- W 5. UNLESS NOTED OTHERWISE IN DETAIL NOTES, FILL ALL STANDARD. SEE D /A7.2. TRUSSED RAFTERS TR -2 AND TR -2A) AT STEEPLE BASE 10d NAILS] FROM I -JOIST TO TOP OF SHEAR WALL TOP = HOLES (ROUND, TRIANGLE AND DIAMOND SHAPED) IN FRAMING. SEE A /S2.8 FOR LOCATION. SEE E /S2.6 AND PLATES. SEE B /S2.1. w FRAMING CONNECTORS WITH THE FASTENERS SPECIFIED 12. FOR DETAIL AT DUCT PENETRATIONS THRU INTERIOR K /S2.6 FOR CONNECTION TO TRUSSED RAFTERS AND Z IN THE CONNECTION DETAILS. LVL BEARING WALL, SEE J /S2.7. FOR SIZE AND STUD WALL. 27. EXTERIOR SHEAR WALLS: NAIL WALL SHEATHING TO N LOCATIONS, SEE MECHANICAL SHEETS. FOR DUCT L cc EACH STUD (LVL OR 2x6) AT HOLD DOWN W/ 10d AT 6. STEEPLE LOCATION. SEE SHEET S2.8 FOR STEEPLE PENETRATIONS THRU SHEAR WALLS, SEE SHEAR WALL 20. SEE S /S2.6 FOR FRAMING AT 5 1/2" LVL WALL AND 6" O.C. 0 BASE FRAMING DETAILS AND TRUSSED RAFTER LAYOUT. ELEVATIONS A /S2.7 THRU D /S2.7. COILED STRAP REQUIRED OVER TOP PLATES AT TRANSITION I 0 L OF 7 1/4", 5 1/2" AND 11 1/4" LVL's. DETAIL ALSO SHOWS 28. SEE A /S2.9 FOR WALL FRAMING ELEVATION AT WINDOWS. J SEE SHEET A3.7 FOR STEEPLE ELEVATIONS AND SECTIONS. 13. ADD 1 3/4" x 16" LAMINATED VENEER LUMBER (LVL) OPENING REQUIRED FOR MECHANICAL DUCT AND LOUVER. J 7. ALL WALL SHEATHING EDGES TO BE BACKED WITH TO SIDE OF I- JOIST. FOR CONNECTION OF OUTLOOKERS 29. 11 7/8" LVL's MAY BE SUBSTITUTED FOR 11 1/4" LVL's �j 2" NOMINAL FRAMING OR WIDER. NAIL SHEATHING TO LVL, SEE G /S2.6. 21. ADD SIMPSON MSTI48 OR EQUAL [W/ 10d x 1 1/2" NAILS AT GABLE END EXTERIOR WALLS, PROVIDED BLOCKING AND r WITH 10d NAILS AT 4" O.C. AT ALL EDGES AND 12" AT EVERY OTHER NAIL HOLE] CENTERED OVER RIDGE OF TOP PLATES ARE 11 7/8" LVL's. TREATED SILL PLATES o O.C. AT INTERMEDIATE FRAMING. 14. SEE F /S2.6 AND H /S2.6 FOR CONNECTION OF OUT- TOP PLATES OF STUD WALL. NAIL STRAP TO TOP PLATE. SHALL BE (2)- 2x6's AS SHOWN ON SHEET S1.2 AND S1.4. 0 0 LOOKERS TO TRUSSED RAFTER AND STUD WALL. 30 IN ORDER TO PREVENT A NARROW 3" STRIP OF SHEATHING 8. NAIL ROOF TO ROOF FRAMING WITH 10d 22. ADD SIMPSON MSTI72 OR EQUAL STRAP TIE [W/ (24)- . AT THE RIDGE, BEGIN THE FIRST FULL 4' SHEET OF AT NAILS AT 6 O.C. AT ALL SUPPORTED EDGES AND 15. SEE D /S2.6 AND H /S2.6 FOR CONNECTION OF OUT- 10d x 1 1/2 NAILS EACH END] FROM (2)- 2x6 FASCIA ROOF SHEATHING 3" FROM THE BOTTOM EDGE OF ROOF Q X AT 12" O.C. AT INTERMEDIATE FRAMING. NAIL LOOKERS TO TRUSSED RAFTER AND STUD WALL. TO TRUSSED RAFTER TR -2 TOP CHORD. (FIELD VERIFY THIS DIMENSION BY MEASURING DOWN SHEATHING WITH 10d NAILS AT 4" O.C. AT SOLID FROM THE RIDGE). A 3" PIECE MAY BE USED AT THE U) BLOCKING, TRUSSED BLOCKING, I -JOIST BLOCKING AND 16. LOCATE 16" I -JOIST AS SHOWN AT FOLDING PARTITIONS. 23. ADD SIMPSON CS16 x 15' OR EQUAL COILED STRAP [W/ BOTTOM EDGE, EVEN THOUGH THE SPECIFICATIONS FASCIA. 10d x 1 1/2" NAILS] FROM FASCIA 2x6 AT TRUSSED REQUIRE A 24" MINIMUM WIDTH. 12 17. (2)- 2x's AT RIDGE (SHAPED FROM 2x8's). SEE F /S2.6 RAFTER TR -2 TO BLOCKING ABOVE EXTERIOR WALL. Q 9. NAIL MULTIPLE TRUSSED RAFTERS TOGETHER W/ 10d AND J /S2.6 FOR CONNECTION TO TRUSSED RAFTER AND 31. 1 3/4" x 5 1 /2" CONT. LVL DRAG STRUT. SEE NOTE 2 N AT 24" O.C. ALONG TOP AND BOTTOM CHORDS EXCEPT STUD WALL. 24. ADD 2x6 OUTLOOKER AT TOP OF WALL. ON SHEET S2.7 AND SHEAR WALL ELEVATIONS A /S2.7 TRUSSED RAFTERS TR -2A. SEE A /S2.8 FOR BOLTING THRU C /S2.7. AND NAILING REQUIREMENTS AT TR -2A. 18. MECHANICAL UNITS SUSPENDED FROM ROOF STRUCTURE. 25. SEE A /S2.1 FOR BLOCKING REQUIRED AT TOP OF WALL 0 SEE SHEET M1.1 AND M2.1 FOR LOCATION OF MECHANICAL WHERE PIPES PENETRATE TOP PLATES. SEE SHEET M1.1 32. AT TJI BEARING AT OUTSIDE WALL, PROVIDE (5)- 16d 0 ` 10. SPIKE BUILT -UP COLUMNS TOGETHER. SEE B /S2.9 FOR UNITS. SEE F /M5.1, C /M5.2 AND F /M5.2 FOR HANGER FOR LOCATION OF PIPES AT MECHANICAL EQUIPMENT SINKER NAILS AT EACH JOIST TO TOP PLATE, TYP., MIN. DETAIL. CONNECTION DETAILS. ENCLOSURES. rn (2)- 2x6's A& © 06 ASSOCIATES ao�oo -- ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 23' -1" CENTERLINE OF DORMER. SEE C /S2.2 OPP. FOR FRAMING PLAN I A 1 A3.3 i� SEE K /S1.2 SOLID BLOCKING SEE R /S2.5 1 3/4" x 16" LVL SEE G /S2.6 SIM. CONT. 2x6 FASCIA. SEE C /A3.6 SIM. SEE NOTE 20 SEE NOTE 14 C 82.5 OPP. CONT. 2x6 FASCIA. SEE G /A3.4 NE -SOLID BLOCKING SEE R /S2.5 0 - SEE NOTE 21 Z J - SEE NOTE 17 (UPPER ROOF) w 0 A - o A3.1 0 SEE NOTE 2 N a W Y 0 0 SEE F /S2.2 FOR ENLARGED FRAMING 0 PLAN N C S2.5 SEE NOTE 14 SEE NOTE 20 CONT. 2x6 FASCIA. SEE C /A3.6 SIM. 1 3/4" x 16" LVL SEE G /S2.6 SIM. SOLID BLOCKING SEE R /S2.5 (2)- 2x6's 2' -0" SEE K /S1.2 A SEE A /A3.5 FOR BLOCK - A3.3 ING BELOW DORMER CENTERLINE OF DORMER. SEE C /S2.2 FOR FRAMING PLAN I 23' -1" NOTE: I -JOIST BLOCKING IS NOT SHOWN IN PLAN VIEW FOR CLARITY (5)- 16d SINKER NAILS EACH JOIST, TYP. SEE SHEET M1.1 FOR LOCATION OF PIPES AT MECHANICAL EQUIPMENT ENCLOSURES (5)- 16d SINKER NAILS EACH JOIST, TYP. LOCATE I -JOIST BLOCKING TO ALLOW PIPES TO PASS THRU TOP PLATES : A 108' -1 1/2" ADD 2x4 BLOCKING BETWEEN STUDS WHERE PIPES PENE- TRATE TOP PLATES k 3l ETAI L WALL TYPE LEGEND -� -�� INTERIOR SHEAR WALL NOTE: ALL EXTERIOR WALLS ARE SHEAR WALLS SIMPSON MST72 OR EQUAL STRAP TIE [W/ (56)- 10d NAILS] NAILED TO I -JOIST AND TOP PLATES OF SHEAR WALL. CENTER STRAP OVER END OF SHEAR WALL (5)- 16d SINKER NAILS EACH JOIST 16" 1 -JOIST 1 3/4" x 5 1/2" LVL (CONT.) SHAPED. SEE A /S3.1. PLACE 1/2" SHIM BETWEEN LVL AND 2x6 (3)- 2x6's (LAID FLAT) NAILED TO END OF SHEAR WALL 115 -8" .� END OF SHEAR WALL "D" DETAIL B 3/4 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC 1605. S. Woodruff Ave. Idaho Falls. Idaho 83401 Rexuu1y, iuww 0,; �v Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC, Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fox (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232-1435 PRO ING INEF� s s f ti , O f 3099 �� � OF 1� k 'ILLIAMS v� c w Z cn o U x U 4� a U G� H a WO I I N 'S 0 1. 0 0 Z f�- i w m O V ` 0 r LO LO C � G X W v� c w Z cn o U x U 4� a U G� H a WO Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROOF FRAMING PLAN Sheet: S2.1 SEE NOTE 18 A S2.11 I -JOIST BLOCKING B SEE A /A3.4 S2.11 CONT. F SEE A/ SEE NOTE 25 PLAN VIEW ELEVATION SECTION I I 1. 0 . a U L cc 0 I L � Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROOF FRAMING PLAN Sheet: S2.1 SEE NOTE 18 A S2.11 I -JOIST BLOCKING B SEE A /A3.4 S2.11 CONT. F SEE A/ SEE NOTE 25 PLAN VIEW ELEVATION SECTION TRUSSED RAFTERS TR -1 AT 24" O.C. SEE B /A3.5 16" I -JOIST AT- 24" O.C. BELOW Cj N Q N N 0 N N N 3. w w NOTES: w 16" 0 1. EXTEND 1 3/4" x 5 1/2" o LVL WALL TO ROOF SHEATH - ry ING. NAIL ROOF SHEATHING o TO TOP PLATES OF WALL � W/ 1 O AT 4" O.C. 0 ON SHEET UJ 2. BEAM B -14 BEARING ELEVATION = IS 114' -6 ". SEE H /S2.8 FOR BEAM B -14 BEARING DETAIL. BEAM B -16 0 BEARING ELEVATION IS 108' -6" Q (BELOW B -14). SEE J /S2.8 FO ¢ BEARING DETAIL. SEE A /S2.10 N FOR WALL ELEVATION. o z 0 3. BEAM B -15 BEARING ELEVATION ¢ IS 117' -1 3/4 ". SEE K /S2.8 FO of BEARING DETAIL. SEE C /S2.10 ce FOR WALL ELEVATION. 0 0 LO ° O N 4. BEAM B -17 BEARING ELEVATION 0 IS 108' -6 ". SEE U /S2.6 FOR - BEARING DETAIL. SEE B /S2.10 � FOR WALL ELEVATION. w w C0 w w 0� 0 n U) 0 z a , ft, ¢ �I N CONT. LVL DRAG- STRUT AT ROOF SHEATHING. SEE A /S2.7 TRUSSED BLOCKING SEE A /S3.1 SHEAR WALL "A" SEE A /S2.7 16" I -JOIST AT- 24" O.C. Uf °o¢ co P� ¢ W 0 �z(nf?� U ` o W U `) o C:) U-) II W� E 2-1 w S2.2 q� ocn � CD W -- -- N {Y CONT. w ° FASCI A "' SEE A /A3.4 /B\ 3.3 - CONT. FASCIA ---- __ VALLEY PLATE SEE U /S2.5 2 ' - 011 2 ' - 011 21 - 011 I I I (2)- TRUSSED RAFTERS TR -3 AT FOLDING PARTITION. SEE A /A5.4 AND B /A5.4 - (2)- 2x1 0's AT RIDGE. USE SIMPSON LUS26 -2 OR EQUAL [W/ 16d NAILS] FOR CONNECTION TO TRUSSED RAFTER TR -5 - ATTIC ACCESS OPENING SEE F /A7.2 'PAN PA IIIII MA 11111 ` ' 0 N SEE LO BLOCKING NOTE 6 SEE T /S2.5 13LAM - 4 w 16" z 24" N FASCIA AND - 3: OUTLOOKERS o SEE ROOF � FRAMING PLAN 0 ON SHEET J S2.1 V ° 0� 0 n U) 0 z a , ft, ¢ �I N CONT. LVL DRAG- STRUT AT ROOF SHEATHING. SEE A /S2.7 TRUSSED BLOCKING SEE A /S3.1 SHEAR WALL "A" SEE A /S2.7 16" I -JOIST AT- 24" O.C. Uf °o¢ co P� ¢ W 0 �z(nf?� U ` o W U `) o C:) U-) II W� E 2-1 w S2.2 q� ocn � CD W -- -- N {Y CONT. w ° FASCI A "' SEE A /A3.4 /B\ 3.3 - CONT. FASCIA ---- __ VALLEY PLATE SEE U /S2.5 2 ' - 011 2 ' - 011 21 - 011 I I I (2)- TRUSSED RAFTERS TR -3 AT FOLDING PARTITION. SEE A /A5.4 AND B /A5.4 - (2)- 2x1 0's AT RIDGE. USE SIMPSON LUS26 -2 OR EQUAL [W/ 16d NAILS] FOR CONNECTION TO TRUSSED RAFTER TR -5 - ATTIC ACCESS OPENING SEE F /A7.2 'PAN PA IIIII MA 11111 ` ' 0 N SEE LO BLOCKING NOTE 6 SEE T /S2.5 CONT. FASCIA BEAM B -15 SEE NOTE 17 SEE NOTE 14 L SEE C /A3.5 N SEE NOTE 3 ON SHEET S2.1 N ON SHEET L S2.5 AND D /A3.5 S2.5 S2.5 S2.1 S2.5 SEE R/S2.5 SEE SEE D /A3.5 FOR FOR BLOCKING SHEETOS2 1 3 ON OPP. OPP. WALL ABOVE BEAM AND AT TOP OF R /S2.5 FOR BLOCKING AT WALL ABOVE 26 OUTLOOKERS AT 24" O.C. (ON SLOPE) I TOP OF WALL BEAM B -15 E UNLESS NOTED OTHERWISE 23' -10 7/8" 23' -10 7/8" ENLARGED OVER 1/4" = 1' -0" Q ENLARGED FR V /4 „ = 1' -011 SEE NOTE 21, SHEET S2.1 U O z 04 N a co X N ( I I I I I II I I I II I II I II I II II II II II I I I I I � I it I � I II I I I II I II II I II I II 4 I II II II II I L_JL_�l__�_J� I I F_ BEAM B -4 (BELOW) LL = E CONT. LVL DRAG STRUT AT ROOF SHEATHING SEE B /S2.7 TRUSSED BLOCKING SEE A /S3.1 2x6 AT 16" WALL BETWEEN ROOF AND OVERBUILD SHEAR WALL "B" 13LAM - 4 B /S2.7 16" - BEAM B -17 24" 1_L (BELOW) SEE V /S2.5 (BELOW) SEE NOTE 4 OPP. Q Ln w LO > o 00 (2)- LVL's AT RIDGE Y ° o z O (SHAPED FROM 1 3/4" V ° BEAM B -14 o 0 L /S2.6 FOR CONNECTION o �n � V AND B -16 N N BEAM B -8 J SEE NOTE 1 Lo w (BELOW). SEE NOTE 2 Q LO ° O -- -- (2)- 2x6's. SHAPE BEAM - _ K N W I� M S2.5 S2.5 SEE (1) NOTE 0 1, _,___,.. N F- BEAM N 0 1 BEAM B -5 < B -6 F- I II � BEAM B -7 (BELOW) L I CONT. FASCIA BEAM B -15 SEE NOTE 17 SEE NOTE 14 L SEE C /A3.5 N SEE NOTE 3 ON SHEET S2.1 N ON SHEET L S2.5 AND D /A3.5 S2.5 S2.5 S2.1 S2.5 SEE R/S2.5 SEE SEE D /A3.5 FOR FOR BLOCKING SHEETOS2 1 3 ON OPP. OPP. WALL ABOVE BEAM AND AT TOP OF R /S2.5 FOR BLOCKING AT WALL ABOVE 26 OUTLOOKERS AT 24" O.C. (ON SLOPE) I TOP OF WALL BEAM B -15 E UNLESS NOTED OTHERWISE 23' -10 7/8" 23' -10 7/8" ENLARGED OVER 1/4" = 1' -0" Q ENLARGED FR V /4 „ = 1' -011 SEE NOTE 21, SHEET S2.1 U O z 04 N a co X N ( I I I I I II I I I II I II I II I II II II II II I I I I I � I it I � I II I I I II I II II I II I II 4 I II II II II I L_JL_�l__�_J� I I F_ BEAM B -4 (BELOW) LL = E CONT. LVL DRAG STRUT AT ROOF SHEATHING SEE B /S2.7 TRUSSED BLOCKING SEE A /S3.1 2x6 AT 16" WALL BETWEEN ROOF AND OVERBUILD SHEAR WALL "B" SEE B /S2.7 16" I -JOIST AT 24" O.C. VALLEY PLATE SEE V /S2.5 CONT. FASCIA. SEE A /A3.4 CONT. FASCIA. SEE B /A3.5 DORMER (2)- LVL's AT RIDGE (SHAPED FROM 1 3/4" x 7 1/4" LVL's). 2x6's AT 24" O.C. - SEE L /S2.6 FOR (ON SLOPE). SEE II CONNECTION AT STUD H /S2.6 FOR WALL CONNECTION AT STUD WALL I VALLEY PLATE. SEE I II U /S2.5 SIM. ^H I II I I II S2.2 - A SEE A /A3.5 SIM. FOR 3.5 STUD WALL BELOW 4' -9" 4' -9" DORMER FRAMING AND BLOCKING REQUIRED r FRAMING PLAN 1/4" = 1' -0" ROOF SHEATF 2x1 2's AT 24 SHAPED 2x6 PLATE 111' -10 1/2" 2x6's AT 16" VARIES ROOF SHEAT)- SHEAR WALL OR "B ". 2x6 16" O.C. W/ SHEATHING Et,_ SIDE FRAMING PLAN 16" I -JOIST AT 24" O.C. 16" I -JOIST AT BELOW DORMER 24" O.C. BELOW DORMER (2)- LVL's AT RIDGE (SHAPED FROM 1 3/4" x 7 1/4" LVL). SEE 2x6's AT 24" O.C. L /S2.6 FOR CONNECTION AT STUD WALL VALLEY PLATE. SEE U /S2.5 SIM. (2)- 2x6's 2x6's AT 24" O.C. (ON SLOPE). SEE H /S2.6 FOR CONNECTION AT STUD WALL co G - S2.5 SEE A /A3.5 FOR STUD 2x6 OUTLOOKERS AT- WALL BELOW DORMER 24" O.C. (ON SLOPE) FRAMING AND BLOCKING SEE F /S2.6 SIMILAR REQUIRED AND H /S2.6 FOR CONNECTION DETAILS G PLAN TOP OF FRAMING 113' -11 7/8" SEE C /S2.2 FOR FRAMING (2)- LVL's AT RIDGE. SEE C /S2.2 12 5� (2)- 2x6 SEE NOTE 5 )TES: (CONT.) USE SIMPSON SPEC HGUQ210- SDS4.5W =5 5/8 ". ADDITIONAL LEAD TIME IS REQUIRED. CONTACT SIMPSON FOR CURRENT LEAD TIME AT 1- 800 - 999 -5099. INSTALL HANGER UPSIDE DOWN SIMILAR TO Q /S2.5. 6. NO ROOF SHEATHING IN HATCHED AREA TO ALLOW HEAT INTO OVER- BUILD. PROVIDE 2x4 FLATWISE BRACING AT TOP AND BOTTOM CHORD OF I- JOISTS. SEE E /A4.2. I� P= A 3.5 I 10' -3" 10' -3" ENLARGED FRAMING PLAN (2)- SHAPED LVL's 2x12 BLOCKING SIMPSON H10 OR EQUAL [W/ 8d x 1 1/2" NAILS] AT EACH 2x12 JOIST WALL SHEATHING 2x6 PLATE. NAIL TO SHEAR WALL PLATES W/ (2)- 16d NAILS AT 12" O.C. E SECTION 10' -3" CONNECT 2x6 FASCIA MEMBERS TOGETHER WITH SIMPSON LTP4 OR EQUAL [W/ 8d x 1 1/2" NAILS] (2)- LVL's AT RIDGE (SHAPED FROM 1 3/4" x 7 1/4" LVL's). TOP OF FRAMING SEE L /S2.6 FOR 112' -8" CONNECTION AT STUD rh WALL SEE B /S2.2 FOR VALLEY PLATE. SEE FRAMING U /S2.5 TOP OF FRAMING 109' -8 5/8" O L R 108' -11 1/2" OI L - - - 0 i CV I co A LV CONNECT 2x6 FASCIA 3.5 SEE A /A3.5 FOR STUD MEMBERS TOGETHER 4' -4" WALL BELOW DORMER WITH SIMPSON LTP4 FRAMING AND BLOCK- OR EQUAL [W/ 8d x ING REQUIRED 1 1/2" NAILS] 0- iECTION 1/4" = 1' -0" 2x1 0's CONT. FASCIA. SEE B /A3.6 CONT. FA SCIA. SEE B /A3.6 ENLARGED FRAMING PLAN / 1/4" = 1' -0" SEE D /S2.2 4' -9" FOR FRAMING (2)- LVL's AT RIDGE. SEE TOP OF FRAMING D /S2.2 111' -8 3/8" 12 5 � TOP OF FRAMING 109' -8 5/8" f 108' -11 1/2",&, - -- ------------ - - - - -- CONNECT 2x6 FASCIA MEMBERS TOGETHER 6" WITH SIMPSON LTP4 A OR EQUAL [W/ 8d x 3.5 1 1/2" NAILS] 4' -4" SECTION 7' -1" (2)- LVL's AT RIDGE. SEE B /S2.2 12 \, 5 (2)- SHAPED LVL's 6" A 6 (2)- SHAPED J LVL's A 3.5 SIM. SECTION 9' -8 5/8" (2)- LVL's AT RIDGE. SEE F /S2.2 TOP OF SIMPSON A35 OR EQUAL FRAMING [W/ 10d x 1 1/2" NAILS 113' -6 5/8" ONE SIDE OF EACH 2x10 12 ROOF 5 SIMPSON SHEATHING H10 OR EQUAL [W/ 10d NAILS] 7 1/2 TOP OF 2x10's AT 24" O.C. FRAMING SEE F /S2.2 1� 109 -6 i 2x10 BLOCKING I I 108' -9" SEE B /A3.6 I BEAM B -9 L 2x4's AT 24" O.C. 2'-1 1/8 WALL SHEATHING SECTION ®oL�� ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ING INEF� sJ' ti, O c� v 3099 O q1F OF I �a IAMS �P 1 l (2) - 2x6's. SHAPE BEAM I AT (2)- 2x6's. SEE T /S2.6 cn Q S2.5 � 00 OPP. Q Ln w LO > o 00 (2)- LVL's AT RIDGE Y ° o z O (SHAPED FROM 1 3/4" V ° x 7 1/4" LVL's). SEE o 0 L /S2.6 FOR CONNECTION o �n � V AT STUD WALL N N BEAM B -8 J CONT. FASCIA. SEE Lo w G /A3.4 Q LO ° O (2)- 2x6's. SHAPE BEAM AT (2)- 2x6's. SEE T /S2.6 N W I� CONT. FA SCIA. SEE B /A3.6 ENLARGED FRAMING PLAN / 1/4" = 1' -0" SEE D /S2.2 4' -9" FOR FRAMING (2)- LVL's AT RIDGE. SEE TOP OF FRAMING D /S2.2 111' -8 3/8" 12 5 � TOP OF FRAMING 109' -8 5/8" f 108' -11 1/2",&, - -- ------------ - - - - -- CONNECT 2x6 FASCIA MEMBERS TOGETHER 6" WITH SIMPSON LTP4 A OR EQUAL [W/ 8d x 3.5 1 1/2" NAILS] 4' -4" SECTION 7' -1" (2)- LVL's AT RIDGE. SEE B /S2.2 12 \, 5 (2)- SHAPED LVL's 6" A 6 (2)- SHAPED J LVL's A 3.5 SIM. SECTION 9' -8 5/8" (2)- LVL's AT RIDGE. SEE F /S2.2 TOP OF SIMPSON A35 OR EQUAL FRAMING [W/ 10d x 1 1/2" NAILS 113' -6 5/8" ONE SIDE OF EACH 2x10 12 ROOF 5 SIMPSON SHEATHING H10 OR EQUAL [W/ 10d NAILS] 7 1/2 TOP OF 2x10's AT 24" O.C. FRAMING SEE F /S2.2 1� 109 -6 i 2x10 BLOCKING I I 108' -9" SEE B /A3.6 I BEAM B -9 L 2x4's AT 24" O.C. 2'-1 1/8 WALL SHEATHING SECTION ®oL�� ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ING INEF� sJ' ti, O c� v 3099 O q1F OF I �a IAMS �P Project Number: 591 - 556 -77 Plan Series: __ - - - -- - HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED FRAMING PLANS Sheet: S2.2 1 l I I I i cn N � � Z � �: O o p z V J i ~ U Cn w o �n � V � �-a �Q Lo J Z) Lo w U X N W I� Project Number: 591 - 556 -77 Plan Series: __ - - - -- - HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED FRAMING PLANS Sheet: S2.2 I l I I I i cn w O � Z � U o V a H � a C/� WO w U Project Number: 591 - 556 -77 Plan Series: __ - - - -- - HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED FRAMING PLANS Sheet: S2.2 I i I I I i � o a U (1) 0 o I � I N � f9 g Project Number: 591 - 556 -77 Plan Series: __ - - - -- - HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED FRAMING PLANS Sheet: S2.2 CEILING FRAMING SCHEDULE NO. MEMBER 2x6's AT 16" O.C. 2 F 2x8's AT 16" O.C. SEE NOTE 2 3� 2x6 CONTINUOUS ® 2x8 CONTINUOUS F5 (2)- 1 3/4" x 5 1/2" LVL's © 2x6 FRAMING HIGH END BEARING ELEVATION (4)- 1 3/4" x 11 7/8" LVL's AT FOLDING PARTITION. SEE NOTE 3 ® (2)- 2x1 2's W/ 1/2" SPACER (2)- 2x6's F, 0 2x8's AT 16" O.C. SEE NOTE 10 11 (3)- 1 3/4" x 5 1/2" LVL's TYP. AT DOOR HEADER UNLESS NOTED OTHERWISE NOTE: HEADER AND BLOCK AT DUCT PENETRATIONS AND RECESSED LIGHT FIXTURES WHERE INTER- FERENCE WITH CEILING JOISTS OCCURS NOTES CONT.: 7. CONNECT (2)- LVL's A35 OR EQUAL [W/ f INSIDE AND SIMPSON 8d x 1 1/2" NAILS] 8. SEE S /S2.6 FOR FRA' 9. SEE A /S2.9 FOR WAL AT WINDOWS. 10. BEARING ELEVATION C IS 108' -0 ". ADD 2XE POINTS OF EACH SPA LVL = LAMINATED VENEER LUMBER OR PARALLEL STRAND LUMBER 0 0 r ry W U J Q z 0 I- 0 Q Of i co 0 0 N NOTES: 1. BEARING ELEVATION OF 2x6 CEILING JOISTS IS 108' -0 ". 2. BEARING ELEVATION OF 2x8 CEILING JOISTS IS 109' -0 ". 3. BEARING ELEVATION OF FOLDING PARTITION HEADER IS 108' -1 1/2". 4. SHEATHING AT CEILING ASSEMBLY IS 3/4 ". SEE SHEATH- ING TYPE AND NAILING SCHEDULE ON SHEET S1.0. 5. BEARING ELEVATION OF 2x6 CEILING JOISTS IS 109' -2 ". SEE D /A6.6 FOR ADDITIONAL FRAMING AT 110' -9 ". 6. SPIKE BUILT -UP COLUMNS TOGETHER. SEE B /S2.9 FOR DETAIL. 1 3/4" x 5 1/2" LVL's AT 16" O.C. STUD WALL SIMPSON A35 OR EQUAL [W/ 8d x 1 1/2" NAILS] AT 48" O.C. NAILED TO STUD AND TO TOP AND SIDE OF 2x6 LEDGER 3/4" SHEATHING AT CEILING ASSEMBLY (TYPICAL). SEE NOTE 4 CONT. 2x6 LEDGER NAILED TO EACH STUD W/ (3)- 16d NAILS 108' -0" 2x6's AT 16" O.C. W/ SIMPSON LUS26 OR EQUAL [W/ 10d NAILS] AT EACH JOIST 2x6 BLOCKING nSECTION 2x6 CONTINUOL" 2x6's AT 16" C QI 108' -0" w 2x4 BLOCKING r- D- w _ Ill z N 0 J J O _ J J I r\ 0 i <n c� z M Q LO N 0 2x4's AT 16" C 2x6's AT 16" G.\,. ivv WALL BELOW CEILING FRAMING SECTION B 1 2x6's AT 16" O.C. STUD WALL ABOVE CEILING FRAMING. EXTEND TO BOTTOM CHORD OF TRUSSED RAFTERS 2x8 - CONT. 2x8's AT 16" O.C. 2x6 CONT. LEDGER , -SIMPSON LUS26 OR EQUAL [W/ 10d NAILS] AT EACH JOIST 108' -0" 2x6's AT 16" O.C. �- 2x6's AT 16" O.C. SECTION 3/4" SHEATHING. SEE NOTE 4, SHEET S2.3 L CONT. 2x6 LEDGER NAILED TO EACH STUD W/ (3)- 16d NAIL _�� \ , 2x6 BLOCKING 2x6's AT 16" O.C. W/ SIMPSON LUS26 OR EQUAL [W/ 10d NAILS] AT EACH JOIST � SECTION 2x8 CONTINUOUS 2x8 BLOCKING 109' -0" 2x8's AT 16" O.C. 2x4 BLOCKING 2x4's AT 16" O.C. STUD WALL BELOW CEILING FRAMING E SECTION 0 J/'+ SEE NOTE 1 r vr� YYFILL SEE NO I L 1 ELEVATION 7 1 CEILING FRAMING PLAN BEAM 13-18 BEAM / L B -10 (3) - 1 3/4" x 5 1 /2" LVL L(2) - 1 3/4" x 5 1/2" LVL STUDS BELOW BEAM B -15. STUDS BELOW BEAM B -10. SPIKE TOGETHER. SPIKE TOGETHER. SECTION 2x8's AT 16" O.C. 0 109'- 0" 2x4 BLOCKING 2x4's AT 16" O.C. F SECTION ELEVATION oLrr�n�� vL i rvLy. SEE A /S2.10 FOR WALL ELEVATION ROOF SHEATHING AT 2x6 STUD WALL NAILED TO TOP PLATES FOR BRACING (5)- 16d NAILS AT EACH END OF SHEATHING RETURN AIR DUCT. SEE MECH. SHEET M1.1 FOR LOCATION AND SIZE OF RETURN AIR DUCTS REMOVE TOP PLATES AND STUD AS REQUIRED AT RETURN AIR DUCT j 108' -0" qV (2)- STUDS EACH SIDE OF PENETRATION THRU TOP PLATES (� DETAIL A a Sao ASSOCIATES p O ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 PR S NAG INEF�`�st W 3099 .q OF �Pk �LL IAM S! Z B E A M S C H E D U L E � BEAM N0. BEAM SIZE 0 LOW END BEARING ELEVATION HIGH END BEARING ELEVATION O Z REMARKS B -1 i ~ 5 1/8" x 30" 113' -0 1/4" L ' LO GLU -LAM _ Cr � - L0 a B -2 5 1/8" x 10 1/2" 114' -7 3/4" X GLU -LAM U B -3 5 1/8" x 13 1/2" 108' -0" GLU -LAM B -4 a) 3 1/8" x 18" 108' -1 1/2" GLU -LAM. SHAPE TOP OF BEAM TO MATCH ROOF 0 SLOPE. SEE J /S2.5 B -5 » (3) 110' -1" LAMINATED VENEER LUMBER W/ (1)- 1/4" CONT. 1 3/4 x 11 7/8 SPACER. SPIKE TOGETHER. B -6 „ (3) ., 110' -1" I LAMINATED VENEER LUMBER W/ (1)- 1/4" CONT. 1 3/4 x 11 7/8 0 SHEATHING SPACER. SPIKE TOGETHER. B -7 5 1/8" x 12" 110' -1" GLU -LAM a3 B -8 5 1/8" x 12" 108' -9" GLU -LAM B -9 1 (2) 3/4" 9 1/2" 108' -9" LAMINATED VENEER LUMBER x B -10 „ (3) 108' -1" LAMINATED VENEER LUMBER W/ (1)- 1/4" CONT. 1 3/4 x 11 7/8 SHEATHING SPACER. SPIKE TOGETHER. 8 -11 (3) ' " 108-1 LAMINATED VENEER LUMBER W/ (1)- 1/4" CONT. 1 3/4" x 9 1 /2" SHEATHING SPACER. SPIKE TOGETHER. 8 -12 » (3) ,. 108' -1" LAMINATED VENEER LUMBER W/ (1)- 1/4" CONT. 1 3/4 x 11 7/8 SHEATHING SPACER. SPIKE TOGETHER. 8 -13 (3) 108' -1" LAMINATED VENEER LUMBER W/ (1)- 1/4" CONT. 1 3/4" x 9 1/2" SHEATHING SPACER. SPIKE TOGETHER. B -14 5 1/8" x 10 1/2" 113' -10 1/2" GLU -LAM. SEE A /S2.10 AND H /S2.8 B -15 (3) 117' -1 3/4" LAMINATED VENEER LUMBER W/ (1)- 1/4" CONT. SHEATH - 1 3/4" x 11 7/8" ING SPACER. SPIKE TOGETHER. SEE C /S2.10 AND K /S2.8 B - 16 5" 5 S 1/491 108' -6" HOLLOW STRUCTURAL SECTION. SEE A /S2.10 AND J /S2.8 x x B -17 5" 5 " 1 108' -6" HOLLOW STRUCTURAL SECTION. SEE B /S2.10 AND U /S2.6 x x /4'• (3) " LAMINATED VENEER LUMBER W/ (1)- 1/4" CONT. B -18 1 3/4" x 16" 108 -1 SHEATHING SPACER. SPIKE TOGETHER. (3) TRIMMER STUDS EACH END. A a Sao ASSOCIATES p O ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 PR S NAG INEF�`�st W 3099 .q OF �Pk �LL IAM S! rr� w Z 0 LP o x U 1�4 a U w F, H �w W0 Z i N � 0 a O Z I\ I` i ~ U Cn W O V L ' LO 0 tY Q _ Cr � - L0 a W c � G X U N W L.L rr� w Z 0 LP o x U 1�4 a U w F, H �w W0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: CEILING FRAMING PLAN, SCHEDULES AND DETAILS Sheet: S2.3 SHEAR WALL "B" i a U a) 0 a 1 , , I I I co 0 a3 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: CEILING FRAMING PLAN, SCHEDULES AND DETAILS Sheet: S2.3 SHEAR WALL "B" ASSOCIATES 00000 2x6's AT 16 O.C. STUD SLOPED 2x4 WALL IN 1 3 4" x 5 1 2" LVL's AT 1152 BTVEN AR Suit A 208.359.2309 2x8 CONTINUOS WALL ABOVE CEILING RMURG, IDAHO 83440 Fax 208.359.2271 FRAMING. EXTEND To CHAPEL. SEE A /A4.3 16 „ / / O.C. STUD WALL 2x8 CONTINUOUS 3/4” SHEATHING AT BOTTOM CHORD OF 2x8 CONTINUOUS LANDSCAPE ARCHITECT DAVID CEILING ASSEMBLY TRUSSED RAFTERS [ W / 2x8 S AT 16 O.C. 1so5. S WEAVER & ASSOC. SIMPSON A35 OR EQUAL Woodruff Ave. (TYPICAL). SEE NOTE 2x8 BELOW STUD 3x6 SHAPED TOP PLATE 1 3/4" x 5 1/2" 8d x 1 1/2" NAILS] AT 48" STEP Idaho Falls, Nana 83401 LVL AT 16" O.C. O.C. NAILED TO STUD AND SEE 11„ 2x4 BLOCKING voice ENGI EERING 4, SHEET S2.3 WALL STUD WALL TO TOP AND SIDE OF 2x6 D /A4.3 The I D yer vGro LNG LEDGER „ 310 N. 2nd E. Ste. 153 2x8's AT 16" O.C. 2x8's AT 16" O.C. 12 108' -1 1/2" _ _ — 109 -0 — Rexburg, Idaho 83440 2x8 CONTINUOUS oo I vaiae (2os) sss -Baoa LEDGER 5 CONT. 2x6 LEDGER NAILED ^ X X STRUCTURAL ENGINEERING 109, -0" I TO EACH STUD W/ (3)— I 3/4" SHIM ABOVE LVL ' s TANNER SMITH BARFUSS & ASSOC. 109' -0" " I 16d NAILS Structural Engineers SIMPSON LUS26 — 107 -11 233 North 1250 West #201 OR EQUAL [W/ I : (2)— 2x12 's W/ 1/2" SPACER Bountiful, Utah 84014 2x4 BLOCKING 10d NAILS] 2x4 BLOCKING I �� 108' -0" 108' -0" voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. O.C S TU D 2x4 AT 16" T 2x6 TOP PLATE I I 315 West Center WALL BELOW CEILING , „ I II I Voce (208) 233 - 0507 FRAMING 108 -0 Fax (801) 233 -0529 2x8's AT 16" O. C. WALL SHEATHING 2x6's AT 16" O.C. W/ SIMPSON ELECTRICAL ENGINEERING SEE CEILING FRAM - 2x6's AT 16" O.C. LUS26 OR EQUAL [W/ 10d NAIL 2x6 TO LVL's PAYNE ENGINEERING INC. ING PLAN ON SHEET STUD WALL BELOW NAILS] AT EACH JOIST 1823 E. Center St. S2.3 CEILING FRAMING 2 2x6's 2x6's AT 16" O.C. Voice Pocatello, 2 08 Dana 83201 Vice 2232 -4439 2x6 BLOCKING Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 A SECTION SECTION DETAIL SECTION SECTION Salt Lake City, 1 1 1' -0 = " ,. „ Fax (208) — 5 1 B 1= 1 -0 v 3= 1 -0 D 1= 1 -0 � 1= 1 -0 SIMPSON H2.5 OR EQUAL SIMPSON A35 OR EQUAL SIMPSON A35 OR EQUAL �� \yGINEE J' SIMPSON H2.5 OR EQUAL [W/ 8d NAILS] [W/ 8d x 1 1/2" NAILS] [W/ 8d x 1 1/2" NAILS] G ' ti [W/ 8d NAILS] r' FOLDING PARTITION HEADER FOLDING PARTITION HEADER FOLDING PARTITION HEADER 3099 2x8 CONTINUOUS FOLDING PARTITION HEADER (4)- 1 3/4" x 11 7/8" LVL (4)- 1 3/4" x 11 7/8" LVL - - -- (4)- 1 3/4" x 11 7/8" LVL o _ (4)- 1 3/4" x 11 7/8" LVL `o W/ 2x6 BLOCKING AT 48" O.C. W/ 2x6 BLOCKING AT 48" O.C. W/ 2x6 BLOCKING AT 48" O.C. 2x8's AT 16" O.C. -' W/ 2x6 BLOCKING AT 48" O.C. I 01- STEP CENTERLINE OF FOLDING PARTITION CENTERLINE OF FOLDING �'ILLIAMS �P 2x4 BLOCKING 11 „ SEE CENTERLINE OF FOLDING PARTITION- - PARTITION I D /A4.3 CENTERLINE OF FOLDING PARTITION SIM. SEE CEILING FRAMING 109' -0" — — — PLAN VIEW PLAN VIEW ' 1/2" SHEATHING CONT. PLAN ON SHEET S2.3 — — — PLAN VIEW PLAN VIEW F� X1 I X I 1/2" SHEATHING CONT. 1/2" SHEATHING CONT. 2x6 CEILING FRAMING 1/2" SHEATHING CONT. 3/4" SHIM ABOVE LVL's co T x4 x 1' -6" PLATE ON 2x6 x 1' -6" PLATE ON N (2)- 2x12's W/ 1/2" SPACER------- SEE ALSO C /A5.4 1 SEE ALSO C /A5.4 2x4 TOP PLATES I 2x6 TOP PLATES O i ' T PLATES. SEE C /S2.4 108 —0 L l (� I 1111 11/ I Ill 1111 ,N 108' -1 1/2" 1 108' -1 1/2" 108' -1 1/2" j. 1/2 Al I II Al IN 0 SEE ALSO C /A5.4 SEE ALSO F A5.4 J / 0~ U N PLATES. SEE C /S2.4 , WINDOW HEADER. SEE �-_ — _J (0 W a) NAIL 2x6 TO LVL's (2)- 2x8's (CUT TO J /A3.5 I i _ �' I (2) 2x10's (CUT TO 8 1 /2 ") I I O LO 6 ") BELOW FOLDING (2)- 2x8's (CUT TO 6 ") 8 1/2" BELOW FOLDING PARTITIO _ (2)- 2x10's (CUT TO 8 1/2 ") g 1/2" _ � 2x6's AT 16" O.C. a PARTITION HEADER IN BELOW FOLDING PARTITION HEADER IN 2x4 WALL W BELOW FOLDING PARTITION M _ 1' -0" I 2x4 STUD EACH SIDE. SEE ELEVATION ELEVATION HEADER IN 2x6 WALL W/ 2x6 T LO ELEVATION STUDS A EACH /SIDE 2x6 HEADER IN 2x6 WALL W/ D /A5.4 STUD EACH SIDE. SEE D /A5.4 T SECTION ELEVATION SEE L /A3.5TUDS EACH SIDE. SECTION TI N SECTION MM 1' -0" W SECTION SECTION S SECTION SECTION 2 x G 3/ 4" SECTION i 3/4" = 1' -0" K 3/4" = 1' -0" Uj L.L " 16" O.C. C.STUD WALL L's AT 5 1/8 6' -2" 1 3/4" x 5 1/2" LVL ® 2x8" 1/2" LVL STUD WALL SEE CEILING FOLDING PARTITION HEADER STUD WALL 1 3/4" x 5 1/2" LVL FRAMING PLAN (4)— 1 3/4" x 11 7/8" LVL _ — — — — STUD WALL BEAM B -10 AND B -12 " W ON SHEET W/ 2x6 BLOCKING AT 48" O.C. 2x6 AT 16" O.C. STUD 1 3/4" x 5 1/2" BEAM 8 -10 O S2.3 - - 2x6 AT 16 O.C. WALL ON TOP OF LVL's AT 16" STUD Milk CENTERLINE OF FOLDING IMP WALL PARTITION _ _ _ _ BEAM B -3 - - - - 2x6's AT 16" O.C. CEILING o "- V 2x6's AT 16 O.C. CEILING FRAMING SIMPSON LUS26 OR EQUAL 3/4" SHEATHING AT FRAMING U A o (1)- LVL EACH SIDE OF [W/ 10d NAILS] AT EACH CEILING ASSEMBLY SEE A /S2.3 OPP. PLAN VIEW PLAN VIEW 2x6 PLATE ON TOP OF BEAM o ►��+ V HEADER. NAIL TO HEADER W/ 2x6 JOIST 1 3/4" x 5 1/2" LVL WALL 2 W o (3)- 16d NAILS EACH SIDE PLAN VIEW BEAM B -3 / / n- V SIMPSON AC6 OR EQUAL 1/2 SHEATHING CONT. 2X6 's AT 16 O.C. 2x6 PLATE ON TOP OF BEAM [W/ 16d NAILS] - 1 V 1 I _� SEE ALSO F /A5.4 ' I CEILING FRAMING CEILING FRAMING COO) W - �, - - - - Ik ' I 108' -0" 1 BEAM B -10 AND B -12 ( BEAM 8 -10 F--�� 0 108' -1 1/2" I I11 I 108 -0 1 - - -- -- - -- — — Alk ry - - - - - -- I X108' -1" ,108' -1 Q - - (3)- 16d NAILS AT 4" O.C. AT Q _ _ EACH 2x (16d AT 12" O.C. BELOW) �I'j HEADER 3/4" x 5 1/2" LVL SIMPSON LUS26 OR EQUAL [W / SIMPSON LCE4 OR EQUAL z •I I 10d NAILS] AT EACH 2x6 JOIST - [W/ 16d NAILS] BOTH SIDES (3)- 1 3/4" x 7 1/4" LVL's W/ 0 1 1 A - (2)- 2x10 s (CUT TO 8 1 /2) BOTH ENDS ~ BELOW FOLDING PARTITION HEADER (2)- 1 3/4" x 5 1 /2" LVL's (1)- 1/4" SHEATHING SPACER Q 8 1/2" IN LVL WALL W LVL STUD EACH ELEVATION ELEVATION BELOW BEAM B -10. SPIKE TOGETHER BELOW BEAM. SPIKE TOGETHER SIDE. SEE D /A5.4 SIM. 2x6's AT 16" O.C. ELEVATION o SECTION 3- 1 3 4' x 5 1 /2" LVL's a 0 BLOEAM B AND S EW SE TOGETHER n a 3/ :N 4" = 1' -0" '•t 1" = 1' -0" � 1" = 1' -0" 0 4" = 1' -0" "� 4 } W o W 2 O CD 1 3/4" x 5 1/2" LVL Q STUD WALL - SEE CEILING FRAMING PLAN -- SEE CEILING FRAMING PLAN - ON SHEET S2.3 ON SHEET S2.3 Ld BEAM 8 -11 AND 8 -13 _ I F BEAM B -3 BEAM B -3 ' 591 - 556 - x 2x8 CONTINUOUS Project Number: LEDGER. NAIL TO Plan Series: U-1 LVL CONT. TO SILL PLATE. LVL CONT. To SILL PLATE. --��� EACH LVL W/ (3)- HER- TRA -98 -13 cv 2x6's AT 16" O.C. CEILING NAIL TO B -3 W (6)- 16d NAIL TO B -3 W (6)- 16d 2x8 CONTINUOUS 16d NAILS FRAMING / ( ) / ( ) Property Number: 591 - 5568 -77 PLAN VIEW 2x8's AT 16" O.C. 2x8's AT 16" O.C. � CORRIDOR WALL CORRIDOR WALL -� PLAN VIEW PLAN VIEW ADD 2x8 BLOCKING ADD 2x8 BLOCKING J 1 3/4" x 5 1/2" LVL WALL "D" Sheet Title: 2x6's AT 16" O.C. 2x6's AT 16" O.C. SHEAR WALL D . AT THIRD POINTS SHEAR WALL . AT THIRD POINTS 2x6 PLATE ON TOP OF BEAM 1 3/4" x 5 1/2" OF EACH SPAN 1 3/4" x 5 1/2" OF EACH SPAN FRAMING 1 1 _ 2x6 PLATE 2x6 PLATE - LVL's AT 16" O.C. LVL's AT 16" O . C . DETAILS o CEILING FRAMING -- __ / / W WALL SHEATHING W WALL SHEATHING EACH SIDE , .. EACH SIDE • BEAM B -3 BEAM B -3 108 -0 108' -0" BEAM 8 -11 AND B -13 D - - -- -- — z 1 1 - -• - - - - A� - - - 2x6 BLOCKING 2x6 BLOCKING °° ,`108' -1" IXI 2x4 BLOCKING SIMPSON LUS26 OR 1 ' ; �XI 108 -0 108 -0 i 0 EQUAL [W/ 10d NAILS] SIMPSON LCE4 OR EQUAL SIMPSON LCE4 OR EQUAL CA 1 — SIMPSON LCE4 OR EQUAL [W/ 16d NAILS] [W/ 16d NAILS] [W/ 16d NAILS] BOTH SIDES 2x6's AT 16" O.C. Q (2)- 1 3/4" x 5 1/2" LVL's (2)- 1 3/4" x 5 1/2" LVL's PLUMBING WALL ELEVATION (2)- 1 3/4" x 5 1/2" LVL's ELEVATION AND (1)- 2x6 BELOW BEAM AND (1)- 2x6 BELOW BEAM ELEVATION Sheet: BELOW BEAM. SPIKE TOGETHER B -3 B -3 SECTION SECTION S 52.4 R 3/4" = 1' -0" 3/4" = 1' -0" 4" rn 3/8" x 3 1/2" x 10 1/2" 1 z SHEATHING SHIM ON ONE SIDE OF BEAM B -2 1 3/4" x 5 1/2" LVL PLATE ON TOP OF BEAM B -2 115' -8" BEAM B -2 1 -7 3/4" SIMPSON LCE4 OR EQUAL [W/ 16d NAILS] BOTH SIDES (2)- 1 3/4" x 5 1/2" LVL's BELOW BEAM ELEVATION 2x6 SHEAR - WALL. SEE A /S2.7 AND B /S2.7 SEC. PLAN VIEW , 2x6 STUD J WALL (ELEV. AT TOP OF PLATES = 108' -1 1/2") DETAIL A 3/4 „ _ -0 2x4 LEDGER. SEE H /S2.5 BEAM B -4 x , -T ��T77 -5 7/8" x 5 1 /2" x 1' 3/8 SHEATHING SPACER 11 AV BETWEEN BEAM AND STUD H J 2x6 STUD WALL (ELEV. S2.5 S2.5 AT TOP OF PLATES = 111' -10 1/2") 16" I -JOIST AT 24" O.C. SEE J /S2.5 CEILING FRAMING. SEE III II SHEET S2.3 k + - � L u L � A 108' -1 1/2" SIMPSON LPC6 OR EQUAL [W/ 10d NAILS]. BOTH SIDES SECTION (3)- 2x6's BELOW BEAM. SPIKE TOGETHER F DETAIL 3/4" = 1' -0" BEAM B -7 W/ 2x4's AT 16" O.C. STUD WALL ON TOP OF BEAM. SEE C /A3.5 AND D /A3.5 BEAM B-5 --- "_-- - -_ + i+i°T r SIMPSON HGUQ210- 3- SD54.5, W =5 � 5/8 ", SEE NOTE 5 ON S2.2. 1 1/2" 1 1/2" 0 6" PLAN VIEW o I w a- NOTE: SOFFIT FRAMING ry NOT SHOWN FOR CLARITY w = 110' -1" CO _ v Q 3/4" x 7" x 0' -9" BEARING - -1 PLATE W/ 1/4" x 7 1/2" x z 0' -9" SIDE PLATES W/ (2)- 3/4" 0 BOLTS THRU BEAM B -5 1' -7 5/8" 0 Q HSS 4" x 4" x 1/4" COLUMN Of SEE H /S1.2 FOR BASE DETAIL ELEVATION DETAIL 0 N Q 3/4" = 1' -0" <n w w _ In LJ 2x4 BLOCKING (LAID FLAT) WALL PLATES < W/ (2)- SIMPSON Z2 OR Q EQUAL CLIPS [W/ 10d x w 1 1/2" NAILS]. SPACING = TO BE EVERY THIRD SPACE zl OPEN AREA �' SOLID BLOCKING & N 0 o ANCHORING DETAIL o K rn " 3/4" x 7" x 1' -0" BEARING PLATE W/ „ M �, M 1 1/2" 1 1 2 1/4" x 8" x V -0" SIDE PLATES (WELD �, OUTSIDE FACE OF SIDE PLATES ONLY - TYPICAL) W/ (2)- 3/4" 0 BOLTS THRU BEAM B -1. USE LONG SLOTTED HOLES III (VERTICAL) IN SIDE PLATES. LOCATE BOLT AND BOLT HOLE AT TOP OF LONG 3/8" PLAN VIEW SLOTTED HOLES IN SIDE PLATES x 8" x 1' -0" SHEATHING SHIM 1 3/4" x 5 1/2" LVL PLATE ON TOP ON ONE SIDE OF BEAM B -1 AND B -2 OF BEAM B -1 SIMPSON LCE4 OR EQUAL [W/ 16d NAILS] BOTH SIDES 114' -7 3/4" BEAM 4 „ B -2 13/16" x 1 7/8" LONG SLOTTED HOLES N FOR 3/4" 0 BOLTS THRU BEAM. LOCATE BOLT AND BOLT HOLE AT TOP OF LONG SLOTTED HOLES IN SIDE PLATES "' 1 j 3/4" Z' BEAM B -1 6 „ HSS 4" x 4" x 1/4" COLUMN SEE C /S1.3 FOR BASE DETAIL ELEVATION D E TA I L B 3/4„ 2x4 LEDGER. SEE H /S2.5 SIMILAR PLAN VIEW rn PO 1 3/4" x 11 1/4" LVL's AT N N 16" O.C. -_ - NAIL LVL TO BEAM W/ (2)- - 16d AT 6" O.C. 3/8" x 11 1/4"y 1 3/4" x 5 1/2" LVL's AT x 2' -3" SHEATHING 12" O.C. SHIM ON ONE SIDE OF BEAM B -1 j -8" 1 3/4" x 5 1/2" LVL PLATE ON TOP OF BEAM B -1 BEAM B -1 NAIL SHEATHING TO EACH LVL W/ 10d AT 12" O.C. 113' -1 3/4 " (3)- 1 3/4" x 11 1/4" LVL's ELEVATION W/ (1)- 1/4" SHEATHING SPACER BELOW BEAM B -1 DETAIL 3/4" 12 ROOF SHEATHING 5 BEAM B -4 x 7/8" x 5 1/2" x 1' -5 3/8" SEE SEC. SHEATHING SPACER E S2.2 -1T - - - 1 BETWEEN BEAM AND STUD / (1)- LVL EACH SIDE OF BEAM. NAIL TO BEAM WITH (2)- 16d PLAN VIEW NAILS AT 6" O.C. J 1 3/4" x 109' -7 1/2" TOP OF BEAM S2.5 5 1/2" LVL BEAM B -4 STUD WALL 16" I -JOIST AT 24" O.C. II (ELEV. AT 2x4 LEDGER. NAIL TO EACH SEE J /S2.5 TOP OF STUD AND TO TOP PLATES ° ° I II k� PLATES = CEILING FRAMING. SEE I ii I 115' -8 1/2") 2x6 STUD WALL SHEET S2.3 ii r I BEAM B -4 108' -1 1/2" BEAM BEARING 108' -1 1/2" x 108' -0" II SIMPSON LPC6 OR EQUAL [W/ 10d NAILS]. BOTH SIMPSON LPC6 OR EQUAL SIDES [W/ 10d NAILS]. BOTH SIDES (3)- 2x6's BELOW BEAM. (2)- 2x6's BELOW BEAM 2x6 SHEAR WALL. SPIKE TOGETHER SECTION SPIKE TOGETHER SEEA /S2.7 AND B /S2.7 � DETAIL SECTION 3/4 ELEVATION 1 3/4" x 5 1/2" LVL's AT 16" O.C. BEAM B -6 (1)- 1 3/4" x 5 1/2" LVL EACH SIDE OF BEAM. NAIL EACH LVL TO BEAM W/ (6)- 16d NAILS 2x6 SOFFIT FRAMING AT 24" O.C. SEE D /A3.5 X110' -1" (2)- 2x6's BELOW BEAM �,�,1DETA OPEN FOR VENTILATION (22 1/2" LONG) BETWEEN EACH TRUSSED RAFTER. ALTERNATE SIDES OF RIDGE 5" 2x6 RIDGE BLOCKING II 6,127' -4 3/8" I L -- -J L -- ROOF SHEATHING - 2x4 BLOCKING LAID _ FLAT EACH SIDE F OF RIDGE TRUSSED RAFTERS AT 24" O.C. 2' -0" NOTE: RIDGE VENT SECTION NOT SHOWN. SEE PLAN B /A1.6 Q2IING AT RIDGE 3/4" BEAM B -7 W/ 2x4's AT 16" O.C. STUD WALL ON TOP OF BEAM. SEE C /A3.5 AND D /A3.5 BEAM B -6 SIMPSON HGUQ210- 3- SDS4.5, W =5 5/8 ", SEE NOTE 5 ON S2.2. NOTE: SOFFIT FRAMING NOT SHOWN FOR CLARITY 110' -9" t° PLAN VIEW 1 1/2" 1 1/2" . 6 L. 3/4" x 7" x 0' -9" BEARING - PLATE W/ 1/4" x 7 1/2" x 0' -9" SIDE PLATES W/ (2)- 3/4" 0 BOLTS THRU BEAM B -6 1' -7 5/8" HSS 4" x 4" x 1/4" COLUMN SEE H /S1.2 FOR BASE DETAIL ELEVATION 0 2 3/ 4„ = 1' OPEN FOR VENTILATION (22 1/2" LONG) BETWEEN EACH TRUSSED RAFTER. ALTERNATE SIDES OF RIDGE 5 2x6 RIDGE BLOCKING II 6,122' -7 3/4" V _J L - - -J L -- ROOF SHEATHING - 2x4 BLOCKING LAID FLAT EACH SIDE F OF RIDGE I TRUSSED RAFTERS AT 24" O.C. IV I I 2' -0" NOTE: RIDGE VENT SECTION NOT SHOWN. SEE PLAN B /A1.6 SIM. BLOCKING AT RIDGE ( T ) 1 3/ - 4 „ =1' I I I I II 2x4 VALLEY PLATE. NAIL TRUSSED TO EACH TRUSS OR I -JOIST l i RAFTERS l i W/ (2)- 16d NAILS I OR I -JOIST li II 2x4 BLOCKING (LAID FLAT) AT 24" O.C. W/ SIMPSON Z2 CLIP OR EQUAL [W/ 10d x 1 1/2" NAILS] AT EACH END � SECTION 11/2 -1 0 12 5 16" 1 -JOIST AT 24" O.C. 2x6 AT 16" O.C. ABOVE BEAM B -3 (BEAM B -3 BELOW WALL SEE N /S2.4) 1 3/4" x 5 1/2" LVL's AT 16" O.C. 2x6 SOFFIT FRAMING AT 24" O.C. SEE D /A3.5 SIMPSON LCE4 OR EQUAL [W/ 16d NAILS] BOTH SIDES 110' -1" 2x6's BELOW BEAM T /S1.3 _,,,, 3 AT 16" O.C. D ETAI L 0 3/ 4„ _ 1IJJ T A T n 1/T VVLVIVIIN ELEVATION SEE J /S1.2 FOR BASE DETAIL DETAIL vl 3/4 ROOF -' 2x4 VALLEY PLATE. NAIL SHEATHING TO EACH I -JOIST W/ (2)- 16d NAILS I L 2x4 BLOCKING (LAID FLAT) AT 24" O.C. W/ SIMPSON Z2 CLIP OR EQUAL [W/ 10d x 1 1/2" NAILS] AT EACH END SECTION 2x1 2's AT 24" O.C. I -JOIST o � �U` Nam")'� ASSOCIATES pQp ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RE7{BURG, IDAHO 83440 Faa 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 PRO F-NG INEF�, �r0 w v 3099 OF 1� � ILL I AM S 10d NAILS AT p 4" O.C. N 0 0 0 Z o = ROOF 2x SOLID FULL HEIGHT J FRAMING V `� U? BLOCKING. SHAPE TOP TO r 0 MATCH ROOF SLOPE WHERE Q-) MM W REQUIRED. TOE NAIL EACH o X - ' BLOCKING MEMBER AND OUT- m mo ry LOOKER TO PLATE W/ (3)- N c� 10d NAILS z 3 SIMPSON H10 OR EQUAL IF DEPTH FROM TOP PLATES TO ROOF SHEATH - w [W/ 8d x 1 1/2" NAILS] ING EXCEEDS DEPTH OF OUTLOOKER, DO NOT ° AT EACH FRAMING MEMBER. SHIM OUTLOOKERS OR BLOCKING. RIP DEEPER cii SEE J /S2.6 AND K /S2.6 MEMBERS TO MATCH EXISTING DEPTH FROM TOP AT MULTIPLE FRAMING PLATES TO ROOF SHEATHING. NOTCH FASCIA MEMBERS END OF OUTLOOKER TO MATCH FASCIA DEPTH Q �' SOLID BLOCKING & N 0 o ANCHORING DETAIL o K rn " 3/4" x 7" x 1' -0" BEARING PLATE W/ „ M �, M 1 1/2" 1 1 2 1/4" x 8" x V -0" SIDE PLATES (WELD �, OUTSIDE FACE OF SIDE PLATES ONLY - TYPICAL) W/ (2)- 3/4" 0 BOLTS THRU BEAM B -1. USE LONG SLOTTED HOLES III (VERTICAL) IN SIDE PLATES. LOCATE BOLT AND BOLT HOLE AT TOP OF LONG 3/8" PLAN VIEW SLOTTED HOLES IN SIDE PLATES x 8" x 1' -0" SHEATHING SHIM 1 3/4" x 5 1/2" LVL PLATE ON TOP ON ONE SIDE OF BEAM B -1 AND B -2 OF BEAM B -1 SIMPSON LCE4 OR EQUAL [W/ 16d NAILS] BOTH SIDES 114' -7 3/4" BEAM 4 „ B -2 13/16" x 1 7/8" LONG SLOTTED HOLES N FOR 3/4" 0 BOLTS THRU BEAM. LOCATE BOLT AND BOLT HOLE AT TOP OF LONG SLOTTED HOLES IN SIDE PLATES "' 1 j 3/4" Z' BEAM B -1 6 „ HSS 4" x 4" x 1/4" COLUMN SEE C /S1.3 FOR BASE DETAIL ELEVATION D E TA I L B 3/4„ 2x4 LEDGER. SEE H /S2.5 SIMILAR PLAN VIEW rn PO 1 3/4" x 11 1/4" LVL's AT N N 16" O.C. -_ - NAIL LVL TO BEAM W/ (2)- - 16d AT 6" O.C. 3/8" x 11 1/4"y 1 3/4" x 5 1/2" LVL's AT x 2' -3" SHEATHING 12" O.C. SHIM ON ONE SIDE OF BEAM B -1 j -8" 1 3/4" x 5 1/2" LVL PLATE ON TOP OF BEAM B -1 BEAM B -1 NAIL SHEATHING TO EACH LVL W/ 10d AT 12" O.C. 113' -1 3/4 " (3)- 1 3/4" x 11 1/4" LVL's ELEVATION W/ (1)- 1/4" SHEATHING SPACER BELOW BEAM B -1 DETAIL 3/4" 12 ROOF SHEATHING 5 BEAM B -4 x 7/8" x 5 1/2" x 1' -5 3/8" SEE SEC. SHEATHING SPACER E S2.2 -1T - - - 1 BETWEEN BEAM AND STUD / (1)- LVL EACH SIDE OF BEAM. NAIL TO BEAM WITH (2)- 16d PLAN VIEW NAILS AT 6" O.C. J 1 3/4" x 109' -7 1/2" TOP OF BEAM S2.5 5 1/2" LVL BEAM B -4 STUD WALL 16" I -JOIST AT 24" O.C. II (ELEV. AT 2x4 LEDGER. NAIL TO EACH SEE J /S2.5 TOP OF STUD AND TO TOP PLATES ° ° I II k� PLATES = CEILING FRAMING. SEE I ii I 115' -8 1/2") 2x6 STUD WALL SHEET S2.3 ii r I BEAM B -4 108' -1 1/2" BEAM BEARING 108' -1 1/2" x 108' -0" II SIMPSON LPC6 OR EQUAL [W/ 10d NAILS]. BOTH SIMPSON LPC6 OR EQUAL SIDES [W/ 10d NAILS]. BOTH SIDES (3)- 2x6's BELOW BEAM. (2)- 2x6's BELOW BEAM 2x6 SHEAR WALL. SPIKE TOGETHER SECTION SPIKE TOGETHER SEEA /S2.7 AND B /S2.7 � DETAIL SECTION 3/4 ELEVATION 1 3/4" x 5 1/2" LVL's AT 16" O.C. BEAM B -6 (1)- 1 3/4" x 5 1/2" LVL EACH SIDE OF BEAM. NAIL EACH LVL TO BEAM W/ (6)- 16d NAILS 2x6 SOFFIT FRAMING AT 24" O.C. SEE D /A3.5 X110' -1" (2)- 2x6's BELOW BEAM �,�,1DETA OPEN FOR VENTILATION (22 1/2" LONG) BETWEEN EACH TRUSSED RAFTER. ALTERNATE SIDES OF RIDGE 5" 2x6 RIDGE BLOCKING II 6,127' -4 3/8" I L -- -J L -- ROOF SHEATHING - 2x4 BLOCKING LAID _ FLAT EACH SIDE F OF RIDGE TRUSSED RAFTERS AT 24" O.C. 2' -0" NOTE: RIDGE VENT SECTION NOT SHOWN. SEE PLAN B /A1.6 Q2IING AT RIDGE 3/4" BEAM B -7 W/ 2x4's AT 16" O.C. STUD WALL ON TOP OF BEAM. SEE C /A3.5 AND D /A3.5 BEAM B -6 SIMPSON HGUQ210- 3- SDS4.5, W =5 5/8 ", SEE NOTE 5 ON S2.2. NOTE: SOFFIT FRAMING NOT SHOWN FOR CLARITY 110' -9" t° PLAN VIEW 1 1/2" 1 1/2" . 6 L. 3/4" x 7" x 0' -9" BEARING - PLATE W/ 1/4" x 7 1/2" x 0' -9" SIDE PLATES W/ (2)- 3/4" 0 BOLTS THRU BEAM B -6 1' -7 5/8" HSS 4" x 4" x 1/4" COLUMN SEE H /S1.2 FOR BASE DETAIL ELEVATION 0 2 3/ 4„ = 1' OPEN FOR VENTILATION (22 1/2" LONG) BETWEEN EACH TRUSSED RAFTER. ALTERNATE SIDES OF RIDGE 5 2x6 RIDGE BLOCKING II 6,122' -7 3/4" V _J L - - -J L -- ROOF SHEATHING - 2x4 BLOCKING LAID FLAT EACH SIDE F OF RIDGE I TRUSSED RAFTERS AT 24" O.C. IV I I 2' -0" NOTE: RIDGE VENT SECTION NOT SHOWN. SEE PLAN B /A1.6 SIM. BLOCKING AT RIDGE ( T ) 1 3/ - 4 „ =1' I I I I II 2x4 VALLEY PLATE. NAIL TRUSSED TO EACH TRUSS OR I -JOIST l i RAFTERS l i W/ (2)- 16d NAILS I OR I -JOIST li II 2x4 BLOCKING (LAID FLAT) AT 24" O.C. W/ SIMPSON Z2 CLIP OR EQUAL [W/ 10d x 1 1/2" NAILS] AT EACH END � SECTION 11/2 -1 0 12 5 16" 1 -JOIST AT 24" O.C. 2x6 AT 16" O.C. ABOVE BEAM B -3 (BEAM B -3 BELOW WALL SEE N /S2.4) 1 3/4" x 5 1/2" LVL's AT 16" O.C. 2x6 SOFFIT FRAMING AT 24" O.C. SEE D /A3.5 SIMPSON LCE4 OR EQUAL [W/ 16d NAILS] BOTH SIDES 110' -1" 2x6's BELOW BEAM T /S1.3 _,,,, 3 AT 16" O.C. D ETAI L 0 3/ 4„ _ 1IJJ T A T n 1/T VVLVIVIIN ELEVATION SEE J /S1.2 FOR BASE DETAIL DETAIL vl 3/4 ROOF -' 2x4 VALLEY PLATE. NAIL SHEATHING TO EACH I -JOIST W/ (2)- 16d NAILS I L 2x4 BLOCKING (LAID FLAT) AT 24" O.C. W/ SIMPSON Z2 CLIP OR EQUAL [W/ 10d x 1 1/2" NAILS] AT EACH END SECTION 2x1 2's AT 24" O.C. I -JOIST o � �U` Nam")'� ASSOCIATES pQp ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RE7{BURG, IDAHO 83440 Faa 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 PRO F-NG INEF�, �r0 w v 3099 OF 1� � ILL I AM S cn w `1' z 0 o V ��' x U ii U G� F, H H C1.0) w � 1 N 0 0 0 Z ~ I�- ~ U Cn W O V `� U? 0 � Q r 0 � Q-) MM W ED 2 X m mo ry cn w `1' z 0 o V ��' x U ii U G� F, H H C1.0) w � Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FRAMING DETAILS Snk' S2.5 I1 11 X I 11 PLAN VIEW SECTION ROOF SHEATHING �r 16" I -JOIST AT 24" O.C. ROOF SHEATHING I� (4)- 2x4 POST BELOW RIDGE IXI �I IXI BEAM (ONE 2x4 EACH SIDE I V1 1 3/4" x 5 1/2" LVL's AT OF RIDGE BEAM). SEE A /S2.2 16" O.C. (ELEVATION AT FOR LOCATION TOP OF PLATES = 114' -5 ") (5)- 16d SINKER NAILS AT FULL HEIGHT BLOCKING EACH JOIST, TYP. CUT TO SHAPE FROM 1 1/2" x 18" LSL OR 115-8 1/2" 1 3/4" x 18" LVL. TOE - - -- - - NAIL BLOCKING TO PLATE FULL HEIGHT BLOCKING CUT - - W/ 16d AT 6" O.C. TO SHAPE FROM 1 1/2" x 18 "I LSL OR 1 3/4 x 18 LVL 16" I -JOIST AT 24" O.C. SEE E /S2.5 TOE NAIL BLOCKING TO PLATE W/ 16d AT 6 ., O.C._' 1 i 114' -5" 114' -5" IV 2x6 AT 16" O.C. ABOVE 1 1 BEAM B -3. SEE N /S2.4 1 3/4" x 5 1/2" LVL's AT 16" O.C. BEYOND - I - - - SEE S /S2.4 AND T /S2.4 FOR DETAILS AT BEAM B -3 BELOW DETAIL SECTION 109' -7 1/2"j TOP OF BEAM BEAM B -4. 3 1/8" x 18 "-` j GLU -LAM. SHAPE TOP OF BEAM TO MATCH ROOF SLOPE f I CEILING FRAMING. SEE SHEET S2.3 108' -1 1 /2" J h BEAM BEARING SIMPSON LSSUH410 OR EQUAL [W/ (18)- 16d NAILS INTO BEAM AND (12)- 10d x 1 1/2" NAILS INTO L I- JOIST] AT EACH I -JOIST 16" I -JOIST AT 24" O.C. 0 SECTION ELEVATION 1 3/4" x 11 1/4" LVL's AT 16" O.C. 2x4 SOFFIT FRAMING AT 24" O.C. SEE B/A3.6 108' -9" (2)- 1 3/4" x 5 1/2" LVL's BELOW BEAM W/ 1 3/4" x 11 1/4" LVL EACH SIDE OF BEAM. NAIL 11 1/4" LVL ON EACH SIDE TO BEAM W/ (6)- 16d NAILS DETAIL SIMPSON A35 OR EQUAL [W/ 8d x 1 1/2" NAILS] AT EACH JOIST 2x8 VALLEY PLATE (SHAPED). NAIL TO EACH TRUSS OR I -JOIST W/ (3)- 16d NAILS ROOF 2x8 JOIST (OR 2x6 JOIST). SEE FRAM- SIMPSON A35 OR EQUAL ING PLANS FOR [W/ 8d x 1 1/2" NAILS] SPACING AT EACH 2x12 JOIST 2x8 VALLEY PLATE (SHAPED). NAIL TO EACH I -JOIST W/ (3)- 16d NAILS SHEATHING 12 5 PLAN VIEW 0 a 0 ED m o _ I o -- m Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FRAMING DETAILS Snk' S2.5 I1 11 X I 11 PLAN VIEW SECTION ROOF SHEATHING �r 16" I -JOIST AT 24" O.C. ROOF SHEATHING I� (4)- 2x4 POST BELOW RIDGE IXI �I IXI BEAM (ONE 2x4 EACH SIDE I V1 1 3/4" x 5 1/2" LVL's AT OF RIDGE BEAM). SEE A /S2.2 16" O.C. (ELEVATION AT FOR LOCATION TOP OF PLATES = 114' -5 ") (5)- 16d SINKER NAILS AT FULL HEIGHT BLOCKING EACH JOIST, TYP. CUT TO SHAPE FROM 1 1/2" x 18" LSL OR 115-8 1/2" 1 3/4" x 18" LVL. TOE - - -- - - NAIL BLOCKING TO PLATE FULL HEIGHT BLOCKING CUT - - W/ 16d AT 6" O.C. TO SHAPE FROM 1 1/2" x 18 "I LSL OR 1 3/4 x 18 LVL 16" I -JOIST AT 24" O.C. SEE E /S2.5 TOE NAIL BLOCKING TO PLATE W/ 16d AT 6 ., O.C._' 1 i 114' -5" 114' -5" IV 2x6 AT 16" O.C. ABOVE 1 1 BEAM B -3. SEE N /S2.4 1 3/4" x 5 1/2" LVL's AT 16" O.C. BEYOND - I - - - SEE S /S2.4 AND T /S2.4 FOR DETAILS AT BEAM B -3 BELOW DETAIL SECTION 109' -7 1/2"j TOP OF BEAM BEAM B -4. 3 1/8" x 18 "-` j GLU -LAM. SHAPE TOP OF BEAM TO MATCH ROOF SLOPE f I CEILING FRAMING. SEE SHEET S2.3 108' -1 1 /2" J h BEAM BEARING SIMPSON LSSUH410 OR EQUAL [W/ (18)- 16d NAILS INTO BEAM AND (12)- 10d x 1 1/2" NAILS INTO L I- JOIST] AT EACH I -JOIST 16" I -JOIST AT 24" O.C. 0 SECTION ELEVATION 1 3/4" x 11 1/4" LVL's AT 16" O.C. 2x4 SOFFIT FRAMING AT 24" O.C. SEE B/A3.6 108' -9" (2)- 1 3/4" x 5 1/2" LVL's BELOW BEAM W/ 1 3/4" x 11 1/4" LVL EACH SIDE OF BEAM. NAIL 11 1/4" LVL ON EACH SIDE TO BEAM W/ (6)- 16d NAILS DETAIL SIMPSON A35 OR EQUAL [W/ 8d x 1 1/2" NAILS] AT EACH JOIST 2x8 VALLEY PLATE (SHAPED). NAIL TO EACH TRUSS OR I -JOIST W/ (3)- 16d NAILS ROOF 2x8 JOIST (OR 2x6 JOIST). SEE FRAM- SIMPSON A35 OR EQUAL ING PLANS FOR [W/ 8d x 1 1/2" NAILS] SPACING AT EACH 2x12 JOIST 2x8 VALLEY PLATE (SHAPED). NAIL TO EACH I -JOIST W/ (3)- 16d NAILS SHEATHING 12 5 PLAN VIEW SOLID BLOCK SOLID BLOCK SOLID BLOCK 1" = 20' -0" ROOF SHEATHING (3)- 2x OUTLOOKERS (2x's 2x6 OUTLOOKERS AT 24" O.C. USE SIMPSON LUS26 OR - EQUAL [W/ 10d NAILS] AT SINGLE 2x6 USE SIMPSON LUS26 -2 OR EQUAL [W/ 16d NAILS] AT DOUBLE 2x6 (4)- TR -2A's p DETAIL r i a z z J z Q J z 0 I 0 of cD 0 0 N ° d W w V) 0 tJJ Of IJJ w z N OPENING FOR o RETURN AIR DUCT 0 ( SEE R /S2.6 FOR OPENING AT BOTTOM OF MECHANICAL CHASE 1 1 I 0 (3)- 1 3/4" x c 1 5 1/2" LVL's W/ 1/4" SHEATHING SPACER ° I 0i I Q 1' -11" 2' -0 1/2 N n 0 0 N rn r DETAIL 1 1/2" = V -0" 3 1/2" 7 DETAIL Q 1/2" = V -0„ 115' -8" L TO MATCH TOP CHORD OF ROOF TRUSSED RAFTERS TR -2 SHEATHING AND TR -2A). SEE K /S2.6 AT STUD WALL USE SIMPSON A35 OR EQUAL [ W/ 8d x 1 1/2" NAILS] EACH SIDE OF TRIPLE 2x's (4) - TR -2A's --- (3)- 2x BLOCKING (2x's TO MATCH TOP CHORD OF TRUSSED RAFTERS TR -2 AND TR -2A) W/ SIMPSON A34 OR EQUAL [W/ 8d X 1 1/2" NAILS] AT EACH END - BOTH SIDES DETAIL ROOF SHEATHING (2)- LVL OUTLOOKERS ----_ AT RIDGE (CUT FROM 1 3/4" X 7 1/4" LVL's). SHAPE TOP TO MATCH ROOF SLOPE. SHAPE BOTTOM OF LVL's AT WALL AND EXTEND SHAPE AT CANTILEVER SOLID BLOCKING. SEE R /S2.5 -A A SIMPSON H2.5 OR EQUAL [W/ 8d NAILS] EACH SIDE DETAIL II II II II II II II II II II II II II II II II II I,I I I I I III II II it II II II II it II II II I II II II I II II I I I I I I•I I•I I•I I I I I II II I II II II II STAGGER JOINTS II LID I (� DCKING I 1/8" GAP AT 1 /8" GAP AT I II II II II JOINTS II II JOINTS I II I.I I.I II II EDGE NAILING II II I 11 II II I �I II I I I I I I I I I II II II II I II II 11 II I 1'1 I'I I'I I I'i I'I 1'I I I I 11 II II I II II 11 II I I I LI 11 LI LI I I I I I I•I I I I�i I I I I ► I I�I I I I II II it II II II it LID LI I LI i l DCKING I 11 i I it II II II II II II II II II II II II II II II II II II I� EDGE NAILING FIELD NAILING II II II FIELD NAILING II TRUSSED NOTE: SEE SHEATHING RAFTERS TYPE AND NAILING SCHEDULE OR I -JOIST ON SHEET S1.0 FOR EDGE NAILING AND FIELD NAILING REQUIREMENTS. FOR SHEATH- ING EDGE DETAIL, SEE C /S2.6 PANEL NAILING B 2x6's AT 24" O.C. USE SIMPSON LUS26 OR - EQUAL [W/ 10d NAILS] AT SINGLE 2x6. USE SIMPSON LUS26 -2 OR EQUAL [W/ 16d NAILS] AT DOUBLE 2x6 TRUSSED RAFTER ROOF SHEATHING (D DETAIL ELEVATION 1 3/4" x 11 1/4" LVL's AT 16" O.C. (2)- LVL's AT RIDGE (CUT FROM 1 3/4" x 7 1/4" LVL's). SHAPE TOP TO MATCH ROOF SLOPE 1 3/4" x 5 1/2" LVL BLOCKING AT STEEL ANGLE. SEE N /S2.6 FOR BLOCKING AND STEEL ANGLE DETAILS 112' -11 3/8" q v (2)- 1 3/4" x 5 1 /2' BELOW LVL's AT RIDGE vv/ 1 3/4" x 11 1/4" LVL EACH SIDE OF BEAM. NAIL 11 1/4" LVL ON EACH SIDE TO LVL's AT RIDGE W/ (6)- 16d NAILS DETAIL ROOF SHEATHING 2x6 OUTLOOKERS AT 24" O.C. USE SIMPSON LUS26 OR EQUAL [W/ 10d NAILS] AT EACH 2x6 L OUTOOKER CONT. 1 3/4 ' x 16 , LVL OR 1 1/2" x 16" LSL NAIL CONT. LVL (OR LSL) TO TOP AND BOTTOM FLANGE W/ 16d NAILS AT 8" O.C. DETAIL SECTION ROOF SHEATHING 2x6 OUTLOOKERS 24" O.C. SOLID BLOCKING. R /S2.5 SIMPSON H10 OR [ W/ 8d x 1 1/2" AT EACH 2x6 OU1 DETAIL ROOF SHEATHING EDGE NAILING AT MULTIPLE TRUSSED RAFTERS, EDGE NAILING rtv �JGV r�r�r i art MUST OCCUR AT A OR OUTLOOKER COMMON TRUSSED RAFTER NOTE: FOR NAILING, SEE SHEATHING TYPE AND NAILING SCHEDULE ON SHEET S1.0 AND PANEL NAILING DETAIL B /S2.6 1SHEA ED (2)- 2x OUTLOOKERS -- (CUT FROM 2x8) AT RIDGE. SHAPE BOTTOM OF 2x's AT WALL AND EXTEND SHAPE AT CANTILEVER SOLID BLOCKING. SEE -� R /S2.5 SIMPSON H10 -2 OR EQUAL - [W/ 10d NAILS] FIELD �� EDGE NAILING \ NAILING AT MULTIPLE I- JOIST, EDGE NAILING MUST OCCUR AT A COMMON I -JOIST FIELD - NAILING r � *J SIMPSON MSTI48 STRAP TIE OR EQUAL [ W/ 10d X 1 1/2" NAILS AT EVERY OTHER NAIL HOLE] CENTERED OVER RIDGE OF STUD WALL TOP PLATES DETAIL 1 3/4" x 11 1/4" LVL's AT 16" O.C. WALL SHEATHING A 4" x 4" x 1/4" ANGLE W/ 3/8" x 3" LAG I (1 VII SCREWS. PLACE ONE I SEC. 1 SCREW AT EACH LVL I I I ° cL� ` °� STUD AND ONE SCREW MID -WAY BETWEEN STUDS INTO LVL BLOCKING / ° .I J I.I II ROOF SHEATHING ° I • I (III I'I I III I 2x8 LEDGER. NAIL I.I I I III TO EACH LVL STUD I I I I 1 W/ (3)- 16d NAILS II II 11 1 3/4" x 5 1/2" LVL I V I I I BLOCKING W/ SIMPSON A34 OR EQUAL [W/ 8d x 1 1/2" NAILS] EACH SEE END. BLOCKING TO ELEVATION M /S2.6 FOLLOW ROOF SLOPE DETAIL 1 3/4" x 7 1/4" LVL's AT 16" O.C. 1 3/4" x 5 1/2" LVL's AT 12" O.C. 1 3/4" x 11 1/4" -1 3/4" x 5 1/2" LVL's AT 16" O.C. LVL's AT 16 O.C. 6'-2" SIMPSON CS20 OR EQUAL [W/ 8d NAILS] COILED SIMPSON LCE4 OR EQUAL STRAP CONTINUOUS [W/ 16d NAILS] ONE OVER TOP PLATES. SIDE OF HEADER EXTEND 10' -0" PAST (3)- 1 3/4" x 3- 1 3 4 I 5 1/2" LVL TOP x 5 1/2" PLATES LVL's AT " DOOR JAMB 1 3/4 x 5 1/2" LVL's AT 16" O.C. 1 3/4" x 5 1/2" LVL WALL (BEYOND) s N " I I 0108' -0 BEAM B -8 SEE P /S2.4 • • - �I MW Wro 11 HIIIIIII • ��,� �� 1 . - . ' • - ' �;��/ I� � X1,,:1 �' • • •' II I II • NAIL 5 1/2" LVL TO 7 1/4" LVL (11 1/4" LVL ON OPPOSITE SIDE) ® ETAI L W/ 16d NAILS AT 12" 3/8" O.C. - STAGGERED (LAID FLAT) W/ SIMPSON A35 OR EQUAL [W/ 8d x 1 1/2" NAILS] EACH END - TOP AND BOTTOM 1 3/4" x 5 1/2" LVL's AT 16" O.C. SEE R /S2.6 FOR FRAMING REQUIRED FOR MECHANICAL 8 1/2" DUCT PENETRATIONS THRU WALL AT DUCT CHASE 0 5 1/2n CV R S2.6 4' - 0 " 1' -1" DOOR FRAME �T 4' -6" 5 1/2 1 3/4" x 5 1/2" 1' -11" 2' -01/2" 7" LVL's AT 16" O.C. SEE Q /S2.6 FOR 3 1/2" FRAMING REQUIRED FRAMING REQUIRED FOR MECHANICAL Q FOR BEAM B -8 DUCT PENETRATIONS S26 ABOVE. SEE P /S2.4 THRU BEARING WALL AT DUCT CHASE DETAIL 9" SEE H /S2.6 8 5/16" SHAPE TOP OF BEAM - B -8 AT (2)- 2x6 OUT - LOOKERS. SEE F /S2.2 ROOF SHEATHING -- 109'-6" rn 108' -9" FOR FASCIA AND SOFFIT DETAILS SEE B/A3.6 12 5 I I �- �i IX BEAM B -9 BEYOND 71/2" L 5 1/2" SEE Q /S2.5 n -7 5/8" DETAIL I in N M AAI \AI - %A/ 4 1/2" BEAM B -17. SEE F /A5.3 FOR DETAIL AT DOOR AND WINDOW FRAME 1 3/4" x 5 1/2" LVL's AT 16" O.C. 1/4" x 5 1/2" x 0' -11" STEEL PLATE W/ (4)- SIMPSON SDS1 /4 x 3" SCREWS INTO 2x6's BEAM B -17 10 8 ' 6 Ilk v N r (3)- 2x6's W/ (1)- 1 3/4" x 5 1/2" LVL EACH SIDE OF 2x6's 9" ELEVATION DETAIL U 3/4„ a° ASSOCIATES `�0 0000' 0 ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 G IN � 3099 ��O�fTgIt or S ILL I AM S z O !� o V V H H �w w � F"1 C N � O 0 O Z ~ ti . i ~ Q0 U co w (D O LO LID CD O w Q LL � L0 'U J I W c� G X w o z O !� o V V H H �w w � F"1 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number 591-5568-77 Sheet Title: FRAMING DETAILS Sheet: 52.6 ROOF SHEATHING (3)- 2x OUTLOOKERS (2x's TO MATCH TOP CHORD OF TRUSSED RAFTERS TR -2 AND TR -2A). SHAPE 2x's TO 5 1/2" AT WALL AND EXTEND SHAPE AT CANTI- LEVER SOLID BLOCKING. SEE R /S2.5 SIMPSON H2.5A OR EQUAL - [W/ 8d x 2 1/2" NAILS] EACH SIDE OF TRIPLE 2x's. NAIL TO TRIPLE 2x's AND WALL PLATE SIMPSON LSTAl2 OR EQUAL [W/ (10)- 10d x 3" NAILS]. BEND AND NAIL STRAP OVER TOP PLATE C 0 'U I o I ° m 0 Y Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number 591-5568-77 Sheet Title: FRAMING DETAILS Sheet: 52.6 ROOF SHEATHING (3)- 2x OUTLOOKERS (2x's TO MATCH TOP CHORD OF TRUSSED RAFTERS TR -2 AND TR -2A). SHAPE 2x's TO 5 1/2" AT WALL AND EXTEND SHAPE AT CANTI- LEVER SOLID BLOCKING. SEE R /S2.5 SIMPSON H2.5A OR EQUAL - [W/ 8d x 2 1/2" NAILS] EACH SIDE OF TRIPLE 2x's. NAIL TO TRIPLE 2x's AND WALL PLATE SIMPSON LSTAl2 OR EQUAL [W/ (10)- 10d x 3" NAILS]. BEND AND NAIL STRAP OVER TOP PLATE 9" WIDE x V -3" HIGH OPENING IN SHEAR WALL FOR MECH. DUCT. HEADER TOP AND BOTTOM OF OPEN- ING AND SIDES OF OPENING WITH 2x6. SEE NOTE 7. DO NOT CUT STUDS AT THIS OPENING 1' -9" WIDE x 1' -3" HIGH -� OPENING IN SHEAR WALL FOR MECH. DUCT. HEADER TOP AND BOTTOM OF OPEN- ING AND SIDES OF OPENING WITH 2x6. SEE NOTE 7 BEAM B -4 - SEE F /S2.5 SEE NOTE 6 Fig SEE NOTE 3 SEE NOTE 10 SEE NOTE 9- N - SEE NOTE 2 SEE NOTE 2 i SEE NOTE 1 SEE NOTE 1 - SEE J F NOTE 5 M 1.3 51.3 S1. 2x6 CEILING FRAMING SEE SHEET S2.3 2x6 CEILING FRAMING SEE SHEET S2.3 NOTE: SHEAR WALL ELEVATION IS LOOKING TOWARDS CHAPEL SEAR H WALL "A" ELEVATIO A J / 8 _ V-011 M • R 0 J J o NAIL STRUT TO J STRUT SUPPORT W/ (2)- 10d r 0 n U) SECTION AT TRUSSED RAFTERS z rY to o M \ . 6i Q IL A LOOKING �CHAPEL V V SH EAR WALL "C" ELE ROOF SHEATHING 2x6 RIDGE BLOCKING SIMPSON MST27 OR EQUAL [W/ (15)- 16d NAILS EACH END] CENTERED OVER RIDGE SEE NOTE 2 ON SHEET S2.7 2x4 BLOCKING BETWEEN TRUSSED RAFTERS AT 48" O.C. (2)- 10d NAILS EACH END OF STRUT SUPPORT 2x4 FILLER BLOCK BELOW STRUT SUPPORT. FIT TIGHT AGAINST BOTTOM CHORD. NAIL TO WEB W/ (4)- 10d NAILS - STAGGERED 2x4 BLOCKING BETWEEN I -JOIST AT 48" O.C. N SECTION AT I -JOIST `° E DETAIL 0 0 0) CONT. 2x6 LEDGER 2x6 BLOCKING AT 48" O.C. ROOF SHEATHING SHEAR WALL "D" 1 3/4" x 5 1/2" LVL's AT 16" O.C. W/ WALL SHEATH- ING EACH SIDE. SEE D /S2.7 FOR NAILING TRUSSED RAFTERS TR -1 SECTION 9" WIDE x 1' -3" HIGH OPENING IN SHEAR WALL FOR MECH. DUCT. HEADER TOP AND BOTTOM OF OPEN- ING AND SIDES OF OPENING WITH 2x6. SEE NOTE 7. DO NOT CUT STUDS AT THIS OPENING 1' -9" WIDE x 1' -3" HIGH OPENING IN SHEAR WALL FOR MECH. DUCT. HEADER TOP AND BOTTOM OF OPEN- ING AND SIDES OF OPENING WITH 2x6. SEE NOTE 7 SEE NOTE 4 �wI 1' -3" WIDE x 11" HIGH OPENING IN SHEAR WALL FOR MECH. DUCT. HEADER TOP AND BOTTOM OF OPEN- ING AND SIDES OF OPENING WITH 2x6. SEE NOTE 7 BEAM B-4- SEE F /S2.5 S1.3 S1 S1.3 S OPP. OPP. OPP. C:3 SEE NOTE 3 1' -3" WIDE x 1' -5" HIGH OPENING IN SHEAR WALL SEE NOTE 10 FOR MECH. DUCT. HEADER TOP AND BOTTOM OF OPEN - SEE NOTE 9 ING AND SIDES OF OPENING N WITH M. SEE NOTE 7 A7.1 - ,� -- SEE NOTE 4 SEE NOTE 2 SEE NOTE 2 SEE NOTE 1 SEE NOTE 1 - ,:, 4' -10 1/2" 2x6 CEILING FRAMING 2x6 CEILING FRAMING 4' -8 1/2' C) SEE SHEET S2.3 SEE SHEET S2.3 a, SEE NOTE 6 1 t i SEE SEE N F NOTE 5 M M NOTE 5 L N B T 1.3 S1.3 S1.3 S1.3 S1.4 S1.3 S1.2 S1.3 NOTE: SHEAR WALL ELEVATION IS OPP. LOOKING TOWARDS CHAPEL SHEAR WALL "B" ELEVATION B 1 _ ,' SHEAR WALL NOTES: 2' -3" WIDE x 1' -1" HIGH OPENING 1. 2x6's AT 16" O.C. WITH WALL SHEATHING BOTH IN SHEAR WALL (TWO PLACES) SIDES. BLOCK ALL HORIZONTAL WALL SHEATHING FOR SUPPLY AIR DUCT. SEE EDGES AT SHEAR WALL WITH 3x6 IF HORIZONTAL G /S2.7 FOR HEADER DETAIL. EDGES ON OPPOSITE SIDES OF THE WALL ALIGN HEADER SIDES AND BOTTOM AT THE SAME BLOCKING PIECE. 2x6 BLOCKING OF OPENING WITH 2x6. SEE NOTE 7 1' -6" WIDE x 2' -10" HIGH OPENING IN SHEAR WALL FOR ACCESS DOOR. SEE G /A7.2 SIM. SEE H /S2.7 FOR 2 ' -7 " HEADER DETAIL. HEADER SIDES AND BOTTOM OF OPENING WITH 2x6. SEE NOTE 7 MAY BE USED IF HORIZONTAL SHEATHING EDGES ON OPPOSITE SIDES ARE OFFSET. NAIL SHEATH- ING W/ 10d AT 12" O.C. AT INTERMEDIATE SUPPORTS (FIELD NAILING). NAIL SHEATHING TO STRAP TIE AT EACH END OF SHEAR 9 EACH STUD AT SHEATHING EDGES W/ 10d AT 4" WALL NAILED TO I -JOIST AND SHEAR U F O.C. STAGGER SHEATHING ON OPPOSITE SIDE OF WALL TOP PLATES. SEE U /S2.6 S2.6 S2.7 10 SHEAR WALL SO VERTICAL JOINTS DO NOT ALIGN AT A COMMON STUD. g- 4 CEILING FRAMING. SEE ' x 5 1 /2 CONT. LVL DRAG STRUT AT ROOF to 2. 1 3/4 SHEATHING. NAIL SHEATHING TO STRUT W/ (2)- SHEET S2.3 co ROWS 10d AT 4" O.C. LVL TO BE ONE CONTINUOUS N PIECE. 3. 2x4 DRAG STRUT SUPPORT BETWEEN TRUSSED 1/2" 9' -41/2" RAFTERS AT 48" O.C. NAIL DRAG STRUT TO STRUT SUPPORT W/ (2)- 10d NAILS. SEE I °O 00 E /S2.7. I M 1 3/4" x 5 1/2" I 4. NAIL WALL SHEATHING TO EACH STUD AT SHEAR LVL's AT 16" O.C. jl WALL EDGES, AND TO ALL TOP AND BOTH BOTTOM W/ WALL SHEATHING I I II PLATES W/ 10d AT 6" O.C. EACH SIDE. SEE II NOTE 1 SIMILAR 5. (2)- 2x6 SILL PLATES W/ 10d AT 6" O.C. INTO 1 BOTH PLATES. P 3' -0" SEE NOTE 5 Q P 6. NAIL WALL SHEATHING TO EACH 2x6 AT JAMBS S1.3 S1.2 S1.2 AND HEADER. 7. HEADER TOP AND BOTTOM OF OPENING W/ 2x6. STEP FOOTING. SEE NOTE: SHEAR WALL ELEVATION IS NAIL EDGES OF WALL SHEATHING AROUND OPENING C /S1.4 AND D /S1.4 LOOKING TOWARDS CHAPEL W/ 1 O AT 4" O.C. 8. EXTERIOR SHEAR WALLS: NAIL WALL SHEATHING kt WALL "D"ELEVA� TO EACH STUD AT HOLD DOWN W/ 10d AT 6" O.C. D SEE HOLD DOWN DETAILS. 0" 9. 2x4 DRAG STRUT SUPPORT BETWEEN I- JOISTS AT 48" O.C. NAIL DRAG STRUT TO STRUT SUPPORT W/ (2)- 10d NAILS. SEE E /S2.7. 10. NAIL CONT. LVL STRUT TO 2x6 TOP PLATE W/ 10d NAILS AT 8" O.C. - STAGGERED. ELEVATION NOTE: SEE MECHANICAL DRAWINGS FOR DUCT SIZE AND LOCATION 1 3/4" x 5 1/2" LVL's - AT 16" O.C. W/ WALL SHEATHING EACH SIDE. SEE D /S2.7 FOR NAILING (3)- 1 3/4" x 5 1/2" -� LVL HEADER W/ (1)- 1 /4" SHEATHING Z SPACER J OF OPENING 1 - - - - =" 1 D 2' -3" WIDE x 1' -1" HIGH OPEN- ING FOR MECH. 1 :: SUPPLY AIR DUCT 2x6 PLATE SECTION U 2.6 0PP. ___ SEE NOTE 4 2x6 CEILING FRAMING. \� SEE SHEET S2.3 I I I ,I II l II i II I I �1 S1.3 STEP FOOTING. SEE C /S1.4 AND D /S1.4 © ASSOCIATES © 0 ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 �D PROF I NG IN /P J1sro Cu��9 3099 ' OF 1'� �ICLIAMS 2x6 EACH SIDE OF OPENING 1' -6" WIDE x 2' -10" HIGH OPENING THRU SHEAR WALL. SEE G /A7.2 SIM. 2x6 PLATE NOTE: SEE MECHANICAL DRAWINGS FOR DUCT SIZE ELEVATION SECTION AND LOCATION (� DETAIL D 4 2x6 EACH SIDE OF OPENING OPENING FOR MECHANICAL DUCT 2x6 PLATE 1 3/4" x 5 1/2" LVL's AT 16" O.C. D ETAI L ......._..__-.____ - Sheet Title: SHEAR WALL ELEVATIONS AND DETAILS Sheet: S2.7 VATI ON 1 9' -41/2" I I) (I SEE -� M NOTE 5 F 1.3 S1. AIAII 17/1!11- CI11'A i'l11d IP1 I I 2'4" 2' -0" SECTION E V) z w N � C 0 . o xU� 0 0_ V 0 Z 1` J C) ~ CU U UJ O LO " as J LO LO J M W U N c� G X UJ 0 2x6 EACH SIDE OF OPENING 1' -6" WIDE x 2' -10" HIGH OPENING THRU SHEAR WALL. SEE G /A7.2 SIM. 2x6 PLATE NOTE: SEE MECHANICAL DRAWINGS FOR DUCT SIZE ELEVATION SECTION AND LOCATION (� DETAIL D 4 2x6 EACH SIDE OF OPENING OPENING FOR MECHANICAL DUCT 2x6 PLATE 1 3/4" x 5 1/2" LVL's AT 16" O.C. D ETAI L ......._..__-.____ - Sheet Title: SHEAR WALL ELEVATIONS AND DETAILS Sheet: S2.7 VATI ON 1 9' -41/2" I I) (I SEE -� M NOTE 5 F 1.3 S1. AIAII 17/1!11- CI11'A i'l11d IP1 I I 2'4" 2' -0" SECTION E V) z w o V C 0 . o xU� 0_ V H F-4 c WO W-4 2x6 EACH SIDE OF OPENING 1' -6" WIDE x 2' -10" HIGH OPENING THRU SHEAR WALL. SEE G /A7.2 SIM. 2x6 PLATE NOTE: SEE MECHANICAL DRAWINGS FOR DUCT SIZE ELEVATION SECTION AND LOCATION (� DETAIL D 4 2x6 EACH SIDE OF OPENING OPENING FOR MECHANICAL DUCT 2x6 PLATE 1 3/4" x 5 1/2" LVL's AT 16" O.C. D ETAI L ......._..__-.____ - Sheet Title: SHEAR WALL ELEVATIONS AND DETAILS Sheet: S2.7 VATI ON 1 9' -41/2" I I) (I SEE -� M NOTE 5 F 1.3 S1. AIAII 17/1!11- CI11'A i'l11d IP1 I I 2'4" 2' -0" SECTION I C 0 . U N 0 N 1 3/4" x 5 1/2" LVL's (3)- 1 3/4" x 5 1/2" I I I I (6 o AT 16" O.C. W/ WALL LVL PLATES SHEATHING EACH SIDE. SEE D /S2.7 FOR NAILING x 5 (1 /2" LVL HEADER Project Number: 1/4" SHEATHING 591 - 556 -77 (3)- 1 3/4" x 5 1/2" SPACER Plan Series: LVL HEADER W/ (1)- HER- T_R -98 -13 1/4" SHEATHING 115' -8" Property Number: SPACER :: 591- 5568 -77 2x6 EACH SIDE OF OPENING 1' -6" WIDE x 2' -10" HIGH OPENING THRU SHEAR WALL. SEE G /A7.2 SIM. 2x6 PLATE NOTE: SEE MECHANICAL DRAWINGS FOR DUCT SIZE ELEVATION SECTION AND LOCATION (� DETAIL D 4 2x6 EACH SIDE OF OPENING OPENING FOR MECHANICAL DUCT 2x6 PLATE 1 3/4" x 5 1/2" LVL's AT 16" O.C. D ETAI L ......._..__-.____ - Sheet Title: SHEAR WALL ELEVATIONS AND DETAILS Sheet: S2.7 VATI ON 1 9' -41/2" I I) (I SEE -� M NOTE 5 F 1.3 S1. AIAII 17/1!11- CI11'A i'l11d IP1 I I 2'4" 2' -0" SECTION 3' -8" OUT OF 11 1 STU TRU TR- (2)- ING A [W/ 34 NAIL END (3)- OUT' NOT S2.1 ACC IN R ING (4)- TOP GETI• BOL' W/ PLA" SIDE CHO1 W 24" SIDE OUT`. OF 1 3/4" x 11 1/4" LVL STUD WALL 3' -2" 3/4" = V -0" 2' -0" 2' -6" 2' -0" 2' -6" 2' -0" ROOF FRAMING LAYOUT AT STEEPLE W_R" cnllARr CENTERLINE OF ANCHOR ANGLE LVL BEAM (TYP � AND BOLTS FUF ° AND INSTALLED o MANUFACTURER o- o_ CENTERLINE OF Of COLUMN AND L of w 0 J J 0 J J 0I 0 rn V) Z 2x6 AT 16" O.C. .., Q SIMPSON LUS26 OR EQUAL [W/ 10d NAILS] AT EACH of ° END CENTERLINE OF STEEPLE L' N 0 0 N NOTE: SEE D /A3.7 AND E /A3.7 FOR LOCATION AND DETAIL AT LIGHTNING CABLE PENETRATION STEEPLE BASE FRAMI 3/4" = V -0" LAYOUT 2x6 AT 16" O.C. W/ SIMPSON Q 2x4 AT 16" O.0 TT_ NAIL SILL PLATI _J BLOCKING (BEL( Z W/ 16d NAILS , 0 4" O.C. - STAC NAILS] AT EACH END 1/4" SIDE PLATES W/ (2)- ¢ FRAMING IS SYN SIMPSON A34 OR EQUAL RICAL ABOUT C o LINE (RIDGE LIN o CENTERLINE OF 1 3/4" x STEEPLE) 0 J J 0 J J 0I 0 rn V) Z 2x6 AT 16" O.C. .., Q SIMPSON LUS26 OR EQUAL [W/ 10d NAILS] AT EACH of ° END CENTERLINE OF STEEPLE L' N 0 0 N NOTE: SEE D /A3.7 AND E /A3.7 FOR LOCATION AND DETAIL AT LIGHTNING CABLE PENETRATION STEEPLE BASE FRAMI 3/4" = V -0" LAYOUT 2x6 AT 16" O.C. W/ SIMPSON LUS26 OR EQUAL [W/ 10d NAILS] TT_ AT EACH END w (2)- LAYERS R Q SHEATHING LVL's. SPIKE TOGETHER NAILS] AT EACH END 1/4" SIDE PLATES W/ (2)- (2)- 2x6 BLOCKING W/ 3/4" 0 BOLTS THRU EACH N SIMPSON A34 OR EQUAL LVL BEAM. SEE B /S2.8 FOR [W/ 8d x 1 1/2" NAILS] PLATE DIMENSIONS N �'' (2)- 1 3/4" x 5/8" BEARING PLATE. WELD LVL's W/ 1/2" w ING SPACER BE TO MATCH TOP CHORD OF LVL's. SPIKE T C N AND TR -2A) W/ SIMPSON BLOCKING 0 J J 0 J J 0I 0 rn V) Z 2x6 AT 16" O.C. .., Q SIMPSON LUS26 OR EQUAL [W/ 10d NAILS] AT EACH of ° END CENTERLINE OF STEEPLE L' N 0 0 N NOTE: SEE D /A3.7 AND E /A3.7 FOR LOCATION AND DETAIL AT LIGHTNING CABLE PENETRATION STEEPLE BASE FRAMI 3/4" = V -0" LAYOUT DASHED LINE INDICATES STEEPLE BASE FRAMING ABOVE ROOF SHEATHING. SEE B /S2.8 FOR STEEPLE BASE FRAMING LAYOUT NOTE: SEE SHEET A3.7 FOR STEEPLE ELEVATIONS AND SECTIONS. SEE D /A3.7 AND E /A3.7 FOR LOCATION AND DETAIL AT LIGHTNING CABLE PENE- TRATION. 1/4" x 8 3/4" x 0' -7 1/2" SIDE PLATE W/ (2)- 3/4" 0 BOLTS THRU LVL BEAM. WELD SIDE PLATE TO BEARING PLATE AND SIDE PLATE 1/4" x 8 1/2" x 0' -7 1/2" SIDE PLATE W/ (2)- 3/4" 0 BOLTS THRU LVL BEAM. WELD SIDE PLATE TO BEARING PLATE AND SIDE PLATE 5/8" BEARING PLATE. WELD PLATE TO 3 1/2" 0 STD. PIPE COLUMN 1/4" x 4 1/4" x 0' -7 1/2" SIDE PLATE. WELD SIDE PLATE TO BEARING PLATE AND SIDE PLATE 1/4" x 4 1/2" x 0' -7 1/2" SIDE PLATE. WELD SIDE PLATE TO BEARING PLATE AND SIDE PLATE (2)- LAYERS ROOF SHEATHING 2x4 AT 16" O.C. NAIL SILL PLATE TO BLOCK- ING (BELOW) W/ 16d NAILS AT 4" O.C. - STAGGERED (2)- 1 3/4" x 9 1/2" LVL's W/ 1/2" SHEATH- ING SPACER BETWEEN LVL's. SPIKE TOGETHER SEE A /S2.8 AND C /S2.8 FOR TRUSSED RAFTER SPACING AND NOTES 6' -6" SQUARE SEE G /S2.8 2' -6" 2' -6" SEE 1 /2" STEEL PLATE. SEE G /S2.8 1 r -2 " 11 -2" G /Sl / 2x4 AT 16" O.C. NAIL SILL PLATE TO BLOCKING W/ 16d NAILS AT 4" O.C. - STAGGERED �_. -- - SEE E /A3.7 FOR ROOFING AND FLASHING DETAILS FOR RIDGE BLOCKING SEE S /S2.5 SEE D/A3.7 ROOF SHEATHING FOR OPENING AT (2)- LAYERS 1/2" STEEL PLATE ROOF SHEATHING - (2)- 2x6 RIDGE BLOCKING (BELOW STEEPLE BASE) NAIL TOGETHER W/ 16d I �-- NAILS AT 6" O.C. - 2' -6" 2' -6" STAGGER -- CENTERLINE OF STEEPLE. 2' -0" 2' -0" 2'-0" FRAMING FOR STEEPLE BASE IS SYMMETRICAL SECTION ABOUT CENTERLINE 3/4" = 1' 0" SEE A /S2.8 FOR TRUSSED RAFTER NOTES 6' -6" SQUARE (2)- LAYERS ROOF SHEATHING 2' -6" 2' -6" 2x4 AT 16" O.C. NAIL SILL PLATE TO BLOCK - 1' -2" 1' -2" ING W/ 16d NAILS AT l ie 4" O.C. - STAGGERED - - - - - - --- 9 - - - - __- _ - - -_ -- �- (2)- LAYERS ROOF (� TI - - - IT ii SHEATHING ` , 1 1 - - j II F 1/4" SIDE PLATES W/ II I I SEE D /A3.7 (2)- 3/4" 0 BOLTS THRU I) FOR OPENING AT "� EACH LVL BEAM. SEE I) PLATE �, " B /S2.8 FOR ADDITIONAL 4 41/4 1 1/2 PLATE DIMENSIONS II 1 1 I C14 1 1/2" 5/8" BEARING PLATE. I I I WELD PLATE TO 31 /2"0 I�-- - - LI -- - -- STD. PIPE COLUMN 3 1/2" x 3 1/2" x 3/8" ANGLE x 13' -0" LONG. USE LONG SLOTTED HOLES (PARALLEL TO ANGLE LENGTH) AT 3/4" 0 BOLTS 3/4" BASE PLATE. SEE SECTION E /52.8 2x6 AT 16" O.C. W/ SIMPSON 2x6 AT 16" O.C. W/ SIMPSON LUS26 OR EQUAL [W/ 10d NAILS] TT_ AT EACH END LUS26 OR EQUAL [W/ 10d ' L N 1/2" SHEATHING HINGS ACERBETW EN CENTERLINE OF STEEPLE LVL's. SPIKE TOGETHER NAILS] AT EACH END 1/4" SIDE PLATES W/ (2)- (2)- 2x6 BLOCKING W/ 3/4" 0 BOLTS THRU EACH N SIMPSON A34 OR EQUAL LVL BEAM. SEE B /S2.8 FOR [W/ 8d x 1 1/2" NAILS] PLATE DIMENSIONS N AT EACH END - BOTH ENDS (TYPICAL) 5/8" BEARING PLATE. WELD 1/2" STEEL PLATE. SEE G /S2.8 TO 3 1/2" (3)- 2x BLOCKING (2x's 0 STD. PIPE TO MATCH TOP CHORD OF COLUMN TRUSSED RAFTERS TR -2 AND TR -2A) W/ SIMPSON BLOCKING A34 OR EQUAL [W/ 8d x SEE R /S2.5 1 1/2" NAILS] AT EACH SIMILAR END - BOTH SIDES (TYP.) 1/4" SIDE PLATES W/ (2)- 3/4" 4 3 1/2" x 3 1/2" x 3/8" 1 3/4" x 11 1/4"- 4" ANGLE x 13' -0" LONG LVL's AT 16" O.C. 3' -2" (4)- TR -2A's. SEE (2)- 2x6 RIDGE BLOCKING 3' -8" A /S2.8 FOR TRUSSED -- (BELOW STEEPLE BASE). RAFTER NOTES NAIL TOGETHER W/ 16d NAILS AT 6" O.C. - NOTE: SEE D /A3.7 AND E /A3.7 FOR STAGGER LOCATION AND DETAIL AT LIGHTNING _ CABLE PENETRATION FRAMING IS SYMMETRICAL ABOUT CENTERLINE (RIDGE LINE AND CENTER- SEE G /S2.8 LINE OF STEEPLE) FOR RIDGE BLOCKING SEE S /S2.5 2x4 AT 16" O.C. NAIL SILL PLATE TO BLOCKING W/ 16d (2)- 2x6 BLOCKING W/ NAILS AT 4" O.C. - STAGGERED SIMPSON A34 OR EQUAL [W/ 8d x 1 1/2" NAILS] SEE E /A3.7 FOR ROOFING AT EACH END - BOTH AND FLASHING DETAILS SIDES (SIMILAR) DASHED LINE INDICATES STEEPLE BASE FRAMING ABOVE ROOF SHEATHING. SEE B /S2.8 FOR STEEPLE BASE FRAMING LAYOUT NOTE: SEE SHEET A3.7 FOR STEEPLE ELEVATIONS AND SECTIONS. SEE D /A3.7 AND E /A3.7 FOR LOCATION AND DETAIL AT LIGHTNING CABLE PENE- TRATION. 1/4" x 8 3/4" x 0' -7 1/2" SIDE PLATE W/ (2)- 3/4" 0 BOLTS THRU LVL BEAM. WELD SIDE PLATE TO BEARING PLATE AND SIDE PLATE 1/4" x 8 1/2" x 0' -7 1/2" SIDE PLATE W/ (2)- 3/4" 0 BOLTS THRU LVL BEAM. WELD SIDE PLATE TO BEARING PLATE AND SIDE PLATE 5/8" BEARING PLATE. WELD PLATE TO 3 1/2" 0 STD. PIPE COLUMN 1/4" x 4 1/4" x 0' -7 1/2" SIDE PLATE. WELD SIDE PLATE TO BEARING PLATE AND SIDE PLATE 1/4" x 4 1/2" x 0' -7 1/2" SIDE PLATE. WELD SIDE PLATE TO BEARING PLATE AND SIDE PLATE (2)- LAYERS ROOF SHEATHING 2x4 AT 16" O.C. NAIL SILL PLATE TO BLOCK- ING (BELOW) W/ 16d NAILS AT 4" O.C. - STAGGERED (2)- 1 3/4" x 9 1/2" LVL's W/ 1/2" SHEATH- ING SPACER BETWEEN LVL's. SPIKE TOGETHER SEE A /S2.8 AND C /S2.8 FOR TRUSSED RAFTER SPACING AND NOTES 6' -6" SQUARE SEE G /S2.8 2' -6" 2' -6" SEE 1 /2" STEEL PLATE. SEE G /S2.8 1 r -2 " 11 -2" G /Sl / 2x4 AT 16" O.C. NAIL SILL PLATE TO BLOCKING W/ 16d NAILS AT 4" O.C. - STAGGERED �_. -- - SEE E /A3.7 FOR ROOFING AND FLASHING DETAILS FOR RIDGE BLOCKING SEE S /S2.5 SEE D/A3.7 ROOF SHEATHING FOR OPENING AT (2)- LAYERS 1/2" STEEL PLATE ROOF SHEATHING - (2)- 2x6 RIDGE BLOCKING (BELOW STEEPLE BASE) NAIL TOGETHER W/ 16d I �-- NAILS AT 6" O.C. - 2' -6" 2' -6" STAGGER -- CENTERLINE OF STEEPLE. 2' -0" 2' -0" 2'-0" FRAMING FOR STEEPLE BASE IS SYMMETRICAL SECTION ABOUT CENTERLINE 3/4" = 1' 0" SEE A /S2.8 FOR TRUSSED RAFTER NOTES 6' -6" SQUARE (2)- LAYERS ROOF SHEATHING 2' -6" 2' -6" 2x4 AT 16" O.C. NAIL SILL PLATE TO BLOCK - 1' -2" 1' -2" ING W/ 16d NAILS AT l ie 4" O.C. - STAGGERED - - - - - - --- 9 - - - - __- _ - - -_ -- �- (2)- LAYERS ROOF (� TI - - - IT ii SHEATHING ` , 1 1 - - j II F 1/4" SIDE PLATES W/ II I I SEE D /A3.7 (2)- 3/4" 0 BOLTS THRU I) FOR OPENING AT "� EACH LVL BEAM. SEE I) PLATE �, " B /S2.8 FOR ADDITIONAL 4 41/4 1 1/2 PLATE DIMENSIONS II 1 1 I C14 1 1/2" 5/8" BEARING PLATE. I I I WELD PLATE TO 31 /2"0 I�-- - - LI -- - -- STD. PIPE COLUMN 3 1/2" x 3 1/2" x 3/8" ANGLE x 13' -0" LONG. USE LONG SLOTTED HOLES (PARALLEL TO ANGLE LENGTH) AT 3/4" 0 BOLTS 3/4" BASE PLATE. SEE SECTION E /52.8 2x6 AT 16" O.C. W/ SIMPSON 6' -6" SQUARE SEE G /S2.8 TT_ F_ LUS26 OR EQUAL [W/ 10d N � NAILS] AT EACH END 2' -6" 2' -6" 0 Z ~ 1` W 1/2" STEEL PLATE. SEE G /S2.8 (2)- LAYERS ROOF SHEATHING LL 1' -2" 1' -2" D LO LO W X 1/4" SIDE PLATES W/ (2)- 3/4" 4 W (2)- 1 3/4" x 9 1/2" - o _ BOLTS THRU EACH LVL BEAM. SEE LVL's W/ 1/2" SHEATHING N a B /S2.8 FOR ADDITIONAL DIMENSIONS SPACER BETWEEN LVL's. I o SPIKE TOGETHER Y `i \ - I CU 5/8" BEARING PLATE. WELD PLATE I TO 3 1/2" 0 STD. PIPE COLUMN 2x4's AT 16" O.C. W/ 2x6 SHAPED SILL PLATE. NAIL 2 3/4" x 5 1/2" x 0' -11 1/2" BASE SILL PLATE TO BLOCKING 127' -4 3/8" 12 `��¢° PLATE W/ (2)- 3/4" 0 BOLTS (W/ W/ 16d NAILS AT 4" O.C. - 5 LOCK WASHERS) THRU BLOCKING TO STAGGERED 3 1/2" x 3 1/2" x 3/8" ANGLE. ' WELD PLATE TO 3 1/2" 0 STD. PIPE (2)- LAYERS ROOF /' �� COLUMN SHEATHING (2)- 2x6 BLOCKING W/ ROOF SHEATHING SIMPSON A34 OR EQUAL / ACCESS OPEN- [W/ 8d x 1 1/2" NAILS] TRUSSED RAFTER TR -2 , ING IN ROOF SHEATH- �� AT EACH END - BOTH �/ ING TO INSTALL BOLTS SIDES FOR ANGLE ABOVE (3)- 2x BLOCKING (2x's TO MATCH TOP CHORD OF FRAMING IS SYMMETRICAL � SECTION 1 x 1 ' 3'x RA TR 3/8" ANGLE 0" LONG. ANDSTRD SIMPSON ABOUT CENTERLINE (RIDGE LINE 3/4" = 1' -0" USE LONG SLOTTED HOLES A34 OR EQUAL [W/ 8d x AND CENTERLINE OF STEEPLE) (PARALLEL TO ANGLE 1 1/2" NAILS] AT EACH LENGTH) AT 3/4" 0 BOLTS END - BOTH SIDES 6' -6" SQUARE (2)- LAYERS ROOF SHEATHING SEE G /S2.8 2' -6" 2' -6" 2x4 AT 16" O.C. W/ 2x6 SHAPED SILL PLATE. NAIL I 1' -2" 1' -2" SILL PLATE TO BLOCKING SEE D /A3.7 FOR OPENING AT W/ 16d NAILS AT 4" O.C. - 1/2" STEEL PLATE STAGGERED 2x4 AT 16" O.C. NAIL SILL PLATE TO BLOCKING W/ 16D I I - 1 - - I - r - - - - I - �� N II II (2)- LAYERS ROOF SHEATHING NAILS AT 4" O.C. - STAGGERED 1 I I I ii - - I II 1 I C4 III Q 1 /4" SIDE PLATES W/ 127' -4 3/8" I (2)- 3/4 , 0 BOLTS THRU EACH LVL BEAM. SEE 12 B /S2.8 FOR ADDITIONAL SEE E /A3.7 FOR ROOFING AND ( 15 PLATE DIMENSIONS FLASHING DETAILS (SIMILAR) 5/8" BEARING PLATE. ROOF SHEATHING II l � I' WELD PLATE TO 3 1/2" 0 STD. PIPE COLUMN TRUSSED RAFTER TOP SEE NOTE CHORD 17, SHEET 3/4" BASE PLATE. SEE S2.1 D /S2.8 AND E /S2.8 FOR (3)- 2x OUTLOOKERS. NOTES AND DIMENSIONS SEE NOTE 19 ON SHEET S2.1 2x6 OUTLOOKERS AT 24" O.C. SEE D /S2.6 AND H /S2.6 FOR CONNECTION FRAMING IS SYMMETRICAL SECTION SEE E /S2.8 TO TRUSSED RAFTER AND STUD WALL ABOUT CENTERLINE (RIDGE LINE AND CENTERLINE OF STEEPLE) ANGLE, 1/2" STEEL PLATE, LOCK WASHERS, PLATE WASHER AND BOLTS FURNISHED AND INSTALLED BY STEEPLE MANUFACTURER 1/2" STEEL PLATE. WELD TO ANGLE. WIDTH OF PLATE TO MATCH LEG OF ANGLE. SEE D /A3.7 FOR OPENING BETWEEN PLATES SECONDARY UNDERLAYMENT ;2)- LAYERS ROOF SHEATHING BEAM. SEE C /S2.8 3" x 3" x 1/4" (MIN.) PLATE WASHER AND LOCK WASHER AT EACH BOLT � DETAIL 3/8" SHEATHING ON ONE SIDE OF BEAM -I - WALL SHEATHING - BOTH SIDES SIMPSON A35 OR EQUAL [W/ 8d x 1 1/2" NAILS] EACH END OF BEAM 1 3/4" x 5 1/2" LVL AT 16" O.C. WALL BEAM B -14 113' -10 1/2" SIMPSON LCE4 OR EQUAL [W/ 16d NAILS] BOTH SIDES (3)- 1 3/4" x 5 1/2" LVL's (ONE LVL BELOW BEAM). SEE ELEVATION J /S2.8 FOR DETAIL AT BEAM B -16 BELOW. SEE U /S1.3 FOR HOLD DOWN ANCHOR BELOW DETAIL H 3/4" = V -0 BEAM B -16. SEE B /A5.3 FOR DETAIL AT DOOR AND WINDOW R- � FRAME - - - - ELEVATION NOTCH LVL AT STEEL PLATE 1/4" x 5 1/2" x 0'-11" STEEL PLATE W/ (4)- SIMPSON SDS1 /4 x 3 1/2" SCREWS BEAM B -16 1 08 ' � NOTCH LVL AT STEEL PLATE (2)- 1 3/4" x 5 1/2" LVL's CONT. FROM 2x6 SILL PLATE TO 2x6 TOP PLATES. SEE H /S2.8 FOR DETAIL AT BEAM B -14 ABOVE. SEE U /S1.3 FOR HOLD DOWN ANCHOR BELOW @_ D ETAI L WALL SHEATHING - BOTH SIDES OF BEAM AND 2x6's SIMPSON ST2215 OR EQUAL [W/ 16d NAILS] 2x6 AT 16" O.C. STUD WALL ABOVE BEAM W/ 2x6 PLATE ON TOP OF BEAM BEAM B -15. SHAPE TOP OF BEAM AT 2x6 TOP PLATES i 117' -1 3/4" SIMPSON LCE4 OR EQUAL [W/ 16d NAILS] BOTH SIDES (2)- 2x6's (ONE BELOW BEAM) 2x6 WALL BEARS ON BEAM B -7 BELOW DETAIL 0 ©000 ASSOCIATES � ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (20 8) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 PRO GIN /P �Jf Oe W � �y 3099 Irl 0� q� OF ZAP �'ICL I AM S �P w � Z 0 x U a U H Wo �1 Z TT_ F_ N � �0 0 Z ~ 1` W 0 LL -0 D LO LO W X W ry o w � Z 0 x U a U H Wo �1 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: STEEPLE BASE FRAMING AND DETAILS Sheet: S2.8 ELEVATION TT_ a o _ a I o Y I CU I Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: STEEPLE BASE FRAMING AND DETAILS Sheet: S2.8 ELEVATION TR -2 AT 24" O.C. SEE ROOF FRAMING PLAN ON SHEET S2.1 ,I e" I CENTERLINE OF STEEPLE (4)- TR -2A TRUSSED E AT STEEPLE BEARING (5)- 1 3/4" x 5 1/2" (2)- EXTEND FROM SILL PLATE TO TOP PLATES. (3)- SUPPORT HEADER DO NOT CUT STUDS AT WINDOW MULLION PLATE TYPICAL AT BOTH WIND( OPENINGS 0 O w o_ a' w v ry J Z O H ¢ D! (0 O O N (!) W W 2 w c� ¢ w 3 w z N O J J O J J I O i In Z ¢ o= 0i ¢ L0 N O O n A FRAM 1 /2" = V -0" 0 Z W LIJ N Z N N � LEVATI ON SC Q 01 X Q a 1" 1" 3" 1 1 /4" AT 5 1 /2" 3" 3" 1 5/8" AT 9 1/4" 2 1/8" AT 7 1/4" 2 5/8" AT 11 1/4" 3 1/2' 5 1/2" OR 7 1/4" 9 1/4 OR 11 1/4' SEE NOTE 3 SEE NOTE 4 SEE NOTE 5 LEGEN NOTES: 1. USE 16d NAILS. NAIL FROM 2. ADJACENT NAILS ARE TO BE DRIVEN FROM THIS SIDE OPPOSIDE SIDES OF COLUMN. 3. 2x4 COLUMNS REQUIRE ONE ROW OF x NAIL FROM STAGGERED NAILS. OPPOSITE 4. 2x6 (5 1/2" LVL) AND 2x8 (7 1/4" LVL) SIDE COLUMNS REQUIRE TWO ROWS OF NAILS. 5. 2x10 (9 1/4" LVL) AND 2x12 (11 1/4" LVL) COLUMNS REQUIRE THREE ROWS OF NAILS. B BUILT—UP COLUMNS 'OR TRUSSED QUIRED AT TR -2 x 12 3/4" LVL (CUT) /4" SHEATHING LING ON (2)- H END. x 5 1/2" LVL's. FROM SILL P PLATES. T HEADER /2" LVL's AT SIMPSON MSTC78 STE EXTEND 1' -11" ABOVI PLATES. USE (16)- NAILS INTO TRUSSES TWO LINES INTO EACI 6" O.C. IN EACH LINE HOLES AT TOP PLATE W/ 16d SINKER NAIL`. OTHER HOLE AT LVL SINKER NAILS (6" 0.( OF 4 LINES) 1 DETAIL r'_n" 11N SIDE DETAIL SIMPSON MSTC40 STRAP OR EQUAL. USE (16)— 16d SINKER NAILS INTO TRUSSED (8 NAILS IN TWO LINES INTO EACH TRUSS AT 6" O.C. IN EACH LINE). FILL ALL HILES AT TOP PLATES AND BEAM W/ (24)— 16d SINKER NAILS SIMPSON MSTC52 OR EQUAL. FILL ALL HOLES AT TOP PLATES AND BEAM W/ (24)— 16d SINKER NAILS. NAIL EVERY OTHER HOLE AT LVL STUDS W/ 16d SINKER NAILS (6" O.C. INTO EACH OF 4 LINES) SIMPSON THA213 OR EQUAL. FILL ALL HOLES AT TOP PLATES AND BEAM W/ 16d SINKER NAILS. NO NAILS ARE REQUIRED INTO TRUSSED RAFTER SIMPSON H10 OR EQUAL [W/ (8)— 8d x 1 1/2" NAILS INTO TRUSSED RAFTER AND (8)— 8d x 2 1/2" NAILS INTO PLATES] SIMPSON HTS20 TWIST STRAP OR EQUAL. BEND STRAP OVER TOP OF TRUSS CHORD AND NAIL W/ (12)— 16d SINKER NAILS OR NAIL TO FACE OF TRUSS W/ (12)— 16d SINKER NAILS. NAIL TO TOP PLATES AND STUDS W/ (10)— 16d SINKER NAILS. IF NO STUD OCCURS AT BOTTOM OF STRAP, ADD LVL BLOCKING FOR NAILING o a�a o00 ,Qom ASSOCIATES © o ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 PRop, ,O,GINEE� - `pfO� 3099 ��OysT9� OF w ICL IAMS Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FRAMING DETAILS Sheet: S2.9 i UTSIDE = 1 —0 Z w O � Z � C N � �0 H 0 Z ti � w ~ U C0 w O ` O 0 0 a a J D � J m c _ G X U w v7 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FRAMING DETAILS Sheet: S2.9 i UTSIDE = 1 —0 w O � Z � C o xUa a`. U�� H �D a � w WO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FRAMING DETAILS Sheet: S2.9 i UTSIDE = 1 —0 C 0 . a U v7 N 0 } 0 N M 0 m Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FRAMING DETAILS Sheet: S2.9 i UTSIDE = 1 —0 2x6 PLATE 1 BOTTOM OF (3)— 2x8 HE (2)— 1/2" S SPACERS SIMPSON LCE [W/ 16d SIN BOTH SIDES AND BOTH E I AM^11\In 2x6's AT 16' " LVL's 'LATES 1 3/4" x 5 AT 16" O.C. /n\ 7..0 - MM 01 A ER) VG ai'i a ASSOCIATES ° 0 ARCHITECTURE 1152 BOND AVENGE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Solt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 PR L NG INEF� s 3099 14 aF 1�PN �LIAMSi 3 0 0 rZ w :r J z 0 F- 0 0 0 cV w w / V w w z N 3 0 J J 0 J J 4 zl I LO cV 0 ro L . WALL A 1/2 = 1'-7 ING ELEVATION 16' -6" i • �i , • L. 1/2 = 1' -0" C 3.5 II 12 / 15 K ;ETE S2.8 0 1 1 V C CURVE 3.5 KERFED M 2x6 T q- COLUMN I l 18' -4 1/2' WALL FR 1/2 = 1'-0 T I Ur Ur UUNUrtETE 121' -9 3/4" 2x6's AT 16" O.C. BEAM B -15 (2)— 2x6 TOP PLATES 117' -1 3/4" BEAM BEARING 1 3/4" x 5 1/2" DIAGONAL LVL W/ SIMPSON LS50 OR EQUAL [W/ (8)— 10d NAILS] AT EACH END OF DIAGONAL LVL 2x4's AT 16" O.C. CONNECT KERFED 2x6 TO LVL's, STUDS AND HEADER W/ (4)— SIMPSON SDS 1/4" x 4 1/2" WOOD SCREWS (TYPICAL 5 PLACES) 4� 110' -1" BEAM BEARING BEAM B -7 BEAM B -6 (BEYOND) HSS 4" x 4" x 1/4" COLUMN w Z O 0 V �U� O x W CL U G/� H H H WO C N � 0 0 Z I�- J C) ~ � U � 2 ® a U c � G X W w w Z O 0 V �U� O x W CL U G/� H H H WO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -1 Property Number: 591 - 5568 -77 Sheet Title: WALL ELEVATIONS Sheet: S2.10 C 0 U I 0 r 1 1 1 1 1 1 1 d a� 1 1 1 1 1 1 1 0 L m Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -1 Property Number: 591 - 5568 -77 Sheet Title: WALL ELEVATIONS Sheet: S2.10 5 0 0 ry CL CY- ¢ w J z 0 0 ry CD 0 0 N t— w w w 0 ry w _ 3 w z N 0 J J 0 17 , J I Z w Ln (0 0 0 N M (2) 1 3/4" x 16" W/ SIMPSON MIT [W/ (4)— 10d NAI TOP OF LVL, (6)— INTO FACE OF LVL 10d x 1 1/2" NAIL HEADER] EACH EN HEADER. NAIL LVL WITH 16d ® 8" 0. STAGGERED 16" I —JOIST AT 2 2x6 WALL BELOW (2) 1 3/4" x 16" TOP AND BOTTOM I —JOIST W/ 10d E LVL's TOGETHER 1 O.C., TOP & BOT 2x6 JOISTS AT 2 SIMPSON LUS26 C [W/ 10d NAILS] E JOISTS (2) 1 3/4" x 16" HEADER W/ SIMP EQUAL [W/ (4)— INTO TOP OF LVL, NAILS INTO FACE OF LVL, AND (2)— 1 Od x 1 1/2" NAILS INTO LVL HEADER] EACH END OF LVL HEADER. NAIL LVL's TOGETHER WITH 16d ® 8" O.C., STAGGERED A FRAMING DETAIL STAIR SECTION SIMPSON MIT OR EQUAL [W/ (4)— 16d NAILS INTO TOP OF LVL HEADER, (4)— 16d NAILS INTO FACE OF LVL HEADER, AND I? ' NAIL TO JOIST BOTTOM CHORD] AT I— JOISTS 2x6 WALL BELOW 2x6 BLOCKING (LINE UP WITH I— JOISTS) W/ (2)— 16d TOE NAILS EACH END (2) 1 3/4" x 16" LVL. NAIL TO TOP AND BOTTOM CHORD OF I —JOIST W/ 10d AT 16" O.C. NAIL LVL's TOGETHER WITH 16d ® 16" O.C., TOP & BOTTOM. SIMPSON MIT OR EQUAL [W/ (4)— 16d NAILS INTO TOP OF LVL HEADER, (4)— 16d NAILS INTO FACE OF LVL HEADER, AND (2)— 10d x 1 1/2" NAILS INTO I —JOIST BOTTOM CHORD] AT I— JOISTS 2x6 JOISTS 0. C. W/ SI LUS26 OR [W/ 10d N EACH END 16" I —JOTS 24" O.C. SIMPSON C EQUAL CLII NAILS] AT (2) 1 3/4' NAIL TO T CHORD OF 10d AT 16 LVL's TOGS @ 16" O.0 BOTTOM. 2x6 WALL 16" I —JOIST AT 24" O.C. (2) 1 3/4" x 1b LVL. NMIL TO TOP AND BOTTOM CHORD OF I —JOIST W/ 10d AT 16" O.C. NAIL LVL's TOGETHER WITH 16d ® 16" O.C., TOP & BOTTOM. SIMPSON MIT OR EQUAL [W/ (4)— 16d NAILS INTO TOP OF LVL HEADER, (4)- 16d NAILS INTO FACE OF LVL HEADER, AND (2)— 10d x 1 1/2" NAILS INTO JOIST BOTTOM CHORD] AT I— JOISTS 16" I— JOISTS AT 24" O.C. (2) 1 3/4" x 16" LVL HEADER W/ SIMPSON MIT OR EQUAL [W/ (4)— 10d NAILS INTO TOP OF LVL, (2)— 10d NAILS INTO FACE OF LVL, AND (2)- 10d x 1 1/2" NAILS INTO LVL HEADER] EACH END OF LVL HEADER C SECTION 1 " i t —o ff SECTION D i t, 2x6 JOISTS AT 24" O.C. W/ SIMPSON LUS26 OR EQUAL [W/ 10d NAILS] EACH END OF JOISTS SECTION SIMPSON DTC OR EQUAL CLIP [W/ 8d NAILS] AT EACH 2x6 JOIST 16" I —JOIST AT 24" O.C. ROOF SHEATHING (2) 1 3/4" x 16" LVL. NAIL TO TOP AND BOTTOM CHORD OF I —JOIST W/ 10d AT 16" O.C. NAIL LVL's TOGETHER WITH 16d ® 16" O.C., TOP & BOTTOM. 2x6 WALL CEILING BEYOND 16" I —JOIST AT 24" O.C. ROOF SHEATHING (2) 1 3/4" x 16" LVL. NAIL TO TOP AND BOTTOM CHORD OF I —JOIST W/ 10d AT 16" O.C. NAIL LVL's TOGETHER WITH 16d @ 16" O.C., TOP & BOTTOM. 2x6 BLOCKING (LINE UP WITH I— JOISTS) W/ (2)— 16d TOE NAILS EACH END ROOF SHEATHING SIMPSON MIT OR EQUAL [W/ (4)— 16d NAILS INTO TOP OF LVL HEADER, (4)- 16d NAILS INTO FACE OF LVL HEADER, AND (2)— 10d x 1 1/2" NAILS INTO JOIST BOTTOM CHORD] AT I— JOISTS 16" I— JOISTS AT 24" O.C. c ROOF SHEATHING GAP AT TOP OF STIFFENERS (3)— 8d (2 1/2") BOX NAILS — CLINCHED 1 1/2" SHEATHING x 2 1/2" WIDE (FACE GRAIN VERTICAL) WEB STIFFENER — BOTH SIDES STIFFENERS TO BE TIGHT AT BOTTOM CHORD I —JOIST NOTE: WEB STIFFENERS REQUIRED AT ALL BEARING LOCATIONS DETAIL 1 1/2" = 1' -0" a k ad°° ASSOCIATES a oc�o 0 �6 �� ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RMUR IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 PR �NGINEF��`�t �, O W 9 3099 OF �P` �CLIAMS/ w `l'z o � � . V � P� o xU� CL H � w WO 0 a U m 0 0 a� 3 O as Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: STAIR SECTION AND DETAILS Sheet S2.11 Z N � 0 0 Z f�- J i Cfl w 0 L? , o-0 Q Z � I>Z J U - ) X W w `l'z o � � . V � P� o xU� CL H � w WO 0 a U m 0 0 a� 3 O as Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: STAIR SECTION AND DETAILS Sheet S2.11 0 0 X a ry w J z 0 0 F- co 0 0 N I- 12 3' -9" 20' -10" LUMBER GRADES. 2 ' -0 " BLOCKING TO TOP PLATE W/ (2)— 10d NAILS AT 4 O.C. INTO TRUSSED TRUSSED RAFTER LOAD DIAGRAM TR -1 NOTES: CASE LOAD #1 - TOP CHORD 1. SEE LOAD DIAGRAM FOR 118' -9 5/8" TOP CHORD AND BOTTOM 88 P.L.F. L.L. + 20 P.L.F. D.L. CHORD LOADINGS. PRE — FABRICATED TRUSSED 2. SEE DIVISION 06 (TRUSSED CASE LOAD 12 - TOP CHORD RAFTERS) OF SPECIFICATIONS \ FOR SPECIAL OWNER'S 0 P.L.F. L.L. + 20 P.L.F. D.L. I \ NAIL TO TR -1 WEB W/ (3) -16d INSTRUCTIONS TO TRUSS SINKER NAILS AND TO CONT. — FABRICATOR AND STRESS 28 P.L.F. L.L. + 132 P.L.F. L.L. + GRADE LUMBER TO BE USED. 20 P.L.F. D.L. 20 P.L.F. D.L. SEE ALSO SHEET S1 0 FOR 12 3' -9" 2' -6" CONCENTRATED LOAD CONDITIONS: 12 A. DOWNWARD WITH D.L. + L.L. 5 ll B. UPWARD WITH D.L. ONLY. / CASE #2 ±2520# 2x8 TOP CHORD 2x6 TOP CHORD TRUSSED LOAD DIAGRAM BLOCKING AT TR -2 NOTE: LOADS ARE FOR EACH SEE PLY OF FOUR —PLY TRUSSED �/ \ B /S3.1 RAFTER w E 3.5 / - z .. 0 0 " I ,," 2x6 BOTTOM ° / " CHORD z 0 2x6 VERTICAL ¢ to N N rn (3)- 1 3/4" x 5 1/2" LVL's SEE A /S2.8 FOR ROOF FRAMING AT STEEPLE AND LOCATION OF TR -2A's TRUSSED RAFTER TR- 2A 1 /2" = 1' -0" SYMMETRICAL ABOUT CENTERLINE FOR RIDGE BLOCKING, SEE S /S2.5 127' -4 3/8 RIDGE OF TR -1 r7 ct� I 120' -9 5 115' -8" SYMMETRICAL ABOUT CENTERLINE (2)- 2x6 RIDGE BLOCKING. NAIL TOGETHER W/ 16d NAILS AT 6" O.C. - STAGGER. SEE A /S2.8 127' -4 3/8" RIDGE OF TR -1 r7 co I 120' -9 5/8" 115' -8" 4 z rn 2x6 I VERTICAL WEB SECTION 3 , x 1 /2" LVL's 5 NAIL EACH TR -1 TO VERTICAL MEMBER OF TRUSSED SE C TION LVL TOP PLATES SECTION 0 1 3 BLOCKING AT TR -1 21' -0" BLOCKING W/ (2)— 10d NAILS AND NAIL TRUSSED LUMBER GRADES. 2 ' -0 " BLOCKING TO TOP PLATE W/ (2)— 10d NAILS AT 4 O.C. INTO TRUSSED STEEPLE BLOCKING AND 2x4 BLOCKING I TRUSSED RAFTER TR -1 AT 24" O.C. 2x4 BLOCKING LOCATED 2x4 BLOCKING (LAID FLAT) AT 118' -9 5/8" 48" O.C. W/ SIMPSON Z2 CLIP OR ' 2x6 TOP EQUAL [W/ 10d x 1 1/2" NAILS] PRE — FABRICATED TRUSSED AT EACH END OF BLOCKING CASE LOAD #1 AND #2 - BOTTOM CHORD CHORD / \ 16" I -JOIST AT 24" O.C. ' 0 P.L.F. L.L. + 20 P.L.F. D.L. I \ NAIL TO TR -1 WEB W/ (3) -16d TRUSSED BLOCKING ARE 2x4's SINKER NAILS AND TO CONT. — \ LVL AT BOTTOM FLANGE W/ 3/4" (MIN.) x 5 1 1 /2" (2)- 16d SINKER NAIL. ADD -� LVL (CONT.) SHAPED. NAIL 1'I ('I WEB STIFFENER - BOTH SIDES TO TRUSSED RAFTER W/ I• ` I• (2)- 10d NAILS 2x4 BLOCKING AT 48 O.C. co I I I NAIL TO TOP PLATE W/ 2x4 (SNUG FIT) NAILED TO ` 1 ' (2)- 1 O AT 8" O.C. EACH TRUSSED RAFTER W/ U (2)- 10d NAILS '� - - �'� 115-8" W v v SIMPSON H1 OR EQUAL [W/ 0 I 1 3/4" x 5 1/2" LVL's TRUSSED RAFTER"ANDIL(S4) AT 16" O.C. W/ (3)- ELEVATION 8d NAILS TO PLATES] \ TRUSSED BLOCKING 0 0 AT TR -1 SEE A /S3.1 / 1 3 12 / 2x6 BOTTOM CHORD C) CIO (3)- 1 3/4" x 0 5 1/2" LVL's 2" Y SEE E /A3.6 ABOVE LVL CIO STUD WALL AND D /A3.6 ABOVE BEAM B -1 AND BEAM B -2 TRUSSED RAFTER TR -1 1/2" = 1' -0" 21' -0" 1' -10" 1' -11" TOP CHORD TRUSSED RAFTER TR -2A NOTES 25 PLF L.L. + 10 PLF D.L AVOID INTERFERENCE I 1. SEE NOTE 2, TRUSSED RAFTER TR -1. WITH ANGLE BOTTOM CHORD 2. FOR CASE #1, CONSIDER THREE 2' -6" CONCENTRATED LOAD CONDITIONS: 0 PLF L.L. + 10 PLF D.L. A. BOTH DOWNWARD WITH D.L. + L.L. SEE A /S2.8 AND B. BOTH UPWARD WITH D.L. ONLY. B /S2.8 FOR FRAMING CONCENTRATED LOAD C. ONE UPWARD AND ONE DOWNWARD AT STEEPLE WI TH D. L. + L. L. CASE #1 ±1350# ±1350# 3 FOR CASE 42 CONSIDER TWO 2' -6" CONCENTRATED LOAD CONDITIONS: 12 A. DOWNWARD WITH D.L. + L.L. 5 ll B. UPWARD WITH D.L. ONLY. / CASE #2 ±2520# 2x8 TOP CHORD 2x6 TOP CHORD TRUSSED LOAD DIAGRAM BLOCKING AT TR -2 NOTE: LOADS ARE FOR EACH SEE PLY OF FOUR —PLY TRUSSED �/ \ B /S3.1 RAFTER w E 3.5 / - z .. 0 0 " I ,," 2x6 BOTTOM ° / " CHORD z 0 2x6 VERTICAL ¢ to N N rn (3)- 1 3/4" x 5 1/2" LVL's SEE A /S2.8 FOR ROOF FRAMING AT STEEPLE AND LOCATION OF TR -2A's TRUSSED RAFTER TR- 2A 1 /2" = 1' -0" SYMMETRICAL ABOUT CENTERLINE FOR RIDGE BLOCKING, SEE S /S2.5 127' -4 3/8 RIDGE OF TR -1 r7 ct� I 120' -9 5 115' -8" SYMMETRICAL ABOUT CENTERLINE (2)- 2x6 RIDGE BLOCKING. NAIL TOGETHER W/ 16d NAILS AT 6" O.C. - STAGGER. SEE A /S2.8 127' -4 3/8" RIDGE OF TR -1 r7 co I 120' -9 5/8" 115' -8" 4 z rn 2x6 I VERTICAL WEB SECTION 3 , x 1 /2" LVL's 5 NAIL EACH TR -1 TO VERTICAL MEMBER OF TRUSSED SE C TION LVL TOP PLATES SECTION 0 1 3 BLOCKING AT TR -1 21' -0" r]!l!\r f`I Ir A TI IIAIr \A! / 1l1J AI All C ELEVATION 3 LOCK 127' -4 3/8 RIDGE OF TR -2 115' -8" NAIL EACH TR -2 TO VERTICAL MEMBER OF TRUSSED BLOCKING W/ (2)- 10d NAILS AND NAIL TRUSSED BLOCKING TO TOP PLATE W/ (2)- 10d NAILS ,- 2x4 BLOCKING (LAID FLAT) L ^ ^ "'�^ AS SHOWN W/ SIMPSON Z2 OR EQUAL [W/ 10d x 1 1/2 AT EACH END OF BLOCKING TRUSSED RAFTER BLOCKING W/ (2)— 10d NAILS AND NAIL TRUSSED ROOF SHEATHING W/ 10d NAILS 2 ' -0 " BLOCKING TO TOP PLATE W/ (2)— 10d NAILS AT 4 O.C. INTO TRUSSED STEEPLE BLOCKING AND 2x4 BLOCKING I TRUSSED RAFTER TR -1 AT 24" O.C. 2x4 BLOCKING LOCATED 2x4 BLOCKING (LAID FLAT) AT 118' -9 5/8" 48" O.C. W/ SIMPSON Z2 CLIP OR ' W/ (2)- 10d AT EQUAL [W/ 10d x 1 1/2" NAILS] PRE — FABRICATED TRUSSED AT EACH END OF BLOCKING I BLOCKING AT 48" O.C. Z 1 SHAPE TOP TO MATCH ROOF 16" I -JOIST AT 24" O.C. ' SLOPE. ALL MEMBERS OF I T I \ NAIL TO TR -1 WEB W/ (3) -16d TRUSSED BLOCKING ARE 2x4's SINKER NAILS AND TO CONT. — \ LVL AT BOTTOM FLANGE W/ 3/4" (MIN.) x 5 1 1 /2" (2)- 16d SINKER NAIL. ADD -� LVL (CONT.) SHAPED. NAIL 1'I ('I WEB STIFFENER - BOTH SIDES TO TRUSSED RAFTER W/ I• ` I• (2)- 10d NAILS 2x4 BLOCKING AT 48 O.C. co I I I NAIL TO TOP PLATE W/ 2x4 (SNUG FIT) NAILED TO ` 1 ' (2)- 1 O AT 8" O.C. EACH TRUSSED RAFTER W/ U (2)- 10d NAILS '� - - �'� 115-8" W v v SIMPSON H1 OR EQUAL [W/ 0 I 1 3/4" x 5 1/2" LVL's TRUSSED RAFTER"ANDIL(S4) AT 16" O.C. W/ (3)- ELEVATION 8d NAILS TO PLATES] r]!l!\r f`I Ir A TI IIAIr \A! / 1l1J AI All C ELEVATION 3 LOCK 127' -4 3/8 RIDGE OF TR -2 115' -8" NAIL EACH TR -2 TO VERTICAL MEMBER OF TRUSSED BLOCKING W/ (2)- 10d NAILS AND NAIL TRUSSED BLOCKING TO TOP PLATE W/ (2)- 10d NAILS ,- 2x4 BLOCKING (LAID FLAT) L ^ ^ "'�^ AS SHOWN W/ SIMPSON Z2 OR EQUAL [W/ 10d x 1 1/2 AT EACH END OF BLOCKING TRUSSED RAFTER TR -2 AT 24" O.C. (4)- TR -2A's AT STEEPLE SEE A /S2.8 FOR SPACING 2x4 BLOCKING LOCATED AS SHOWN. NAIL TO TOP PLATI W/ (2)- 10d AT 8" O.C. 1 3/4" x 5 1/2" LVL's AT 16" O.C. W/ (3)- LVL TOP PLATES SYMMETRICAL ABOUT CENTERLINE FOR RIDGE BLOCKING, SEE S /S2.5 o -Y-- oaa ao ' =2 ASSOCIATES ° 0 ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359,2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT, 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 PRO NGIN F,p %J w 3099 <�O2sT97t OF S ILL I AM S C4 w Z O cn L V CD x U x CL V C/� F, H w Z 4 �D w 0 Z F_ c N rro 0 0 . a O Z ~ 0 i ~ tD V w 2 — 0 V � O-0 Q J _ co 7 X U W 0 C4 w Z O cn L V CD x U x CL V C/� F, H w Z 4 �D w 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 eet Title: BUSSED AFTERS AND BUSSED LOCKING Sheet: S3.1 TRUSSED RAFTER TR -2 1/2 = V -0" SECTION c 0 . a U 0 0 0 0 CIO 0 Y CIO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 eet Title: BUSSED AFTERS AND BUSSED LOCKING Sheet: S3.1 TRUSSED RAFTER TR -2 1/2 = V -0" SECTION 20' -10" 4' -10" 4' -0" 4' -0" 4' -0" 4'4 4'" L L I, a I M TRUSSED BLOCKING AT TR -1 SEE A /S3.1 1 FOR RIDGE TRUSSED RAFTER BLOCKING, LOAD DIAGRAM TR -3 NOTES: SEE S /S2.5 1. SEE LOAD DIAGRAM ` 12 ' CASE LOAD #1 - TOP CHORD FOR TOP CHORD AND ? 5 88 P.L.F. L.L. + 25 P.L.F. D.L. BOTTOM CHORD f \ LOADINGS. 2. LOADS AND STRESSES ' CASE LOAD #2 - TOP CHORD ARE FOR ONE PLY OF' I TWO -PLY TRUSSED RAFTER. 28 P.L.F. L.L. + 66 P.L.F. L.L. + 3. SEE NOTE 2, TRUSSED, , \ 25 P.L.F. D.L. 25 P.L.F. D.L. RAFTER TR -1 ON SHEET S3.1. 4. ALL WEBS ARE 2x4s UNLESS NOTED OTHERWISE. I � CASE LOAD #1 AND #2 - BOTTOM CHORD 45 P.L.F. L.L. + 35 P.L.F. D.L. ' / - 2x6 TOP CHORD \ \ I \ I I \ I \ I � 2" (3)- 1 3/4" x 2x6 BOTTOM 5 1/2" LVL's CHORD TRUSSED FRAMING TR -4 TRUSSED RAFTER TR- 3 1/2" = 1' -0" M I 00 SYMMETRICAL ABOUT CENTERLINE i 3/8" RIDGE OF TR -3 ROOF SHEATHING NAILED TO EACH MEMBER OF EACH TWO -PLY TR -3 W/ 10 d NAILS AT 16" O. C. 115' -8" 114' -11 1 -3 P RTICAL WEBS - 3 W/ .S. RTICAL rOM UBLE - 16d FRAMING TR -4 TRUSSED FRAMING TR -4 yr - V-o 13' -10 3/8" 118' -0 7/8" I o LO 0 0 o- o_ w 0 oc J z 0 0 c[> 0 0 I- 0 / rn w w w 0 ¢ w w z N 3 0 J J 0 J J I 0 r� 0 z o' 0 Gi ¢ u� N 0 0 N rn 17' -5" 121' -9 3/4" 118' -2 1/4" I _ i M r. 115-8 1/2" TRUSSED RAFTER TR -5 NOTES: 1. TOP CHORD LOADING: LIVE LOAD = 132 PLF DEAD LOAD = 20 PLF BOTTOM CHORD LOADING: LIVE LOAD = 0 PLF DEAD LOAD = 20 PLF 2. SEE NOTE 2, TRUSSED RAFTER TR -1 ON SHEET S3.1. 5 1/2' +\ 1 16' -6" TRUSSED RAFTER TR -5 111' -0 7/8" N p I SEE B /A3.5 FOR FASCIA AND SOFFIT DETAILS SIMPSON H1 OR EQUAL [W/ 8d x 1 1/2" NAILS INTO TRUSSED RAFTER AND 8d NAILS INTO BEAM] AT EACH TRUSSED RAFTER 2x6 VERTICAL WEB 2x1 2's AT 24" O.C. 121'-9 3/4 SEE F /A3.6 FOR BLOCKING DETAIL AND ANCHORING 1 3/4" x 5 1/2" LVL's AT 16" O.C. ° SOLID — BLOCKING M 5 1/2" 117' -9 1/4" O ] (2)- 2x4 CONT. PLATES TRUSSED RAFTER TR -6 1' -7 5/8" 2 3/4" LO LO I � I TRUSSED TOP CHORD RAFTER 132 PLF L.L. + 20 PLF D.L. TR -7 BOTTOM CHORD 0 PLF L.L. + 20 PLF D.L. PLATE 2x4 CONCENTRATED LOAD AND 2x6 VERT. WEBS TOGETHER 1550 #� 2x4 VERT. WEB 2x6 VERT. WEB 2x4 TOP CHORD S -2 1/2 3' -2 1/2' F 11 1/2" 12 5 ° I I I I FOR RIDGE ABOUT CENTERLINE I BLOCKING ' LAID FLAT BLOCKING, 0 SEE T /S2.5 ti ' SEE T /S2.5 — fo W a) / \ 2x4 TOP 0 �Q 12 � �� CHORD I CHORD \\ X 2x4 TOP U 2x6 BLOCKING SIMPSON H1 OR EQUAL [W/ CHORD N W 0. LAID FLAT 8d x 1 1/2" NAILS INTO 2x4 TRUSSED RAFTER AND 8d BEAM B -5 NAILS INTO BEAM] AT EACH TRUSSED RAFTER ` BLOCKING 11 12 -0 0 TRUSSED RAFTER TR -6 1/2" = 1' -0" \� �- 2x4 BOTTOM SIMPSON H2 OR EQUAL CHORD TRUSSED [W/ 8d NAILS] AT EACH RAFTER TR -6 TRUSSED RAFTER \\ \ MECHANICAL DUCT / 2x6 \ VERTICAL m WEB 2x6 cc SIMPSON H1 OR EQUAL BLOCKING [W/ (6)- 8d x 1 1/2" 2x4 BOTTOM NAILS TO TRUSSED CHORD RAFTER AND (4)- 8d NAILS TO PLATES] AT EACH TR -5 TRUSSED RAFTER 5 1/2' +\ 1 16' -6" TRUSSED RAFTER TR -5 111' -0 7/8" N p I SEE B /A3.5 FOR FASCIA AND SOFFIT DETAILS SIMPSON H1 OR EQUAL [W/ 8d x 1 1/2" NAILS INTO TRUSSED RAFTER AND 8d NAILS INTO BEAM] AT EACH TRUSSED RAFTER 2x6 VERTICAL WEB 2x1 2's AT 24" O.C. 121'-9 3/4 SEE F /A3.6 FOR BLOCKING DETAIL AND ANCHORING 1 3/4" x 5 1/2" LVL's AT 16" O.C. ° SOLID — BLOCKING M 5 1/2" 117' -9 1/4" O ] (2)- 2x4 CONT. PLATES TRUSSED RAFTER TR -6 1' -7 5/8" 2 3/4" LO LO I � I TRUSSED TOP CHORD RAFTER 132 PLF L.L. + 20 PLF D.L. TR -7 BOTTOM CHORD 0 PLF L.L. + 20 PLF D.L. PLATE 2x4 CONCENTRATED LOAD AND 2x6 VERT. WEBS TOGETHER 1550 #� 2x4 VERT. WEB 2x6 VERT. WEB 17'-11" 2x4 CONT. BRACE LOAD DIAGRAM 2x4 CROSS - BRACE AT 45' f TRUSSED RAFTER 2x6 BLOCKING TR -6 NOTES: LAID FLAT 1. SEE NOTE 2, TRUSSED RAFTER TR -1 ON BEAM B -6 SHEET S3.1. 2x4 TOP CHORD F 11 1/2" 12 5 ° I ('o 2x4 BLOCKING ABOUT CENTERLINE I BLOCKING ' LAID FLAT 0 0 SEE T /S2.5 ti MECHANICAL — fo W a) 12 DUCT 0 �Q J 5 a) 2x4 BOTTOM I CHORD \\ X 2x4 TOP U 2x6 BLOCKING SIMPSON H1 OR EQUAL [W/ CHORD N W 0. LAID FLAT 8d x 1 1/2" NAILS INTO TRUSSED RAFTER AND 8d BEAM B -5 NAILS INTO BEAM] AT EACH TRUSSED RAFTER 11 12 -0 0 TRUSSED RAFTER TR -6 1/2" = 1' -0" 17'-11" 2x4 CONT. BRACE LOAD DIAGRAM 2x4 CROSS - BRACE AT 45' f TRUSSED RAFTER 2x6 BLOCKING TR -6 NOTES: LAID FLAT 1. SEE NOTE 2, TRUSSED RAFTER TR -1 ON BEAM B -6 SHEET S3.1. TRUSSED RAFTER TR -7 yr - V-a TRUSSED RAFTER TR -7 NOTES: 1. TOP CHORD LOADING: LIVE LOAD = 132 PLF DEAD LOAD = 20 PLF BOTTOM CHORD LOADING: LIVE LOAD = 0 PLF DEAD LOAD = 20 PLF 2. SEE NOTE 2, TRUSSED RAFTER TR -1 ON SHEET S3.1. ® ©p ASSOCIATES 00o ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 G IN s 3099 47t I]F 1, IAMS �\ "17 F SYMMETRICAL FOR RIDGE ('o ABOUT CENTERLINE I BLOCKING 0 0 0 SEE T /S2.5 ti MECHANICAL — fo W a) 12 DUCT 0 �Q J 5 a) I X 2x4 TOP U CHORD N W 0. 0 �- 2x4 BOTTOM SIMPSON H2 OR EQUAL CHORD TRUSSED [W/ 8d NAILS] AT EACH RAFTER TR -6 TRUSSED RAFTER TRUSSED RAFTER TR -7 yr - V-a TRUSSED RAFTER TR -7 NOTES: 1. TOP CHORD LOADING: LIVE LOAD = 132 PLF DEAD LOAD = 20 PLF BOTTOM CHORD LOADING: LIVE LOAD = 0 PLF DEAD LOAD = 20 PLF 2. SEE NOTE 2, TRUSSED RAFTER TR -1 ON SHEET S3.1. ® ©p ASSOCIATES 00o ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 G IN s 3099 47t I]F 1, IAMS �\ w Z O U F� V) o xU� 12- U Q40 H H H � Wo "17 F N ('o �: 0 0 0 Z ti — fo W a) rn V 0 �Q J a) I X U N W 0. w Z O U F� V) o xU� 12- U Q40 H H H � Wo Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: TRUSSED RAFTERS Sheet: S3.2 0 a U 0 m 0 cc Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: TRUSSED RAFTERS Sheet: S3.2 0 0 J U w U c0 0 MI ry w w z N 0 J J 0 J J_ I 0 i 0 0 Z W, N 0 0 r) N L0 MECHANICAL LOUVER I I BUILDING ( DS CTION ELEVATION TOP OF 115-8 1 /2" PLATE G A3.6 N TOP OF ELEVATION 111' -10 1 /2" PLATE _ 2x12 JOISTS ROOFING MATERIAL ON ROOF SHEATHING CATWALK - SEE DETAIL J /A7.2 L03 MECHANICAL SIM B DUCTWORK A1.6 12 5 ® ®® ®® — INSULATION PROVIDE 1 1/2" VENT SPACE ABOVE INSULATION AT 2x12 JOISTS (TYPICAL) F A3.6 2x4 EDGE BLOCKING TYPICAL 5/8" GYPSUM BOARD 2x6 CEILING FRAMING SEE SHEET S2.3 BRICK METAL FASCIA BEYOND SIM. ( EA3.5 ELEVATION TOP OF 100' -0" FLOOR SIM. / H GYPSUM BOARD PAINTED H H TI VISUAL DISPLAY BOARD ROOM CHAIR RAIL 1 8 VEST SEE B /A7.1 137D - 137 137C 1348 134 MATERIAL VISUAL WALL - BASE CENTER DISPLAY COVERING SEE E /A7.1 134 BOARD ( E � 4SECTION - J/ /4 = 1 P- O INSULATION ROOFING MATERIAL ON ROOF SHEATHING IN WALLS BETWEEN STUDS BOTH SIDES 2x4 EDGE BLOCKING TYPICAL STEEPLE SEE SHEET A3.7 METAL FASCIA BRICK COLUMN _ 16" 1 JOIST RIDGE VEI` SEE B /A1 �J ASSOCIATES 0 ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RERBURG, HDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BR NT A. McFARLAND AR -2561 STATE OF IDAHO F c) w Z O 0 V xU� CL V G� H H �D a � w WO E C N O = Q z ti o� z 0 L? Z) LL t r Q X J LO Lo of U U X W U) F c) w Z O 0 V xU� CL V G� H H �D a � w WO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: BUILDING SECTIONS Sheet: A3.3 F F\MIVnivv vF— i r\L..;l C 0 . a U U) a) 0 0 ai is 0 CU Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: BUILDING SECTIONS Sheet: A3.3 F F\MIVnivv vF— i r\L..;l ROOFING MATERIAL ON ROOF SHEATHING 10d NAILS AT 4" O.C. (TYP.) 2x4 FASCIA FRAMING AT 24" O.C. NAILED TO I -JOIST WEB 2x6 FASCIA - CUT TO MATCH ROOF SLOPE 1x2 FASCIA TRIM i METAL DRIP METAL FASCIA 6" AND SOFFIT 2x4 FASCIA SOFFIT VENT STRIP AND TRIM SEE H /A3.4 7" BRICK WALL SHEATHING - W /AIR INFILTRATION BARRIER CONC. BUILDING — APRON SEE D /G1.4 CONCRETE FOUNDATION WALL 5" WALL SHEATHING — W/ AIR INFILTRATION BARRIER MASONRY TIES MORTAR GUARD — WEEP VENTS FLEXIBLE FLASHING (EXTEND UP WALL 12" TYP.) 0 0 M a U U co O (n Ld Q a w w 3 w z N 0 J J 0 J J_ I 0 <n 0 z of 0 Gi a N d 0 0 0 WALL SHEATHING - W/ AIR INFILTRATION BARRIER MASONRY TIES BRICK 5" D E ,TALL„ CLEAR SPACE - DO NOT r _ RIDGE AND H /S2.6 AT STEPPED FLASHING BLOCK WITH INSULATION \ \ z N � MATERIAL METAL DRIP o O 12 I -JOIST AT 24" O.C. 5 I O Z ti o0 J10v / PROVIDE RIGID BAFFLE MATERIAL _ \ _ AND NAILER AT INSULATION TO \ " O ALLOW FOR CLEAR VENT SPACE EXTERIOR GYPSUM BOARD E rn Wo ++ = aX r INFILTRATION BARRIER EIFS I -JOIST BLOCKING WITH G FLEXIBLE FLASHING (EXTEND (2) 4" DIA. VENT HOLES. METAL FASCIA, SEE J /A3.6 SOFFIT AND TRIM a� WEB STIFFENERS. SIZE AND SOFFIT VENT ATTACHMENT PER JOIST MANUFACTURER STRIP AND TRIM Ito \ SEE H /A3.4 \ INSULATION (4) 16d SINKER NAILS. (2) EACH SIDE. 0 TOP OF ELEVATION 2x6 PLATE 107' -11" METAL FACED CEILING SUSPENSION SYSTEM PANELS W/ GYPSUM BOARD AND ACOUSTIC TILE CONT. 2x4 \ (1) 3x6 PLATE CUT TO MATCH ROOF SLOPE ON (1) 2x6 PLATE. SEE C /S2.4 SIMPSON H8 OR EQUAL [W/ 8d NAILS] AT EACH I -JOIST (TYP.) 5/8" GYPSUM BOARD ON 2x6 AT 16" O.C. 2x6 AT 16" O.C. 5/8" GYPSUM BOARD INSULATION TREATED 2x6 PLATE WITH SILL SEALER 1/2" FIBERBOARD CONCRETE FLOOR SLAB ELEVATION 100' -0" II II 1/2 rl II II I I. I.I - II C .% D ETAI L 5" 4" A • • • ' • • , III �i�� P 1 M 11 I FLEXIBLE FLASHING (EXTEND UP 1/2" dl WALL 12" TYP.) Ir II II - p o CONC. BUILDING APRON SEE D /G1.4 CONCRETE FOUNDATION WALL @DETAIL 1 1 1/2" = 1- 0 SILL SEALER UNDER PLATE CONTINUOUS 2x6 FASCIA BLOCKING SEE R /S2.5 ROOFING MATERIAL ON ROOF SHEATHING (4) TRUSSED RAFTERS 2x4 FRAMING AT 24" O.C. 2x6 AT 24" O.C. 2x6 BLOCKING NAIL TO 2x6 VERTICAL HANGER W/ (2) 10d NAILS FRAMING ANCHOR SEE D /S2.6 - - - - - - - - - - - - - - - - - - - - - - - - - - - I • I - - -\ \ \ \ —J I I r _ RIDGE AND H /S2.6 AT STEPPED FLASHING OUTLOOKER \ \ z N � METAL DRIP o O = O Z ti o0 J _ \ _ H \ \ \ \ ti O �w EXTERIOR GYPSUM BOARD E _ Wo Lid aX r INFILTRATION BARRIER EIFS Lo tY G FLEXIBLE FLASHING (EXTEND UP WALL 12" TYP.) FASCIA METAL �W L.L a� 0 6" 7" \ \ \ 2' -21/8 \ 0 N 0 \ (4) 1Od NAILS � OM \ \ 2x4 BRACE INTO \ \ \ 2i 6 HANGER \ \ 2x6 VERTICAL HANGER AT 24" O.C. \ \ \ WALL SHEATHING \ \ \ \ \ EXTERIOR GYPSUM \ \ \ \ \ \ \ \ \ \ SHEATHING \ \\ \ \ \ \ EFIS \ \ \1\ \ 2x4 AT 24" O.C. W/ SIMPSON LSU26 OR EQUAL [W/ (6)- 10d INTO CONT. 2x6 AND (5)- 10d x 1 1/2" INTO 2x4 BRACE] AT EACH 2x4 1 3/4" x 11 1/4" LVL CONT. 2x6 NAIL TO EACH STUD W/ (3) 10d NAIL WALL SHEATHING S EXTERIOR GYPSUM SHEATHING 3/4" WOOD SHEATHING FIRESTOPPING AT MAXIMUM 20' -0" O.C. 2x BLOCKING AS REQUIRED TO ATTACH FIRESTOPPING I I EIFS 3/4 -- ROWLOCK COURSE SOLDIER COURSE WOOD TRIM SEALANT LAYERS 8» EIFS GYPSUM BOA D 2 3/8" 2 5/8" 5" x 3 1/2" x 5/16" BENT 44 LINTEL ANGLE. SEE LINTEL SCHEDULE ON S1.0 FOR BEARING DETAIL EXTERIOR GYPSUM SHEATHING 5/8" E GYPSUM BRICK I EIFS — FLEXIBL FLASHIl' CONCRE APRON DETAIL„ FRAMING SHEET A6.1 /4" x 11 1/4" LVL'S "GYPSUM BOARD L SHEATHING AIR INFILTRATION RIER ILATION 2x6 TREATED SILL TES WITH SILL SEALER ' FIBERBOARD CRETE FLOOR SLAB 1 ELEVATION 100'-0" 1 2" RIGID INSULATION CRETE .._NDATION WALL �I�Zel�� /�1>•>rl TRUSSED RAFTER 2x6 OUTLOOKERS _ AT 24" O.C. FRAMING ANCHOR SEE F /S2.6 2x4 CONTINUOUS W/ 1/2" SHEATHING SPACER AT 24" O.C. NAIL TO EACH STUD W/ (2) 10d NAILS 2x4 VERTICAL AT 24 " O.C. LAID FLAT. NAIL TO EACH VERTICAL 2x4 W/ (2) 10d NAILS 1 3/4" x 11 1/4" LVL AT 16" O.C. A I • I/` 1 I I I I 4" 6" 1 3/4 7" " N BLOCKING SEE R /S2.5 ROOFING MATERIAL ON ROOF SHEATHING 2x4 FASCIA FRAMING AT 24" O.C. 1x2 FASCIA TRIM METAL M DRIP CONTINUOUS 2x6 FASCIA METAL FASCIA AND SOFFIT SOFFIT VENT STRIP AND TRIM SEE H /A3.4 METAL FACED PANELS CONT. 2x4 EXTERIOR GYPSUM SHEATHING EIFS FLEXIBLE FLASHING WALL SHEATHING W/ AIR INFILTRATION BARRIER BRICK DETAIL G 1 1/2 = 1 -0 METAL ANGLE SEE DETAIL N /S2.6 1 3/4" x 5 1/2" LVL BLOCKING EXTERIOR GYPSUM SHEATHING INSULATION 1 3/4" x 11 1/4" LVL AT 16" O.C. 5/8" GYPSUM BOARD SIMPSON A35 OR EQUAL AT 24" O.C. BEND TABS OVER AND NAIL TO LEDGER AND OUTLOOKER W/ 8d x 1 1/2" NAILS (3) 16d FROM LEDGER TO OUTLOOKER 2x8 CUT TO 6 3/8" SCREWED TO — BEAM W/ (2) 1Oga x 3" SCREWS AT 8" O.C. M TYPICAL SOFFIT nVENT PROFILE 0 D z ASSOCIATES ARCHITECTURE 1152 BOND AVENUE – Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. WFARLAND AR -2561 STATE OF IDAHO Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: EXTERIOR WALL SECTIONS Sheet: A3.4 1 1/2' RIGID INSULATION WALL SHEATHING 2x4 SEE K /S1.2. 2x6 AT 16" O.C. 5/8" GYPSUM BOARD INSULATION TREATED 2x4 AND 2x6 PLATES 1/2" FIBERBOARD CONCRETE FLOOR SLAB 1 ELEVATION 100'-0" 4. 1 1/2" RIGID INSULATION BRICK Z _ RIDGE AND H /S2.6 AT STEPPED FLASHING OUTLOOKER SEE F /S2.2 FOR z N � METAL DRIP o O = O Z ti o0 J 0 ti s4°- H �D LO � ti O �w EXTERIOR GYPSUM BOARD _ Wo Lid aX r INFILTRATION BARRIER EIFS Lo tY G FLEXIBLE FLASHING (EXTEND UP WALL 12" TYP.) FASCIA METAL �W L.L Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: EXTERIOR WALL SECTIONS Sheet: A3.4 1 1/2' RIGID INSULATION WALL SHEATHING 2x4 SEE K /S1.2. 2x6 AT 16" O.C. 5/8" GYPSUM BOARD INSULATION TREATED 2x4 AND 2x6 PLATES 1/2" FIBERBOARD CONCRETE FLOOR SLAB 1 ELEVATION 100'-0" 4. 1 1/2" RIGID INSULATION BRICK BLOCKING- SEE L /S2.6 AT _ RIDGE AND H /S2.6 AT STEPPED FLASHING OUTLOOKER SEE F /S2.2 FOR z FRAMING w O METAL DRIP o U 0 o xU� METAL FASCIA V a H �D H AND TRIM SEE H /A3.4 �w EXTERIOR GYPSUM BOARD 2x4 AT 16" O.C. Wo WALL SHEATHING W/ AIR INFILTRATION BARRIER EIFS Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: EXTERIOR WALL SECTIONS Sheet: A3.4 1 1/2' RIGID INSULATION WALL SHEATHING 2x4 SEE K /S1.2. 2x6 AT 16" O.C. 5/8" GYPSUM BOARD INSULATION TREATED 2x4 AND 2x6 PLATES 1/2" FIBERBOARD CONCRETE FLOOR SLAB 1 ELEVATION 100'-0" 4. 1 1/2" RIGID INSULATION BRICK BLOCKING- SEE L /S2.6 AT _ RIDGE AND H /S2.6 AT STEPPED FLASHING OUTLOOKER SEE F /S2.2 FOR c FRAMING 2x6 FASCIA METAL DRIP I I � 0 7 " 6" METAL FASCIA AND SOFFIT a AT 24" O.C. SOFFIT VENT STRIP AND TRIM SEE H /A3.4 EXTERIOR GYPSUM BOARD 2x4 AT 16" O.C. WALL SHEATHING W/ AIR INFILTRATION BARRIER EIFS FLEXIBLE FLASHING (EXTEND UP WALL 12" TYP.) FASCIA METAL a� 0 0 N 0 `m Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: EXTERIOR WALL SECTIONS Sheet: A3.4 1 1/2' RIGID INSULATION WALL SHEATHING 2x4 SEE K /S1.2. 2x6 AT 16" O.C. 5/8" GYPSUM BOARD INSULATION TREATED 2x4 AND 2x6 PLATES 1/2" FIBERBOARD CONCRETE FLOOR SLAB 1 ELEVATION 100'-0" 4. 1 1/2" RIGID INSULATION BRICK BLOCKING- SEE L /S2.6 AT _ RIDGE AND H /S2.6 AT STEPPED FLASHING OUTLOOKER SEE F /S2.2 FOR FRAMING 2x6 FASCIA METAL DRIP I I � 7 " 6" METAL FASCIA AND SOFFIT 2x4 FASCIA FRAMING AT 24" O.C. SOFFIT VENT STRIP AND TRIM SEE H /A3.4 EXTERIOR GYPSUM BOARD 2x4 AT 16" O.C. WALL SHEATHING W/ AIR INFILTRATION BARRIER EIFS FLEXIBLE FLASHING (EXTEND UP WALL 12" TYP.) FASCIA METAL 12 METAL FASCIA AND SOFFIT METAL SOFFIT BEAM B -8 2 3/8" 8 " ,. 2 5/8" - - - -- - - - - - - - - - - - - - - - - 12 I • I -_J ROOFING MATERIAL ON ROOF SHEATHING 5 I I BLOCKING I ° • I SEE R /S2.5 FOR NOTES AND DIMENSIONS SEE • I 2x4 FASCIA FRAMING AT 24" O.C. DETAIL C /A3.5 _ • 1 AND D /A3.5 2x6 FASCIA - CUT TO MATCH ROOF SLOPE 2x6 AT 16" O.C. IV V i METAL DRIP i 3/4" SEE G /S2.2 THRU SEE ELEV. J /S2.2 FOR ' F. SHEET A2.2 ADDITIONAL FRAMING AT DORMER RIDGE 11108VA 110 �2„ B OTT O M RAM�NG FINISH END OF FASCIA MASONRY TIES ELEVATION I TOP OF 107' -11" 2x6 PLATE 6" WIDE WALL SHEATHING AROUND DOOR OPENING BRICK COLUMN BEYOND- SEE DETAIL C /A3.4 LINTEL - SEE SCHEDULE- ON SHEET S1.0 SEALANT (BOTH SIDES) - 12 / R R FULL HEIGHT METAL FASCIA 6" 7" BLOCKING CUT TO AND SOFFIT SHAPE FROM TRUSSED METAL FLASHING 1 1/2" x 1$" LSL OR SOFFIT VENT STRIP 1 3/4" x 18" LVL AND TRIM SEE H /A3.4 WALL SHEATHING METAL FASCIA RRFT6ER METAL FACED PANELS SOFFIT VENT STRIP AND S TRIM SEE H /A3.4 - 2x4 FASCIA METAL FACED 'r 2x4 FRAMING ELEVATION BOTTOM • 1 AT 24" O.C. TRUSSED 110' - 1" OF BEAM E.I.F. S. SEE TR -6 ON TOE NAIL BLOCKING SHEET S3.2 'w V / TO PLATE W/ 10d AT ti � 6" O.C. BEAM B -5 5/8" GYPSUM BOARD J • Lo FRAMING 111' -10" (3) 2x8 HEADER WITH METAL SOFFIT M L1�.1 d SHEATHING SPACERS BRICK 7-77-77 BETWEEN R • I RAFTER TR -7 X R BOTTOM OF ELEVATION - HEADER 107' -2 1/4" 1/4" SHEATHING D E TA I L 6" 2x4 FRAMING SHIM BELOW HEADER B - AT 24" O.C. DOOR FRAME „ � -7L METAL FASCIA DETAIL A 1 1/2" = 1 ROOFING MATERIAL ON ROOF SHEATHING 2x4 FASCIA FRAMING AT 24" O.C. 2x6 FASCIA CUT TO MATCH ROOF SLOPE METAL DRIP M Q R� . �• METAL FASCIA 6" AND SOFFIT 2x4 FASCIA SOFFIT VENT STRIP AND TRIM SEE H /A3.4 METAL FACED PANELS - 2x4 FASCIA 0 0 WALL SHEATHING W/ AIR - Q INFILTRATION BARRIER = BRICK J Q 7" 5" UJ It DETAIL _ 1 1/2" = 1' -0" Q cD 0 U) Li Li Li Li BRICK Z SEALAI N (BOTH 3 0 J J 0 J J W r- ' 0 PO in BRICK 0 Z WALL Q W/ All o INFILTF iii BARRIE 0 DETAIL 0 r� N K 1 1/2" = 1' -0" 12 3/4" 5 F___� BRICK BLOCKING TRUSSED RAFTER (TR -2 OR TR -2A) BLOCKING 2x4 FRAMING AT 24" O.C. TRUSSED BLOCKING SEE B /S3.1 WALL SHEATHING 2x4 FRAMING AT 16" O.C. FLEXIBLE FLASHING LINTEL SEE SCHEDULE ON SHEET S1.0 SEALANT (BOTH SIDES) DETA V -0 11 F 1 1/2" = 1/4" SHEATHING SHIM EACH SIDE OF BEAM B -17 DETAIL G 1 1/2 WINDOW FRAME SOLID SURFACE WINDOW STOOL HOLD DOWN ANCHOR WHERE REQUIRED. SEE SHEET S1.1 AND S /S1.3 2x6 AT 16" O.C. INSULATION 5/8" GYPSUM BOARD BRICK SILL (3) LAYERS WALL SHEA AIR INFILTR BARRIER PREFINISHE SHEET MET SEALANT (I D ETAIL _ ROOFING MATERIAL ON ROOF SHEATHING METAL DRIP BLOCKING 2x4 FASCIA FRAMING AT 24" O.C. BLOCKING I I SEE R /S2.5 I I � 7 " 2x6 AT 16" O.C. 2x4 FASCIA WALL SHEATHING CONTINUOUS 2x6 FASCIA TRUSSED METAL FLASHING � METAL FASCIA RRFT6ER AND SOFFIT l c � SOFFIT VENT STRIP AND S TRIM SEE H /A3.4 - 2x4 - CUT TO METAL FACED 'r 2x4 FRAMING PANELS d AT 24" O.C. TRUSSED 2x6 OUTLOOKER E.I.F. S. SEE TR -6 ON RAFTER TR -7 SHEET S3.2 'w V / FOR NOTES ti � EXTERIOR GYPSUM BOARD BEAM B -5 BOTTOM OF ELEVATION 2x4 FASCIA FRAMING AT 24" O.C. BLOCKING I I SEE R /S2.5 I I � 7 " 2x6 AT 16" O.C. 2x4 FASCIA WALL SHEATHING 2x6 AT 3/4" 24" O.C. ELEVATION 117' -1 3/4" BEAM BEARING SEALANT (BOTH SIDES) BRICK SILL FLEXIBLE FLASHING UNDER BRICK SILL SOLID SURFACE WINDOW STOOL WINDOW FRAME SEALANT (BOTH SIDES) (2) 2x6 WALL WHERE OCCURS 5/8" GYPSUM BOARD BRICK MASONRY TIES WALL SHEATHING - W/ AIR INFILTRATION BARRIER MORTAR GUARD WEEP VENTS AT 48" O.C. FLEXIBLE FLASHING - (EXTEND UP WALL 12" TYP.) CONCRETE BUILDING APRON SEE D /G1.4 CONCRETE FOUNDATION WALL 3/4 " 4 WINDOW FRAME SEALANT (BOTH SIDES) BRICK SILL 3/4" FLEXIBLE FLASHING UNDER BRICK SILL WALL SHEATHING W/ AIR INFILTRATION BARRIER MORTAR GUARD FLEXIBLE FLASHING (EXTEND UP WALL 12" TYP.) WEEP VENTS CONCRETE a BUILDING APRON SEE D /G1.4 CONCRETE FOUNDATION WALL D ETAIL _ 1 1/2" RIGID INSULATION TO TOP OF FOOTING (TYPICAL) D ETA L 0 o 00 °ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 \ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO E. 1. F. S. FRAMING ANCHOR METAL FLASHING � Z SEE F /S2.6 w O S METAL 2x4 - CUT TO v� O DRIP 12 MATCH SLOPE TRUSSED 2x6 OUTLOOKER 1 2x6 FRAMING RAFTER TR -7 AT 24" O.C. 'w V / AT 24" O.C. ti � I I I I I I ' BLOCKING BOTTOM OF ELEVATION J • Lo FRAMING 111' -10" FRAMING AT 24" M L1�.1 d TRUSSED R • I RAFTER TR -7 X R X 6" 2x4 FRAMING AT 24" O.C. METAL FASCIA c o. AND SOFFIT 7 " 1 �- METAL DRIP AND FLASHING SOFFIT VENT STRIP AND TRIM SEE H /A3.4 n o BEAM B -6 WALL SHEATHING - --� METAL FACED PANELS 2x6 JOISTS ELEVATION BOTTOM AT 24" O.0 110' -1" OF BE 2x4 FASCIA BEAM B -7 SEE TR -7 ON METAL SOFFIT 2x6 AT 3/4" 24" O.C. ELEVATION 117' -1 3/4" BEAM BEARING SEALANT (BOTH SIDES) BRICK SILL FLEXIBLE FLASHING UNDER BRICK SILL SOLID SURFACE WINDOW STOOL WINDOW FRAME SEALANT (BOTH SIDES) (2) 2x6 WALL WHERE OCCURS 5/8" GYPSUM BOARD BRICK MASONRY TIES WALL SHEATHING - W/ AIR INFILTRATION BARRIER MORTAR GUARD WEEP VENTS AT 48" O.C. FLEXIBLE FLASHING - (EXTEND UP WALL 12" TYP.) CONCRETE BUILDING APRON SEE D /G1.4 CONCRETE FOUNDATION WALL 3/4 " 4 WINDOW FRAME SEALANT (BOTH SIDES) BRICK SILL 3/4" FLEXIBLE FLASHING UNDER BRICK SILL WALL SHEATHING W/ AIR INFILTRATION BARRIER MORTAR GUARD FLEXIBLE FLASHING (EXTEND UP WALL 12" TYP.) WEEP VENTS CONCRETE a BUILDING APRON SEE D /G1.4 CONCRETE FOUNDATION WALL D ETAIL _ 1 1/2" RIGID INSULATION TO TOP OF FOOTING (TYPICAL) D ETA L 0 o 00 °ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 \ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO TRUSSED RAFTER TR -7 - -- EIFS ON WALL SHEATHING � Z w O S O v� O Z I` O J 0 ti zo O 'w V / Lo Lip ti � L.L. t Q X J Lo U FRAMING AT 24" M L1�.1 d � LL O.C x FASCIA 12 TRUSSED RAFTER TR -7 - -- EIFS ON WALL SHEATHING � Z w O o U P� v� O z 9• CL U V�E W 2x4 FASCIA -, H � a C� WO w FRAMING AT 24" TRUSSED RAFTER TR -7 - -- EIFS ON WALL SHEATHING 2x4 FASCIA FRAMING AT 24" O.C x FASCIA 12 c o. 1 �- METAL DRIP AND FLASHING n o - --� SEE TR -7 ON � n3 SHEET S3.2 Project Number: FOR NOTES 7" 6" - METAL FASCIA AND SOFFIT 591 - 556 -7 ri -- Plan Series: HER- TRA -98 -13 SOFFIT VENT STRIP _ Property Number: AND TRIM SEE H /A3.4 591 - 5568 -77 2x4 FRAMING AT 24" O.C. WALL SHEATHING METAL FACED PANELS Sheet Title: EXTERIOR WALL BEAM B -6 2x4 FASCIA SECTIONS . BOTTOM ELEVATION • OF BEAM METAL SOFFIT N DETAIL 1 1 /2 Sheet: A3.5 5/8" GYPSUM BOARD BOTTOM ELEVATION OF HEADER 114' -2" SEE DETAIL A /S2.9 ALUMINUM STOREFRONT WINDOW SYSTEM 2x6 PLATE BEAM B -17 ELEVATION 108' -6" G BRICK COLUMN BEYOND DETA _ DETAIL DETAIL„ ALUMINUM STOREFRONT WINDOW SYSTEM CLEAR SPACE - DO NOT SOLID SURFACE WINDOW STOOL BLOCK WITH INSULATION ROOFING MATERIAL ON ROOF SHEATHING MATERIAL 12 I -JOIST AT 24" O.C. ROUGH ELEVATION 10d NAILS AT 4" O.C. (TYP.) 102' -6' 2x4 FASCIA FRAMING AT 24" O.C. 5 ' PROVIDE RIGID BAFFLE NAILED TO I -JOIST WEB MATERIAL AND NAILER AT INSULATION TO ALLOW INSULATION 2x6 FASCIA -CUT TO �' ++ �' FOR CLEAR VENT SPACE MATCH ROOF SLOPE R PAR I -JOIST BLOCKING WITH (2) 1 3/4 x 5 1/2 CLE GE 4" DIA. VENT HOLES. SEE LVL AT 16" O.C. METAL DRIP �' SP P J /A3.6 5/8" GYPSUM BOARD WEB STIFFENERS. SIZE AND ROSTRUM FRAMING ATTACHMENT PER JOIST SEE SHEET A6.1 MANUFACTURER . INSULATION 7 C" N (4) 16d SINKER NAILS. (2) EACH SIDE. 7// TOP OF ELEVATION >< I zz I R 2x6 PLATE 107' -1 TREATED 2x6 PLATE METAL FASCIA 6 " -- CEILING SUSPENSION WITH SILL SEALER AND SOFFIT 3/4" SYSTEM W/ GYPSUM BOARD F EL EV ATION AND ACOUSTIC TILE 0' -0" 2x4 FASCIA (3) 2x8 HEADER WITH o - SOFFIT VENT STRIP AND SHEATHING SPACERS TRIM SEE H /A3.4 7" BETWEEN I. r I BOTTOM ELEVATION FLEXIBLE FLASHING OF HEADER 107' -2 1/4" SEALANT (BOTH SIDES) J CONCRETE FLOOR SLAB SIMPSON H8 OR EQUAL [W/ 8d C NAILS] AT EACH I -JOIST (TYP.) a 1/2" FIBERBOARD \- 14 " SHEATHING 1 1/2" RIGID INSULATION SH M BELOW HEADER BEAM B -15 (2) LAYERS 1/4" SHEATHING 2x6 AT 12" O.C. SOLID SURFACE WINDOW STOOL WINDOW ROUGH ELEVATION OPENING 102' -0" INSULATION 2x6 AT 16" O.C. 5/8" GYPSUM BOARD TREATED 2x6 PLATE WITH SILL SEALER 1/2" FIBERBOARD CONCRETE FLOOR SLAB 1 ELEVATION 100'-0" .r/ v v 11 .wrvl uvnnv 2x6 AT 16 "- O.C. STUD WALL ABOVE BEAM B -3 12 ROOFING MATERIAL ON ROOF SHEATHING 5 2x4 FASCIA FRAMING AT 24" O.C. NAILED TO 2x10 ROOF FRAMING 2x4 FASCIA 2x6 FASCIA - CUT TO / MATCH ROOF SLOPE / / METAL DRIP BLOCKING 1 x4 FASCIA / / / SEE K /S2.2 k 2x4 FRAMING PI) — ___ AT 24" O.C. ELEVATION BOTTOM OF 108' -9" BEAM METAL FASCIA AND SOFFIT 6 WALL SHEATHING BEAM B -9 METAL SOFFIT 2' -1 1/8' BLOCKING SEE R /S2.5 ROOFING MATERIAL ON ROOF SHEATHING 2x6 FASCIA CONTINUOUS METAL DRIP �r M rn METAL FASCIA AND F SOFFIT 6' SOFFIT VENT STRIP AND TRIM SEE H /A3.4 MASONRY TIES —' WALL SHEATHING — W/ AIR INFILTRATION BARRIER BRICK 1 1/2" VENT SPACE ROOFING MATERIAL ON ROOF SHEATHING TRUSSED BLOCKING AT 48" O.C. SEE A /S3.1 WEB STIFFENER BOTH SIDES INSULATION - -- I -JOIST AT 24" O.C. BLOCKING 1 3/4" x 5 1/2" LVL (CONT.) ' SHAPED. NAIL TO TRUSSED RAFTER W/ (2) 10d NAILS ELEVATION TOP OF 115' -8" 1 PLATE 2x4 (SNUG FIT) NAILED TO EACH TRUSSED RAFTER W/ (2) 10d NAILS 12 5 i� TRUSSED RAFTER AT 24" O.C. INSULATION BLOCKING 1/2" GYPSUM BOARD 5/8" GYPSUM BOARD STATE OF IDAHO 0 0 r� d d of U w I— U Of d cn 0 Cn I— w w V) w d d Of w w z N 3 0 J 0 J J_ I 0 Ln z d 0 Gi co 0 0 N N O L , 12 5 1 1/2" VENT SPACE ROOFING MATERIAL ON ROOF SHEATHING TRUSSED BLOCKING AT 48" O.C. SEE A /S3.1 WEB STIFFENER BOTH SIDES ROOFING MATERIAL ON ROOF SHEATHING 1 1/2" VENT SPACE BLOCKING DETAIL DE TAI L DETAIL„ I -JOIST AT 24" O.C. SEE E /S2.5 DETAIL 12 5 AND SOFFIT 2x4 FASCIA BLOCKING SOFFIT VENT STRIP AND TRIM SEE H /A3.4 WALL SHEATHING METAL FACED PANELS 2x4 FASCIA FRAMING ANCHOR — SEE G /S2.6 (2) 2x6 TOP PLATES 2x6 AT 24" O.C. I I I• •I I .I 7" 5" ' - 2x4 AT 24" O.C• I INSULATION 1 3/4" x 16" LVL SEE G /S2.6 I -JOIST AT 24" O.C. - 5/8" GYPSUM BOARD INSULATION 1 3/4" x 5 1/2" LVL 77_7 1 AT 16" O.C. DETAIL __ 12 5 1 1/2" VENT SPACE TRUSSED ROOFING MATERIAL ON ROOF SHEATHING RAFTER AT 24" O.C. SEE TR -5 2x6 FASCIA - CUT TO ON SHEET MATCH ROOF SLOPE BLOCKING S3.2 METAL DRIP 1x4 FASCIA (- - -� - -� I I I I I I I I BLOCKING I • I I • I I I I I I • I I . I M INSULATION FASCIA METAL 6" 7 "� ELEVATION 5/8" GYPSUM BOARD ON 2x6 FRAMING BLOCKING METAL SOFFIT MASONRY TIES BRICK @ Q 1 / _ 2x12 JOISTS 1/2" GYPSUM BOARD 5/8" GYPSUM BOARD SIMPSON H10 FRAMING ANCHOR OR EQUAL [W/ 8d x 1 1/2 NAILS] BLOCKING INSULATION WALL SHEATHING 2x6 STUDS AT 16" O.C. 2x4 FRAMING AT 24" O.C. BRICK SEALAI l WALL W/ AIF BARRIE 1 3/4' AT 16" ( DDET AIL „ 1 1/2” = l-0 BEAM B -1 (OR BEAM B -2) SOLID SURFACE WINDOW STOOL ALUMINUM STOREFRONT WINDOW SYSTEM SEE DETAIL A /S2.9 INSULATION 5/8" GYPSUM BOARD 16d SINKER NAIL FROM BLOCKING TO JOIST AIR INFILTRATION BARRIER d (2) 4" HOLES CENTERED IN BLOCKING 5/8" GYPSUM LOCATE KNOCKOUTS BOARD �ON BOTTOM OF ( ) � � BLOCKING , - -, 2 16d SINKER A 6 NAILS EACH SIDE 0 ASSOCIATES o ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 - 8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 1 F_ TRUSSED 1 1/2" VENT SPACE N � RAFTER ABOVE INSULATION O AT 24" O.C. = INSULATION z 1` OO J Q r:. INSULATION 0 2x12's AT 24" O.C. I -JOIST AT 24" O.C. 1.L r NAILED TO TRUSSED L RAFTER W/ (4) 10d NAILS BLOCKING X BLOCKING INSULATION 2x6 CUT TO SLOPE N W ry PLACE UNDER 2x12 NAIL TO TRUSSED RAFTER 1 3/4" x 5 1/2" LVL (CONT.) W/ (4) 10d NAILS - SHAPED. NAIL TO TRUSSED ELEVATION TOP OF RAFTER W/ (2) 10d NAILS 115' -8 1 /2" PLATE ELEVATION TOP OF BLOCKING 115' - PLATE (2) LAYERS OF 5/8" GYPSUM BOARD 2x4 (SNUG FIT) NAILED TO EACH TRUSSED RAFTER WOOD TRIM W/ (2) 10d NAILS (3) 1 3/4" x 5 1/2" LVL'S GYPSUM BOARD ON AV_� 5/8" 1 3/4" x 5 1/2" LVL'S DETAIL DE TAI L DETAIL„ I -JOIST AT 24" O.C. SEE E /S2.5 DETAIL 12 5 AND SOFFIT 2x4 FASCIA BLOCKING SOFFIT VENT STRIP AND TRIM SEE H /A3.4 WALL SHEATHING METAL FACED PANELS 2x4 FASCIA FRAMING ANCHOR — SEE G /S2.6 (2) 2x6 TOP PLATES 2x6 AT 24" O.C. I I I• •I I .I 7" 5" ' - 2x4 AT 24" O.C• I INSULATION 1 3/4" x 16" LVL SEE G /S2.6 I -JOIST AT 24" O.C. - 5/8" GYPSUM BOARD INSULATION 1 3/4" x 5 1/2" LVL 77_7 1 AT 16" O.C. DETAIL __ 12 5 1 1/2" VENT SPACE TRUSSED ROOFING MATERIAL ON ROOF SHEATHING RAFTER AT 24" O.C. SEE TR -5 2x6 FASCIA - CUT TO ON SHEET MATCH ROOF SLOPE BLOCKING S3.2 METAL DRIP 1x4 FASCIA (- - -� - -� I I I I I I I I BLOCKING I • I I • I I I I I I • I I . I M INSULATION FASCIA METAL 6" 7 "� ELEVATION 5/8" GYPSUM BOARD ON 2x6 FRAMING BLOCKING METAL SOFFIT MASONRY TIES BRICK @ Q 1 / _ 2x12 JOISTS 1/2" GYPSUM BOARD 5/8" GYPSUM BOARD SIMPSON H10 FRAMING ANCHOR OR EQUAL [W/ 8d x 1 1/2 NAILS] BLOCKING INSULATION WALL SHEATHING 2x6 STUDS AT 16" O.C. 2x4 FRAMING AT 24" O.C. BRICK SEALAI l WALL W/ AIF BARRIE 1 3/4' AT 16" ( DDET AIL „ 1 1/2” = l-0 BEAM B -1 (OR BEAM B -2) SOLID SURFACE WINDOW STOOL ALUMINUM STOREFRONT WINDOW SYSTEM SEE DETAIL A /S2.9 INSULATION 5/8" GYPSUM BOARD 16d SINKER NAIL FROM BLOCKING TO JOIST AIR INFILTRATION BARRIER d (2) 4" HOLES CENTERED IN BLOCKING 5/8" GYPSUM LOCATE KNOCKOUTS BOARD �ON BOTTOM OF ( ) � � BLOCKING , - -, 2 16d SINKER A 6 NAILS EACH SIDE 0 ASSOCIATES o ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 - 8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 vn z O cn o U o . xUlx n`_ U�� F H � a WO 1 F_ C N � O = O z 1` OO J Q r:. z� 0 = 1.L r < X L IX G X V7 N W ry vn z O cn o U o . xUlx n`_ U�� F H � a WO Project Number: 591 - 55 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: EXTERIOR WALL SECTIONS Sheet: A3.6 DE TAIL _ J 1 1/2 = 1-0 C 0 a V7 a� 0 6 M Project Number: 591 - 55 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: EXTERIOR WALL SECTIONS Sheet: A3.6 DE TAIL _ J 1 1/2 = 1-0 ASSOCIATES c3 ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605, S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSMAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 THRU —ROOF CONNECTOR SET IN MASTIC. SEE F /A3.7 ASSOCIATES w Q Q w 3 w z N 0 J J 0 J J D Q A Q 0 0 LO i cc I 8' -3 (D-tE 3 , 1LEVATIO A 3/8 = V-0 N LIGHTNING CABLE — SEE SECTION A /A3.2 AND ROOF PLAN SHEET A1.5 FOR LOCATION NOTE: STEEPLE DIMENSIONS ARE SYMMETRICAL ABOUT CENTERLINES 1' -3" - -7 r -- 1I I I I I I I I I I I ® I r < ¢ I M I I I I I 7" DIAMETER F L — — — � I METAL CLADDING I I I ON STRUCTURAL FRAMING I @STEEPLE PLAN 8' -3" B 4 'E: NO SHARP DS IN LIGHTNING CABLE. SEE SECTION 13101 IN SPECS. PROVIDE 1' -4" WIDE CLEAR If OPENING BETWEEN 1 /2 THICK STEEL PLATE WELDED TO BOTTOM OF CONTINUOUS ANGLE THRU —ROOF CONNECTOR ROOF FLASHING PLATE. SEE F /A3.7 L =OR FRAMING DETAILS OF STEEPLE MOUNTING BASE SEE S2.8 ,STEEPLE PLAN U 3 CLAMP CABLE CONNECTOR ROOF FLASHING PLATE HEX NUT AND WASHER 24" THREADED STEM CLAMP CABLE CONNECTOR THRU —ROOF CONNECTOR NOT TO SCALE SET BOLT AND ANGLE IN MASTIC SECONDARY UNDERLAYMENT AT STEEPLE BASE ON ROOF SHEATHING 2 LAYERS ROOF SHEATHING SECONDARY UNDERLAYMENT AT STEEPLE BASE ON ROOF SHEATHING FLUSH REGLET COUNTERFLASHING WITH FLEXIBLE SEALANT REMOVABLE STEEPLE SKIRT TO FACILITATE REROOFING METAL STEP FLASHING ROOFING MATERIAL SECONDARY UNDERLAYMENT ON ROOF SHEATHING — TURN UP WALL — LAP UNDER GRANULAR SURFACED SECONDARY UNDERLAYMENT FOR FRAMING DETAIL OF STEEPLE MOUNTING BASE SEE S2.8 A. McFARLAND AR -2561 STATE OF IDAHO l � w Z O U o xU� a U H � w WO I N �O = Z Imo- O O= J Q Imo Z o ~" O LO rLO , Cr LL Q X L0 LLl W � of W d' C � G X UJ ry a� l � w Z O U o xU� a U H � w WO Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: STEEPLE ELEVATION AND SECTIONS Sheet: A3.7 THRU —ROOF — CONNECTOR LIGHTNING CABLE D E TA I L I 0 . U) a� 0 I 1 1 1 1 I 1 I I I I I I 1 1 0 `c Project Number: 591- 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: STEEPLE ELEVATION AND SECTIONS Sheet: A3.7 THRU —ROOF — CONNECTOR LIGHTNING CABLE D E TA I L 0 D ASSOCIATES -- -- ARCHITECTURE ❑° �° O �° :: '- — �° REXBURG, IDAHO 83440 Fax 208.359.2271 1152 BOND AVENUE — Suite A V 208.359.2309 6 O O DA VI D D V. W EA ER & 3 3 Idaho Falls, Idaho 83401 5 8 C Voice (208) 529 -9504 CIVIL ENGINEERING LLC The Dyer 4 4 2 1 6 7 1 1 4.3 310 N. 2nd r E. 153 Rexburg, Idaho 83440 Q <3> Q 4' -0" 4' -0" voice (2os) s5s -aaoo STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers __ 7 233 North 1250 West #201 Bountiful, Utah 84014 O 2 w Voice (801) 298 -8795 O O MECHANICAL ENGINEERING 4 1 8 O CE OF ROOM O O Z ENGINEERED SYSTEMS ASSOC. NMI I SEE NOTE 5 0 ® ® ® ° J Center :5 315 West Pocatello, ello, Idaho 83204 - Q z Voic (2 )8) 233 O Fax 801 233 0529 O M Q ELECTRICAL ENGINEERING 4.3 PAYNE ENGINEERING INC. Q d U :... ........... 0 2' tI o } F- O 1823 E. Center St. � Pocatello, Idaho 83201 2 — C Voice 208 232 -4439 4 O SIM. Fax (08) 232 -1435 ............. ® ® O 4.3 ACOUSTICAL ENGINEERIN 6 o SPECTRUM + BENNION 175 South Main St., Suite 300 3 3' -9" O O 3 Salt Lake City, UT. 84111 4 SEE NOTE 6 2� -0 ", p ROOM CE Voice (801) 328 -5151 O o o SEE NOTE 6 ® o MARKER BD CE Fax (208) 232 -1435 ® III Q_ 7 O O O O O O Q 0 4 4 4 4 O p 1 B Q_ ° ASSOCIATES ® 0 ® ® ® ® ® ( I 3 3 � 6 BR NT A. McFARLAND AR -2561 4 O O 6 � � � � I I O O Q O O Q 3 3 4 O o X O N O STATE OF IDAHO I I 10-1 z _ 1E1 SEE D /A7.. TYP. 8 - 3 O 6 T 9 -L 0 CV O O X X X SEE NOTE 7 I I ® ® O f�- O p X TZ O �p z ® ® ® ® ® ® ® p 0 ~ zo 3 ® ® rrRR O O O V �Z) O O = U) ED ® ® ® ® ® ( ( ° J W w LO O O O O O O O 0 < 4> 4 4 0 4 mm O O co .......... ........................... o .: x ® i 3 SEE NOTE 6 3' -9" O O 2 ' -0 " � 3 ?� O -� ROOM CL 4 X SEE NOTE 6 o MARKER BD CE 6 ® _ ® .................... ............................... p o 1 I � �, w C 5 cn O :......... p o O SEE NOTE 5 8 ® OF ROOM ® of Q N O In Z <3 4' -0" 4' -0" p �o a p V 0 "- 9 O 2 �UQ -- CD T V w O O O E 1 8 1 1 8 1 1 1 4 8 5 1 43 O 6 7 0 3 �--� .= 3 0 0 0 Q = 6 a - - CK EQ ~ . EQ. EQ. EQ. 30" x 24" SOFFIT GRILLE REFLECTED CEILING PLAN a CEILING- FINISH SCHEDULE O (n F— W 1O CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD AND LEGEND GENERAL NOTES ACOUSTICAL TILE Q I_ 2 CEILING SUSPENSION SYSTEM W WITH GYPSUM BOARD - 1. WALL MOUNTED LIGHT FIXTURES THAT z PAINTED Project Number: LIGHT FIXTURES O (] OCCUR AT CEILING LINE ARE NOT SHOWN 591 - 556 -77 w 3 ACOUSTICAL TILE ON z Plan Series: - GYPSUM BOARD 2. MOUNTING OF SPEAKERS: HER -1 3 N CORRIDOR - SEE C /A4.2 _ Property Number: o O4 GYPSUM BOARD -SKIP MECHANICAL AIR GRILLES ® 3. NOT USED 591 - 5568 -77 o TROWEL FINISH - PAINTED J 4. PROVIDE SEISMIC BRACING AT ALL CEILING Sheet Title: J O5 GYPSUM BOARD - PAINTED SUSPENSION SYSTEMS REFLECTED r SPEAKER ® 5. INSTALL GYPSUM BOARD BETWEEN I -JOIST CEILING PLAN AT DUCT AND CEILING DIFFUSER. - SEE M1.1 ro O METAL SOFFIT 6. ACOUSTICAL CEILING TILE IS TO BE 5 TILES Z � SEE H /A3.4 FOLDING PARTITION ACROSS WITH A BORDER OF GYPSUM BOARD AS 3 SHOWN ON DRAWINGS. o O7 SEE H /A3.4 FIRE SPRINKLER HEADS CONTINUOUS VENT STRIP 7. PROVIDE FULL TILES IN EACH DIRECTION WITH 0i GYPSUM BOARD BORDER AS SHOWN. ¢ O8 CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD FURRED DOWN OVER CABINETS Sheet: co O EIFS ON WALL SHEATHING O N A 4.1 LO I =Emma f� N l a 0 ( U i m 0 Y L - -I SECTION 0 N TZ 0 Q J a U w U Q 0 1" (TYP.) r- w w z N 0 J O J J r, a 7. WIN 1' -6" 2 H V ' M ' N SECTION 1 1 1/2" = 1' -0" 4DIMMER CABINET 11 POST CAP RAIL AND SLATS POST RCING STEEL IN RAILS )UT AS REQUIRED .AB WITH 'N EDGES C. FTG. NOTE: PROVIDE (4) 1" DIA. HOLES TOP AND BOTTOM FOR VENTILATION DIMMER SWITCHES SEE E1.1 3/4" WOOD FRAME METAL CLIPS W/ EXPANSION BOLTS SECURED INTO WOOD BLOCKING APPLIED LABEL CABINET DOOR i nELEVATION 2" THICK — UNFACED INSULATION 2x6 BLOCKING 2x6 CEILING FRAMING - WITH 5/8" GYPSUM BOARD AND ACOUSTIC TILE CEILING C \'T JI 3" 1'- 0 "1' -0" r� 4 1/2 DIA. 3/4" SHEATHING SPEAKER MOUNTING RING COORDINATE INSTALLATION WITH ELECTRICAL SPEAKER AND GRILLE CLOSURE DETAIL F �)UVLNbUILU J� L I I U N SIMILAR LOCATIONS ON THE BUILDING. 1/2" = 1' - 0 " 0 � N :l ASSOCIATES a ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 STATE _ OF IDAHO c on E-4 w Z O o x U a U CH H E C/� w WO h---� C N � O O O z Imo- O T- J 0 ti Z � CD OcDL ' V I.L r Q X a� � W L.L 0 c on E-4 w Z O o x U a U CH H E C/� w WO h---� Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: A4.2 2 1 0 0 co U- 0 SECTION 2 1 1/2 = 1' -0" C O a Co I V a� 0 T a� o Y ca Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: A4.2 2 1 0 0 co U- 0 SECTION 2 1 1/2 = 1' -0" ELEVATION TOP OF 1 111' -0" FRAMING WALL tCD , I N SECTIO 1 -0 ELEVATION BOTTOM Or-, � 109' -6" FRAMING I I I I I 2x4 STUDS AT 16" O.C. I 5/8" GYPSUM I I BOARD I WALL WHERE I OCCURS —�-I SEE PLAN 1 I 5/8" GYPSUM I BOARD FIRESTOP AT w ®10' -0" O.C. AT 16" O.C. ELEVATION 108' -0" G 1 3/4" x 5 1/2" LVL AT 16" O.C. L A4.3 WALL SHEATHING AT ' 32" O.C. NAILED TO 2x4 FRAMING WITH 10d AT 6" O.C. WOOD TRIM — SEE C /A7.1 = 00 HARDWOOD . FACED ' O LIGHT FIXTURE SHEATHING I 2x4 FRAMING 3/4 „ x 1 1/2 WOOD TRIM I BLOCKING BLOCKING AS REQUIRED FOR SHEATHING --- 5/8" GYPSUM BOARD WALL SHEATHING I �� LIGHT FIXTURE -'' I CENTERED I ON SOFFIT FOR STRUCTURAL NOTES SEE DETAIL F /S2.4 ELEVATION 100' -0" LINE OF WALL FRAMING BEYOND I LIGHT COVE DEI B 1 1 /2 , = 1 -0 RAILING SUPPORTS WHERE OCCURS FOR STRUCTURAL NOTES SEE DETAIL D /S2.3 RAILING SUPPORTS WHERE OCCURS FOR STRUCTURAL NOTES SEE DETAIL E /S2.3 SIM. 5/8" GYPSUM BOARD ■ J Q U W 2x8 CEILING JOIST L) SEE SHEET S2.3 rr Q 0 3/4" SHEATHING - CD 2x4 NAILER ELEVATION SEE C /A7.1 1 11 XXL � I 3/4" 1 109'-0" CN 109' -0" 3/4" x 1 1/2" WOOD TRIM WOOD TRIM -SE& ry DETAIL C /A7.1 ao w ��'' AT 16" O.C. r w SHEATHING a` ®10' -0" O.C. SEE J /A6.6 010' -0" O.C. SEE J /A6.6 c p DOUBLE 2x4 2x6 PLATE ELEVATION ELEVATION ELEVATION 0 C.7 LO 10d AT 6" O.C. 2x4 FRAMING STEP U m w W ELEVATION F�1 LO tY � FRAMING gy X ELEVATION W 109' -0" 109' -0" 0 109' -0" WOOD TRIM SEE I- 2x8 FRAMING CUT TO FIT WOOD TRIM SEE WOOD TRIM SEE M DETAIL C /A7.1 200 T 0 DETAIL C /A7.1 00 SUSPENDED DETAIL C /A7.1 00 HARDWOOD FACED SHEATHING HARDWOOD FACED SHEATHING GYPSUM BOARD HARDWOOD FACED SHEATHING 2x FIRE BLOCKING AT 2x FIRE BLOCKING AT CEILING 2x FIRE BLOCKING AT ®10' -0" O.C. SEE J /A6.6 ®10' -0" O.C. SEE J /A6.6 ®10' -0" O.C. SEE J /A6.6 - -- 3/4" x 1 1/2" WOOD TRIM --------- 3 / 4 " x 1 1/2" WOOD TRIM 3/4" x 1 1/2" WOOD TRIM ELEVATION =� ELEVATION =� ELEVATION =� 108' -0" 108' -0" 108' -0" L(2)-2x12'S ACOUSTICAL TI LE '- 5/8" W/ GYPSUM 1/2" SPACER BOARD ■ J Q U W 2x8 CEILING JOIST L) SEE SHEET S2.3 rr Q 0 3/4" SHEATHING - CD 2x4 NAILER ELEVATION SEE C /A7.1 1 11 XXL FRAMING I � 1 109'-0" CN 109' -0" 3/4" x 1 1/2" WOOD TRIM WOOD TRIM -SE& ry DETAIL C /A7.1 ao w ��'' AT 16" O.C. HARDWOOD FACED SHEATHING I w 5/8" GYPSUM BOARD a` ®10' -0" O.C. SEE J /A6.6 Z I BLOCKING N nTRIM DETAIL 0 ELEVATION BOTTOM OF 0 108' -1" SOFFIT FRAMING � 5/8" GYPSUM BOARD (4) 11 1/4" LVL LVL HEADER Z ELEVATION BOTTOM 3:: 1 107'-2" OF HEADER �1 Q HEAD DETAIL 0 1 1 /2 99 = 1' - 0 " N nTRIM DETAIL FRAMING — MECHANICAL GRILL 2 -0" I I i I SUPPLY AIR ( D i /2 TRIM DETAIL WOOD TRIM SE9 DETAIL C /A7.1 HARDWOOD FACED SHEATHING 3/4" x 1 1/2" WOOD TRIM 5 1/8" 6' -2" 5/8 " BOARD 2x6 AT 16" O.C. FOR STRUCTURAL NOTES SEE DETAIL N / " 3/8" SHEATHIP I zzz ELEVATION 108' -0" BEAM B -3 WALL COVERING A TRIM DETAIL METAL FRAMING AT 16" O.C. — CEILING SUSPENSION — SYSTEM WITH GYPSUM BOARD AND ACOUSTICAL TILE WHERE SHOWN 1 1/2 = 1' -0" DOOR FRAME HEAD DETAI L 2' -0" 2x4 STUDS AT 16" O.C. WALL SHEATHING 2" METAL STUDS AT M%,VVJ M1ML IILC (SEE REFL. CLG 5/8" GYPSUM BOARD ON METAL FRAMING CONNECTED TO CEILING SUSPENSION SYSTEM 4 2" FOR CONNECTION SEE K /A7.1 2x8 CEILING JOISTS 2x4 BLOCKING PROVIDE 1/2" CLEARANCE 2x6 AT 16" O.0 BLOCKING (3) 2x6 HEADER WITH SHEATHING SHIMS SEALANT (BOTH SIDES) WALL FRAMING LIGHT FIXTURE ASSOCIA� /. TES 0 ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 � R " ASSOCIATES A. WFARLAND AR -2561 STATE OF IDAHO 2x4 NAILER DOUBLE 2x4 SEE C /A7.1 1 11 XXL FRAMING I � ELEVATION CN 109' -0" 3/4" x 1 1/2" WOOD TRIM WOOD TRIM -SE& o DETAIL C /A7.1 ao 2x4 FRAMING ��'' AT 16" O.C. HARDWOOD FACED SHEATHING I I1,,*- 2x FIRE BLOCKING AT a` ®10' -0" O.C. SEE J /A6.6 010' -0" O.C. SEE J /A6.6 c 3/4" x 1 1/2" WOOD TRIM 2x6 PLATE ELEVATION ELEVATION 108' -0" DOOR FRAME HEAD DETAI L 2' -0" 2x4 STUDS AT 16" O.C. WALL SHEATHING 2" METAL STUDS AT M%,VVJ M1ML IILC (SEE REFL. CLG 5/8" GYPSUM BOARD ON METAL FRAMING CONNECTED TO CEILING SUSPENSION SYSTEM 4 2" FOR CONNECTION SEE K /A7.1 2x8 CEILING JOISTS 2x4 BLOCKING PROVIDE 1/2" CLEARANCE 2x6 AT 16" O.0 BLOCKING (3) 2x6 HEADER WITH SHEATHING SHIMS SEALANT (BOTH SIDES) WALL FRAMING LIGHT FIXTURE ASSOCIA� /. TES 0 ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 � R " ASSOCIATES A. WFARLAND AR -2561 STATE OF IDAHO 5/8 GYPSUM WOOD TRIM " l SEE C /A7.1 1 11 XXL METAL SOFFIT DETAIL C /A7.1 I � c� Z CN (� 3/4" x 1 1/2" WOOD TRIM 3/4" x 1 1/2" o 0 SHEATHING 5/8" GYPSUM BOARD ��'' 0 Z I1,,*- O o a` UHF 010' -0" O.C. SEE J /A6.6 c Z 2x6 PLATE H ELEVATION H 0 C.7 LO 10d AT 6" O.C. 2x4 FRAMING I L0 U m w W F�1 LO tY � c� G gy X W 5/8 GYPSUM WOOD TRIM " l SEE C /A7.1 1 11 XXL METAL SOFFIT DETAIL C /A7.1 I � c� Z LVL AT 16" O.C. w 0 3/4" x 1 1/2" WOOD TRIM 3/4" x 1 1/2" o V SHEATHING 5/8" GYPSUM BOARD ��'' 0 �U OPENING ELEVATI.ON a` UHF 010' -0" O.C. SEE J /A6.6 c a 2x6 PLATE H ELEVATION H 109' -6" 2 FRAMING WITH n_ 10d AT 6" O.C. 2x4 FRAMING WO W-4 F�1 5/8 GYPSUM WOOD TRIM " BOARD SEE C /A7.1 1 11 XXL METAL SOFFIT DETAIL C /A7.1 I 1 3/4" x 5 1/2" c LVL AT 16" O.C. SHEATHING T 3/4" x 1 1/2" WOOD TRIM 3/4" x 1 1/2" 6" WIDE WALL WOOD TRIM SHEATHING 5/8" GYPSUM BOARD 0 AROUND DOOR BOARD (— OPENING ELEVATI.ON LINTEL 2x FIRE BLOCKING AT 109' -2" � 010' -0" O.C. SEE J /A6.6 c a 2x6 PLATE WALL SHEATHING AT ELEVATION 3 O.C. NAILED TO 109' -6" 2 FRAMING WITH n_ 10d AT 6" O.C. 2x4 FRAMING 0 M 0 Y M 5/8 GYPSUM WOOD TRIM " BOARD SEE C /A7.1 1 11 XXL METAL SOFFIT DETAIL C /A7.1 00 HARDWOOD ' 1 3/4" x 5 1/2" FACED , LVL AT 16" O.C. SHEATHING T 3/4" x 1 1/2" WOOD TRIM 3/4" x 1 1/2" 6" WIDE WALL WOOD TRIM SHEATHING 5/8" GYPSUM BOARD 5/8" GYPSUM AROUND DOOR BOARD (— OPENING ELEVATI.ON LINTEL 2x FIRE BLOCKING AT 109' -2" � 010' -0" O.C. SEE J /A6.6 c 2x6 PLATE WALL SHEATHING AT ELEVATION 3 O.C. NAILED TO 109' -6" 2 FRAMING WITH n_ 10d AT 6" O.C. 2x4 FRAMING DETAIL Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: LIGHT COVE AND CEILING TRIM DETAILS BLOCKING AS — REQUIRED FOR WALL SHEATHING ;LIGHT COVE DETAIL Sheet: A4.3 nTRIM DETAIL 1 3/4" 11 1/4" LAMINATED VENEER LUMBER AT 16" O.C. WALL SHEATHING INSULATION 2x4 FRAMING _ AT 16" O.C. WOOD TRIM SEE METAL SOFFIT DETAIL C /A7.1 -E— co HARDWOOD FACED SHEATHING I 3/4" x 1 1/2" WOOD TRIM GYPSUM 6" WIDE WALL SHEATHING 5/8" GYPSUM BOARD AROUND DOOR OPENING LINTEL 2x FIRE BLOCKING AT 010' -0" O.C. SEE J /A6.6 c FRAMING BRICK ELEVATION BRICK (2) LAYERS 5/8" GYPSUM BOARD - I 109' -6" BEYOND IN CULTURAL CENTER 148 AND 149 I n_ 1/2" GYPSUM BOARD LIGHT FIXTURE I -JOIST AT 24" O.C. �� GYPSUM ELEVATION 111 -0" WALL FRAMING DOUBLE 2x4 FRAMING ELEVATION 109' -6" 1/2" GYPSUM BOARD LIGHT FIXTURE I -JOIST AT 24" O.C. �� 4' -O ROOM NAME o O L—J w m TACK STRIP C.� z U I— V w = C z U SPECIAL M OR ETRIIPMENT Q MAIN FLOOR ALUMINUM WALL COVERING - "A" WAINSCOT WITH PAINTED GYPSUM BOARD ABOVE 101 FRAME F1 131 W4 C1 CH1 S2 102 CLERK F1 J Q 00 CN C1 CH1 S2 S3 103 CLERK U 131 r C1 VISUAL DISPLAY S2 S3 ° BISHOP °o fr W4 BOARD TYPE 1 CH1 S2 o CORRIDOR F1 81 W4 C3 CH1 C) z = F1 ALUMINUM W4 C1 ° C ao " ROOM CHALKRAIL 131 W4 C, U- Z 108 VESTIBULE F3 F6 1 1 O CH5 SPECIAL 109 FOYER F1 W4 C4 C5 ROOM 106 ROOM 117 ROOM 132 I ROOM ROOM 107 ROOM 126 ROOM 133 CAD C1 ROOM 110 ROOM 138 111 CUSTODIAN ROOM 114 ROOM 130 ROOM 139 W3 W5 ROOM 116 ROOM 131 CH2 S9 S13 ROOM 128 & 129 (NO CHALK TRAY) F4 VISUAL W5 C2 CH2 DISPLAY 113 STORAGE F1 BOARD W7 C5 SCALE: 1/2" = 1' -0" 2' -On VISUAL DISPLAY BOARD TYPE 2 6' - 0 " TACK STRIP - ALUMINUM FRAME VISUAL DISPLAY BOARD TYPE 2 - VISUAL DISPLAY BOARD TYPE 1 ALUMINUM CHALKRAIL ROOM 120 ROOM 124 TACK STRIP TACK STRIP I "ALUMINUM ALUMINUM FRAME FRAME V BOAR VISUAL DISPLAY D TYPE R " E 2 VISUAL DISPLAY ° o BOARD TYPE 1 o VISUAL DISPLAY o BOARD TYPE 1 ALUMINUM ° ALUMINUM CHALKRAIL CHALKRAIL N i� ROOM 140 ROOM 118 ROOM 150 ROOM 151 VISUAL DISPLAY BOARDS 3 VISUAL DISPLAY BOARDS SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" 0 J Q U_ 0 0 0 VISUAL DISPLAY BOARDS SCALE: 1 /2 90 0 0 LO i J Q 0 W U o- co O Q Of w w z N 3 O J O I O r� <n 0 Z a X 0 i 0i Q q- 7.l VISUAL DISPL "" BOARD TYPE ac I J Q U Ckf 0 0 N I h VISUAL DISPLAY BOARD SCALE: 1/2" = 1' -0" VISUAL DISPLAY BOARD TYPE COORIDOR 124 IE 0 I J a _U 0 0 0 N I 11 SCHEDULE TYPE 1 - CHALKBOARD TYPE 2 - TACKBOARD TYPE 3 - MARKERBOARD TYPE 4 - DISPLAY CABINET VISUAL DISPLA" BOARD TYPE ; ALUMINUM FRAME 0 I J _U 0 0 �o N i VISUAL 6 DISPLAY BOARD SCALE: 1/2"=l'-O" 4' -0" CORRIDOR 105 CORRIDOR 143 (3) TOTAL VISUAL DISPLAY BOARD TYPE 4 VISUAL DISPLAY CABINET SCALE: 1/2" = 1' -0" NOTE: TYPICAL BLOCKING REQUIRED BEHIND WALL MOUNTED ACCESSORIES, EQUIPMENT AND DRAPERY MOUNTING LOCATIONS. 2x6 BLOCKING WALL CONSTRUCTION ACCESSORY MOUNTED OVER / N P VISUAL DISPLAY CABINET SCALE: 1/2" = 1' -0" GYPSUM BOARD ACCESSORY AMOUNTING DETAIL Al I I►IIAII ILA ALUMINUM FRAME CUSTODIAN 111 MATERIAL CENTER 134 CLERK 102 CLERK 103 CLERK 141 VI SU AL ( aDISPLAY BOARD SCALE: 1/2"=l'-O" 4' - 0" TACK STRIP ALUMINUM FRAME VISUAL DISPLAY BOARD TYPE 3 ALUMINUM CHALKRAIL--\ BISHOP 101 BISHOP 104 BISHOP 142 0 I J Q U_ w 0 0 N I i� /1 n l I A I P'1 I n P'1 1 A 1/ P P1 A 1'11"1 SCALE: 1/2" = 1' -0" Al " NUM GLASS LOCK 0 I J Q U 0 12 0 1 F I N I S H S C H E D U L E z7 0 ROOM NAME o O L—J w m WALL COVERING C.� z U I— V w = C z U SPECIAL M OR ETRIIPMENT Q MAIN FLOOR W4 WALL COVERING - "A" WAINSCOT WITH PAINTED GYPSUM BOARD ABOVE 101 BISHOP F1 131 W4 C1 CH1 S2 102 CLERK F1 81 W4 C1 CH1 S2 S3 103 CLERK F1 131 W4 C1 CH1 S2 S3 104 BISHOP F1 B1 W4 C1 CH1 S2 105 CORRIDOR F1 81 W4 C3 CH1 S2 S10 106 ROOM F1 B1 W4 C1 CH1 S2 107 ROOM F1 131 W4 C1 CH1 S2 108 VESTIBULE F3 F6 B2 W5 C4 CH5 SPECIAL 109 FOYER F1 131 W4 C4 C5 CH5 S1 S2 110 ROOM F1 B1 W4 C1 CH1 S2 111 CUSTODIAN F3 B2 W3 W5 C5 CH2 S9 S13 112 ELECTRICAL F4 B3 W5 C2 CH2 S9 113 STORAGE F1 B1 W7 C5 CH2 S15 114 SERVING AREA F3 B2 W5 C2 CH2 S3 S11 115 CORRIDOR F1 B1 W4 C4 CH1 S2 S8 S10 S21 116 ROOM F1 B1 W4 C1 CH1 S2 117 ROOM F1 B1 W4 C1 CH1 S2 118 ROOM F1 131 W4 C1 CH1 S2 119 MOTHER'S ROOM F1 131 W3 W4 C1 CH1 S2 S18 120 ROOM F1 131 W1 W2 C1 C2 CH2 CH4 S1 S2 S3 121 VESTIBULE F3 F6 B2 W5 C4 CH3 122 FOYER F1 131 W4 C4 CH3 S1 S2 123 CORRIDOR F1 B1 W4 C4 CH1 S2 S21 124 ROOM F1 B1 W4 C1 C2 CH2 CH4 S1 S2 S3 125 STAIR F4 F7 B3 W5 C6 CH6 S12 126 ROOM F1 B1 W4 C1 CH1 S2 127 TODDLER REST ROOM F3 B4 W3 W5 C2 CH2 128 ROOM F1 B1 W4 C1 CH1 S2 S3 129 ROOM F1 B1 W4 C1 CH1 S2 130 ROOM F1 B1 W4 C1 CH1 S2 131 ROOM F1 B1 W4 C1 CH1 S2 132 ROOM F1 B1 W4 C1 CH1 S2 133 ROOM F1 131 W4 C1 CH1 S2 134 MATERIAL CENTER F1 B1 W4 C1 CH1 S2 S3 S9 135 CORRIDOR F1 B1 W4 C4 CH1 S2 S8 S10 S21 136 FOYER F1 131 W4 C4 C5 CH5 S1 S2 137 VESTIBULE F3 F6 B2 W5 C4 CH5 138 ROOM F1 B1 W4 C1 CH1 S2 139 ROOM F1 B1 W4 C1 CH1 S2 140 ROOM F1 131 W4 C1 CH1 S2 141 CLERK F1 61 W4 C1 CH1 S2 S3 142 BISHOP F1 B1 W4 C1 CH1 S2 143 CORRIDOR F1 B1 W4 C4 CH1 S2 S10 144 STORAGE F1 B1 W2 C5 CH2 S1 S6 145 SACRAMENT PREPARATION F1 B1 W5 C5 CH2 S1 S3 146 ROSTRUM F1 B1 W2 W8 C4 CH6 S1 S7 S12 147 CHAPEL F1 B1 W2 W8 C4 CH6 S1 148 CULTURAL CENTER F2 B5 W1 W5 C3 CH6 S1 S4 S7 149 CULTURAL CENTER F2 B5 W1 W5 C3 CH6 S1 S4S7 S14 S20 150 ROOM F1 131 W4 C3 CH2 S2 S3 151 ROOM F1 B1 W4 C3 CH2 S2 S3 152 WOMEN F3 B4 W3 W5 C5 CH2 IS18 S19 153 MEN F3 B4 W3 W5 C5 CH2 S18 S19 154 EQUIPMENT F1 131 W5 C5 CH6 155 STORAGE F1 B1 W5 C5 CH7 S16 156 STORAGE F1 131 W5 C5 CH7 S16 157 REST ROOM F3 B4 W3 W5 C2 CH2 S18 158 HALL F1 B1 W4 C3 CH1 S2 159 FIRE RISER ROOM F4 B3 W5 C2 CH2 160 VEST. F3 F6 B2 W5 C4 CH1 161 VEST. F3 F6 B2 W5 C4 CH1 UPPER LEVEL SPACE ATTIC F5 B4 W6 C7 CH6 S5 S11 S12 SEE M /A7.3 ITEM STEEPLE ROOFING MATERIAL FLASHING SOFFIT SYSTEM FASCIA SYSTEM ALUMINUM ENTRANCE WINDOWS BRICK LOUVERS STONE MEETINGHOUSE SIGN C 0 L 0 R EXTERIOR COLOR COLOR DESCRIPTION F FLOOR F1 CARPET F2 WOOD FLOOR SYSTEM F3 PAVER TILE F4 CONCRETE - PAINTED F5 3/4" SHEATHING - PAINTED F6 CARPET TILE F7 STAIR TREADS AND RISERS - PAINTED B BASE B1 CARPET - SEE E /A7.1 B2 TILE B3 6" RUBBER B4 NONE B5 METAL ANGLE NOTE: ALL PAINT IS COLOR LEVEL R W WALLS UNLESS NOTED OTHERWISE W1 WALL COVERING - "A" W2 WALL COVERING - "B" W3 CERAMIC TILE - FOR ACCENT TILE SEE INTERIOR ELEVATIONS W4 WALL COVERING - "A" WAINSCOT WITH PAINTED GYPSUM BOARD ABOVE W5 GYPSUM BOARD - PAINTED W6 GYPSUM BOARD - TAPED - NOT PAINTED W7 WALL COVERING - "A" OVER 1/2" SHEATHING W8 GYPSUM BOARD - PAINTED - COLOR LEVEL III C CEILING (D C1 CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD AND ACOUSTICAL TILE - SEE SHEET A4.1 C2 CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD - PAINTED C3 ACOUSTIC TILE ON GYPSUM BOARD - SEE SHEET A4.1 C4 GYPSUM BOARD - SKIP TROWEL FINISH - PAINTED C5 GYPSUM BOARD - PAINTED C6 GYPSUM BOARD - TAPED - NOT PAINTED C7 GYPSUM BOARD CH CEILING HEIGHT CH1 7' -10 5/8" CH2 7' -11 3/8" CH3 8' -11 3/8" CH4 9' -10 5/8" CH5 13' -0" CH6 VARIES CH7 9' -11 3/8" S SPECIAL TRIM OR EQUIPMENT S1 WOOD TRIM S2 CHAIR RAIL -SEE B /A7.1 S3 CABINETS S4 DECORATION ANCHORS - SEE SHEET A3.1 S5 TELEPHONE BOARD S6 SOUND MAIN EQUIPMENT CABINET - SEE SHEET E4.2 S7 SOUND CONTROL PANEL (SEE SOUND DRAWINGS) S8 ELECTRIC WATER COOLER S9 ELECTRIC PANEL S10 FIRE EXTINGUISHER CABINET - SEE M /A7.2 S11 WALL MOUNTED FIRE EXTINGUISHER S12 HANDRAIL S13 CUSTODIAL UTILITY SHELF - SEE K /A6.3 S14 ACOUSTICAL PANELS S15 WALL COVERING - "A" FULL HEIGHT S16 12" DEEP SHELVING - SEE J /A6.2 S17 DIMMER SWITCH - SEE E1.1 S18 BABY CHANGING STATION S19 UTILITY SHELF S20 SAFETY WAINSCOT - SEE A /A7.2 S21 COAT RACK - SEE K /A7.2 S C H E D U L E INTERIOR COLOR SCHEME ITEM COLOR GENERAL COLOR SCHEME oo'ua�° ASSOCIATES ' ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 1 I+ 1 w Z O o Z >1 o xUa C N � 0 = 0 Z ti �O Q r�- Z LO O 0 (D X r m ti It C — G X W ry w Z O o V >1 o xUa C n- U HF H H w W 0 a Project Number: 591 - 556 -77 Plan Series: HER— TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: FINISH SCHEDULE Sheet: A5.1 ROOM 128 COORIDOR 105 (2) CORRIDOR 143 (3) TOTAL C 0 a U 0 0 L m Project Number: 591 - 556 -77 Plan Series: HER— TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: FINISH SCHEDULE Sheet: A5.1 ROOM 128 COORIDOR 105 (2) CORRIDOR 143 (3) TOTAL OPINI GLASS W/ MUNTINS AT EXTERIOR DOORS ONLY o ALUMINUM SOLID CORE DOOR WOOD DOOR A W A �� i 1q, • FOLDING PARTITION P DOOR TYPES IVI V LL-1 V 14 ZING EFRO (TYP., FRAME TYPES D a J U w NOTE: ALL WINDOW DIMENSIONS ARE ROUGH OPENING SIZES. 2' -8" x 5' -2" SINGLE HUNG WINDOWS OA BO 2 " 2 " N V) w r } N N METAL ALUMINUM A B FRAME PROFILES- 2 3 l- U Q Co � D In 1- W W In W C.7 Q Q w w z cv GLAS 3 MUN" O J J O J J I 0 U z tEi r Q 0 Cif! PEI ZIN ��. TTC O O WINDOW TYPES N I I L_IVII LI\LLl VL9 L r11 (TYP.) 0 � Q � DOOR FRAME 0 z Q ry Iz o ry 0 W Q ° ry Q CD z W REMARKS � ry °- � [If In J _z 07 N c (!) < (5 �' --J 0 In ry W DETAILS - In W `L � HEAD JAMB MAIN FLOOR 101A 101 W 304AI • S2 1 3/4" A 2 Q A5.3 U A5.3 150 23 AA2 T3 102A 102 W � • S2 x 8' -0" A 2 Q A5.3 U A5.3 133 23 XAA5 T3 103A 103 W • S2 15' -11" A 2 Q A5.3 U A5.3 1291 23 AA3 T3 104A 104 W I • S2 S8 A 2 Q A5.3 U A5.3 1481 11491 23 XAA6 T3 105A 1051 A 1 • S3 G1 B 5 H A7.1 M A5.3 FR S T1 DS -3 106A 106 G I • S2 G2 A 2 J A5.3 L A5.3 20 60 MINUTE DS -2 107A 107 G • S2 G2 A 2 J A5.3 L A5.3 20 I - 108A 108 A • S2 G1 B 1 A &B A5.3 C A5.3 ST6 T1 DS -3 108B 108 A 1 0 S2 G1 B 1 A &B A5.3 C A5.3 ST1 T1 DS -3 108C 109 A 0 S2 G2 B 1 E A5.3 F A5.3 ST7 T1 DS -3 108D 109 A • S2 G2 B 1 E A5.3 F A5.3 ST3 T1 DS -3 110A 110 G • S2 G2 A 2 S A5.3 T A5.3 20 111A 111 W • S2 A 2 N A5.3 P A5.3 20 112A 112 M • S1 A 3 G A5.3 H A5.3 10 AAl2 T1 113A 115 W 1 0 S1 A 3 S A5.3 T A5.3 50B XAA1 114A 114 G • S2 G2 A 2 S A5.3 T A5.3 20 DS -2 114B 114 A • S2 G1 B 2 P A7.1 SIM. R A5.3 ST4 T1 DS -2 116A 115 G • S2 G2 A 2 S A5.3 T A5.3 20 116B 116 W • S2 A 3 N A5.3 P A5.3 50 XAA1 117A 115 G 10 S2 G2 A 2 S A5.3 T 20 DS -2 118A 115 G 1 0 S2 G2 A 2 S A5.3 T A5.3 20 119A 119 W • S2 A 2 S A5.3 T A5.3 26 120A 123 G • S3 G2 A 2 N A5.3 P A5.3 25 120B 122 G • S2 G2 A 2 S A5.3 T A5.3 25 DS -2 120C 120 M • S3 A 2 P A7.1 V A5.3 2 T1 DS -2 121 A 121 A 10 1 S2 G1 B 4 H A4.3 R A5.3 ST5 T1 DS -3 121 B 121 A • S2 G2 B 4 G A4.3 F A5.3 ST7 T1 DS -2 124A 123 G • S2 G2 A 2 N A5.3 P A5.3 25 124B 122 G • S2 G2 A 2 S A5.3 T A5.3 25 DS -2 124C 1241 M • S3 A 2 P A7.1 V A5.3 2 T1 DS -2 125A 125 M • S2 A 2 P A7.1 V A5.3 SIM 3 AAl2 T1 DS -2 1258 126 W • S2 A 2 N A5.3 P A5.3 23 AAl2 T3 126A 126 G • S2 G2 A 2 S A5.3 T A5.3 20 127A 128 W • S2 A 2 N A5.3 P A5.3 27A DS -2 128A 128 G • S2 G2 A 2 S A5.3 T A5.3 20 DS -2 129A 129 G • S2 G2 A 2 S /A5.3 T A5.3 20 129B 129 W • S2 A 2 N A5.3 P A5.3 31 T3 130A 130 G • S2 G2 A 2 S A5.3 T A5.3 20 131 A 131 G • S2 G2 A 2 S A5.3 T A5.3 20 132A 132 G • S2 G2 A 2 S A5.3 T A5.3 20 133A 133 G • S2 G2 A 2 S A5.3 T A5.3 20 134A 134 W • S2 A 2 S A5.3 T A5.3 22 XAA11 134B 134 W • S2 A 2 S A5.3 T A5.3 22 XAA11 137A 137 A 10 S2 G1 B 1 A &B A5.3 C A5.3 ST1 T1 DS -3 137B 137 A • S2 G1 B 1 A &B A5.3 C A5.3 ST6 T1 DS -3 137C 136 A • S2 G2 B 1 E A5.3 F A5.3 ST3 T1 DS -3 137D 136 A • S2 G2 B 1 E A5.3 F A5.3 ST7 T1 DS -3 138A 138 G • S2 G2 A 2 J A5.3 L A5.3 20 139A 139 G 10 S2 G2 A 2 J A5.3 L A5.3 20 140A 140 G • S2 G2 A 2 Q A5.3 U A5.3 20 140B 140 G • S2 G2 A 2 Q A5.3 U A5.3 20 141 A 141 W • S2 A 2 Q A5.3 U A5.3 23 XAA7 T3 142A 142 W • S2 A 2 Q A5.3 U A5.3 23 AA4 T3 143A 143 A • S3 G1 B 5 H A7.1 M A5.3 ST2 T1 DS -3 147A 105 W • S3 I A 2 J A5.3 L A5.3 26 147B 109 W • S2 A 3 J A5.3 L A5.3 52 147C 136 W • S2 A 3 J A5.3 L A5.3 52 147D 143 W • S2 A 2 J A5.3 L A5.3 26 148A 109 W • S2 A 2 K A5.3 L A5.3 26B T1 148B 109 W • S2 I A 3 K A5.3 L A5.3 52 T1 148C 135 W • S2 A 3 K A5.3 L A5.3 52 T1 148D 136 W • S2 A 2 K A5.3 L A5.3 26B T1 148E 148 W • S2 A 2 K A5.3 L A5.3 21 A XAA1 T1 DS -4 148F 148 W • S2 A 2 K A5.3 L A5.3 21 A XAA1 T1 DS -4 149A 115 W • 1 S2 A 2 K A5.3 L A5.3 26B T1 149B 135 W 10 S2 A 1 2 K A5.3 L A5.3 26B T1 150A 150 G • S2 G2 A 2 J A5.3 L A5.3 20 151 A 151 G • S2 G2 A 2 J A5.3 L A5.3 20 152A 152 W • S2 A 2 J A5.3 L A5.3 26 153A 153 W • S2 A 2 J A5.3 L A5.3 26 154A 123 W • S2 A 2 S A5.3 T A5.3 21 AAl2 157A 157 W • S2 A 2 S A5.3 T A5.3 27 DS -2 159AI 159 M • S3 A 2 G /A5.3 H /A5.3 3 AAl2 T1 DS -2 D U L � FRAME D ETAILS LLJ IZ 0 W -I 0) I W W U) I - o z N Q 0 `L HEAD Q - - i n- � :2 (y I In cn co o n LL STORAGE 2 BUILDING B &D A7.4 A 2 301 A 301 M 2 • S8 302 302 M B &D /A7.4 0 S8 303 303 M S4 0- S8 304AI 304 M 1 3/4" • S7 UM A 2 A A7.4 B &D A7.4 A 2 A A7.4 B &D A7.4 A 2 A A7.4 B &D A7.4 A 2 A /A7.4 B &D /A7.4 z Q ry Li LL O N REMARKS z W y AA8 T1 DS -2 AA9 T1 DS -2 AA10 T1 DS -2 AA13 T1 DS -2 FOLDING PARTITIONS P1 116 P 2' -8" x 5' -2" • S4 Vn Z S SIZE C /A5.4 D &F /A5.4 G GLASS FP FP1 P2 118 P 1 3/4" • S4 FP1 SOUND PARTITION S2 C /A5.4 D &F /A5.4 1 3/4" O L0 (DOUBLE GLAZE) FP1 P3 150 P 7' -0" x • S6 WO � F A5.4 D &F A5.4 x 8' -0" (FOLDING PARTITION) G2 FP1 P4 133 P 41' -0" • S4 (SINGLE GLAZE) C A5.4 D &F A5.4 15' -11" x 8' -0" (FOLDING PARTITION) FP1 P5 1291 P I 1 • 1 S4 I I I I C /A5.4 I D &F /A5.4 S8 2' -8" x 7' -0" x FP1 SEE A /A5.4 P6 1481 11491 P • I I S5 I I I I B /A5.4 I E /A5.4 SEE S /A6.2 FP1 FP2 T1 SEE A /A5.4 P7 FR P 10 1 1 S5 I I I I B /A5.4 E /A5.4 DS -1 FLOOR MOUNTED FP1 FP2 SEE A /A5.4 GENERAL NOTES: DUE TO MULTIPLE USE, SOME OF THE DETAILS REFERED TO ON THE DOOR SCHEDULE ARE REVERSED AND /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE. DOORS TO BE SET TO CLEAR FINISHED FLOOR SURFACE BY 1/2" D � ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF IDAHO QUANTITY E 22 2' -8" x 5' -2" DESCRIPTION Vn Z S SIZE G GLASS FP FOLDING PARTITION S1 2' -6" x 7' -0" x 1 3/4" G1 INSULATED TEMPERED FP1 SOUND PARTITION S2 3' -0" x 7' -0" x 1 3/4" O L0 (DOUBLE GLAZE) FP2 ADJUSTABLE HEADER S3 3' -6" x 7' -0" x 1 3/4" J WO � S4 15' -0" x 8' -0" (FOLDING PARTITION) G2 1/4" TEMPERED PLATE T THRESHOLD S5 41' -0" x 15' -10 5/8" (FOLDING PARTITION) (SINGLE GLAZE) a� S6 15' -11" x 8' -0" (FOLDING PARTITION) T1 METAL THRESHOLD S7 4' -0" x 7' -0" x 1 3/4" T2 NOT USED S8 2' -8" x 7' -0" x 1 3/4" T3 SOUND CONTROL THRESHOLD SEE S /A6.2 FR FIRE RATING DS DOOR STOP FR20 20 MINUTE DS -1 FLOOR MOUNTED FR60 60 MINUTE DS -2 OVERHEAD DS -3 CLOSER ARM STOP I - DS -4 NONE GENERAL NOTES: DUE TO MULTIPLE USE, SOME OF THE DETAILS REFERED TO ON THE DOOR SCHEDULE ARE REVERSED AND /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE. DOORS TO BE SET TO CLEAR FINISHED FLOOR SURFACE BY 1/2" D � ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet: A5.2 "'rW WINDOW WINDOW SCHEDULE QUANTITY E 22 2' -8" x 5' -2" i Vn Z N w O o 0 2 0 z I` O 7 - J C r: z o J - CU O L0 V L L0 I w LL � Q X w W J WO � G X W y Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet: A5.2 "'rW WINDOW WINDOW SCHEDULE QUANTITY E 22 2' -8" x 5' -2" i Vn Z w O o U t� 0 . o xU a` U H H WO w Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet: A5.2 "'rW WINDOW WINDOW SCHEDULE QUANTITY SIZE 22 2' -8" x 5' -2" i i c 0 . U y a� 0 0 N I - � CU Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet: A5.2 "'rW WINDOW WINDOW SCHEDULE QUANTITY SIZE 22 2' -8" x 5' -2" ri A cc %N/ i SOLID CORE WOOD DOOR G STOREFRONT WINDOW SYSTEM O~ WIDE SHEATH DOOR C 8" WIDE 8HEATH N DOOR C � B.FSi GYPSUM BOARD BEAM B-14 3/8' SHEATHING ON ONE SIDE OF B-14 BOTTOM OF ELEVATION CEILING ELEVATION SEALANT /BOTH S|DES\ WINDOW FRAME / | INSULAT 0 " | 2x8 STUDS SEALANT (BOTH SIDES) MULLION DOOR FRAME WINDOW FRAME 5/8 GYPSUM BOARD WALL LINE (AT DOOR 121B) 0 41 — WALL WHERE OCCURS /FACE OF STUD\--------- CERAMIC TILE SYSTEM (AT DOORS 152A &: 153A � SEALANT (BOTH S|OE3) DOOR FRAME (3) LAYERS WALL WINDOW FRAME SHEATHING W/ AIR INFILTRATION BARRIER BEAM B-16 BOTTOM OF FEELEVATION METAL FRAME 108'-6" METAL TO MATCH WINDOW FRAME BRICK BEYOND WHERE OCCURS HOLD DOWN ANCHOR SEE U/31'3 1 3/4 x 5 1/2" LVL AT 18' O.C. 5/0 GYPSUM - BOARD / �^ Uo INSULATION BRICK WALL SHEATHING STACK BOND FOR STRUCTURE 5l/2' ABOVE HEADER SEE J/A3.5 BRICK 0" WIDE WALL SHEATHING AROUND DOOR OPENING--� UNTLE FLEXIBLE FLASHING SEALANT--- (BOTH 8|DES\ BRICK BEYUND DOOR FRAME CEILING SUSPENSION SYSTEM W/ GYPSUM BOARD AND ACOUSTICAL WAL TI LE ELEVATION |NSi /BOTH 8|DE3\ BOTTOM OF /J\ 1 3/4" x CHANNEL LVL HEADER N ---- x0 HEADER WITH SHEATHING SH SHEATHING SPACERS BETWEEN �- BOTTOM OF ELEVATION HEADER 107'-2 1/4" ` GYPSUM BOARD \-- 4~ SHEATHING 5/E SHIM BELOW HEADER R�l) (BOTH SIDES) DOOR FRANE YV F ",_ SEALANT WINDOW BRICK 2xD WOOD STUDS AT LD LO IN TZ ~~N 1 3/4' n 5 1/2' LVL / (WHERE OCCURS ROOM 3|DE) \--/�\ 1 �/4" x '�N .,,.��. ._ ..� O.C. `-/ -/ ' � m- �/uu� */ /o �5 1/o" LVLo ' �/� ° � 1 �,� uc / ' - AT 1O " O.C. 2\ LAYERS 5/8" GYPSUM BOARD-� i� - �- ` ' 5/8" GYPSUM BOARD UJ WALL SHEATHING BRICK X O° WIDE WALL -- '''---'''-' SHEATHING AROUND DOOR Ld OPENING SEALANT N L\ [BOTH S|DE3) 2x6 0 /-� HEADER WITH � | | SHEATHING SHIM 5/8' GYPSUM BOARD DOOR FRAME ' ' | (WINDOW CERAMIC TlLE | | ' (AT � SEALANT AT DOOR 1�1A SYSTEM 5 / | (BOTH 3|DE�� ^� GYPSUk�-� \ DOOR 157A\ ` -' �'-�D | `--'/3\ 2�8`a /LVLa ' cr_ ~~ \ | ' ' ' DOOR FRAME | \ | AT DOOR 12 ' 2x6 W STUDS AT -� HOLD DOWN -� AT DOOR JAM --' 1O" O.�. /4 /1 �/4" x ANCHOR �HERE ' "' ` ' 11 1 LVL'a AT 1O OCCURS SEE SHEET ' \ ' YVALL L|NE �� OC AT DOOR 121A 81 ' 1 AND DETAIL '` CE OF STUD) | ' ' J, ' ' / S/S1.3 AT DOOR 121A It to � __ 2x6 AT /o w_ HEAD[ YNTM SHEATH|N SHIMS CERAMIC TILE SYSTEM (AT DOOR 127A) M 4 SSOCIATES ARCHITFCTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, MAHO 83440 Fax 208.359.2271 DAVID V WEAVER & ASSOC. 1605 S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529-9504 The Dyer Group LLC Rexburg, Idaho 83440 Voice (208) 656-8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298-8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233-0501 Fax (801) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232-4439 Fax (208) 232-1435 ACOUS11CAL ENGINEERING 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328-5151 Fax (208) 232-1435 ASSOCIATES A. McFARLAND AR-2561 EIFS (3) LAYERS WALL SHEATHING W/ Al INFILTRATION BARRIER SHEATHING 2x4 NAILER 2x6 PLATE BEAM B-16 FOR CONNE[ SEE DETAIL 2x6 FRAM|N( BOTTOM OF ELEVATION AT 10" O.C. / | m1E|8L FRAME OPENING SEALANT /BOTH 8|DE3\ SEALANT BRICK BEYOND (BOTH S|DES) WHERE OCCURS 0~ WIDE WALL SHEATHING AROUND OPENING O~ WIDE WALL SHEATHING AROUND DOOR OPENING SEALANT /BOTH 8|DE3\ /J\ 1 3/4" x LVL HEADER N SHEATHING SH DOOR FRAME DOORFRAME HOLD DOWN ANCHOR WHERE OCCURS SEE SHEET S1.1 AND DETAIL S/S1.3 2x6 FRAMING 5/8 GYPSUM BOARD SEALANT /BOTH S|DES DOOR FRAME CEILING SUSPENSION 3/4" SHEATHING SYSTEM WITH GYPSUM BOARD AND / -2x0 FRAMING | / ACOUSTICAL llLE-� c��.��� cn��m/ 30TH S0ES) DOR FRAME °m rnuwmc ~ | ~~ '^'^~^`~ ""^'' ,' ', ^ �"=" �r^ INSII WALL WHERE OCCURS /FACE OF STUD) | 2x4 1 FRAMING 5/8" GYPSUM BOARD DOOR FR AME LO 0 LO SEALANT '---AT—' (BOTH S|DES\ (WHERE OCCURS) ` -' CERAMIC TILE SYSTEM (AT DOOR 157A) SEALANT 2x4 (BOTH SIDES) FRAMING DOOR FRAME LO 10 0 LO LAYERS ~ | `' ' / GYPSUM BOARD INSULATION1 L /nnn�� �|Dc\ | '`~-- ^---/ | ``^ / - �-WALL WHERE OCCURS (FACE OF UV) STUD) n.n . �°" AT 16" O.C. BOAR ACOUSTICAL TILE (2) 2x8 HEADER— ON GYPSUM BOARD WITH SHEATHING SHIM 5/8" GYPSUM ING GYPSUM BOARD SEALANT (BOTH SIDES) DOOR FRAME ROOM SIDE CORRIDOR BRICK O" WIDE WALL SHEATHING AROUND DOOR OPENING DOOR 120C\ SEALANT /BOTH SIDES) moo DOOR FRAME FRAME HOLD DOWN ANCHOR WHERE OCCURS SEE SHEET S1.1 AND DETAIL S/S1.3 GYPSUM / 8{}ARD BEAM 22 B _ / HSS 5"X4"x1/4" SHIM //_- " SHIM ' � BOTTOM OF ELEVATION METAL FRAk�E | 1OR`-G" STATE 0R�� ~ n �� ~~ � �� 1102 �� �~w� � O- U V� �:) co Project Number: Plan Series: Property Number Sheet Title: DOOR DE� S | 5/8" GYPSUM BOARD SEALANT (BOTH SIDES) 5/8 GYP3U BOARD WINDOW.....— LAYERS 5 GYPSUM BOAR� /ROOM SIDE) /3\ 1 3/4" x LVL HEADER A SHEATHING SH DOOR FRAME PROV 1 CLEARANCE 30TTOM OF I ELEVATIO 2x4 BLOCKING 2x8 HEADER W/ 1/2 SHEATHING SHIMS �OTTOM OF [EL ON 'EILING 11 4'— 001 ELEVATION SEALANT (BOTH SIDES) 5/8" GYPSUM BOARD SEALANT (BOTH S|DES) � | | WALL WHERE OCCURS (FACE �F , | ���` �|VU) 5/8" GYPSUM BOARD CERAMIC TILE SYSTEM-�' (AT DOOR 127A) 51/2" 1/4" SHIM SEALANT WINDOW FRAME DOOR A5.3 co Project Number: Plan Series: Property Number Sheet Title: DOOR DE� S | 5/8" GYPSUM BOARD SEALANT (BOTH SIDES) 5/8 GYP3U BOARD WINDOW.....— LAYERS 5 GYPSUM BOAR� /ROOM SIDE) /3\ 1 3/4" x LVL HEADER A SHEATHING SH DOOR FRAME PROV 1 CLEARANCE 30TTOM OF I ELEVATIO 2x4 BLOCKING 2x8 HEADER W/ 1/2 SHEATHING SHIMS �OTTOM OF [EL ON 'EILING 11 4'— 001 ELEVATION SEALANT (BOTH SIDES) 5/8" GYPSUM BOARD SEALANT (BOTH S|DES) � | | WALL WHERE OCCURS (FACE �F , | ���` �|VU) 5/8" GYPSUM BOARD CERAMIC TILE SYSTEM-�' (AT DOOR 127A) 51/2" 1/4" SHIM SEALANT WINDOW FRAME DOOR A5.3 Project Number: Plan Series: Property Number Sheet Title: DOOR DE� S | A5.3 5/8" GYPSUM BOARD SEALANT (BOTH SIDES) 5/8 GYP3U BOARD WINDOW.....— LAYERS 5 GYPSUM BOAR� /ROOM SIDE) /3\ 1 3/4" x LVL HEADER A SHEATHING SH DOOR FRAME PROV 1 CLEARANCE 30TTOM OF I ELEVATIO 2x4 BLOCKING 2x8 HEADER W/ 1/2 SHEATHING SHIMS �OTTOM OF [EL ON 'EILING 11 4'— 001 ELEVATION SEALANT (BOTH SIDES) 5/8" GYPSUM BOARD SEALANT (BOTH S|DES) � | | WALL WHERE OCCURS (FACE �F , | ���` �|VU) 5/8" GYPSUM BOARD CERAMIC TILE SYSTEM-�' (AT DOOR 127A) 51/2" 1/4" SHIM SEALANT WINDOW FRAME DOOR RIDGE OF TRUSS NOTE: ROOFING MATERIAL, ROOF SHEATHING AND INSULATION NOT SHOWN FOR CLARITY. (2) TRUSSED RAFTER TR -3 --\ TRUSSED FRAMING TR -4 BEYOND ELEVATION 127'-43/8" TOP CHORD OF TRUSSED FRAMING TR -4 2x4 NAILER ACOUSTICAL TILE 5/8" GYPSUM BOARD (3) 2x4's SPIKE TOGETHER. PROVIDE SIMPSON A34 ANCHOR [W/ 8d x 1 1/2" NAILS] AT EACH END. BOTH SIDES. SEE A/5.4 FOR SPACING BOTTOM CHORDS OF (2) TRUSSED RAFTERS TR -3 ( ELEVATION 115' -8" BOTTOM CHORD OF TRUSSED FRAMING TR -4 BEYOND (3) 2x4 SPIKE TOGETHER. SEE B /A5.4 . v 1 --------- - -I - -- -� - - -- I - t -- - -I t -- --- t - - - - -I h - - - - -1 1 t- I----- t--- - - -t -I - -- t - t - - -- I t----- i- t- - - - -I- F -- - t- I-t - - �1 -- 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 - 1 - - - - - -- 1 -L - -J 1 -- - -I- i ----- L L- J----- LJ ----- 1 - 1 I ---- -- L -L --- d -L - - -- 1 - L - - - -J- ------ 1 --L -- - L - - J---- -L- -- L - -- ------ - -- - -- --------------------------------- - - - - -- -- ----------- - -- ------------ - - - -- 8" (3)- 2x4 HANGERS (TYPICAL) AT 12" O.C. FOR APPROXIMATELY 6' -6" APPROXIMATELY 6' -6" AT STACKING ENDS EXCEPT WHERE GUSSET PLATES DICTATE OTHERWISE V (3)- 2x4 HANGERS (TYPICAL) AT 16" O.C. EXCEPT AT STACKING ENDS AND WHERE GUSSET PLATES DICTATE OTHERWISE FOLDING PARTITION SECTION 1/2" = 1' -0" 0 0 0 Q Q U w 2 U X Q CO 0 a w w z N 0 J J 0 J J q d N Lf ) CONTINUOUS 1/2" SHEATHING (2) LAYERS 3/4" CONTINUOUS (4) 1 8 3/4" I x 11 7/8" PLYWOOD GLUED AND SCREWED / TOGETHER. SECURE TO LVL HEADERS HEADER W LAMINATE W VENEER LUMBER W/ #10 x 3" WOOD SCREWS AT 32" O.C. WITH 2x6 BLOCKING AT EACH LVL (16" O.C. 4' 0" FROM (VERTICAL) BETWEEN AT STACKING END). LEVEL WITH 4' -0" O.C. FLOOR BY GENERAL CONTRACTOR WITH 1/8" @ MAXIMUM TOLERANCE ELEVATION BOTTOM OF STAGGER END JOINTS 108' -1 ' 1/2" BEAM SUSPENDED — CEILING SYSTEM HEAD CONTINUOUS 1/2" SHEATHING (4) 1 3/4" x 11 7/8" LAMINATED VENEER LUMBER HEADER WITH 2x6 BLOCKING (VERTICAL) BETWEEN AT 4' -0" O.C. HEAD (2) LAYERS 3/4" CONTINUOUS PLYWOOD GLUED AND SCREWED TOGETHER. SECURE TO LVL HEADERS W/ #10 x 3" WOOD SCREWS AT 32" O.C. AT EACH LVL (16" O.C. 4' 0" FROM STACKING END). LEVEL WITH FLOOR BY GENERAL CONTRACTOR WITH 1/8" @ MAXIMUM TOLERANCE STAGGER END JOINTS 2x8 CEILING FRAMING WITH 5/8" GYPSUM BOARD AND ACOUSTIC TILE CEILING HATCHED AREA INDICATES FOLDING DOOR HEADER PROVIDED AND INSTALLED BY FOLDING PARTITION MANUFACTURER (2) 2x8 (CUT TO 6 ") TC SUPPORT HEADER ABOVE W/ (2) 2x6 EACH SIDE iz r) r ELEVATION 115' -8" 14 'V1 1 1 . 0 1 / co DASHED LINE INDICATES FOLDING DOOR JAMB PR AND INSTALLED BY FOLDING PARTITION MANUFACTURER JAM B CENTERLINE OF FOLDING PARTITION BOTTOM CHORD OF TRUSSED FRAMING TR -4 \ ELEVATION 114' -11 1/8" (2) 2x4 CONTINUOUS NAILER. ANCHOR TO BOTTOM CHORD OF TRUSSED FRAMING TR -4 NOTE: HATCHED AREA INDICATES MATERIALS PROVIDED AND INSTALLED BY FOLDING PARTITION MANUFACTURER TYPICAL HARDWOOD TRIM METAL JAMB 3/4" x 1 1/2" WOOD TRIM WALL COVERING CENTERLINE 01 FOLDING PARTITION INSULATION OMITTED FOR CLARITY TRUSSED FRAMING TR -4 (2)TRUSSED RAFTERS TR -3 WOOD TRIM SEE A /A7.1 1/2" DIA. BOLTS W/ 2" O.D. FENDER WASHERS EACH END AT EACH (3) 2x4'S COUNTERBORE BOLT HEAD AND FENDER WASHER. DO NOT COUNTERBORE AT NUT END OF BOLT (2) LAYERS OF 3/4" N PLYWOOD CONTINUOUS BACKING GLUED AND SCREWED TOGETHER STAGGER JOINTS (3) LAYERS OF 3/4" PLYWOOD GLUED AND SCREWED TOGETHER WITH STAGGERED N JOINTS CONTINUOUS HEADER ON 5/8" GYPSUM BOARD 0 J r- L.L. I 0 - Ln WALL FRAMING (2) 2x10 (CUT TO 8 1/2") TO SUPPORT HEADER ABOVE CENTERLINE OF FOLDING PARTITION JAM B 0 a` oo ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RMURG. MAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FOLDING PARTITION DETAILS Sheet: A5.4 HATCHED AREA INDICATES FOLDING DOOR HEADER PROVIDED AND INSTALLED BY FOLDING PARTITION MANUFACTURER 12" 2' -0" 12" 7" 7" 8 1/2 4 1/4" 14 1/4 L �� II•I it l `1 �1 HEAD 8 1/2" FULL HEIGHT (CUT FROM 2x10) JAM B 1. c� w Z o c N � n`_ UGH O H 0 Z r-- o° J Q ti z o 0 u ? Iz LL r Q X U*) ry U 2 X y �W LL Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FOLDING PARTITION DETAILS Sheet: A5.4 HATCHED AREA INDICATES FOLDING DOOR HEADER PROVIDED AND INSTALLED BY FOLDING PARTITION MANUFACTURER 12" 2' -0" 12" 7" 7" 8 1/2 4 1/4" 14 1/4 L �� II•I it l `1 �1 HEAD 8 1/2" FULL HEIGHT (CUT FROM 2x10) JAM B 1. c� w Z o c o xU� n`_ UGH H H � WO w a Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FOLDING PARTITION DETAILS Sheet: A5.4 HATCHED AREA INDICATES FOLDING DOOR HEADER PROVIDED AND INSTALLED BY FOLDING PARTITION MANUFACTURER 12" 2' -0" 12" 7" 7" 8 1/2 4 1/4" 14 1/4 L �� II•I it l `1 �1 HEAD 8 1/2" FULL HEIGHT (CUT FROM 2x10) JAM B c 0 a U y 4) 0 o Y Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FOLDING PARTITION DETAILS Sheet: A5.4 HATCHED AREA INDICATES FOLDING DOOR HEADER PROVIDED AND INSTALLED BY FOLDING PARTITION MANUFACTURER 12" 2' -0" 12" 7" 7" 8 1/2 4 1/4" 14 1/4 L �� II•I it l `1 �1 HEAD 8 1/2" FULL HEIGHT (CUT FROM 2x10) JAM B = NOTE: THE ORIENTATION OF THE SAC. PIANO AND ORGAN IS NOT PREP. TO CHANGE IF THE PLAN 145 1 IS MIRRORED. co O M rn I CV M I lV 0 I � I I N rn I CV STORAGE 144 0 0 c0 Q I- J Q ry U U Q (D O w W w a I- o- W 3 w z N 0 J J 0 J J_ I r O M V) 0 z a ry 0 Gi Q �t 0 O 0 N N tf) � 0 EN LAR ( 1 1/4" = 1' -0" (2) LAYERS SUBFLOOR 2x6 BLOCKING —� OSTRUM PLAN BULLNOSE EDGE 2x6 AT 16" O.C. 2x6 RIM JOIST ELECTRICAL OUTLET BOX FRAMING MEMBER AT CENTER OF RECESS FOR J -BOXES AS REQUIRED (2) LAYERS SUBFLOOR 2x6 JOIST 2x6 BLOCKING N I 2x6 CUT TO 4 1/4" 2x4 PLATE W/ POWDER ACTUATED FASTENERS AT 24" O.C. - 2x6 RIM JOIST 1' -1 1 > -7" N.T.S. 2x6 AT 16" O.C. 2x6 FRAMING - ROSTRUM FRAMING FEATURES: 1. ALL JOISTS SHALL BE 2x6 AT 16" O.C. (MAXIMUM) 2. ROSTRUM RAILING SHOWN BY DASHED LINE FOR REFERENCE SEE SHEET F2.1 3. 2x6 RIM JOIST (TYPICAL) 4. (2)- 2x6 BLOCKING LAID FLAT FOR ROSTRUM RAILING SUPPORT FOR ANCHORING, SEE N /F2.2 WOOD SHEATHING (ALL FOUR SIDES) - - - - -- I I 2x4 PLATE W/ POWDER - ACTUATED FASTENERS (ALL FOUR SIDES) SECTION N _I ELECTRICAL JUNCTION BOX 2x6 FLOOR JOIST (TYP.) L 12" O.C. (RAMP ONLY) A6 13' -0" (2)2x6 FLOOR JOIST 2x6 LEDGER SIMPSON U26 OR EQUAL- [W/ 10d x 1 1/2" NAILS] RAMP SECTION AT EACH 2x6 JOIST EK �3/4p LINE OF ROSTRUM = 1' - BEYOND 5/8" GYPSUM BOARD 2x BLOCKING ROSTRUM FRAMING PLAN 1/4 = 1' -0" SIMPSON U26 OR EQUAL [W/ 10d x 1 1/2" NAILS] AT EACH 2x6 JOIST — N I 2x6 AT 16" O.C. 2x6 LEDGER 2x4 PLATE W/ POWDER -� 1 ACTUATED FASTENERS AT 24" O.C. SECTION G 1 1/2" CUT ENDS OF SUBFLOOR PANELS AND PROVIDE FLOOR STONE. SLOPE TO MATCH RAMP. 2x6 CUT AND SHAPED FOR SLOPE OF RAMP 2x6 PLATE W/ POWDER ACTUATED FASTENERS NOTCH SHAPED 2x6 JOIST TO FIT 1' -0" 2x4 PLATE W/ - POWER ACTUATED FASTENERS AT 24" O.C. 2x BLOCKING CUT TO FIT (2) LAY SUBFLO( 11" 11 7" ROSTRUM FRAMING BEYOND WOOD RISER (TYP.) 1 WOOD TREAD I 2x8 CUT TO FIT L FLOOR LINE 2x4 PLATE W/ POWDER ACTUATED FASTENERS AT 24" O.C. WALL FRAMING 2x6 LEDGER 24 AT 16" O.0 K) SUBFLOOR 1 SHEATHING FIRE - BLOCKING 2x4 PLATE W/ POWDER ACTUATED FASTENERS AT , 24" O.C. FLOOR ELEVATION LINE 100' -0" SECTION (2) LAYERS SUBFLOOR V 1 f ' SECTION L 1 1/2" = 1 , - 0 » SIMPSON U26 OR EQUAL [W/ 10d x 1 1/2" NAILS] AT EACH 2x6 JOIST - AT EACH END 2x6 CUT TO 4 1/2" — FIRE- BLOCKING 2x4 PLATE W/ POWDER ACTUATED FASTENERS AT 24" O.C. SECTION M 1 1/2 = V-0 cN _I r-� ASSOCIATES ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605, S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 aUMBW R. ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF VD T I I I I C N i F - -1 I CONDUIT STUB _ SEE C /E4.2 ELEVATION I I 0 102' -3 1/2" L(') V 2 1 -10 " i I 00 Q co ELEVATION Lo Lo lof 101' -8 3/4" NT 1 - - -- 1'_6 HANDRAIL j ;� SEE R /F2.2 CD C14 RECESS IN FLOOR �\ \ WITH JUNCTION BOX FOR ORGAN POWER - r FOR ROSTRUM I CASEWORK SEE SHEET F2.1 I ` 1 - - I - ' 1 - - I J r - - - - -- I — — — I I CONTROL _ I I I I �1 = =1� 1 M PEDESTAL I I I I — — — I I I —11 JUNCTION BOX L I — —I� I_ —I� f— f— I 7 Fr Tr, 3r0) L I = =1 11' -6" 1 I SEE G /F2.1 1 II I =I_J 1 — , — — a— IL I I C ELECTRICAL r - - = r 6 ' - 1 I I JUNCTION I I I �1 BOX r _, L - I __ I = " N -I 5 L J SOUND I I I -1 j JUNCTION BOX I I I I �- _lam " mil— — — 6 —1� i 1 1 — r — — I I I I Ll— _I I ROSTRUM 1 N L - -J 1 I Fl 1 \ d \\ I I I LL �J ION �\ 1 ELEVAO \V > \ > I 70' 1 ___� ELEVATION 101' -2" HANDRAIL SEE R/172.2 L A6.1 ; r, A C = = == -- -- -- -- ----- - - - -- - - -- - - - -- -- - - - - --- RAMP UP 5' - 1 /4" 4' -9 1/4" 14' -0" 12" . � 0 EN LAR ( 1 1/4" = 1' -0" (2) LAYERS SUBFLOOR 2x6 BLOCKING —� OSTRUM PLAN BULLNOSE EDGE 2x6 AT 16" O.C. 2x6 RIM JOIST ELECTRICAL OUTLET BOX FRAMING MEMBER AT CENTER OF RECESS FOR J -BOXES AS REQUIRED (2) LAYERS SUBFLOOR 2x6 JOIST 2x6 BLOCKING N I 2x6 CUT TO 4 1/4" 2x4 PLATE W/ POWDER ACTUATED FASTENERS AT 24" O.C. - 2x6 RIM JOIST 1' -1 1 > -7" N.T.S. 2x6 AT 16" O.C. 2x6 FRAMING - ROSTRUM FRAMING FEATURES: 1. ALL JOISTS SHALL BE 2x6 AT 16" O.C. (MAXIMUM) 2. ROSTRUM RAILING SHOWN BY DASHED LINE FOR REFERENCE SEE SHEET F2.1 3. 2x6 RIM JOIST (TYPICAL) 4. (2)- 2x6 BLOCKING LAID FLAT FOR ROSTRUM RAILING SUPPORT FOR ANCHORING, SEE N /F2.2 WOOD SHEATHING (ALL FOUR SIDES) - - - - -- I I 2x4 PLATE W/ POWDER - ACTUATED FASTENERS (ALL FOUR SIDES) SECTION N _I ELECTRICAL JUNCTION BOX 2x6 FLOOR JOIST (TYP.) L 12" O.C. (RAMP ONLY) A6 13' -0" (2)2x6 FLOOR JOIST 2x6 LEDGER SIMPSON U26 OR EQUAL- [W/ 10d x 1 1/2" NAILS] RAMP SECTION AT EACH 2x6 JOIST EK �3/4p LINE OF ROSTRUM = 1' - BEYOND 5/8" GYPSUM BOARD 2x BLOCKING ROSTRUM FRAMING PLAN 1/4 = 1' -0" SIMPSON U26 OR EQUAL [W/ 10d x 1 1/2" NAILS] AT EACH 2x6 JOIST — N I 2x6 AT 16" O.C. 2x6 LEDGER 2x4 PLATE W/ POWDER -� 1 ACTUATED FASTENERS AT 24" O.C. SECTION G 1 1/2" CUT ENDS OF SUBFLOOR PANELS AND PROVIDE FLOOR STONE. SLOPE TO MATCH RAMP. 2x6 CUT AND SHAPED FOR SLOPE OF RAMP 2x6 PLATE W/ POWDER ACTUATED FASTENERS NOTCH SHAPED 2x6 JOIST TO FIT 1' -0" 2x4 PLATE W/ - POWER ACTUATED FASTENERS AT 24" O.C. 2x BLOCKING CUT TO FIT (2) LAY SUBFLO( 11" 11 7" ROSTRUM FRAMING BEYOND WOOD RISER (TYP.) 1 WOOD TREAD I 2x8 CUT TO FIT L FLOOR LINE 2x4 PLATE W/ POWDER ACTUATED FASTENERS AT 24" O.C. WALL FRAMING 2x6 LEDGER 24 AT 16" O.0 K) SUBFLOOR 1 SHEATHING FIRE - BLOCKING 2x4 PLATE W/ POWDER ACTUATED FASTENERS AT , 24" O.C. FLOOR ELEVATION LINE 100' -0" SECTION (2) LAYERS SUBFLOOR V 1 f ' SECTION L 1 1/2" = 1 , - 0 » SIMPSON U26 OR EQUAL [W/ 10d x 1 1/2" NAILS] AT EACH 2x6 JOIST - AT EACH END 2x6 CUT TO 4 1/2" — FIRE- BLOCKING 2x4 PLATE W/ POWDER ACTUATED FASTENERS AT 24" O.C. SECTION M 1 1/2 = V-0 cN _I r-� ASSOCIATES ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605, S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 aUMBW R. ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF w con Z 0 cry o l 0 �U x a U W H H Gl� Wo T I I I I C N f - ro 0 0 O zl`` of 0 L(') V LL ' r Q co Lo Lo lof NT X N W ry w con Z 0 cry o l 0 �U x a U W H H Gl� Wo Project Number: 591 - 556 -7 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED ROSTRUM Sheet: A6.1 I 00 I CARPET BASE SEE E /A7.1 2x6 RIM JOIST NAILED TO EACH STUD W/ (2) 16d (TYP.) (2) LAYERS SUBFLOOR -� 2x6 JOIST AT 16" O.C. 5/8" GYPSUM BOARD AT WALL TYPE P -15 2x4 AT 16" O.C. 2x6 AT 16" O.C. (2) 16d NAILS - AT EACH 2x6 JOIST (TYPICAL) r) I CV 2x6 RIM JOIST 2x4 AT 16" O.C. 2x4 PLATE W/ POWDER ACTUATED FASTENERS AT 24" O.C. M i CA 0 N I J ELEVATION FLOOR 100' -0" LINE SECTION (2) LAYERS SUBFLOOR 2x6 BLOCKING —\ 2x6 AT 16" O.C. M 1 2x6 RIM JOIST 2x6 BLOCKING 2x6 RIM JOIST WALL TYPE P -4 2x6 BLOCK (2) LAYER SUBFLOOR I M N I d- 2x6 PLATE ACTUATED FASTENERS ACTUATED FASTENERS AT 24" O.C. AT 24" O.C. SECTION (2) LAYERS SUBFLOOR (TYP.) BULLNOSE EDGE (TYP.) 2x6 RIM JOIST (TYP.) (2) LAYERS 2x6 BLOCKING (TYP.) SUBFLOOR EDGE BULL (TYP.) 2x6 RIM JOIST (2) LAYERS - 3' -0" � M 2x6 AT SUBFLOOR r , 16" 0. C. - 2x6 AT AT 16' O.C. 2x6 LEDGER 16" O.C. �I -- CV C14 ( 2x4 AT 16 O.C. - 2x6 AT 16" O.C. 1 2x4 PLATE W/ POWDER SIMPSON U26 OR 2x6 CUT TO ACTUATED EQUAL [W /10d x 4 1/4" FASTENERS AT 1 1/2" NAILS] AT 24" O.C. EACH 2x6 JOIST 1 I 2x4 PLATE W/ ELEVATION FLOOR POWDER ACTUATED E 100' -0" LIN FASTENERS AT - 24" O.C. SECTION (� SECTI,ON B 1 1/2 = 1 -0 v 2x6 AT 16" O.C. Vf N I (2) LAYERS 2x6 CUT TO 4 1 /4" SUBFLOOR 2x4 PLATE W/ POWDER �- ACTUATED FASTENERS AT 24" O.C. D 1 1/2 SECTION 2x12 TOP PLATE (2) LAYERS SUBFLOOR 2x4 AT 16" O.C. (2) LAYERS SUBFLOOR 2x6 BLOCKING 2x6 AT 16" O.C. 2x6 CUT TO 4 1/4" ELEVATION ( FLOOR 100' -0" LINE I I ROSTRUM PANEL I f (2) LAYERS SUBFLOOR 2x6 RIM JOIST 2x6 LEDGER CUT / I TO MATCH SLOPE 2x6 AT 16" O.C. 2x6 CUT TO 4 1/4" N I 2; T I I I I C 0 �L U CD 0 _ - r M 0 Project Number: 591 - 556 -7 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED ROSTRUM Sheet: A6.1 I 00 I CARPET BASE SEE E /A7.1 2x6 RIM JOIST NAILED TO EACH STUD W/ (2) 16d (TYP.) (2) LAYERS SUBFLOOR -� 2x6 JOIST AT 16" O.C. 5/8" GYPSUM BOARD AT WALL TYPE P -15 2x4 AT 16" O.C. 2x6 AT 16" O.C. (2) 16d NAILS - AT EACH 2x6 JOIST (TYPICAL) r) I CV 2x6 RIM JOIST 2x4 AT 16" O.C. 2x4 PLATE W/ POWDER ACTUATED FASTENERS AT 24" O.C. M i CA 0 N I J ELEVATION FLOOR 100' -0" LINE SECTION (2) LAYERS SUBFLOOR 2x6 BLOCKING —\ 2x6 AT 16" O.C. M 1 2x6 RIM JOIST 2x6 BLOCKING 2x6 RIM JOIST WALL TYPE P -4 2x6 BLOCK (2) LAYER SUBFLOOR I M N I d- 2x6 PLATE ACTUATED FASTENERS ACTUATED FASTENERS AT 24" O.C. AT 24" O.C. SECTION (2) LAYERS SUBFLOOR (TYP.) BULLNOSE EDGE (TYP.) 2x6 RIM JOIST (TYP.) (2) LAYERS 2x6 BLOCKING (TYP.) SUBFLOOR EDGE BULL (TYP.) 2x6 RIM JOIST (2) LAYERS - 3' -0" � M 2x6 AT SUBFLOOR r , 16" 0. C. - 2x6 AT AT 16' O.C. 2x6 LEDGER 16" O.C. �I -- CV C14 ( 2x4 AT 16 O.C. - 2x6 AT 16" O.C. 1 2x4 PLATE W/ POWDER SIMPSON U26 OR 2x6 CUT TO ACTUATED EQUAL [W /10d x 4 1/4" FASTENERS AT 1 1/2" NAILS] AT 24" O.C. EACH 2x6 JOIST 1 I 2x4 PLATE W/ ELEVATION FLOOR POWDER ACTUATED E 100' -0" LIN FASTENERS AT - 24" O.C. SECTION (� SECTI,ON B 1 1/2 = 1 -0 v 2x6 AT 16" O.C. Vf N I (2) LAYERS 2x6 CUT TO 4 1 /4" SUBFLOOR 2x4 PLATE W/ POWDER �- ACTUATED FASTENERS AT 24" O.C. D 1 1/2 SECTION 2x12 TOP PLATE (2) LAYERS SUBFLOOR 2x4 AT 16" O.C. (2) LAYERS SUBFLOOR 2x6 BLOCKING 2x6 AT 16" O.C. 2x6 CUT TO 4 1/4" ELEVATION ( FLOOR 100' -0" LINE I I ROSTRUM PANEL I f (2) LAYERS SUBFLOOR 2x6 RIM JOIST 2x6 LEDGER CUT / I TO MATCH SLOPE 2x6 AT 16" O.C. 2x6 CUT TO 4 1/4" N I 2; 21'-0" 3' -4" 5-1" 5-2" 7' -4" GYPSUM BOARD 6" I-6" PAINTED GYPSUM BOARD PAINTED • • • • • • • • • CHAIR RAIL CHAIR RAIL 142A • = SEE B /A7.1 SEE B /A7.1 co • I N BISHOP 142 1 • 141A 0 - BASE WALL WALL • • COVERING A COVERING A B • 6 2 • 0 BASE ELEVATION ELEVATION • • B ¢ w CD 0 • ° • ao 1 /4" 1,_0„ ¢ • `� • in A6.2 • A6.2 • • E 0 • • • CLERK VISUAL DISPLAY BOARD 141 H • 6. FILLER - GROMMETS IN COUNTERTOP TYPICAL OF 3 N ENLARGED BISHOP/ CLERK PLAN co ER 6" TRIM LOCKS AT ALL UPPER CABINETS IN CLERK GYPSUM BOARD PAINTED DRAWER N CERAMIC TI LE I in 1/4 = 1 -U tfISHUF' 1U1, 104 AND CLERK 102, 103 SIMILAR I I N • BABY CHANGING • STATION • • O (6 • A6.2 • V MOTHER'S ROOM • 119 • ❑ WOOD ABOVI CABIN N OTE: • VERIFY LOCATION OF LAVATORY LOCK LOCK 3" CARRIER WITH WALL STUDS. 3' -0" 2' -2" ° CARRIER TO MOUNT DIRECTLY CLR. TO CONCRETE FLOOR. HAND WALL COVERING A BASE ELEVATION WALL 10 LINE N GYPSUM BOARD PAINTED CERAMIC TI LE BABY CHANGING STATION WALL HUNG 1 SINK io I N 119A ® TYP I C FILLET MIRROR PANEI ENLARGED MOTHERS ROOM PLAN 1/4" = 1' -0" 0 N O tD H J U w f 2 U (o O w w z N 0 c ° _J 1 0 J J I r O ' n V) 0 z ¢ Of 0 ¢ (D 0 O N N 2'-0" 0 0 0 e 0 0 o e 0 0 0 e 0 0 DOOR 0 0 0 0 e e e ADJUSTABLE SHELVES (TYPICAL) 0 0 0 0 e e 3/4" FIXED SHELF t O W/ HARDWOOD EDGE e o � DOOR e e o e s o 0 0 O O O O o e 0 0 e e 1/4" BACK 0 0 0 e e — e E BASE 1x BASE FRAMING a 3/ T ON 4 = 0 7' -7 1/2" (VERIFY) 1" I I h ELEVATION COORDINATE LOCATION OF VISUAL DISPLAY BOARD AND MOUNTING BLOCKING WITH MECHANICAL DUCT FILE CABINET GYPSUM (N.I.C.) BOARD PAINTED 7 CHAIR RAIL 2' -0" x 5'- SEE B /A7.1 MIRROR H SIM. T CHAIR RAIL 6. 6. BEYOND SEE B /A7.1 DRAWER _ WALL I WALL COVERING A to COVERING A 1 BASE CARPET BA'.'" LV 10" 4' -6" 3' -6" 2' -8" ELECTRICAL ELEVATION OUTLETS ELEVATION NOTE: ROOM 150, REVERSED ELEVATION CABINET ELEVATIONS ROOM [1501 1511 K 1/4" = 1' -0" FRAMING SECTI ON 0 3/ 4 = 0 SHELF W/ _DGE BOOK STORAGE CABINET WALL LINE V J/ 1" WOOD PANE_ ABOVE CABINET LOCK TYPICAL HANDLES TYPICAL FILLER PANEL I i� — 12' -0" (VERIFY) CABINET ELEVATIONS ROOM F12 01 1124 L 1 /4" = 1' -0" SECT19N 0 3/ 4 = 1 SHELF " WOOD PANEL ABOVE CABINET -� LOCK —� TYPICAL HANDLES TYPICAL FILLER PANEL I i� GYPSUM BOARD PAINTED VISUAL DISPLAY BOARD CHAIRRAIL SEE B /A7.1 WALL COVERING A MECHANICAL GRILLE - SEE SHEET M1.1 o e o e o e 0 0 e o o to to - -a o e 0 0 0 3/4" 2' - 1 1/4" 'SUM BOARD N TED A TION DOOR ADJUSTABLE SHELVES BACK 1x4 CONT. MOUNTING STRIP W/ 1/4" DIA. SCREWS AT 16" O.C. TOP AND BOTTOM INTO STUDS COUNTER TOP AND SPLASH 1' -6 DRAWER FRONT SUPPORT BEYOND BASE ADHESIVE SECT1 O 0 3/ 4 = 1 6' -1 1/2" (VERIFY) CABINET ELE ROOM M ADJUST DOOR HEIGHT AND /OR THRESHOLD SWEEP HEIGHT FOR 1/8" COMPRESSION WHEN CLOSED CARPET DOOR EXTRUDED d ALUMINUM THRESHOLD i SOUND S T'� HRESH " �0 i CONCRETE SLAB LD DETAIL AIR RAIL B /A7.1 LL VERING A 3" MAXIMUM Z NOTE: PROVIDE c� Z 5 SHELVES C N — 3/4" ADJUSTABLE SHELVES WITH 0 PROTECTIVE EDGES z (TYP) Z r- O ry O 72" ADJUSTABLE 0 STANDARDS s — MOUNTED TO STUDS MAX. 3' -0" Of SPACING X r� �r SHELF DEPTH ti DIMENSION W � o X 7 WW ry I 0 } a� \� \ I \\ F\ i i 1 1 I ill I 4. d. J 4 \ �. I i� — 12' -0" (VERIFY) CABINET ELEVATIONS ROOM F12 01 1124 L 1 /4" = 1' -0" SECT19N 0 3/ 4 = 1 SHELF " WOOD PANEL ABOVE CABINET -� LOCK —� TYPICAL HANDLES TYPICAL FILLER PANEL I i� GYPSUM BOARD PAINTED VISUAL DISPLAY BOARD CHAIRRAIL SEE B /A7.1 WALL COVERING A MECHANICAL GRILLE - SEE SHEET M1.1 o e o e o e 0 0 e o o to to - -a o e 0 0 0 3/4" 2' - 1 1/4" 'SUM BOARD N TED A TION DOOR ADJUSTABLE SHELVES BACK 1x4 CONT. MOUNTING STRIP W/ 1/4" DIA. SCREWS AT 16" O.C. TOP AND BOTTOM INTO STUDS COUNTER TOP AND SPLASH 1' -6 DRAWER FRONT SUPPORT BEYOND BASE ADHESIVE SECT1 O 0 3/ 4 = 1 6' -1 1/2" (VERIFY) CABINET ELE ROOM M ADJUST DOOR HEIGHT AND /OR THRESHOLD SWEEP HEIGHT FOR 1/8" COMPRESSION WHEN CLOSED CARPET DOOR EXTRUDED d ALUMINUM THRESHOLD i SOUND S T'� HRESH " �0 i CONCRETE SLAB LD DETAIL AIR RAIL B /A7.1 LL VERING A 3" MAXIMUM Z NOTE: PROVIDE c� Z 5 SHELVES C N — 3/4" ADJUSTABLE SHELVES WITH 0 PROTECTIVE EDGES z (TYP) Z r- O ry O 72" ADJUSTABLE 0 STANDARDS s — MOUNTED TO STUDS MAX. 3' -0" Of SPACING SEE FINISH X r� SCHEDULE FOR SHELF DEPTH ti DIMENSION VARIES (FIELD MEASURE) BASE FLOOR LINE SECT19N J 3/4 = 1 PREFORMED COUNTERTOP J (2) 3/4" PLYWOOD BRACE SUPPORT BASE SECTION _ .- • A ■ ■ ■ ■ ■ ■ ■ � ��d i � �i ►i 0 ►�i' ► i O�� ► i �i � i � i � i� i � i �i�i ON i mommmi■�� r ASSOCIATES aF_ ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF ID Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED BISHOP, CLERK AND MOTHERS ROOM Sheet: A6.2 NATIONS Z � c� Z w 0 C N � �: 0 z 0 Z r- O ry O J 0 ti s — T 0 cfl Of X r� ti .J M W � X WW ry Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED BISHOP, CLERK AND MOTHERS ROOM Sheet: A6.2 NATIONS L � c� Z w 0 C o o xU a U H F W4 con W 0 0-4 W Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED BISHOP, CLERK AND MOTHERS ROOM Sheet: A6.2 NATIONS i i C _O a U y I 0 } a� o I CU Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED BISHOP, CLERK AND MOTHERS ROOM Sheet: A6.2 NATIONS 2' -6" 2' -4" 2' -6" 1 , 8' -2 1/4" 2' -1 3/4" oD 0 0 K MECH. CHASE A K 2 s o agQ w oo?� ASSOCIATES I• � ARCHITECTURE i 1152 BOND AVENUE - Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 Cj LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. s 0 • • • • • • • 1 1 • • • • • e • • • • e • • • • • • 1605. S. Woodruff Ave. • • Idaho Falls, Idaho 83401 Voice (208) 529 -9504 GRAB - I • ¢ �/ CIVIL ENGINEERING _[� B < GYPSUM BOARD TOILET The Dyer Group LLC GYPSUM BOARD PAINTED GYPSUM BOARD PAINTED 310 N. 2nd E. Ste. 153 a e �' TOILET PAINTED COMPARTMENTS w GRAB Rexburg, Idaho 83440 • v • BARS ° COMPARTMENTS = Voice (208) 656 -8800 • \ • o — TANNER T SMI IT TH BARFU & _ LO • / I Stru Engineers ' BY \ - • - 233 North 1250 West #201 • CHANGING w • ::; BABY Bountiful, Utah 84014 • STATION � / • v /CHANGING voice (aot) 298-8795 1 O C ia ) (� MECHANICAL ENGINEERING _ o • = o STATION ENGINEERED SYSTEMS ASSOC. cV A7 2 Pocatello, Idaho 83204 I • f - / / / / / / _ \ \ \ = 315 West Center WOMEN M o o > I Voice (208) 233 -0501 • • 6' - 0 " © r Fax (801) 233 -0529 • 52 \ °' • MEN CERAMIC TILE O / ELECTRICAL ENGINEERING • / _ \ PocateloCenter st. l 83201 C - • 153 , oo ERAMIC TILE 1823 E. C Center O Fax (2 6.3 • Voice 08) 232 2 -1 4435 • "� � o 08) -15 • Q F D ° _ I ACOUSTICAL ENGINEERIN F URINAL TOILET • �, • —// J SPECTRUM + BENNION 175 South Main St., Suite 300 ° • COMPARTMENT Salt Lake City, UT. 84111 - ' o — • / C OPP� CERAMIC TILE oc Voice (801) 328 -5151 6. Fax (208) 232 -1435 . „ e ELEVATION @ 4 — y ATION ' ELEVATION 5 0 DIA. CLEAR ' ` 1 /4 = 1 - 0 1 - 0o • ASSOCIATES • • A6.3 BR NT A. McFARLAND AR -2561 • A6.3 e E I E OPP. 7 SHELF TYP. 9" 8' -3" 1 8' -3 4' - IDAHO SHELF WALL MOUNTED LIGHT 1 153 ( ) WALL MOUNTED STATE OF • • • GYPSUM BOARD 24" x 38" MIRROR (TYP.) LIGHT FIXTURE PAINTED GYPSUM BOARD GYPSUM BOARD 2' -0" x 5' - 0 " EDGE 2' -0" x 5' -0" PAINTED ,, PAINTED MIRROR STRIP MIRROR 6 N � N 3 -0 152 \ SHELF WALL 127 N L.L MOUNTED CERAMIC ENLARGED RESTR00M SHELF _ SINK TILE 24" x 34" 0 ~ O \ _ = MIRROR 0 z r" w AREA PLAN - _ 1 zo 1 _ _ I WALL 0 - 1 4" - 1' -0" � o = �- / -I 2' -0" x 5' -0" o ` o MOUNTED J ti �rj MIRROR N N SINK 0 n BABY CHANGING TILEAMIC = Of Q X M w w STATION —� I.{') U) Of NOTE: I VERIFY LOCATION OF LAVATORY CERAMIC d' CARRIERS WITH WALL STUDS ELEVATION TILE E LE VA TION E LE VA TION E LE VA TI ON X • e e e e • TO CARRIERS FLOOR DIRECTLY 1/4" 1 -0 1 /4 = 1 -0 1 /4 1 -0 J/ W E F »_ , _ 127 F. D. • ('on A6.3 G • • GYPSUM BOARD - w z • ❑ PAINTED GYPSUM BOARD � PAINTED o >i TODDLER CERAMIC TILE • TODDLER ,- RESTROOM WALL 36" CUSTODIAL EDGE 127 MOUNTED GYPSUM BOARD UTILITY SHELF .o x TILE GYPSUM BOARD U STRIP GYPSUM HANDICAPPED SINK PAINTED PAINTED l BOARD 4' -0" PAINTED _ 60" HIGH CERAMIC ACCESSIBLE TILE BACKSPLASH E.W.C. w CERAMIC CERAMIC = ON 2 WALLS = ( BABY CHANGING x �, STATION CD H w TILE o o TILE SERVICE BASIN o ¢ LO WRAP SISAL W O ENLARGED 0 I 0 " AND CHAIR RAIL �1 TODDLER R E S TO O M AROUND CORNER PAVER TILE BASE PAVER TILE ON = FLOOR UNDER Q FOUNTAINS ELEY ATION ELEVATION LEY ATION LEY ATION ELEVATION 1/ w H _0 „ J @* -0» Q _ „ � 159 ry C Q o a O P.R.V. cn = o FIRE RISER } w ROOM w 1 (n 159 w O F.D. Q o: BABY CHANGING STATION = ELEC. Project Number: 591 - 556 -7 PANEL 5' -0” DIA CLEAR Plan Series: Z CUSTODIAN BABY CHANGING / -PAPER TOWEL H ER - TRA - 9 8 - C14 • � STATION DISPENSER Property Number: • 54” MIN. _j UTILITY VISUAL • M 157 GYPSUM BOARD 24" x 38" E -- GYPSUM BOARD „ CERAMIC TILE 591 - 5568 -77 o DISPLAY MIRROR NOT SHOWN = SHELF BOARD • z (6 6 (0 c� FOR CLARITY 42 12 A6.3 PAINTED PAINTED ' 112" Sheet Title: J GRAB e a A ¢ CERAMIC _ CERAMIC TILE 39 -41 � <�! )16 BARS • P EDGE TILE TI LE 157A M ENLARGED GRAB BARS 36 RESTROOMS o e / STRIP 1 _0 Q 00 ( GRAB BAR GRAB BARS � A7.2 7 _ AND CUSTODIAL Z 111 ❑ „ o AREA •••e•• •e••• _= 6 I I =I Q N r) L M F. D. ° SERVICE EDGE M N i * , _ � / BASIN STRIP - WALL MOUNTED TOILET PAPER 36" MAX. SINK DISPENSER Q ENLARGED CUSTODIAL ENLARGED R ESTR OOM TYPICAL ACCESSORY AREA PLAN AREA PLAN LEVATION ELEVATION ELEVATION MOUNTING LOCATION Sheet: 3 „ q. 0 1/4,> & E 4„ J/ F\ 1/4" = 1' -0 0 A6.3 N LO r 1 I I I I I I WALL MOUNTED I I I (T - - � FIRE EXTINGUISHER I II 0 I RANGE II I LL I I 1 I I 6.4 Li �u �6 am 1168 I j NOTCH COUNTER TOP TO FIT SNUG AROUND DOOR FRAMES AT DOORS SERVING AREA 114 I I I I 114A VISUAL DISPLAY BOARD ENLARGED SERVING AREA 1 1/4 = 1' -0" 0 0 CD Q J Q U U Q 0 U) F- w w Q w w z N 0 J J 0 J J I t` 0 <n U z a Of 0 vi Q LO 0 0 0 N n CV In 0 I M WALL LINE COUNTER TOP AND SPLASH �1 1/2" x- 3/4" DOOR ADJUSTABLE SHELF BASE (TYP.) 1x BASE FRAMING @a I CV 0 I WALL LINE USTABLE SHELVES ACKETS 2' -1 1/4" SINK COUNTER TOP AND SPLASH s 1 1/2" 3/4" 1' -11 3/4- FALSE DRAWER / FRONT SINK DOOR BASE z 1x BASE FRAMING SECTION L 3/4 91 = 1 - 0 " ROOM 145 3 1/2" 0 I og 19N 1' -11 3/ 1 1/2'- A 1/4 = 1 LE 1/ ! LEVATION COUNTER TOP #�-1 1/2" 2 "x 3" STEEL TUBE - PAINTED LEDGER DOOR FRAME BEYOND 1 1/2" DIVIDER ADHESIVE 0 I 1 1/2" VERTICAL LEG —' ELEVATION B 1 / 4 " = 1 ,_ O „ WALL LINE COUNTER TOP AND SPLASH t- 1 1/2' BACK ADJUSTABLE SHELF RM 1 x BASE FRAMING G i / ; 3 ON = 1' M H J K A6.4 A6.4 A6.4 0 A6.4 FILLER " , " ^ 0 „" .# ' n ,." .I ," " ,-r*II I FR BASE a I L THREE \\�1' -11 3/4" COMPARTMENT 1 1/2" SINK ELEVATION C 1 /4 = 1' -0" EL ABOVE OARD I P P - A6.4 A6.4 1x4 CONT. MOUNTING ^ 1' - 2" 1x4 CONT. MOUNTING STRIP W/ 1/4 "DIA. SCREWS STRIP W/ 1/4 "DIA. SCREWS L o 0 tD AT 16" O.C. TOP ° o p AT 16" O.C. TOP o N ° ° AND BOTTOM INTO STUDS AND BOTTOM INTO STUDS ° ° DOOR WHERE ` DOOR WHERE o APPLICABLE e APPLICABLE ADJUSTABLE SHELF 1\ —ADJUSTABLE SHELF (VERIFY NUMBER O N NUMB R O ELEVATIO _ C) WALL LINE o WALL LINE ' / " I COUNTER TOP 2 -1 1 4 "' 2' -1 1/4" AND SPLASH .- COUNTER TOP AND SPLASH a 1 1/2" 1 1/2" - �- 3/4" 7777T FALSE DRAWER DOOR FRONT ° 1' -11 3/4" SINK o 1' -11 3/4' o 0 0 ° ° o DOOR ° . ADJUSTABLE SHELF BASE BASE All 0 0 d- � 1x BASE FRAMING 1x BASE FRAMING SECTION @ 19N H 3/4 = 1 0 /4 = 1 LIGHT FIXTUf MOUN' ON W, (3) ADJUSTABLE SHELVES ON SHELF BRACKETS GYPSUM BOARD PAINTED SINGLE COMPARTMENT SINK :R D 1/4" = 1 LELE -! ROOM .145 DRAWERS P11 1 1x4 CONT. MOUNTING ° STRIP W/ 1 /4 "DIA. SCREWS 0 1' -2" o AT 16" O.C. TOP AND BOTTOM INTO STUDS ° DOOR WHERE ° APPLICABLE (2) ADJUSTABLE SHELVES (VERIFY WITH ELEVATION NUMBER OF SHELVES) WALL LINE COUNTER TOP AND SPLASH DRAWER 2' -1 1/4" FRONTS (TYPICAL) Ci z d- 1' -11 3/4" a c� W BASE 1x BASE FRAMING SECTION K 3/4„ = 1' 0 ASSOCIATES o ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, MAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328-5151 Fax (208) 232 -1435 -3 ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO � N � Z 0 0 0 Z (` Oo a 0 ti WOOD PAN 00 CU ti ry F- _ 0') :D w w L CABINETS � W L.L- GYPSUM B LOCK I N ° LOCK o w RANGE - - — � I BASE - 1' -6" 1' -3 4' -6" 1' -6" 2' -6" 1' -6" FILLER a I L THREE \\�1' -11 3/4" COMPARTMENT 1 1/2" SINK ELEVATION C 1 /4 = 1' -0" EL ABOVE OARD I P P - A6.4 A6.4 1x4 CONT. MOUNTING ^ 1' - 2" 1x4 CONT. MOUNTING STRIP W/ 1/4 "DIA. SCREWS STRIP W/ 1/4 "DIA. SCREWS L o 0 tD AT 16" O.C. TOP ° o p AT 16" O.C. TOP o N ° ° AND BOTTOM INTO STUDS AND BOTTOM INTO STUDS ° ° DOOR WHERE ` DOOR WHERE o APPLICABLE e APPLICABLE ADJUSTABLE SHELF 1\ —ADJUSTABLE SHELF (VERIFY NUMBER O N NUMB R O ELEVATIO _ C) WALL LINE o WALL LINE ' / " I COUNTER TOP 2 -1 1 4 "' 2' -1 1/4" AND SPLASH .- COUNTER TOP AND SPLASH a 1 1/2" 1 1/2" - �- 3/4" 7777T FALSE DRAWER DOOR FRONT ° 1' -11 3/4" SINK o 1' -11 3/4' o 0 0 ° ° o DOOR ° . ADJUSTABLE SHELF BASE BASE All 0 0 d- � 1x BASE FRAMING 1x BASE FRAMING SECTION @ 19N H 3/4 = 1 0 /4 = 1 LIGHT FIXTUf MOUN' ON W, (3) ADJUSTABLE SHELVES ON SHELF BRACKETS GYPSUM BOARD PAINTED SINGLE COMPARTMENT SINK :R D 1/4" = 1 LELE -! ROOM .145 DRAWERS P11 1 1x4 CONT. MOUNTING ° STRIP W/ 1 /4 "DIA. SCREWS 0 1' -2" o AT 16" O.C. TOP AND BOTTOM INTO STUDS ° DOOR WHERE ° APPLICABLE (2) ADJUSTABLE SHELVES (VERIFY WITH ELEVATION NUMBER OF SHELVES) WALL LINE COUNTER TOP AND SPLASH DRAWER 2' -1 1/4" FRONTS (TYPICAL) Ci z d- 1' -11 3/4" a c� W BASE 1x BASE FRAMING SECTION K 3/4„ = 1' 0 ASSOCIATES o ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, MAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328-5151 Fax (208) 232 -1435 -3 ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO P 'z 6.4 WOOD TRIM - STAINED ° 1x4 CONT. MOUNTING 2x2 BLOCKING ATTACHED ACOUSTICAL TILE STRIP W/ 1/4" SCREWS TO CEILING WHERE OCCURS AT 16" O.C. TOP CEILING LINE o ° . ti. I AND BOTTOM INTO STUDS M ° o U DOOR o 0 ° ° ° d (2) ADJUSTABLE SHELVES (( m ° VERIFY WITH ELEVATION NUMBER OF SHELVES) cc WALL LINE Project Number: COUNTER TOP 2' -1 1/4" /11 1 /g" v 591 - 556 -77 1/ 4" CO Plan Series: a COUNTERTOP / HER- TRA -98 -13 - -1 1/2" 3/8" Property Number: 3/4" 591 - 5568 -77 3/4" W/ FINISHED EDGES Sheet Title: 3 " 3;4 '1 /2 „ ENLARGED s SERVING AREA ° HARDBOARD VERTICAL - WOOD PANEL TO MATCH CABINETS "x 3" SIDES (REMOVABLE) (2) LAYERS RABBETED INTO WOOD 2x 1/4" STEEL DIVIDERS SMOOTH BOTH 1x4 CONTINUOUS 3/4" SUBSTRATE 2x2 BACKING ATTACHED N MEMBER TOP AND TUBE PAINTED ., STEEL PLATE TO TOP OF CABINET BOTTOM (EQUALLY 1 x 2 x 3 SPACED) 3/4 "x 1 1 /4" 3/16" LEDGER. SCREW WELDED TO TUBE. SCREW CABINET UNIT BASE TO TUBE TO CABINET EACH END SECTI ON COUNTER TOP DETAIL DETAIL Sheet: M 3/4., = O„ A6.4 FIRE EXTINGUISHER �--- GYPSUM BOARD - PAINTED �-- GYPSUM BOARD - PAINTED � N � Z 0 0 0 Z (` Oo a 0 ti Z 00 CU ti ry F- _ 0') :D w w L of � W L.L- P 'z 6.4 WOOD TRIM - STAINED ° 1x4 CONT. MOUNTING 2x2 BLOCKING ATTACHED ACOUSTICAL TILE STRIP W/ 1/4" SCREWS TO CEILING WHERE OCCURS AT 16" O.C. TOP CEILING LINE o ° . ti. I AND BOTTOM INTO STUDS M ° o U DOOR o 0 ° ° ° d (2) ADJUSTABLE SHELVES (( m ° VERIFY WITH ELEVATION NUMBER OF SHELVES) cc WALL LINE Project Number: COUNTER TOP 2' -1 1/4" /11 1 /g" v 591 - 556 -77 1/ 4" CO Plan Series: a COUNTERTOP / HER- TRA -98 -13 - -1 1/2" 3/8" Property Number: 3/4" 591 - 5568 -77 3/4" W/ FINISHED EDGES Sheet Title: 3 " 3;4 '1 /2 „ ENLARGED s SERVING AREA ° HARDBOARD VERTICAL - WOOD PANEL TO MATCH CABINETS "x 3" SIDES (REMOVABLE) (2) LAYERS RABBETED INTO WOOD 2x 1/4" STEEL DIVIDERS SMOOTH BOTH 1x4 CONTINUOUS 3/4" SUBSTRATE 2x2 BACKING ATTACHED N MEMBER TOP AND TUBE PAINTED ., STEEL PLATE TO TOP OF CABINET BOTTOM (EQUALLY 1 x 2 x 3 SPACED) 3/4 "x 1 1 /4" 3/16" LEDGER. SCREW WELDED TO TUBE. SCREW CABINET UNIT BASE TO TUBE TO CABINET EACH END SECTI ON COUNTER TOP DETAIL DETAIL Sheet: M 3/4., = O„ A6.4 FIRE EXTINGUISHER �--- GYPSUM BOARD - PAINTED �-- GYPSUM BOARD - PAINTED � w O Z 0 q o x a U w �D W H � WO w P 'z 6.4 WOOD TRIM - STAINED ° 1x4 CONT. MOUNTING 2x2 BLOCKING ATTACHED ACOUSTICAL TILE STRIP W/ 1/4" SCREWS TO CEILING WHERE OCCURS AT 16" O.C. TOP CEILING LINE o ° . ti. I AND BOTTOM INTO STUDS M ° o U DOOR o 0 ° ° ° d (2) ADJUSTABLE SHELVES (( m ° VERIFY WITH ELEVATION NUMBER OF SHELVES) cc WALL LINE Project Number: COUNTER TOP 2' -1 1/4" /11 1 /g" v 591 - 556 -77 1/ 4" CO Plan Series: a COUNTERTOP / HER- TRA -98 -13 - -1 1/2" 3/8" Property Number: 3/4" 591 - 5568 -77 3/4" W/ FINISHED EDGES Sheet Title: 3 " 3;4 '1 /2 „ ENLARGED s SERVING AREA ° HARDBOARD VERTICAL - WOOD PANEL TO MATCH CABINETS "x 3" SIDES (REMOVABLE) (2) LAYERS RABBETED INTO WOOD 2x 1/4" STEEL DIVIDERS SMOOTH BOTH 1x4 CONTINUOUS 3/4" SUBSTRATE 2x2 BACKING ATTACHED N MEMBER TOP AND TUBE PAINTED ., STEEL PLATE TO TOP OF CABINET BOTTOM (EQUALLY 1 x 2 x 3 SPACED) 3/4 "x 1 1 /4" 3/16" LEDGER. SCREW WELDED TO TUBE. SCREW CABINET UNIT BASE TO TUBE TO CABINET EACH END SECTI ON COUNTER TOP DETAIL DETAIL Sheet: M 3/4., = O„ A6.4 FIRE EXTINGUISHER �--- GYPSUM BOARD - PAINTED �-- GYPSUM BOARD - PAINTED C. I 0 in 0 co a J Q U w U w a 0 0 w w <n w Q w w z N 0 0 J J I 0 n In CD z 3. Q co D D n` co I 0 I 13' -2" ENLARGED MATERIALS ,CENTER PLAN A e}' 1x4 FRAMING 11 '— 3/4" 3/4" BACK FINISHED BOTH SIDES FINISHED BACK ADJUSTABLE SHELF L�A� 1x BASE FRAMING TI ON 0 5 3/ 4 = 0 FURR DOWN SOFFIT VISUAL DISPLAY ABOVE CABINET �— BOARD -- — 0 F n ELEVATION I COUNTE ELECTRI OUTLET (ONE SI ONLY) V-101/4' ADJUSTABLE SHELVES (TYP.) REMOVABLE DIVIDERS M ,A6.5 ,— ELECTRICAL PANEL GYPSUM BOARD PAINTED CHAIR RAIL SEE B /A7.1� 6' -0" �, S -0" @jE Y TION 4' -1 3/4 1' -10 1/4' 2' -6" COUNTER TOP 1x4 FRAMING WOOD MEMBER REMOVABLE VERTICAL DIVIDERS RABBETTED INTO WOOD MEMBER TOP AND BOTTOM (9 EQUAL SPACES) 3/4 %]] " 3/4" N 2' -4 1/2" I BASE 1x BASE' 4" FRAMING RGIVIV VFIDLG UI VIUGRS ELEVATION c ELEVATION (� ELEY TION A SECTION E 3/4 = 1' -0" r 3/4" = 1' -0" `� 3/4" = -O" H 3 / 4 „ = O �, 3/4" BACK FINISHED 1 SIDE \ 2' -1 1/4" 0 1— I ( DRAWERS z d' 3" TYPICAL 1 1/2" 3/4 c� w 6 W v lil DRAWER FRONTS (TYP.) — CHAIR RAIL I Q i Q J C e COUNTER TOP SECTION L 3/4 = 1 - o i WOOD PANEL N ABOVE CABINET A6. /,-- ADJUSTABLE SHELVES GYPSUM BOARD PAINTED CHAIR RAIL SEE B/A7.1 WOOD PANEL ABOVE CABINETS x co I i� BASE WALL COVERING A 12'_0" BASE (6) EQUAL DIVISIONS Y TION p P - - 6.4 —1X4 CONT. MOUNTING 1x4 CONT. MOUNTING STRIP "W/ 1 /4 "DIA. SCREWS o o STRIP W/ 1 /4 "DIA. SCREWS AT 16 O.C. TOP AND AT 16" O.C. TOP AND BOTTOM INTO STUDS F— BOTTOM INTO STUDS OPEN FRONT ADJUSTABLE SHELVES 0 0 OPEN FRONT ° o REMOVABLE VERTICAL DIVIDERS e o RABBETED INTO e e SHELVES TOP & BOTTOM o 0 (12 EQUAL SPACES) 0 0 e o o ° e 0 0 e e e e 0 0 o e ADJUSTABLE SHELVE BACK BACK e o e o ° —BASE d BASE 1x BASE FRAMING 1x BASE FRAMING SECTION 3/4" = 1' -0" SEI N 3/4 - GYPSUM BOARD PAINTED ►�� N � IN IN 0 01 IN 0 0 z 0�. F n ELEVATION I COUNTE ELECTRI OUTLET (ONE SI ONLY) V-101/4' ADJUSTABLE SHELVES (TYP.) REMOVABLE DIVIDERS M ,A6.5 ,— ELECTRICAL PANEL GYPSUM BOARD PAINTED CHAIR RAIL SEE B /A7.1� 6' -0" �, S -0" @jE Y TION 4' -1 3/4 1' -10 1/4' 2' -6" COUNTER TOP 1x4 FRAMING WOOD MEMBER REMOVABLE VERTICAL DIVIDERS RABBETTED INTO WOOD MEMBER TOP AND BOTTOM (9 EQUAL SPACES) 3/4 %]] " 3/4" N 2' -4 1/2" I BASE 1x BASE' 4" FRAMING RGIVIV VFIDLG UI VIUGRS ELEVATION c ELEVATION (� ELEY TION A SECTION E 3/4 = 1' -0" r 3/4" = 1' -0" `� 3/4" = -O" H 3 / 4 „ = O �, 3/4" BACK FINISHED 1 SIDE \ 2' -1 1/4" 0 1— I ( DRAWERS z d' 3" TYPICAL 1 1/2" 3/4 c� w 6 W v lil DRAWER FRONTS (TYP.) — CHAIR RAIL I Q i Q J C e COUNTER TOP SECTION L 3/4 = 1 - o i WOOD PANEL N ABOVE CABINET A6. /,-- ADJUSTABLE SHELVES GYPSUM BOARD PAINTED CHAIR RAIL SEE B/A7.1 WOOD PANEL ABOVE CABINETS x co I i� BASE WALL COVERING A 12'_0" BASE (6) EQUAL DIVISIONS Y TION p P - - 6.4 —1X4 CONT. MOUNTING 1x4 CONT. MOUNTING STRIP "W/ 1 /4 "DIA. SCREWS o o STRIP W/ 1 /4 "DIA. SCREWS AT 16 O.C. TOP AND AT 16" O.C. TOP AND BOTTOM INTO STUDS F— BOTTOM INTO STUDS OPEN FRONT ADJUSTABLE SHELVES 0 0 OPEN FRONT ° o REMOVABLE VERTICAL DIVIDERS e o RABBETED INTO e e SHELVES TOP & BOTTOM o 0 (12 EQUAL SPACES) 0 0 e o o ° e 0 0 e e e e 0 0 o e ADJUSTABLE SHELVE BACK BACK e o e o ° —BASE d BASE 1x BASE FRAMING 1x BASE FRAMING SECTION 3/4" = 1' -0" SEI N 3/4 - GYPSUM BOARD PAINTED @I J/ TION ° NOT TO USED SECTION ASSOCIATES I ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328-5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO ►�� N � Z 0 01 IN 0 0 z rte- O ° J W� 0 z 0 J OC� — ( � Ir T C/� ��. J W 0 @I J/ TION ° NOT TO USED SECTION ASSOCIATES I ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328-5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED MATERIAL CENTER Sheet: A6.5 ^ ^'JNTER TOP N � Z 0 0 0 0 z rte- O ° J Q rL z 0 J OC� — ( � Ir T C/� � m Ww J W 0 U-) W -J m U c — G X �W I.L Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED MATERIAL CENTER Sheet: A6.5 ^ ^'JNTER TOP w 0 Z 0 U 0 o x U CL U W H H C/� W 0 w U Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED MATERIAL CENTER Sheet: A6.5 ^ ^'JNTER TOP 0 U a� 0 a� �o 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ENLARGED MATERIAL CENTER Sheet: A6.5 ^ ^'JNTER TOP I ir. ELEVATION TOP OF 114' -3 1/2" WALL 0 .. �° ASSOCIATES a ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC, 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. B4111 Voice (801) 328 -5151 Fax (208) 232 -1435 a \ASSOCIATES A. MCFARLAND AR -2561 s Lr 2' -5 1/4" TOP OF ELEVATION WALL FRAMING 114'-31 J SIM. ao 5/8" GYPSUM BOARD (LAYERED) WITH METAL EDGES ON ALL EXPOSED ENDS OF GYPSUM BOARD N (TYP.) 5/8" GYPSUM BOARD BOTTOM OF ELEVATION FRAMING 110' -9" 3/4" SHEATHING 0 co 0 to a UJ J Q v 0 a co 0 V) w w w 0 Q Q Li w z N 0 J J 0 J J Q z to 2x6 FRAMING WITH SIMPSON LS50 OR EQUAL [W/ 10d x 1 1/2" NAILS] AT EACH 2x6 JOIST EACH END N WALL TYPE P -1 i M r I:1e)�y.I�1I III aI1L Eel 5 30ARD METAL XPOSED JM BOARD ( = i s— O pp 6' -1 1/4" � sE J SIM. A4.3 WALL TYPE P -1 5/8" GYPSUM BOARD 3/4" SHEATHING ELEVATION BOTTOM 110' -9" OF FRAMING ELEVATION BOTTOM 109' -2" OF FRAMING ELEVATION 102' -3 * 1/2" SOUND EQUIPMENT CABINET SEE A /E4.2 TRUM 6 (2) 2x4 TOP PLATE (2) 1 3/4" x 5 1/2" LVL 2x4 BOTTOM PLATE LIGHT FIXTURE 7z 5/8" GYPSUM BOARD UPPER ROSTRUM FLOOR NO L EVATION MAIN ROSTRUM ' - 2 FLOOR ELEVATION 5/8" GYPSUM BOARD (TYP,) F WALL TYPE P -8 2xl!3 BLOCKING (2) 2x4 TOP PLATE 0 0 LIGHT FIXTURE 5/8" GYPSUM BOARD (LAYERED) WITH METAL EDGES ON ALL EXPOSED ENDS OF GYPSUM BOARD (TYP.) 5/8" GYPSUM BOARD 2x6 JOISTS AT 16" O.C. 2x4 BLOCKING WALL TYPE P -1 2x4 BLOCKING p SE I 2x4 FRAMING SECTION 1 1 /2" = 1' - 0 " WOOD FRAMING 5/8" GYPSUM BOARD FIRESTOP SLOPED 2x BLOCKING SLOPED 2x FRAMING FIRESTOP AT � SLOP CORRIDOR CEILING FRAMING 2x WALL FRAMING TYPICAL 2x BLOCKING ALL AROUND SHEET METAL FLANGE - 2 x 2 x CONTINUOUS AROUND DUCT LINED SHEET METAL DUCT FIRESTOP AT H VERTICAL DUCT CHASE FIRE J 1» = 1 9 -0 99 2x FIRE BLOCKING AT ® 10' -0" WALL FRAMING 5/8" GYPSUM BOARD Air, M311 Z 5/8" GYPSUM BOARD F w 0 I N (LAYERED) WITH METAL L) xU Q = Q EDGES ON ALL EXPOSED ti o"r J � r � zo ENDS OF GYPSUM BOARD _ LO 0 ' (TYP.) L.L. LO Q X � (2) LAYERS SUBFLOOR L d c � G X 2x6 JOIST AT 16" O.C. (2) LAYERS SUBFLOOR LL. a� 2x6 JOIST AT 16" O.C. 0 UPPER UPPER ao J ROSTRUM — oo ROSTRUM ELEVATION FLOOR LINE 1�2VA3I0�2„ — 2x6 RIM JOIST " FLOOR LINE O2" 1 a 2x6 RIM JOIST a� A MAIN M m A MAIN A6.1 ROSTRUM ELEVATION 0 A6.1 ROSTRUM ELEVATION \ FLOOR LINE 101' -2" Y FLOOR LINE 101' -2" ( = i s— O pp 6' -1 1/4" � sE J SIM. A4.3 WALL TYPE P -1 5/8" GYPSUM BOARD 3/4" SHEATHING ELEVATION BOTTOM 110' -9" OF FRAMING ELEVATION BOTTOM 109' -2" OF FRAMING ELEVATION 102' -3 * 1/2" SOUND EQUIPMENT CABINET SEE A /E4.2 TRUM 6 (2) 2x4 TOP PLATE (2) 1 3/4" x 5 1/2" LVL 2x4 BOTTOM PLATE LIGHT FIXTURE 7z 5/8" GYPSUM BOARD UPPER ROSTRUM FLOOR NO L EVATION MAIN ROSTRUM ' - 2 FLOOR ELEVATION 5/8" GYPSUM BOARD (TYP,) F WALL TYPE P -8 2xl!3 BLOCKING (2) 2x4 TOP PLATE 0 0 LIGHT FIXTURE 5/8" GYPSUM BOARD (LAYERED) WITH METAL EDGES ON ALL EXPOSED ENDS OF GYPSUM BOARD (TYP.) 5/8" GYPSUM BOARD 2x6 JOISTS AT 16" O.C. 2x4 BLOCKING WALL TYPE P -1 2x4 BLOCKING p SE I 2x4 FRAMING SECTION 1 1 /2" = 1' - 0 " WOOD FRAMING 5/8" GYPSUM BOARD FIRESTOP SLOPED 2x BLOCKING SLOPED 2x FRAMING FIRESTOP AT � SLOP CORRIDOR CEILING FRAMING 2x WALL FRAMING TYPICAL 2x BLOCKING ALL AROUND SHEET METAL FLANGE - 2 x 2 x CONTINUOUS AROUND DUCT LINED SHEET METAL DUCT FIRESTOP AT H VERTICAL DUCT CHASE FIRE J 1» = 1 9 -0 99 2x FIRE BLOCKING AT ® 10' -0" WALL FRAMING 5/8" GYPSUM BOARD Air, M311 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: - 5568 -77 591 Sheet Title: CHAPEL AND MISCELLANEOUS INTERIOR DETAILS Sheet: A6.6 Z F w 0 I N L) xU Q = Q Z ti o"r J � r � zo J _ LO 0 ' 13f L.L. LO Q X � L d c � G X W LL. Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: - 5568 -77 591 Sheet Title: CHAPEL AND MISCELLANEOUS INTERIOR DETAILS Sheet: A6.6 Z w 0 I t� L) xU CL V con 4 H C1111") W0 w Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: - 5568 -77 591 Sheet Title: CHAPEL AND MISCELLANEOUS INTERIOR DETAILS Sheet: A6.6 I 0 a U) a� 0 a a� M m 0 Y f6 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: - 5568 -77 591 Sheet Title: CHAPEL AND MISCELLANEOUS INTERIOR DETAILS Sheet: A6.6 11/2" N CEILING LINES (WHERE OCCUR) PAINTED WOOD TRIM WOOD TRIM DETAIL 6" = 1' -0" ROOF SHEATHING j 3/4" / 1/4" n / N w Of — N W W W Of / N Of z LLI Z W J r- / — J 0 0 O O (n O N Z OJ ZO LL_ — Q Li - 0 U O O O C O U 0_ I o- I z 0 / 7 N ... U I— O CHAIR RAIL DETAIL 6" = 1' -0" 22" x 30" x 3/4" SHEATHING DRAFT SEPARATION WOOD DOOR `—SPRING LOADED HINGES TOP CHORD OF TRUSSED RAFTERS 2x4 BLOCKING BEYOND F) ACCETCF , 3" = " 3 0 I,- a J Q 0_ f— U W H U Q Q w w z N O J J 0 J J M I 0 0 Z a w 0 Q 1 DETAI L 3/4" SHEATHING JOISTS SEE SHEET S2.3 2x4 BLOCKING 5/8" GYPSUM BOARD TOP PLATE OF WALL 5/8" GYPSUM BOARD 1x4 WOOD FRAME WALL LINE WOOD CHAIR RAIL 1/4" RABBET FOR WALL COVERING WHERE REQUIRED 1 3/4" x 5 1/2" LVL AT 16" O.C. BRICK SOLDIER COURSE — 6" WIDE WALL SHEATHING AROUND DOOR OPENING FLEXIBLE FLASHING SEALANT (BOTH SIDES) BRICK BEYOND CONTINUOUS 2x ELEVATION "EILING SUSPENSION SYSTEM NITH GYPSUM BOARD AND \COUSTICAL TILE _DGE MOULDING J /8" GYPSUM BOARD NOTE: CONDITION AT ALL INTERIOR STUD WALLS THAT TERMINATE AT CEILING LINE - WHERE CEILING FRAMING DOES NOT OCCUR M 2 1 L T 1 / 2 N 2x6 ROOFING MATERIAL ON ROOF SHEATHING I -JOIST SEE SHEET S2.1 INSULATION 1/2" GYPSUM BOARD 2x4 NAILER 2x6 STUDS AT 16" O.C. WITH WALL SHEATHING BOTH SIDES FROM ROOF SHEATHING TO FLOOR BELOW CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD AND ACOUSTICAL TILE N OTE: FOR SHEAR WALL ELEVATIONS AND FOR WALL SHEATHING NAILING REQUIREMENTS SEE SHEET S2.7 _ SECTION D ETAI,L nTRIM DETAIL r C L C C c c _ILING SUSPENSION (STEM WITH (PSUM BOARD AND 'OUSTICAL TILE /8" GYPSUM BARD 81/8' WALL LINE WALL COVERING (EXTEND TO FLOOR) SELF -EDGED CARPET BASE CARPET FILL VOID UNDER GYPSUM BOARD ) RPET BASE DETAIL SIMPSON DTC ROOF TRUSS — CLIP AT EACH TRUSS OR FRAMING MEMBER (PLACE NAIL IN CENTER) BOTTOM CHORD OF TRUSS OR Nl I -JOIST -- I SHAPED 2x TOP PLATE TOP PLATE OF- NON- BEARING WALL 5/8" GYPSUM BOARD (STOP GYPSUM BOARD AS SHOWN) PARALLEL TO TRUSS CHORD - -- DETAIL„ CHA R RAIL AT PROVIDE 1 /2" CLEARANCE (TYPICAL) 2x4 BLOCKING 1/2" GYPSUM BOARD 5/8" GYPSUM BOARD WHERE OCCURS (STOP GYPSUM BOARD AT TOP OF WALL AS SHOWN) >UM WALL RD )WOOD R RAIL COVERING OW FRAME SURFACE WINDOW STOOL o ° ASSOCIATES a ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG,IDAHO 83440 Fax 208.3592271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232-1435 \ASSOCIATES A. McFARLAND AR -2561 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: AT 1 3/4" ESS DETAIL TAIL (2)2x4 HEADER BETWEEN BOTTOM CHORD OF SPRING ATTACHED - - - - - -- TRUSSED RAFTERS (2x6's TO STRUCTURE - - - - - -- — T - - r — �I AT CEILING FRAMING) ABOVE F_ - I I I 1 I I I I I I I 5/8" GYPSUM 22" x 36" BOARD ACCESS DOO L 20 MIN RATE r7 WOOD T C 6 = 1'-0 TRIM 2x6 LEDGER W/ (2) 16d NAILS AT EACH STUD 3/4" SHEATHING �— 2x6 CEILING JOISTS — SEE SHEET S2.3 ELEVATION 108' -0" 5/8" GYPSUM BOARD ELEVATION 107' -2" (3) 1 3/4" x 5 1/2" LVL HEADER W/ SHEATHING SHIM DOORFRAME DETAIL �r r7 R is - WOOD TRIM HARDWOOD FACED SHEATHING 1/8t 1/4" 3/8" WOOD TRIM 3/4" FACE OF GYP BOARD WALL C1 TRIM DETAIL 3/4" SHEAT' "'- 2x6 CEILING JOISTS SEE SHEET S2.3 ELEVATION ACOUSTICAL TILE 5/8" GYPSU BOARD STUD WALL FLOOR PLAN DETAIL„ FOR ADDITIONAL NOTES SEE DETAIL A /A5.2 6" WIDE WALL SHEATHING AROUND DOOR OPENING LINTEL — SEE SCHEDULE ON SHEET S1.0 SEALANT (BOTH SIDES) — BRICK COLUMN BEYOND — SEE DETAIL V /A5.3 TOE NAIL BLOCKING TO PLATE W/ 10d AT 6" O.C. (3) 2x8 HEADER WITH SHEATHING SPACERS BETWEEN 5/8" GYPSUM BOARD DOOR FRAME 1/4" SHEATHING SHIM BELOW HEADER PARALLEL TO FRAMING 1 1/2" 2 1/2" 1 1/2" 51/2 1 1/2" PERPENDICULAR TO TRUSS CHORD l cn w O Z !� o i I c N ry li V 0 H 2 O H t` 0= J C) ti zo J (.0 � ti O 0 u? �� w U Lo L L. G X co N W I.L Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: AT 1 3/4" ESS DETAIL TAIL (2)2x4 HEADER BETWEEN BOTTOM CHORD OF SPRING ATTACHED - - - - - -- TRUSSED RAFTERS (2x6's TO STRUCTURE - - - - - -- — T - - r — �I AT CEILING FRAMING) ABOVE F_ - I I I 1 I I I I I I I 5/8" GYPSUM 22" x 36" BOARD ACCESS DOO L 20 MIN RATE r7 WOOD T C 6 = 1'-0 TRIM 2x6 LEDGER W/ (2) 16d NAILS AT EACH STUD 3/4" SHEATHING �— 2x6 CEILING JOISTS — SEE SHEET S2.3 ELEVATION 108' -0" 5/8" GYPSUM BOARD ELEVATION 107' -2" (3) 1 3/4" x 5 1/2" LVL HEADER W/ SHEATHING SHIM DOORFRAME DETAIL �r r7 R is - WOOD TRIM HARDWOOD FACED SHEATHING 1/8t 1/4" 3/8" WOOD TRIM 3/4" FACE OF GYP BOARD WALL C1 TRIM DETAIL 3/4" SHEAT' "'- 2x6 CEILING JOISTS SEE SHEET S2.3 ELEVATION ACOUSTICAL TILE 5/8" GYPSU BOARD STUD WALL FLOOR PLAN DETAIL„ FOR ADDITIONAL NOTES SEE DETAIL A /A5.2 6" WIDE WALL SHEATHING AROUND DOOR OPENING LINTEL — SEE SCHEDULE ON SHEET S1.0 SEALANT (BOTH SIDES) — BRICK COLUMN BEYOND — SEE DETAIL V /A5.3 TOE NAIL BLOCKING TO PLATE W/ 10d AT 6" O.C. (3) 2x8 HEADER WITH SHEATHING SPACERS BETWEEN 5/8" GYPSUM BOARD DOOR FRAME 1/4" SHEATHING SHIM BELOW HEADER PARALLEL TO FRAMING 1 1/2" 2 1/2" 1 1/2" 51/2 1 1/2" PERPENDICULAR TO TRUSS CHORD l cn w O Z !� o i I c cn o xU li V Uj H H H � WO w a Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: AT 1 3/4" ESS DETAIL TAIL (2)2x4 HEADER BETWEEN BOTTOM CHORD OF SPRING ATTACHED - - - - - -- TRUSSED RAFTERS (2x6's TO STRUCTURE - - - - - -- — T - - r — �I AT CEILING FRAMING) ABOVE F_ - I I I 1 I I I I I I I 5/8" GYPSUM 22" x 36" BOARD ACCESS DOO L 20 MIN RATE r7 WOOD T C 6 = 1'-0 TRIM 2x6 LEDGER W/ (2) 16d NAILS AT EACH STUD 3/4" SHEATHING �— 2x6 CEILING JOISTS — SEE SHEET S2.3 ELEVATION 108' -0" 5/8" GYPSUM BOARD ELEVATION 107' -2" (3) 1 3/4" x 5 1/2" LVL HEADER W/ SHEATHING SHIM DOORFRAME DETAIL �r r7 R is - WOOD TRIM HARDWOOD FACED SHEATHING 1/8t 1/4" 3/8" WOOD TRIM 3/4" FACE OF GYP BOARD WALL C1 TRIM DETAIL 3/4" SHEAT' "'- 2x6 CEILING JOISTS SEE SHEET S2.3 ELEVATION ACOUSTICAL TILE 5/8" GYPSU BOARD STUD WALL FLOOR PLAN DETAIL„ FOR ADDITIONAL NOTES SEE DETAIL A /A5.2 6" WIDE WALL SHEATHING AROUND DOOR OPENING LINTEL — SEE SCHEDULE ON SHEET S1.0 SEALANT (BOTH SIDES) — BRICK COLUMN BEYOND — SEE DETAIL V /A5.3 TOE NAIL BLOCKING TO PLATE W/ 10d AT 6" O.C. (3) 2x8 HEADER WITH SHEATHING SPACERS BETWEEN 5/8" GYPSUM BOARD DOOR FRAME 1/4" SHEATHING SHIM BELOW HEADER PARALLEL TO FRAMING 1 1/2" 2 1/2" 1 1/2" 51/2 1 1/2" PERPENDICULAR TO TRUSS CHORD i I c 0 a U co 0 i° m 0 Y ` Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: AT 1 3/4" ESS DETAIL TAIL (2)2x4 HEADER BETWEEN BOTTOM CHORD OF SPRING ATTACHED - - - - - -- TRUSSED RAFTERS (2x6's TO STRUCTURE - - - - - -- — T - - r — �I AT CEILING FRAMING) ABOVE F_ - I I I 1 I I I I I I I 5/8" GYPSUM 22" x 36" BOARD ACCESS DOO L 20 MIN RATE r7 WOOD T C 6 = 1'-0 TRIM 2x6 LEDGER W/ (2) 16d NAILS AT EACH STUD 3/4" SHEATHING �— 2x6 CEILING JOISTS — SEE SHEET S2.3 ELEVATION 108' -0" 5/8" GYPSUM BOARD ELEVATION 107' -2" (3) 1 3/4" x 5 1/2" LVL HEADER W/ SHEATHING SHIM DOORFRAME DETAIL �r r7 R is - WOOD TRIM HARDWOOD FACED SHEATHING 1/8t 1/4" 3/8" WOOD TRIM 3/4" FACE OF GYP BOARD WALL C1 TRIM DETAIL 3/4" SHEAT' "'- 2x6 CEILING JOISTS SEE SHEET S2.3 ELEVATION ACOUSTICAL TILE 5/8" GYPSU BOARD STUD WALL FLOOR PLAN DETAIL„ FOR ADDITIONAL NOTES SEE DETAIL A /A5.2 6" WIDE WALL SHEATHING AROUND DOOR OPENING LINTEL — SEE SCHEDULE ON SHEET S1.0 SEALANT (BOTH SIDES) — BRICK COLUMN BEYOND — SEE DETAIL V /A5.3 TOE NAIL BLOCKING TO PLATE W/ 10d AT 6" O.C. (3) 2x8 HEADER WITH SHEATHING SPACERS BETWEEN 5/8" GYPSUM BOARD DOOR FRAME 1/4" SHEATHING SHIM BELOW HEADER PARALLEL TO FRAMING 1 1/2" 2 1/2" 1 1/2" 51/2 1 1/2" PERPENDICULAR TO TRUSS CHORD 0 N 0 r- J a w 0 0 I- _ 0 Q 0 In w w w w w z N 0 J J 0 J J_ I r 0 / V) Z Q Ir 0 / Gi a LO 0 0 N N lf� 0� n" �t3A5t � FLOOR T D SAFETY WAINSCOT D (2) #4 x 5' -0" AT 12" O.C. EACH WAY CENTERED AROUND OPENING IN SLAB WOOD FLOORING SYSTEM ELEVATION 100' -0" M I THICKENED \— o SLAB a . FLOOR PLATE SAFETY C MOUNTING STRIP WAINSCOT A7 TYPICAL FLUSH WITH FINISHED FLOOR 1' -0" NON- SHRINK GROUT B OF SLAB RECESS WITH WOOD FLOOR C- SYSTEMS MANUFA TURER 7.2 = — — — -- — — — — — — — — — — — — b I a J 0 (0 � ti C7 C V m W w .__I A7. u7 w M � W o— U SIM. X d - - - - - - - - - - - - - - - z �t3A5t � FLOOR T D SAFETY WAINSCOT D (2) #4 x 5' -0" AT 12" O.C. EACH WAY CENTERED AROUND OPENING IN SLAB WOOD FLOORING SYSTEM ELEVATION 100' -0" M I THICKENED \— o SLAB a . FLOOR PLATE TO BE FLUSH WITH FINISHED FLOOR 1' -0" NON- SHRINK GROUT VERIFY DEPTH OF SLAB RECESS WITH WOOD FLOOR C- SYSTEMS MANUFA TURER = a J 0 (0 � ti C7 Z ' V m W w .__I LO u7 w M � W o— U X d 6" DIA. x 12" BOX OUT OPENING IN SLAB METAL SLEEVE CENTER IN BOX OUT 10" 2' -6" X 2' -6" VOLLEYBALL POST SLEEVE 11NSTALLATION DETAIL u — o COAT RACK o O O O 0 0 0 0o CHANNEL MOUNTS AND - U I , BRACKETS SPACED AT 38" O.C. MAX. o 3/4" x 5" WOOD - a HOOK STRIP WITH C O HOOKS AT 6" O.C. M GYPSUM BOARD 2 x 4 BLOCKING BETWEEN STUDS 2 x 6 BLOCKING BETWEEN STUDS ;LOAT RACK DETAIL HARDWOOD TRIM MITER EACH CORNER ANCHOR TO MOUNTING STRIPS WITH #10 x 1 1/2" WOOD SCREWS AT 16" O.0 1x4 MOUNTING STR 1/4" SCREWS AT 1 - 3" LONG INTO 2 BLOCKING IN WALL SAFETY WAINSCOT PANEL 1 1/8 r1/2" HARDWOOD TRIM CUT ON 45 DEG. BEVEL AT EACH END ANCHOR WITH #8 x 1 1/4" WOOD SCREWS AT 16" O.C. MOUNTING FLANGE C /�1NOT USED NOT USED "I" JOIST RAFTER 5/8" GYPSUM — BOARD 1x4 FRAMING 1x4 BRACE ALL AROUND DOOR 3/4" WOOD DOOR G f 1 — 1/2'= V -0" 1 1/2" = V -0" FIRE EXTINGUISHER ;,CABINET DETAILS m 11/2. -1'_0. (2) 2x10 x 12' n" T!l CVTCAll1 !1 \ /CO BOTTOM CHOR[ RAFTERS W /SIP ANCHOR [W/ f BOTTOM CHOR[ (2) 1/2" DIA. 4 1/2" LONG WASHERS EACF BOTTOM CHORI TRUSSED RAFT PIPE SUPPORT STANDARD. FIE CEILING BASKETBAI 2x4 BLOCKING AT 24" O.C. 2x4 FRAMING 2x BLOCKING �••; �� ACCESS DOOR 10" CEILING LINE - I WALL LINE 0 L8 "x4 "x3/8 "x0' -3" SUPPORT TO WALL. ATTACH TO STUDS OR BLOCKING 0 2 1/2" x 3/8" STEEL STRINGERS 0 —1" DIA. STEEL RUNG - - -- 0 L 3" x 3" x 1/4" x 2 1/2" ANCHOR TO FLOOR 0 FLOOR LINE SECTION DETAIL 1/4" x 2" STEEL HANGER WELDED TO SLOTTED PIPE SUPPORT - WHERE HANGER BAR DOES NOT OCCUR. SHIM BETWEEN 2x1O's W/ 1/4" SHEATHING AND SPIKE ASSEMBLY TOGETHER 2x4 BLOCKING EACH SIDE FOR STABILIZING PIPE SUPPORT 3TANDARD DETAIL 3/4" SHEATHING CATWALK 3/4" SHEATHING CATWALK 2' -0" 2' -0p 2" 1' -8 2 . 2x6 FRAMING AT 24" O.C. \- BOTTOM CHORD OF--/ - 2x FRAMING TRUSSED RAFTER �i CONTINUOUS TRUSSED RAFTER SECTION SECTION i t$ i t -o pt COUNTERTOP 1x4 WOOD FRAMING WITH WOOD SCREWS d- N a- Q, 2x8 BLOCKING BETWEEN STUDS FOR BRACKET LAG BOLTS o 7 5/16" x 2" PAINTED METAL N s BRACKETS AT 32" O.C. MAX. rn ANCHOR SECURELY WITH 3/8" DIA. (SPACE BRACKETS LAG BOLTS AT 30" MIN. CLEAR AT LAVATORIES) 1' -6" ELEVATION J o v In w a > CERAMIC TILE VAN I,TY C Q 3/4 = 1 —0 5/8" GYPSUM BOARD (TYP.) FRAMING SEALANT (BOTH SIDES) DOOR FRAME N W EXPANSION BOLT (1) EACH SIDE SEE A /S1.3 NOTE: WHERE 2 DOORS OCCUR BACK TO BACK ANCHOR DETAIL R 1 1/2" = 1' -0" ,. :;. ASSOCIATES a ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 w � Z O 0 U :: l li U W F-+ H �w W O c N � 0 = a J 0 (0 � ti C7 Z ' V m W w .__I LO u7 w M � W U X N W ry w � Z O 0 U :: l li U W F-+ H �w W O Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: A7.2 c O a U Io I� jiff 0 1 Y Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: A7.2 NOT USED DETAIL A 1 /4» _ FACE BRICK DOOR FRAME BEYOND PAVER THRESHOLD TILE CAULK JOINT WITH SEALANT LLU p 4 �. — EXTERIOR p . CONCRETE o (SLOPED) a . - . CONCRETE FOUNDATION SEE NOTE 2 ON SHEET S1.1 r THRESHOLD WALL 3/4" 2x6 A LD DOOR ri 0 �i 0 J ¢ v w U Of BASE O V) CONCF w w a w w z N 0 J J O J J I 0 r� V) c� z of 0 Gi u� NOT USED T O L 3 /4 = 1 -0 NOT USED I @ - D X ;T 1' -0" TO CENTER LINE OF FOLDING PARTITION P6 1/4" x 5" ALUM. THRESHOLD - W/ BEVELED EDGES ANCHOR W/ WOOD SCREWS AT 16" O.C. ICARPET r \ 11 NOT USED (� D i x WOOD FLOORING SYSTEM - 1 1/2" EXPANSION JOINT 1M ETA L THRESHOLD DETAIL 1 1/2" DIA. HANDRAIL - RETURN ENDS TO WALL 2x4'S CONW . -- "' - -- CED CONCRETE 3 SEE SHEET S1.1 D VAPOR RETARDER T %.?,,,,,_ BASE (2) LAYERS 0 GYPSUM BOAF CULTURAL CE 2 1/2" x 2 1 METAL ANGLE WOOD FLOORING SYSTEM LVL STUD WALL MASONITE SPACER VERIFY DEPTH OF SLAB RECESS W/ WOOD FLOOR SYSTEM MANUFACTURER 1 1/2" EXPANSION SPACE � BAS 2x4 x 3' -0" CENTERED ON POST W /(2) NAILS TO EACH I —JOIST BOTTOM FLANGE I —JOIST -- FIELD TILE TYPICAL AT I I ALL E.W.C. TRANSITION STRIP E.W.C. CORRIDOR 135 CORRIDOR 115 OPPOSITE E.W.C. TILE LAYOUT 1 /4 11 = 1' -0" - - *) TYPICAL VAPOR RETARDER DETAIL M A��TTIC f 1/2" GYPSUM BOARD SIMPSON H2.5 FRAMING ANCHOR (1 SIDE) [ W/ 8d x 1 1/2" NAILS] 2x4 STUDS AT 6' -0" O.C. MAX. SIMPSON A34 FRAMING ANCHOR (1 SIDE) [W/ 8d x 1 1/2" NAILS] 2x4 PLATE CONT. RAILING TO BE INSTALLED WHERE THE ADJACENT CEILING IS ACCESSIBLE FROM THE MECHANICAL ACCESS WALKWAY. COORDINATE WITH EQUIPMENT ACCESS. Me Ho7: a I\II EIFS METAL FLASHING METAL DRIP r rn � r a 12 1 6" METAL FASCIA AND SOFFIT SOFFIT VENT STRIP AND TRIM SEE H /A3.4 METAL FACED PANELS BLOCKING 2x4 FASCIA METAL SOFFIT BRICK CONTINUOUS — MASONRY TIES 3/4 "X2 OAK TRIM 1" X 1 1/: SISAL WALLC 3/4" OAK 1 WALL 3/4" OAK TRIM 3/4" X 2 1/4" FIR PLYWOOD 1 1/2" X 2 1/2" WOOD FURRING ATTACHED TO WALL 1 1/2" X 2 1/2" WOOD FURRING ATTACHED TO WALL 3/4" PINE ACOUSTICAL PANEL DETAIL 1 1/2" = 1'-0 cc I N Z a VERIFY DEPTH OF N SLAB RECESS W/ \ \ \ \ WOOD FLOOR SYSTEM \ MANUFACTURER 5, 2x4 TREATED (CUT TO FIT) CONTINUOUS W/ 3/8" x 4" ANCHOR BOLTS AT 24" O.C. r \ 11 NOT USED (� D i x WOOD FLOORING SYSTEM - 1 1/2" EXPANSION JOINT 1M ETA L THRESHOLD DETAIL 1 1/2" DIA. HANDRAIL - RETURN ENDS TO WALL 2x4'S CONW . -- "' - -- CED CONCRETE 3 SEE SHEET S1.1 D VAPOR RETARDER T %.?,,,,,_ BASE (2) LAYERS 0 GYPSUM BOAF CULTURAL CE 2 1/2" x 2 1 METAL ANGLE WOOD FLOORING SYSTEM LVL STUD WALL MASONITE SPACER VERIFY DEPTH OF SLAB RECESS W/ WOOD FLOOR SYSTEM MANUFACTURER 1 1/2" EXPANSION SPACE � BAS 2x4 x 3' -0" CENTERED ON POST W /(2) NAILS TO EACH I —JOIST BOTTOM FLANGE I —JOIST -- FIELD TILE TYPICAL AT I I ALL E.W.C. TRANSITION STRIP E.W.C. CORRIDOR 135 CORRIDOR 115 OPPOSITE E.W.C. TILE LAYOUT 1 /4 11 = 1' -0" - - *) TYPICAL VAPOR RETARDER DETAIL M A��TTIC f 1/2" GYPSUM BOARD SIMPSON H2.5 FRAMING ANCHOR (1 SIDE) [ W/ 8d x 1 1/2" NAILS] 2x4 STUDS AT 6' -0" O.C. MAX. SIMPSON A34 FRAMING ANCHOR (1 SIDE) [W/ 8d x 1 1/2" NAILS] 2x4 PLATE CONT. RAILING TO BE INSTALLED WHERE THE ADJACENT CEILING IS ACCESSIBLE FROM THE MECHANICAL ACCESS WALKWAY. COORDINATE WITH EQUIPMENT ACCESS. Me Ho7: a I\II EIFS METAL FLASHING METAL DRIP r rn � r a 12 1 6" METAL FASCIA AND SOFFIT SOFFIT VENT STRIP AND TRIM SEE H /A3.4 METAL FACED PANELS BLOCKING 2x4 FASCIA METAL SOFFIT BRICK CONTINUOUS — MASONRY TIES 3/4 "X2 OAK TRIM 1" X 1 1/: SISAL WALLC 3/4" OAK 1 WALL 3/4" OAK TRIM 3/4" X 2 1/4" FIR PLYWOOD 1 1/2" X 2 1/2" WOOD FURRING ATTACHED TO WALL 1 1/2" X 2 1/2" WOOD FURRING ATTACHED TO WALL 3/4" PINE ACOUSTICAL PANEL DETAIL 1 1/2" = 1'-0 cc I N HSS 4 "x4 "x1 /4" BRICK 2x6's AT 16" O.C. 1/2" SHEATHING WEEP VENT TYPICAL ONE PER SIDE 3/4 "x10" BASE PLATE BOTTOM OF I ELEVATION FRAMING 117' -7" WALL SHEATHING W/ AIR INFILTRATION BARRIER INSULATION 1 3/4" X 11 1/4" LVL AT 16" O.C. BOTTOM OF ELEVATION FRAMING 1 116'-2" 3/4" WOOD SHEATHING FIRESTOPPING AT MAXIMUM 20' O.C. 5/8" GYPSUM BOARD DETAIL„ o » - °'. 0 ASSOCIATES a ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF IDAHO Z \ \ 2 FRAlv]NG AT 24" O.C. \ \ \ \ \ \ � \ BLOCiI,�G \ \ 5, 0 \ 0 z 1\- I • . I X \ \ \ \ 2x4 -`CUT TO \ \ \ I I \ \ \ N ATCH S'LQPE \ H Cfl U ti (D Of �_:) T Z ' 0) W LU WO a m 2x4, FRAMIN' \ / 2 X AT 2�4\ O.C. \ \ \ \ \ _ 13LOCKNIS \ \ \ Cn \ \ N 2x6 MING \ \ \ �4T 24" Q \ \ _V • e \ \ c HSS 4 "x4 "x1 /4" BRICK 2x6's AT 16" O.C. 1/2" SHEATHING WEEP VENT TYPICAL ONE PER SIDE 3/4 "x10" BASE PLATE BOTTOM OF I ELEVATION FRAMING 117' -7" WALL SHEATHING W/ AIR INFILTRATION BARRIER INSULATION 1 3/4" X 11 1/4" LVL AT 16" O.C. BOTTOM OF ELEVATION FRAMING 1 116'-2" 3/4" WOOD SHEATHING FIRESTOPPING AT MAXIMUM 20' O.C. 5/8" GYPSUM BOARD DETAIL„ o » - °'. 0 ASSOCIATES a ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES BRENT A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 591 - 556 -77 Plan Series: - TRA -98 -13 HER Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: A7.3 SECTION P Z i i i I c N � 5, 0 = 0 z 1\- O O= J Q r. �o 0(D H Cfl U ti (D Of �_:) T Z ' 0) W LU WO Lo ~ m 2 X W Cn Project Number: 591 - 556 -77 Plan Series: - TRA -98 -13 HER Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: A7.3 SECTION P i i i I c w` 0 o V 0 o xU U v� W H H �:) H C/) 0 WO w Project Number: 591 - 556 -77 Plan Series: - TRA -98 -13 HER Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: A7.3 SECTION P i i i I c 0 a 0 Cn N 0 0 m 0 Y (d Project Number: 591 - 556 -77 Plan Series: - TRA -98 -13 HER Property Number: 591 - 5568 -77 Sheet Title: MISCELLANEOUS DETAILS Sheet: A7.3 SECTION P ROOFING TO MATC'' BUILDING TRUSSED 1/2" WAL CEILING A OFF SMA[ HOLLOW h METAL D( HOLLOW METAL FRAME W/ (3) ANCHORS PER JAMB & (1) FLOOR ANCHOR PER SIDE METAL DOOR M 2x4 STUDS AT 16" O.C. 1/2" WALL SHEATHING ON 2' CEILING AND INSIDE WALLS OF —�` SMALL STORAGE ROOM ONLY o 0 0 M0 1/2" WALL SHEATHING BRICK SEALANT (TYPICAL) JAM _ D 1 1/2 = 1' - 0 " TRUSSED RAFTERS ARE 24" O.C. SEE PROJECT DRAWINGS FOR TRUSS NOTES. ROOFING MATERIAL TO _ MATCH MAIN BUILDING 1/2" SHEATHING ON CEILING AND INSIDE WALLS IN SMALL STORAGE ROOMS ONLY (2)2x4 TOP PLATE 2x6 CONTINUOUS 1/2" WALL SHEATHING W/— APA SPAN RATING OF 32/16 MINIMUM. NAIL W/ 8d NAILS AT 6" O.C. AT PANEL EDGES AND 10d NAILS AT 12" O.C. AT INTERMEDIATE SUPPORTS TYPICAL METAL DOOR AND FRAME — 2x4 STUDS AT 16" O.C. W/ 1/2" SHEATHING ON CEILING AND INTERIOR WALLS IN SMALL STORAGE ROOMS 1' -0 " BRICK W/ METAL TIES _ AT 16" O.C. EA. WAY 2x4 STUDS AT 16" O.C. DOUGLAS FIR STUD GRADE OR EQUAL MORTER GUARD IN WALL CAVITY 2x4 SILL PLATE W/ 1/2" DIA. x 10" ANCHOR BOLTS AT 4' -0" O.C. MAX. A'' 12" HIGH FLEXIBLE f �• FLASHING - PROVIDE WEEP VENTS AT BASE OF MASONRY #4 AT 48" O.C. EACH �. 2x6 RIDGE BLOCKING 2x6 TOP CHORD 12 5 0 3TORAGE ` L � 301 w O C N [� 0 'S 0 z O Z / O H � WO s o O CO U-) / W LO W J uo ry h / M � W U � X / � I.L a� / / / 0 / / 0 ca FACE - STAGGERED - CONCRETE SHALL BE 3000 PSI STRENGTH AT 28 DAYS • (2) #4 CONTINUOUS TOP AND BOTTOM (2) #4 CONTINUOUS 0 0 d Q 0 H v Q SHEAR WALL 1/2" SHEATHING (TYP.) 2' -0" DEEP SHELVING (4� SHELVES EQUAL SPACING) C 7.4 :TAL DRIP 8 W/ METAL ,SCIA :TAL SOFFIT ID TRIM ).C. (DOUGLAS W/ 1 /2" ?" x 3 1/2" x 1/4" HOLLO`"' LAr'TAI FRAME METAL DOOR SEALAI (TYPICAL) WALL SHEATHING 2x4 STUDS AT 16" O.C. 1/2" WALL SHEATHING BRICK JAM B SIMPSON PAHD42 HOLD DOWN STRAPS OR EQUAL AT EACH END OF SHEAR WALL WARD 3TORAGE ` L � 301 w O C N [� 301A WARD STORAGE 4 302 0 U2A STORAGE 304 BUILDING YARD EQUIPMENT STORAGE a w w z C 0 J J 0 J I 0 to 0 z_ Q cr' 0 Di M (0 z �L WARD STORAGE 303 3a3A 304A SHEAR WALL NOTE: EXTEND SHEAR WALL TO BOTTOM OF ROOF Q SHEATHING. PROVIDE DOUBLE TOP v PLATES. BLOCK ALL SHEATHING EDGES. NAIL AS PER TYPICAL W SHEATHING NAILING. M M V 0 D o � 7.4 < CY W a i I CV Q v oun B A7.4 F A7.4 2x4 STUD WALLS AT 16" O.C. (TYP.) 6' -0" 14' -0" (13' -11" OUT TO OUT CONCRETE) Cole] 5" OUT OF I TO FACE OF STUD 12% LOU' SCRI END' V TION @ E 3 /8 = 1 -0 (OPPOSITE END SIMILAR WITHOUT DOORS) 2x4 BOTTOM CHORD \ 12' -0" \I z w -1 z IZ -I o 0 00 0 0 0 U-1 w In w In / / / / / / • p V - 5/8" ROOF SHEATHING W/ APA SPAN RATING OF 40/20 MINIMUM. NAIL W/ 10d NAILS AT 6" O.C. AT PANEL EDGES, AND 10d NAILS AT 12" O.C. AT INTERMEDIATE SUPPORTS NAIL SHEATHING TO SHEAR WALL TOP PLATES W/ 10d NAILS AT 6" O.C. METAL DRIP SIMPSON H1 FRAMING ANCHORS OR EQUAL AT / EACH TRUSS END TYP. 2x SOLID FULL HEIGHT BLOCKING. SHAPE TOP TO MATCH ROOF SLOPE. 2x8 W/ METAL FASCIA 0 I 00 16" WIDE x 12" DEEP SHOVEL J FOOTING UNDER SHEAR WALL W/ C`I 1/2" ANCHOR BOLTS AT 24" O.C. 4" CONCRETE SLAB W/ #4 BAR _ 24" O.C. EACH WAY - 1" CLEAR BELOW TOP OF SLAB. CONCRETE SHALL BE o 3000 PSI AT 28 DAYS GRAVEL BASE COMPACTED TO - 95% OF STANDARD PROCTOR CROSS SECTION C 3/4 ROOFING MATERIAL TO MATCH MAIN BUILDING METAL DRIP AND FASCIA BRICK TO M MAIN BUILDI METAL DOOF "E: CONTINUE LS WITHOUT UG/iU DUL I LUk r\ ` I 1r Y ATION 3/-0 (OPPOSITE SIDE SIMILAR WITHOUT DOOR) b u o o 0 ASSOCIATES Q ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC, Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E' Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (2D8) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McF'ARLAND AR -2561 STATE OF IDAHO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: STORAGE BUILDING AND DETAILS Sheet A7.4 METAL SOFFIT AND TRIM LINTEL 5 "x3 1/2"x1/4" ANGLE (2) 2x8 HEADER (DOUGLAS FIR OR EQUAL) W/ 1/2" WOOD SPACER (AT SIDE DOOR ONLY) BRICK BEYOND METAL DOOR AND FRAME METAL THRESHOLD SET ON GROUT BED AND ANCHORE[ INTO CONCRETE SLOPE CONCRETE SLAB AT DOOR AS SHOWN 8" 1' -6" HEAD � Z w O C N [� 'S 0 z O Z ti O H � WO s o O CO U-) ti W LO W J uo ry h M � W U � X � I.L Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: STORAGE BUILDING AND DETAILS Sheet A7.4 METAL SOFFIT AND TRIM LINTEL 5 "x3 1/2"x1/4" ANGLE (2) 2x8 HEADER (DOUGLAS FIR OR EQUAL) W/ 1/2" WOOD SPACER (AT SIDE DOOR ONLY) BRICK BEYOND METAL DOOR AND FRAME METAL THRESHOLD SET ON GROUT BED AND ANCHORE[ INTO CONCRETE SLOPE CONCRETE SLAB AT DOOR AS SHOWN 8" 1' -6" HEAD � Z w O C o xU� CL U H � WO w Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: STORAGE BUILDING AND DETAILS Sheet A7.4 METAL SOFFIT AND TRIM LINTEL 5 "x3 1/2"x1/4" ANGLE (2) 2x8 HEADER (DOUGLAS FIR OR EQUAL) W/ 1/2" WOOD SPACER (AT SIDE DOOR ONLY) BRICK BEYOND METAL DOOR AND FRAME METAL THRESHOLD SET ON GROUT BED AND ANCHORE[ INTO CONCRETE SLOPE CONCRETE SLAB AT DOOR AS SHOWN 8" 1' -6" HEAD C 0 . U a� 0 0 0 ca Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: STORAGE BUILDING AND DETAILS Sheet A7.4 METAL SOFFIT AND TRIM LINTEL 5 "x3 1/2"x1/4" ANGLE (2) 2x8 HEADER (DOUGLAS FIR OR EQUAL) W/ 1/2" WOOD SPACER (AT SIDE DOOR ONLY) BRICK BEYOND METAL DOOR AND FRAME METAL THRESHOLD SET ON GROUT BED AND ANCHORE[ INTO CONCRETE SLOPE CONCRETE SLAB AT DOOR AS SHOWN 8" 1' -6" HEAD PAVER TILE ❑ ❑ VESTIBULE ❑ ❑ CARPET TILE METAL THRESHOLD P VIER 11 E STAIR CARPET SEAMS 125 TYPICAL SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 SAC. PREP. 145 STORAGE 144 FIRE RISER '•• PAINTED PA VER I C ■■■ICI■+ I>�I�r11 M I ■■`F■E■'■'' I■ ■■ ■■ ■■1 IiEZ17■■■■■ ■ ■ ■ ■ ■■ ■I �� ■ ■ ■ ■ ■■ ■ ■■■■ ■■1 ■ ■ ■ ■■ ■ ■1 �i1J ■E]�ill� O ■ ■■■ ■1 00 ■ICosuol • ' ■■ ■R rr ■ ■ ■■ I ■ ■ ■1f117� In.!■■■■■1 ® ■ ■ ■���� 11 M O O NS 8...... 0000 ■I■ ■■ CARPET /� DRAPERY TYPICAL / J0 nfu MO.THER' r - - - -- ---- - - - --- -- - - - - -- - -,- t - - -' - .- ROOM 1 I. - - -- -- .. � 119 I � '7' , I .: ROOM ) ROOM ROOM. 116 117 118 SR P T METAL THRHOLD� 2' 1 1 - � �./ V V " `.'�`� ► �► t► DRAPERY I . METAL THRESHOLDS I EDGE F I STRIP QI -* k �— METAL IHRt�HOLD - c LOCATION N NO. REQUIRED WOOD FLOOR CULTURAL SYSTEM PAIR 00 CULTURAL CENTER 1 I CENTER 148 P 1 149 LINEAL ROOM 119 N 1 FEET 22' -9" 22' 9" P 2 P1 11 a 0 I P e 0 I a 0 I 9' -10" BISHOP 142 2" d M 2„ ( M 2„ N P 4' -0" 14' -10" 7' -8" 7' -8" 6' -0" 14'1-10 4' -0" NOTE: BASKETBALL MARKINGS 12' -10" 12' -10" P7 [.I WOOD FLOOR BE 2" ■ ■ ■ ■ SYSTEM � tt•IDE ( a - - - ■�I .■r■YGGii.■■■■■■■■■■■■■■ '�IJ...... ■■■■■I OWNER 2' 1 1 - � �./ V V " `.'�`� ► �► t► DRAPERY I . METAL THRESHOLDS I EDGE F I STRIP QI -* k �— METAL IHRt�HOLD - c _ -- - - - - -- c� a 0 LL- 1— J W U Ir cD 0 W W r W W z N 0 J J 0 J J I O 0 Z 0 co 0 O 0 el CARPET TILE VESTIBULE IM PAVER TILE � F 74 4" 74 4" 2" OVERLAP TOTAL 4" PER PAIR NO SCALE THE DIMENSIONS ARE FOR REFERENCE ONLY. IT IS THE RESPONSIBLILITY OF THE DRAPERY INSTALLATION CONTRACTOR TO PROVIDE FIELD MEASUREMENTS TO INSURE PROPER INSTALLATION. NO SCALE 1. LENGTH = 4" BELOW WINDOW SILL TO 4" ABOVE WINDOW HEAD. 2. FULLNESS = 2 1/2 TIMES THE WINDOW WIDTH. 3. 4" DOUBLE HEMS AND HEADINGS. 4. STACKOFF OF 1/3 THE WINDOW WIDTH. am]= DRAPERY SCHEDULE LOCATION '" '" NO. REQUIRED Ills PAIR SINGLE BISHOP 101 P 1 I F1 50 BISHOP 104 P 1 J LINEAL ROOM 119 P 1 FEET Q IN P 2 P1 11 ROOM 124 P 2 III�'I 9' -10" BISHOP 142 P 1 7' -6" 135-0" ROSTRUM 146 P 2 35-0" P5 2 6' -0" 12' -0" P6 1 12' -10" 12' -10" P7 1 ■ ■ ...........I o■mo■oso■III■o■■■r ■ ■ ■ ■ ■ ■ ■■ ■III■ ■.....::�1i ■VGA SPACE ALL PEWS 3' -0" BACK TO - - - ■�I .■r■YGGii.■■■■■■■■■■■■■■ '�IJ...... ■■■■■I OWNER ROSTRUM ■.........■ � ■ ■■■000■■n SEATING FOR SPECS ■' ROSTRUM SEE DIV. 12 11■nl■■ ■ ■ ■ ■ ■o■■■■■■■ AND F2.2 OWNER ROOM ■_ SEE SHEET F3.1 ■ o■oo■E■O■n1■■miin SIGNAGE MEN ■11■■ ■■■ 11 THRESHOLD 11 ■ 11 ■ II ■ ■11■ ■11 ■11 ■ m m■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■m ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■m ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ ■m ■ ■ ■ ■III ■ ■l'I ■ ■11 III■■■■■■■■■■■■■■■ gnmm ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MEN ■ ■ ■■ ■ ■m ■ ■m ■ ■ ■ ■m ■ ■ ■ ■II ■ ■■ • W 11 ■mIl■■mm►m ■u1�Iq ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■r■7■■■..■■...■g ■ ■.. ■ ■ ■ ■ ■ ■ ■V ■ ■ ■ ■ ■ ■ ■11 J.11 ■ ....... ■■ ■ ■ ■ ■ ■ _ ■■■ Now ■ ■ ■ ■..r .■■.•■■■■■■■■mr11 ■ ■Y.r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�..�n ■ ■11 PA ■' ■��� ... ..... ■% ■ ■ ■ ■ ■ ■ ■ ■I��I ;1�_V ■ ■ ■ ■ ■m■ ■cam ■ ■ ■ ■ ■ ■ ■11 -� J■' ■ ■■■s■■■■■■■■■■ ■■mm■m■■■ma■■■ u 0 slim n ° iiiimmusom .......moss..■■1 OMNI ■— 0 so n■■■■■rr_ mammon - -- - I III SEEM soo■■1 ONE ■ ■ ■ ■■■■os■mosm■�mmm■ ■ ■ ■ ■■\\■■■ low ■m l ■ rosin■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■m ■ ■ ■i ■■■■■■■r3�■■■■■■■■■I ■■■■■■■l50■0o■■.■tl ■■■os■■■■ ■■r im■■■m■■■■■■m■■ I '�iiiiiiii MEMENEENESSENI =■ososl m■■1 9.11,17 V ■-r - - ■■ ��� ■ ■ ■ ■ ■ ■ *• ■.t IIL� ■■■mmL ---. ' • ■ ■ ■ ■11■■��■11 V�ll�liiil \ \ ■■�� 01111 - -- - -�41 ■ ■ ■ ■ ■m -- :�G ■ ■ ■ ■m ■m ■ ■ ■ ■■11■■m.■Ilm ■Y�a ■ ■ ■■ ■mm■ ■ ■ MEMNON ■ ■ ■1 ■ ■1 _ -- - - - - -- c� a 0 LL- 1— J W U Ir cD 0 W W r W W z N 0 J J 0 J J I O 0 Z 0 co 0 O 0 el CARPET TILE VESTIBULE IM PAVER TILE � F 74 4" 74 4" 2" OVERLAP TOTAL 4" PER PAIR NO SCALE THE DIMENSIONS ARE FOR REFERENCE ONLY. IT IS THE RESPONSIBLILITY OF THE DRAPERY INSTALLATION CONTRACTOR TO PROVIDE FIELD MEASUREMENTS TO INSURE PROPER INSTALLATION. NO SCALE 1. LENGTH = 4" BELOW WINDOW SILL TO 4" ABOVE WINDOW HEAD. 2. FULLNESS = 2 1/2 TIMES THE WINDOW WIDTH. 3. 4" DOUBLE HEMS AND HEADINGS. 4. STACKOFF OF 1/3 THE WINDOW WIDTH. am]= DRAPERY SCHEDULE LOCATION W >- I— NO. REQUIRED REMARKS PAIR SINGLE BISHOP 101 P 1 � W Z W BISHOP 104 P 1 J LINEAL ROOM 119 P 1 FEET Q ROOM 120 P 2 P1 11 ROOM 124 P 2 2 9' -10" BISHOP 142 P 1 7' -6" 135-0" ROSTRUM 146 P 2 35-0" P5 2 6' -0" 12' -0" P6 1 12' -10" 12' -10" P7 1 14' -10" 14' -10" TOTAL LINEAL FEET 401' -8" NOTES: PEW LENGTH IS OF SEATING SPACE ONLY AND DOES NOT INCLUDE PEW ENDS. SPACE ALL PEWS 3' -0" BACK TO BACK FOR SPECS OWNER ROSTRUM SEE DIV. 12 TODDLERS - REST ROOM 127 PEW SCHEDULE Z FOR INSTRUCTIONS CONCERNING OWNER FURNISHED ITEMS. FURNISHED ITEM BRAND STYLE COLOR N w 0 � W Z W o 0 CARPET J LINEAL a o w FEET Q z a- Q P1 11 15-8" 172' -4" P2 2 9' -10" 19' -8" P3 18 7' -6" 135-0" P4 7 5' -0" 35-0" P5 2 6' -0" 12' -0" P6 1 12' -10" 12' -10" P7 1 14' -10" 14' -10" TOTAL LINEAL FEET 401' -8" NOTES: PEW LENGTH IS OF SEATING SPACE ONLY AND DOES NOT INCLUDE PEW ENDS. SPACE ALL PEWS 3' -0" BACK TO BACK DRAPERY O oo'oo 0 ASSOCIATES ao ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING ASSOCIATES A. WFARLAND AR -2561 STATE OF IDAHO VEST. 121 CARPET TILE -PAVER TILE 1 07 N CARPET TYPICAL DRAPERY TYPICAL NOTE Z FOR INSTRUCTIONS CONCERNING OWNER FURNISHED ITEMS. FURNISHED ITEM BRAND STYLE COLOR N w 0 OR TYPE o 0 CARPET SEE DIV. 09 Q Z , o0 FOR SPECS Q CONTRACTOR Q SEE DIV. 09 LO z LL C ' Q CO J J � COUNTERTOPS CO ti 00 AND CABINETS FOR SPECS X OWNER PEWS W y FOR SPECS CARPET TYPICAL DRAPERY TYPICAL NOTE SEE DIVISION 01 SPECIAL REQUIREMENTS OF SPECIFICATIONS FOR INSTRUCTIONS CONCERNING OWNER FURNISHED ITEMS. FURNISHED ITEM BRAND STYLE COLOR BY w 0 OR TYPE o OWNER CARPET SEE DIV. 09 LOOP PILE xU� FOR SPECS V CONTRACTOR WALL COVERING SEE DIV. 09 �D H FOR SPECS CONTRACTOR COUNTERTOPS SEE DIV. 06 AND CABINETS FOR SPECS OWNER PEWS SEE DIV. 12 y FOR SPECS CONTRACTOR DRAPERIES SEE DIV. 12 FOR SPECS OWNER ROSTRUM SEE DIV. 12 SEATING FOR SPECS OWNER ROSTRUM SEE DIV. 12 SEE SHEET F2.1 CASEWORK AND F2.2 OWNER ROOM SEE DIV. 10 SEE SHEET F3.1 SIGNAGE Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FURNISHINGS PLAN AND SCHEDULES Sheet: F1.1 CARPET TYPICAL ■ C w 0 Z o V 0 o xU� a` V w a F �D H � W0 w U Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FURNISHINGS PLAN AND SCHEDULES Sheet: F1.1 CARPET TYPICAL ■ C 0 w a U y N 0 Y W Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: FURNISHINGS PLAN AND SCHEDULES Sheet: F1.1 CARPET TYPICAL ■ 3 0 0 N W J <r U W U O V) F_ w w / w 0 F- Of w w z N O 1 J O J J 0 / V) Z a ry 0 / Q (o d- O 0 N 1'7 N to 0C a 7 IA" 5/16" 6 1/8" 5 I - - :2 _ L 101' -2" I 1 I I I I I I I I I I I I I I GROOVES -STAIN DARK 16" 1/8" R. TYPICAL — CONTROL PANEL 1/8" X 1/8" ROUTED GROOVES -STAIN DARK — 3/4" HARDWOOD- FINISH -- "ATCH PULPIT RUM FLOOR CONTROL PEDESTAL ELEVATION TOP OF RAMP RAMP UP / R/ SEE FLOOR PL) A1.1 AND SHEE EDGE OF WALL BOTTOM OF R) NEWEL -POST 3/4" HARDWOOD- FINISH TO MATCH PULPIT 7 IL. C U_ CONTROL PANEL 1/8" R. NEWEL SEE F EDGE ROSTF BEYOI� RAMP HARDWOOD BASE H BELOW 2.1 CONTROL PEDESTAL SECTION 3" = 1' -0" CHAP[ 3/4" HARDWOOD CONTROL PANEL 3" = 1' -0" PANEL AND TRIM SEE Q /F2.2 i I I I ANCHOR BASE PLATE SEE DETAIL K /F2.1 (2) 3/8" DIA. x 6" EXPANSION BOLT AT CHAPEL FLOOR OR (2) 3/8" DIA. x 4" LAG BOLT INTO 2x8 DOUBLE PLATE AT ROSTRUM FLOOR (2) -1/4 "DIA. SELF TAPPING SCREW SET IN PRE - DRILLED HOLE, 2 SIDES FILL HOLE WITH WOOD DOWEL AND FINISH TO MATCH NEWEL POST J S MICROPHONE BY SOUND INSTALLER SIM. B C B F2.2 F2. F2.2 HANDRAIL SEE SACRAMENT TABLE DETAIL R /F2.2 Th 2' -0" W x _ 6" H x 18" D OPEN ELECTRIC AND SOUND CONDUIT I STUBS SEE C /E4.2 KNEELER SEE - DETAIL C /F2.2 (2) 3/8" DIA. x 6" EXPANSION BOLT AT CHAPEL FLOOR OR (2) 3/8" DIA. x 4" LAG BOLT INTO 2x8 DOUBLE PLATE AT n1_%c+rn1 u, M nnn TOP OF TABLE HARDWOOD TRIM MICROPHONE COVER I ANEWEL ANCHOR NOT TO SCALE J SEE G /F2.2 ELEVATION (CHAPEL SEATING VIEW B 1/2" MOTORIZED D ADJUSTABLE F2. PULPIT A E F2. RAILING F2. N1116!w LOCK REMOVABLE STEP WOOD BASE SEE G /F2.2 —J ii ----- - - -��— ton ELEVATION ( ROSTRUM SEATING VIEW) 1/2" = 1' -0" ELEVATION 1/8" X 1/8" ROUTED 101' -2" I I GROOVES -STAIN DARK FLOOR G I I F2.1 I I THICKNESS AS � 3/4" HARDWOOD - FINISH o N I I TO MATCH PULPIT AS NEWELL POST. FINISH TO MATCH 3/4" X 1 1/2" HARDWOOD ti I I BASE FINISH TO MATCH —BRACKET r. PULPIT.ATTACH TO FLOOR J I I WITH (4) 3 "X #12 COUNTER - TO PANEL BEYOND = SUNK WOOD SCREWS. FILL I I HOLE WITH WOOD DOWEL LL � AND FINISH TO MATCH J CONTROL PEDESTAL L0 ELEVATION H � 3" = 1' -0" PANEL AND TRIM SEE Q /F2.2 i I I I ANCHOR BASE PLATE SEE DETAIL K /F2.1 (2) 3/8" DIA. x 6" EXPANSION BOLT AT CHAPEL FLOOR OR (2) 3/8" DIA. x 4" LAG BOLT INTO 2x8 DOUBLE PLATE AT ROSTRUM FLOOR (2) -1/4 "DIA. SELF TAPPING SCREW SET IN PRE - DRILLED HOLE, 2 SIDES FILL HOLE WITH WOOD DOWEL AND FINISH TO MATCH NEWEL POST J S MICROPHONE BY SOUND INSTALLER SIM. B C B F2.2 F2. F2.2 HANDRAIL SEE SACRAMENT TABLE DETAIL R /F2.2 Th 2' -0" W x _ 6" H x 18" D OPEN ELECTRIC AND SOUND CONDUIT I STUBS SEE C /E4.2 KNEELER SEE - DETAIL C /F2.2 (2) 3/8" DIA. x 6" EXPANSION BOLT AT CHAPEL FLOOR OR (2) 3/8" DIA. x 4" LAG BOLT INTO 2x8 DOUBLE PLATE AT n1_%c+rn1 u, M nnn TOP OF TABLE HARDWOOD TRIM MICROPHONE COVER I ANEWEL ANCHOR NOT TO SCALE J SEE G /F2.2 ELEVATION (CHAPEL SEATING VIEW B 1/2" MOTORIZED D ADJUSTABLE F2. PULPIT A E F2. RAILING F2. N1116!w LOCK REMOVABLE STEP WOOD BASE SEE G /F2.2 —J ii ----- - - -��— ton ELEVATION ( ROSTRUM SEATING VIEW) 1/2" = 1' -0" 1' -0" 11" 0 i .... ............... . BOTTOM OF CARPET RAMP STEPS NEWEL- POST RAMP BEYOND ANCHOR SEE K /F2.1 ( 3 5/8" HIGH BY THICKNESS AS REQUIRED TO BE IN SAME PLANE AS NEWELL POST. 7" F t" LO 4 F2 N � 9/16" \ M o N M lV TOP OF RAMP STEP SIDE VIEW J 2.1 7 HAND[ SEE R RAILIN BRACE' EDGE OF WALL 1 d i ROSTRUM ELEVATION FLOOR 101' -2" j CHAPEL ELEVATION FLOOR 1 100'-0" ROSTF FLOOR N ELEVATION I 101 -2 NEWEL ANCH( NEWEL- POST SEE R ANCHOR SEE K /F2.1 DETAIL ELEVATION ROSTRUM RAILZRAMP VIEW D 1/2" = 1' -0" 10 �[��hIiL11�L HARDWOOD RAILING AND TABLE SUPPORT ELECTRICAL AND SOUND CONDUIT STUB BELOW SEE C /E4.2 16" ROSTRUM ELEVATION 14' -0" 101' -2" 4" DIAMETER ROSETTE BLOCKING ELEVATION FLOOR BEHIND BRACKET. THICKNESS AS � NECESSARY TO BE IN SAME PLANE 0 AS NEWELL POST. FINISH TO MATCH z ti RAILING. _J —BRACKET r. RETURN HANDRAIL J (TYP.) CU TO PANEL BEYOND = V V /1/ RAILING LL � PARTITION J D 1' -0" 11" 0 i .... ............... . BOTTOM OF CARPET RAMP STEPS NEWEL- POST RAMP BEYOND ANCHOR SEE K /F2.1 ( 3 5/8" HIGH BY THICKNESS AS REQUIRED TO BE IN SAME PLANE AS NEWELL POST. 7" F t" LO 4 F2 N � 9/16" \ M o N M lV TOP OF RAMP STEP SIDE VIEW J 2.1 7 HAND[ SEE R RAILIN BRACE' EDGE OF WALL 1 d i ROSTRUM ELEVATION FLOOR 101' -2" j CHAPEL ELEVATION FLOOR 1 100'-0" ROSTF FLOOR N ELEVATION I 101 -2 NEWEL ANCH( NEWEL- POST SEE R ANCHOR SEE K /F2.1 DETAIL ELEVATION ROSTRUM RAILZRAMP VIEW D 1/2" = 1' -0" 10 �[��hIiL11�L HARDWOOD RAILING AND TABLE SUPPORT ELECTRICAL AND SOUND CONDUIT STUB BELOW SEE C /E4.2 16" ROSTRUM ELEVATION FLOOR 101' -2" CHAPEL ELEVATION FLOOR 100' -0" POST F2.2 ELEVATION 100' -0" gEWEL- POST 4NCHOR SEE K /F2.1 a >'oo 0 ASSOCIATES oo ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V" WEAVER & ASSOC. 1605, S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 \ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROSTRUM CASEWORK Sheet: F2.1 3 " = 1' -0" 3 1/4" 5/16" 2 5/8" 5/16" O Z U0 = T l �z cn N � o 0 0 0 z ti OOz _J Q r. . 0 J — CU ~ Of O � V V /1/ Z) LL � < m X J D L0 �w W � X N N w LL N Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROSTRUM CASEWORK Sheet: F2.1 3 " = 1' -0" 3 1/4" 5/16" 2 5/8" 5/16" O Z U0 = l �z cn W 0 o U 0 L) xU� U C/) W4 H w4 �D H w 0 C) Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROSTRUM CASEWORK Sheet: F2.1 3 " = 1' -0" 3 1/4" 5/16" 2 5/8" 5/16" O Z U0 = C 0 a C) N N 0 ai C13 0 M Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROSTRUM CASEWORK Sheet: F2.1 3 " = 1' -0" 3 1/4" 5/16" 2 5/8" 5/16" O Z U0 = 0 SECT A 1 1/2 1 1/2" 1" 3 3/4" 4" SQUARE X 1" HIGH HARDWOOD 6 1/4" x 7" x 1" TRIM HARDWOOD NEWEL -POST CAP HARDWOOD = J BASE SEE A /A7.1 (SIM.) HARDWOOD HANDRAIL ROSTRUM SEE R /F2.2 �, FLOOR LINE HARDWOOD TRIM SEE J /F2.2 3/4" Q M F2.2 C7 0 5 3/4" 0 3/4" PANEL PRODUCT = ROSTRUM Q FLOOR U WOOD NEWEL POST Q RAMP .� V) w LECTERN BEYOND c� z 3/8 ry 1- � STEPS - O P H 0 Z F2.2 ct o o- Q �. z o 1/2" PLASTIC TUBE W H U FROM PULPIT w > I N (CONNECT THRU LID HOLE IN LECTERN) W H F2.2 o N 75 X HOUSING FOR LO MECHANISM — 3/4" PANEL PRODUCT Q G SIM. Q F2. w S Z F 1 1/2 = 1' -0" N 2 3/16" N ANCHORS AT 12" 0. C. 3/4" x 1 1/2"- NAILER CONT. STEPS CHAPEL FLOOR LINE 3/8" 3/8" 11/16" 3/8" o V HARDWOOD (ALL SOLID z HARDWOOD PANEL ENDS BE LAMINATED FROM SC Q ONE PIECE 3/4" X 2 3� X MATERIAL. AND ROUTED DETAILED DIMENSIONED) 2 1 (0 N DETAIL 3/4" _ SECT B 3/4" PANEL PRODUCT ANCHORS AT EACH VERTICAL MOLDING - RECESS AND FINISH W/ WOOD PLUG HARDWOOD TRIM _ N � LO CHAPEL FLOOR 1 1/2" LINE 3/4-1 HARDWOOD BASE SEE A/7.1 SIM. DETAIL G 3 " = 1 - �..nr�r�L r wvr� L TOP OF ROSTRUM F2. RAILING RAILING EDGE TOP OF SACRAMENT TABLE BEYOND GROOVES S -2 HANDRAIL HARDWOOD STOCK 1' -3" SEE H /F2.2 SEE R /F2.2 N -- R F X A - -- -o -- 2. RETURN HANDRAIL ° N 2 „ 11 N 11 -0 2" TO PANEL BEYOND rn 7" 7" 1" ANCHOR ACCESS o HOLE (TYP.) ROSTRUM CHAPEL FLOOR FLOOR LINE o LINE 3- 6MM x 32MM DOWELS AT JOINT AS SHOWN SIDE LE VATION 2' -4 1/2" PROVIDE 2 3/4" H X 9 5/8" W OPENING FOR PULL OUT MICROPHONE WITH FLANGE SEE C /E4.2 K 3/4" CONT. PANEL SIM, C2. PRODUCT SUPPORT N 3/4" PANEL PRODUCT /--1/4" HARDWOOD BAND 2'- 0" W x 6" H x 18" HARDWOOD COVER 1' -9 1/4" co M d' I CV 00 a- N _I REMOVEABLE WOOD KNEELER WITH CARPET ON ALL EXPOSED SURFACES ROSTRUM FLOOR LINE HARDWOOD TRIM SEE P /F2.2 NOTE: LECTERN MUST HAVE A MINIMUM CLEARANCE OF 3" IN THE LOW POSITION _ r1 /2" N 3/4" PANEL PRODUCT DOOR W/ HARDWOOD EDGES 0 ACCESS COVER N N 3/4" PANEL = PRODUCT K ' REMOVABLE STEP WITH CARPET ON TOP SURFACE h 3/4" HARDWOOD -- BASE N - 1 3" NOTE... VERIFY MANUFACTURERS REQUIREMENTS FOR INSTALLATION OF ADJUSTABLE PULPIT MECHANISM (HEIGHT OF SHELF, ETC.) MANUFACTURER MAY VARY MICROPHONE MOUNT AND CABLE ASSEMBLY BY SOUND INSTALLER 3/4" PANEL PRODUCT - 3/4" WOOD RIBS AT 4" O.C. EACH WAY 1/4" HARDWOOD BAND AT ALL EXPOSED EDGES 3/4" SHELF PULPIT 3/4" PANEL PRODUCT — HARDWOOD TRIM (TYPICAL) DETAIL 3" = 1' -0" L TOP OF ROSTRUM F2. RAILING RAILING EDGE GROOVES 2' -8 1/4" 1 , \ HANDRAIL 1 t — O" HARDWOOD STOCK SEE R /F2.2 SEE H /F2.2 XA N A _ RETURN HANDRAIL TO = O 6 1' -0" 2" PANEL BEYOND M CN _ _ 7" 1" ANCHOR ACCESS o HOLE (TYP.) ROSTRUM CHAPEL FLOOR FLOOR LINE o LINE 3- 6MM x 32M DOWELS AT JOINT AS SHOWN SIDE ELEVATION N 1/2" = V-0 3/4" DETA 2" 2 1/4" VAI DOOR 2' -1 1/2" TO CENTERLINE L F2. 2 1/4" I 3/16" ( 2 1 /4' 5 3/4" HARDWOOD TRIM SEE J /F2.2 SIM. � HARDWOOD TRIM SEE G /F2.2 CHAPEL FLOOR N I HARDWOOD TRIM CHAPEL SEE G /F2.2 FLOOR S E C TI,O,N J DETAIL 3 1 3"� 3/4" PANEL PRODUCT I I HARDWOOD TRIM TRIM co 3/4" HARDWOOD NEWEL -POST W MITERED CORNERS SEE J /F2.1 1 /2" ROUTED GROOVE I 3/8" ROUTED CORNER SECTION HANDRAIL SUPPORT BRACKET ROSTRUM RAILING OR NEWELL POST SECTI a oo ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 �I \ASSOCIATES A. McFARLAND AR -2561 1� 1 = LECTERN BEYOND c� z 3/8 ry Z � STEPS - O P H 0 Z F2.2 ct o o- C) �. z o 1/2" PLASTIC TUBE W H U FROM PULPIT G/� MECHANISM FOR MICROPHONE CABLE W O N (CONNECT THRU LID HOLE IN LECTERN) W H F2.2 o N 75 X HOUSING FOR ADJUSTABLE PULPIT MECHANISM 3/4" PANEL PRODUCT 1 1/2" PANEL to = PRODUCT FIXED SHELF WITH i HARDWOOD EDGES M � HARDWOOD TRIM SEE G /F2.2 CHAPEL FLOOR N I HARDWOOD TRIM CHAPEL SEE G /F2.2 FLOOR S E C TI,O,N J DETAIL 3 1 3"� 3/4" PANEL PRODUCT I I HARDWOOD TRIM TRIM co 3/4" HARDWOOD NEWEL -POST W MITERED CORNERS SEE J /F2.1 1 /2" ROUTED GROOVE I 3/8" ROUTED CORNER SECTION HANDRAIL SUPPORT BRACKET ROSTRUM RAILING OR NEWELL POST SECTI a oo ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 �I \ASSOCIATES A. McFARLAND AR -2561 1� 1 Project Number: 591- 55 -77 Plan Series: HE R- TRA -98 - 13 Property Number: 591 - 5568 -77 Sheet Title: ROSTRUM CASEWORK Sheet: F2.2 CONDUITS SEE I/A6.1 CHAPEL FLOOR EF2 S E C TI,O,N SECTI 1' -1 1/2" 1/8" SPLINE d- M 1/4" 1/4" [ 1" 4 1 1/4" Tv, N 3/4" 1/4"R (TYP.) HARDWOOD TRIM M = e HARDWOOD TRIM 3/4" PANEL PRODUCT /4 "R (TYP.) HARDWOOD RIM I = l c� z N ry � �: O H 0 Z o va V ct o o- C) �. z o W H U 0 CD L G/� W O Ww J LID U W d 75 X � W L.L Project Number: 591- 55 -77 Plan Series: HE R- TRA -98 - 13 Property Number: 591 - 5568 -77 Sheet Title: ROSTRUM CASEWORK Sheet: F2.2 CONDUITS SEE I/A6.1 CHAPEL FLOOR EF2 S E C TI,O,N SECTI 1' -1 1/2" 1/8" SPLINE d- M 1/4" 1/4" [ 1" 4 1 1/4" Tv, N 3/4" 1/4"R (TYP.) HARDWOOD TRIM M = e HARDWOOD TRIM 3/4" PANEL PRODUCT /4 "R (TYP.) HARDWOOD RIM I = l c� z w O � o U COO o o va V o- V� W H W H (—� G/� W O w U Project Number: 591- 55 -77 Plan Series: HE R- TRA -98 - 13 Property Number: 591 - 5568 -77 Sheet Title: ROSTRUM CASEWORK Sheet: F2.2 CONDUITS SEE I/A6.1 CHAPEL FLOOR EF2 S E C TI,O,N SECTI 1' -1 1/2" 1/8" SPLINE d- M 1/4" 1/4" [ 1" 4 1 1/4" Tv, N 3/4" 1/4"R (TYP.) HARDWOOD TRIM M = e HARDWOOD TRIM 3/4" PANEL PRODUCT /4 "R (TYP.) HARDWOOD RIM I = C 0 Q U to 'M 0 _ Y ns Project Number: 591- 55 -77 Plan Series: HE R- TRA -98 - 13 Property Number: 591 - 5568 -77 Sheet Title: ROSTRUM CASEWORK Sheet: F2.2 CONDUITS SEE I/A6.1 CHAPEL FLOOR EF2 S E C TI,O,N SECTI 1' -1 1/2" 1/8" SPLINE d- M 1/4" 1/4" [ 1" 4 1 1/4" Tv, N 3/4" 1/4"R (TYP.) HARDWOOD TRIM M = e HARDWOOD TRIM 3/4" PANEL PRODUCT /4 "R (TYP.) HARDWOOD RIM I = iARDW00D - RIM S /4" PANEL PRODUCT N 3/4"- 1 1/2' TABLE MICROPHONE MOUNTED IN SIDE WHERE OCCURS HARDWOOD TRIM - ADJUST FOR MICROPHONE WHERE OCCURS 3/4" PANEL PRODUCT 1/4" HARDWOOD BAND DETA K 3" = 1' HARDWOOD 11/2" 21/4" HANDRAIL DESIGN CRITERIA 2003 IBC - A1.1 FLOOR PLAN A7.1 MISCELLANEOUS DETAILS FS1.1 MAIN FLOOR FIRE SPRINKLER PLAN E1.0 TYPE OF CONSTRUCTION Y- B G1.1 COVER SHEET AND INDEX TO DRAWINGS A1.2 OCCUPANCY A -3 ASSEMBLY MISCELLANEOUS DETAILS FS1.2 UPPER LEVEL FIRE SPRINKLER PLAN HEIGHT AS PER CODE 2 STORY, 40' -0" 0 G1.2 CODE INFORMATION EARTHQUAKE BASE SHEAR SEE SHEET S1.0 FOR STRUCTURAL DESIGN CRITERIA WIND PRESSURE ROOF DEAD LOAD LIVE LOAD CEILING FRAMING LIVE LOAD ATTIC AREA SOIL BEARING CONCRETE MAIN FLOOR PLAN - POWER = WINTER DESIGN TEMPERATURE SUMMER DESIGN CONDITIONS VENTILATION SEE SHEET M1.1 FOR DESIGN CRITERIA THESE DOCUMENTS HAVE BEEN DESIGNED TO MEET THE VENTILATION REQUIREMENTS OF ASHRAE 62 -2001 ELEVATION SEA LEVEL A7.4 STORAGE BUILDING AND DETAILS ELECTRICAL PHASE 120/208V 3 PHASE E1.3 ATTIC PLAN - ELECTRICAL PLUMBING CODE 2003 - INTERNATIONAL PLUMBING CODE W U MECHANICAL CODE 2003 - INTERNATIONAL MECHANICAL CODE i STANDAR SYMBOLS LEGEND DETAIL -9 DETAIL LETTER A1.3 -0 SHEET NUMBER ELEVATION (DATUM) ELEVATION 100' -0" SECTION SECTION LETTER 5.5 .E SHEET NUMBER SHEET REFERENCE B 1 LE ROOM .E ROOM NAME ROOM NUMBER F1 50 -E ROOM NUMBER 1/A6.3 - ENLARGED PLAN ELEVATION (VIEW) B ELEVATION LETTER SHEET NUMBER DOOR DESIGNATION WINDOW DESIGNATION 123 U VISUAL DISPLAY BOARDS 22 MILLOWHOLLOW 2 REX . ECT # 591 556777 475 EAST 7th. NORTH REXBURG, IDAHO 83440 HERITAGE TRADITIONAL STYLE ENGINEERED Weaver & Associates PA ESA SYSTEMS ti I Landscape Architecture Land Planning I ASSOCIATES D E R 0 R 0 U P TA- S TANNER SMITH BARFUSS & ASSOCIATES., Inc. B J . A Structural Engineers E En al n_e erin a Inc. Consulting Engineers SPA ..y R: D R A W I N G I N D E X SHEET SHEET TI TLE SHEET SHEET TI TLE SHEET SHEET TI TLE SHEET SHEET TI TLE SHEET SHEET TI TLE NUMBER NUMBER NUMBER NUMBER NUMBER GENERAL ARCHITECTURAL ARCHITECTURAL FIRE SPRINKLER ELECTRICAL 0 - A1.1 FLOOR PLAN A7.1 MISCELLANEOUS DETAILS FS1.1 MAIN FLOOR FIRE SPRINKLER PLAN E1.0 ELECTRICAL SITE PLAN G1.1 COVER SHEET AND INDEX TO DRAWINGS A1.2 MECHANICAL ACCESS PLAN A7.2 MISCELLANEOUS DETAILS FS1.2 UPPER LEVEL FIRE SPRINKLER PLAN E1.1 MAIN FLOOR PLAN - LIGHTING 0 G1.2 CODE INFORMATION A1.3 WALL TYPES FLOOR PLAN A7.3 MISCELLANEOUS DETAILS F51.3 UPPER LEVEL, CHAPEL AND CULTURAL CENTER FIRE SPRINKLER PLAN E1.2 MAIN FLOOR PLAN - POWER = G1.3 LIGHT POLE - CURB AND GUTTER DETAILS A1.4 WALL TYPES A7.4 STORAGE BUILDING AND DETAILS FS2.1 FIRE SPRINKLER SECTIONS E1.3 ATTIC PLAN - ELECTRICAL W U w NI A1.5, ROOF PLAN FS5.1 FIRE SPRINKLER DETAILS E2.1 SCHEDULES AND SINGLE LINE DIAGRAM � A1.6 ROOFING DETAILS FURNISHINGS E2.2 MAIN FLOOR TELE /DATA DIAGRAM AND SCHEDULE 0 m F1.1 FURNISHINGS PLAN AND SCHEDULES E4.1 MAIN FLOOR ELECTRICAL PLAN AND NOTES - SOUND ❑ 5 0 A2.1 EXTERIOR ELEVATIONS F2.1 ROSTRUM CASEWORK PLUMBING E4.2 MAIN FLOOR REFLECTED CEILING PLAN - SOUND n A2.2 EXTERIOR ELEVATIONS F2.2 ROSTRUM CASEWORK P1.1 MAIN FLOOR PLUMBING PLAN F3.1 ROOM SIGNAGE LOCATION PLAN P1.2 MECHANICAL EQUIPMENT ACCESS PLAN V) SITE DEVELOPMENT A3.1 BUILDING SECTIONS F3.2 ROOM SIGNAGE SCHEDULE AND DETAILS P4.1 ENLARGED PLUMBING PLANS AND PLUMBING RISERS Z SD1.1 SITE PLAN - LAYOUT A3.2 BUILDING SECTIONS P4.2 PLUMBING SCHEMES SOUND Ji Cf) SD1.2 SITE PLAN - GRADING A3.3 BUILDING SECTIONS STRUCTURAL P5.1 PLUMBING DETAILS T1.1 SOUND SYSTEM SINGLE LINE, EQUIPMENT AND DETAILS SD1.3 SITE PLAN - UTILITIES A3.4 EXTERIOR WALL SECTIONS S1.0 STRUCTURAL SCHEDULES T1.2 SOUND SYSTEM EQUIPMENT LIST, AND PRESET DIAGRAM A3.5 EXTERIOR WALL SECTIONS S1.1 FOOTING AND FOUNDATION PLAN Q A3.6 EXTERIOR WALL SECTIONS S1.2 FOOTING SCHEDULE AND CONCRETE DETAILS MECHANICAL of LANDSCAPING A3.7 STEEPLE ELEVATION AND SECTIONS S1.3 CONCRETE DETAILS M1.1 MAIN FLOOR MECHANICAL PLAN 1-1.1 LANDSCAPE PLANTING PLAN S1.4 CONCRETE DETAILS M1.2 MECHANICAL EQUIPMENT ACCESS PLAN FIRE DETECTION V) L1.2 SPRINKLER IRRIGATION PLAN A4.1 REFLECTED CEILING PLAN S2.1 ROOF FRAMING PLAN M2.1 MECHANICAL SECTIONS FD1.1 FIRE DETECTION F- 1-1.3 DETAILS A4.2 MISCELLANEOUS DETAILS S2.2 ENLARGED FRAMING PLANS M5.1 MECHANICAL DETAILS � L1.4 DETAILS A4.3 LIGHT COVE AND CEILING TRIM DETAILS S2.3 CEILING FRAMING PLAN, SCHEDULES AND DETAILS M5.2 MECHANICAL DETAILS ° S2.4 FRAMING DETAILS M5.3 REFRIGERANT DETAILS AND ISOMETRIC N A5.1 FINISH SCHEDULE S2.5 FRAMING DETAILS M6.1 MECHANICAL SCHEDULES w A5.2 DOOR SCHEDULE AND WINDOW SCHEDULE S2.6 FRAMING DETAILS A5.3 DOOR DETAILS S2.7 SHEAR WALL ELEVATIONS AND DETAILS MECHANICAL ELECTRICAL °❑ A5.4 FOLDING PARTITION DETAILS S2.8 STEEPLE BASE FRAMING AND DETAILS ME1.1 AUTOMATIC TEMPERATURE CONTROL FLOOR PLAN AND DETAILS S2.9 FRAMING DETAILS ME1.2 AUTOMATIC TEMPERATURE CONTROL RACEWAY DIAGRAM a A6.1 ENLARGED ROSTRUM S2.10 WALL ELEVATIONS ME2.1 AUTOMATIC TEMPERATURE CONTROL WIRING, SCHEDULES A6.2 ENLARGED BISHOP, CLERK AND MOTHER'S ROOM S2.11 STAIR SECTION AND DETAILS ME2.2 AUTOMATIC TEMPERATURE CONTROL WIRING o' A6.3 ENLARGED RESTROOMS AND CUSTODIAL AREA ME2.3 AUTOMATIC TEMPERATURE CONTROL WIRING co °O N A6.4 ENLARGED SERVING AREA S3.1 TRUSSED RAFTERS AND TRUSSED BLOCKING ME2.4 AUTOMATIC TEMPERATURE CONTROL WIRING A6.5 ENLARGED MATERIAL CENTER S3.2 TRUSSED RAFTERS ME3.1 AUTOMATIC TEMPERATURE CONTROL COMMUNICATING SYSTEM N A - CHAPEL AND MISC. INTERIOR DETAILS 1 1 i F ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suits A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V* WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES T A. McFARLAND AR -2561 STATE OF IDAHO z O o o xU� EL U E. Ei H C/� w WO I N ry 3: 0 = oz� o° Q � Z o O (D � U-) ti C� Of -17 ILL ' r Q X UJ _ m U � X W U w z O o o xU� EL U E. Ei H C/� w WO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: COVER SHEET AND INDEX TO DRAWINGS Sheet: G1.1 I 0 . U U ❑ 0 5 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: COVER SHEET AND INDEX TO DRAWINGS Sheet: G1.1 0 o ».;..: °ASSOCIATES �o ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 \ASSOCIATES A. McFARLAND AR -2561 STATE OF IDAHO N O C7 H J Q W z L C9 0 V) w w a Cr w U-1 z N 0 J J 0 J J I O n 0 z a Qf cri 6i to 0 O N U7 N LO 0 0 199 t D M PEI 207 0 l ag CCUPANCY PLAN 16 = 1 -0 TOTAL OCCUPANT LOAD FOR ALL OCCUPANCIES= 994 EXITING PLAN COMPLIES WITH IBC 1109 =11 EM M � 299 M SYMBOL DESCRIPTION Code Requirement Actual Building Design 152 SF ROOM SQUARE FOOTAGES: 1:200 = 3 208 54 OCCUPANT LOAD SERVED BY EXIT Chapter 3 z !� NOT COUNTED IN TOTAL OCCUPANT LOAD 72 ROOM OCCUPANT LOAD AT 7 SQ. FT. PER PERSON 2p ROOM OCCUPANT LOAD AT 20 SQ. FT. PER PERSON O ROOM OCCUPANT LOAD AT 100 SQ. FT. PER PERSON 2003 IBC CODE INFORMATION Code Item Code Requirement Actual Building Design Reference MEN 497/150 =4 1:200 = 3 Occupancy A -3 Assembly A -3 Assembly Chapter 3 z !� o Construction Type Type V -B Type V -B 602.5 Fire Sprinkled Fire Sprinkled Allowable Floor Area Section 302.3.1 - Allowable areas based on most Actual Area = 16,558 s.f. V)H restrictive use. Different uses are not separated J z bv fire barriers ti Allowable Area Increase 300% Increase for fire sprinklers 506.3 r LO 75% Increase for frontage 506.2 Maximum Height 1 story, 40 feet, Sec 503 504.2: 1 story, 27' -4 3/8" + 20 feet increase for sprinkler + 1 story Spire 38' -11" = 66' -3 3/8" Roof Covering Class C Fire - Resistance Class A Fire - Resistance Table 1505.1 Draft Stops 717.3.3 & 717.4.3 Exceptions Not Required in buildings with sprinklers Egress Width With sprinkler system: Stairs 0.2/ Occupant 400" Provided Section 1005 Others 0.15/ Occupant 238" Required Restroom Accessiblity ANSI A117.1 1 accessible fixture type for each Group A occupancy - 1 unisex toilet restroom, 1 Unisex toilet Accessible Entrance At least 50% but not less than 1 Provided Section 1105.1 r PLUMBING FIXTURE COUNT 994 OCCUPANTS WATER CLOSETS LAVS DRINKING FOUNTAINS MEN 497/150 =4 1:200 = 3 1 REQUIRED WOMEN 497/75 =7 1:200 = 3 PROVIDED z !� o MEN 6 3 4 TOTAL WOMEN 7 j 4 ti Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: CODE INFORMATION - IBC Sheet: G1.2 Mr I c CN w 0 z !� o Q F� Fyl = Q z ti o0 a U V)H a J z (0 ti r LO X co U X W ry Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: CODE INFORMATION - IBC Sheet: G1.2 I c w 0 z !� o U F� Fyl C4 P� OVA a U V)H a z �D H d W0 W U Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: CODE INFORMATION - IBC Sheet: G1.2 I c 0 a U ❑ r 0 m Y Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: CODE INFORMATION - IBC Sheet: G1.2 CURB, SIDEWALK, -1" HUMUS TO BE OR CONCRETE ROTOTILLED INTO MOW STRIP TOPSOIL N SLOPE w CD FINISH 1/2" P E T N Z GRADE I I r L. = I WHERE SHRUB PLANTING IIII= ) OCCURS: 12 INCHES TOP SOIL AND 1 INCH HUMUS COMPACT BASE SHRUB PLANTING AREAS -SOIL PROFILE 2' -6" SEE NOTE 1 2' -6" FINISH GRADE CONCRETE 6" 2' -0" � SIDEWALK " 2 3/8 PAVING wo cn z t 77 LJ = IIII a ^ 4 I SLR_ - R 1 o a z-- \ ° GRANULAR i 000 L BASE _ol0:010_ 8 3/B' q i' -9 5 /8° OFF SITE AND ON SITE WHEN WATER DRAINS TOWARD CURB COMBINATION SIDEWALK -CURB AND GUTTER DETAIL FINISH GRADE 6" 2' -0" PAVING c °z 2 3/8" 1 11 = C-4 -- _ - -- y (III= • : SLOPE FINISH GRADE ci, -� oo Ili a N r` = °�� o ° X910 0 ROAD BASE o ° SIDEWALK WERE GRANULAR BASE OCCURS CONCRETE CURB AND GUTTER I 8 3/8" �, 1' -9 5/8" GRANULAR 8 3/8" 1' -9 5/8" BASE FOR USE ON PERIMETER AREAS WHERE FOR USE ON PERIMETER AREAS WATER DRAINS AWAY FROM CURB WHERE WATER DRAINS TOWARD CURB CURB AND GUTTER DETAIL l ot AND GUTTEF = i 2' -6" 6" 2' -0" N 2 3/8" Ln z PAVING l � l l l I S -•- P — °o a a ° V20- , I FINISH GRADE PRIOR 1" HUMUS TO BE TO PLACING SOD ROTOTILLED INTO TOP SOIL FINISH GRADE PRIOR TO PLACING 1 " HUMUS FINISH GRADE FINISH GRADE PRIOR TO SEEDING 6 „ 1" HUMUS TO BE PRIOR TO PLACING UJ ROTOTILLED INTO 1" HUMUS SIDEWALK, CURB °z A TOP SOIL OR MOW SRIP FINISH GRADE1 — III GRANULAR MOW STRIP TOP SOIL TOP SOIL BASE SIDEWALK OR CURB ROUGH GRADE PRIOR COMPACT BASE TO PLACING TOP SOIL TOUPLACINGDTOPPRIOR SOIL SODDED AREAS- SEEDED AREAS - SOIL PROFILE SOIL PROFILE D 0 c� i J Q W z w 0 i W w 0 W 0 F- < of Li w 2' -0 z LAWN OR GROUND COVER POLE BASE 0 0 -J O i U CRACK CONTROL 3 JOINTS I 0 CONCRETE 5 , -0 „ EXPANSION JOINT SIDEWALK CIA 6; POLE BASE LO nPL P POLE, COVER AND ANCHOR BOLTS G1.4 COORDINATE CLEARANCE BETWEEN GROUT AND HINGED BASE WITH MANUFACTURER. UJI Q NON- SHRINK GROUT 2 00 " BOND BREAKER + CONCRETE SIDEWALK II II. ° II II . GRANULAR BASE � II, II o -,° 1' -6" DIAMETER x 4' -0" 11 14-- = ) Ib a II = LONG CONCRETE BASE. 1 (4) #5 RE -BARS C H =1 3/4 " CONDUIT 24 z 0 = II III BELOW GRADE MIN. II II UNDISTURBED OR p=1l III ( = COMPACTED EARTH R IP . � u u # 3 TIES AT 12 "O.C. .11 � IIIIIII�II I III = ° IIII_- IIII= IIII =IIII- GRANULAR BASE SIDEWALK AREA POLE BASE DETAIL FINISH GRADE ROAD BASE CONCRETE CURB (3) #4 CONTINUOUS PAVING 7 6' -0" MIN. SITE WHERE WATER DRAINS AWAY FROM CONCRETE 6" CONCRETE I I I I I I IINTIEGRAL WALK #4 CONT. d DETAIL �: 0 PAVING . 0 z t o= > 0 r. SLOPE L ` O O OOp o o 0 is U") _ r - IIIII� �° III° J ° °*° ° ° U I 8 X 0 0 o O L.L. GRANULAR BASE II - - -- do 0 0 °og° ( - -ROAD BASE - i- - #4 CONT. 6" ON SITE WHERE WATER DRAINS AWAY FROM WALK 6" CONCRETE I I I I I I IINTIEGRAL WALK &CURB DETAIL ROAD I BASE CONCRETE CURB AND GUTTER �- CONCRETE DRAINAGE STRUCTURE. JOINTS AT 10' -0" O.C. W/ EXPANSION JOINT AT 50' -0" O.C. SLOPE (TYP.) C 0 a `�, .. 000 o = 0000 °Oo °000 ° II 1111 - - I - I „ IIII �III Illl l llll i llil ill 111 ROAD BASE GRANULAR 3' -0" COMPACTED BASE - - - -- - - SOIL BASE N SITE WATERWAY ETAIL nFLAT DRAINAGE STRUC FINISH SMOOTH WALL LINE --: CONCRETE MOW STRIP WHERE LAWN EXTENDS TO WALL FLOOR LINE 10" SLOPE - 1/2" PER FOOT MIN. F FINISH GRADE N z FOUNDATION _ a 4 IIII IIII, ; 1111=1111= 1 ' =11! IIIIIIII__ MOW STRIP ADJACENT TO BUILDING, STORAGE BUILDING, AND MECHANICAL ENCLOSURES nM0W STRIP DETAIL l ot 1 0- 0 10 SEE NOTE 1 POLE, COVER AND ANCHOR BOLTS / SEE NOTE 3. v N NON- SHRINK GROUT II. II 1' -6" DIAMETER x 5' -8" °II jj LONG CONCRETE BASE. J -- - LP II II --- _ ,--PAVING L= II II II it ROAD BASE III II ____ II II - ! - (4) #5 RE -BARS III ��__ III =IIII II II X3/4" CONDUIT 24" II JL_= - ° __IL IIII- BELOW GRADE MIN. 7 11 1111 II II 111111 11 - - COMIPACTED D OR II, II. ( EARTH -IIII � � - -� u = 111_1 #3 TIES AT 12 "O. C. o - = - - _ GRANULAR BASE PARKING LOT POLE BASE DETAIL R 3/4" = 1' -0" FENCE POLE III -= III A IIII I =IIII- I IIII- COMPACTED SOIL BASE 12 '-0" 8' -0" ROUND CORNEF (1/2" RADIUS) TYPICAL FINISH GRADE ------------ 1 C N 0 z w w MOW M 1,. = 1, -O» 6' -0" HIGH 1 CHAINLINK FENCE DUMPSTER PAD PLAN 6" ROAD BASE COMPACTED DUMPSTER PAD SECTION 1/4 = 1' -0" o ' � 9 � °�. _o' o �° ASSOCIATES E ©°cARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBUHG, IDAHO 83440 Fax 206.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 \ASSOCIATES A. McFARLAND AR -2561 OF IDAHO DUMPSTER LOCATION F - 1 I I 6" CONCRETE PAD I I I I I 6" CONCRETE I I I I I I LOADING RAMP L-- 7-- - - -� -- 1 ry DUMPSTER PAD PLAN 6" ROAD BASE COMPACTED DUMPSTER PAD SECTION 1/4 = 1' -0" o ' � 9 � °�. _o' o �° ASSOCIATES E ©°cARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBUHG, IDAHO 83440 Fax 206.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 \ASSOCIATES A. McFARLAND AR -2561 OF IDAHO 1. c� w Z 0 0 U o x U U � E-4 H H V) w Wo I i I I j I c N ry �: 0 . 0 z t o= 0 r. z o L I 0 0 U") r Q X J m U I c_ G X W L.L. 1. c� w Z 0 0 U o x U U � E-4 H H V) w Wo Project Number: 591 - 5_5_6 -77 Plan Series: HER- TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: LIGHT POLE - CURB AND GUTTER DETAIL Sheet: G1 .3 CONCRETE EDGE FINISH SMOOTH ROUND CORNERS (1/2" RADIUS) TYPICAL FINISH GRADE BUILDING WALL LINE FLOOR LINE 2' -0" CONCRETE a a Z SLOPE 1/2" PER FOOT N z w ca I- p c z c 00 0 __!III- I!IIiI oO0 I1 I -III -= -1111= III 1 - IIII -1 11= GRANULAR BASE 6" COMPACTED SOIL BASE APRON ADJACENT TO BUILDING N Z IIII —III IIII COMPACTED SOIL BASE 6" — w - )TYPICAL E PAVING GENERAL NOTES: 1. SEE SITE PLAN FOR WALK LOCATIONS AND WIDTH. 2. 1 PRIOR TO SEEDING OR PLANTING (2" PRIOR TO SODDING) 3. COORDINATE CLEARANCE BETWEEN GROUT AND BASE WITH HINGED BASE MANUFACTURER. 5' -0" MIN. SLOPE FILL TO BOTTOM OF FOOTING STOOP AT DOORS 6' -0" HIGH CHAIN LINK FENCE W/ VINYL SLATS AS REQUIRED BY LOCAL JURISDICTION (NOT SHOWN) DUMPSTER LOCATION 6" CONCRETE PAD I 6" CONCRETE I I LOADING RAMP I- - ASPHALT j 1 1/2 SLOPE 2 1/2" SLOPE 11 IIII =IIII! 1 .1 .1 111, I i I I j I c . I U m . 4 Io _ �o I � Project Number: 591 - 5_5_6 -77 Plan Series: HER- TRA -98 -13 _ Property Number: 591 - 5568 -77 Sheet Title: LIGHT POLE - CURB AND GUTTER DETAIL Sheet: G1 .3 CONCRETE EDGE FINISH SMOOTH ROUND CORNERS (1/2" RADIUS) TYPICAL FINISH GRADE BUILDING WALL LINE FLOOR LINE 2' -0" CONCRETE a a Z SLOPE 1/2" PER FOOT N z w ca I- p c z c 00 0 __!III- I!IIiI oO0 I1 I -III -= -1111= III 1 - IIII -1 11= GRANULAR BASE 6" COMPACTED SOIL BASE APRON ADJACENT TO BUILDING N Z IIII —III IIII COMPACTED SOIL BASE 6" — w - )TYPICAL E PAVING GENERAL NOTES: 1. SEE SITE PLAN FOR WALK LOCATIONS AND WIDTH. 2. 1 PRIOR TO SEEDING OR PLANTING (2" PRIOR TO SODDING) 3. COORDINATE CLEARANCE BETWEEN GROUT AND BASE WITH HINGED BASE MANUFACTURER. 5' -0" MIN. SLOPE FILL TO BOTTOM OF FOOTING STOOP AT DOORS 6' -0" HIGH CHAIN LINK FENCE W/ VINYL SLATS AS REQUIRED BY LOCAL JURISDICTION (NOT SHOWN) DUMPSTER LOCATION 6" CONCRETE PAD I 6" CONCRETE I I LOADING RAMP I- - ASPHALT j 1 1/2 SLOPE 2 1/2" SLOPE 11 IIII =IIII! 1 .1 .1 111, 7F 5 EO 0 13 32 1 2 O m O D 2 c� 3 0 0 I H 4 w 3 w z N O J O J J_ I O M C9 z 3 Q 0 Q 00 N 0 N VARIES 0 13 �]8 U 15 3 D ■l�l O PALO, oinuu Q � • 0 NOTES OI ASPHAL CONCRETE PAV I N6 �2 CONCRETE CURB 4 6UTTER - TIP DOWN �3 4" CONCRETE 51 DEMI.K �4 CONCRETE ROLL -OVER CURB O INLET BOX �6 LI&HT POLE AND BASE O L 16HT POLE AND BASE O8 FLAT DRAINA6E 5TRUCTURE Oq CONCRETE BU I LD I N6 APRON 10 RECESS CURB FOR HC ACCESS II AT ALL ENTRIES PROVIDE A 6"THICK X 45 "DEEP CONCRETE FR05T WALL EQUAL TO THE WIDTH OF THE WALK AND EXTENDING 46" AWAY FROM THE DOOR WAY N #3UIL.DIN6 HALL II W »w ADI -K 12 CONCRETE TRANSFORMER PAD - 6' X 12' 13 NEA 4" PAINTED PARKING STRIPES 14 PAINT (6) ACCESSIBILITY L0605 ON ASPHALT 15 FLAG POLE I6 VINYL MECHANICAL EQUIPMENT ENCLOSURE 17 DUMPSTER ENCLOSURE IS MOW57RIP Iq STORA6E BUILDING 6' CHAIN LINK FENCE YV/ SLATS AND MOASTRI P 21 DRYWELL ASSOCIATES o ARCHITECTURE 1152 BW AVEM — Sane A V 208.359.2909 , IDAHO 83440 Fa: 208.959.2271 LANDSCAPE ARCHITECT DAVID V. WEAWT 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEEI tNG The Dyer Croup LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS do ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANr.#L _ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUS71CAL LNG SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: SITE LAYOUT PLAN Shee SD1.1 0 • e. 0 4 2 13 32 14 13 0 14 14 0 mil© C g � N � Z o O v O z o0 J U LO w H 0 (D �D H J d7 Cl)m w W , U-) Lo� ~ CIO 2 X as W Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: SITE LAYOUT PLAN Shee SD1.1 0 • e. 0 4 2 13 32 14 13 0 14 14 0 mil© C g � :r o. w O Z o U v P� U r w H H �D H o , WO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: SITE LAYOUT PLAN Shee SD1.1 0 • e. 0 4 2 13 32 14 13 0 14 14 0 mil© C g :r o. v r o , 1:M as Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591- 5568 -77 Sheet Title: SITE LAYOUT PLAN Shee SD1.1 0 • e. 0 4 2 13 32 14 13 0 14 14 0 mil© I 3 / O C4 O V) ,. I / M M z LLJ (ni Z w zi Z w 0 <1 tll Sheet: SD1.2 FL. 153 59 RL. M.4 ..... . ........ ........ 48 .............. ..... .......................... 74Y X 2� . ... .......... ............ EG FE S89 °32'1 4 "W 421.62' Tir.. .50 ......... ......... F- ........... 01 8 . .............. F .E.. - 1 0 1.50 F. E. ........... T.C. F E ... 16.15 T.C. - 7555 ............ r-- - r 0 0 < O . ........ " X487 .4,8.0 - 7c1.q8 ........ ...... T.C. -16.6-7 M0 E 6 ....... TC ' -7r -74��WTORAC BUILDING - T5 FL 1 34% T.G.: T.C. - TC1.65 : : F '74.6 Lo LLJ 52 X 70102 a.16 '1 F.E. 701.018 4550 = 100.00' F.E. - 78.15 T.G. - 14.60 : 1.02!5 78.25 1 6 RING = 4514.15 cc T.C. 74 4 I N\/. 4512. 10 � EG B7 4 B 7 f=.L• - 74.014 601 F.E. 74 '15D2 - 75.25 L� RING = 4574.6 .......... INV.= -451:2.1 F.E. - M.25 Q5 co .................. f.E. C -0 18.25 .......... ............ ............. .......... Fi- '15.4q .................................... ....... 2.00% F.E. . . ......... ............ .......... ....... X4874 z-4 .............. ............... .......... .......... ......... FJE. - 1 - 1.25 .. ............. .......... ........ ..... ................. ....... I . ......... ......... ...... F.E. ..................... ...... ... .... - 15.25 ....... ... ......... ............ .............. P LK I F - 14 2 2.85% 44 0 to .... 15 # ....... ............................. ... .... ...... . . .. 0 KIN6 = 45"74.'71 F.E. ...... . . . . . . . .......... ... ... .... ............ - 18.50 . . . ........ . ............... ........... ............... FL. 153 59 RL. M.4 ..... . ........ ........ 48 .............. ..... .......................... 74Y X 2� . ... .......... ............ EG FE S89 °32'1 4 "W 421.62' Tir.. .50 ......... ......... F- ........... 01 8 . .............. ... - 1 0 1.50 F. E. ........... T.C. F E ... 16.15 T.C. .... ............ r-- - r 0 0 < O . ........ " X487 .4,8.0 - 7c1.q8 ........ ...... T.C. -16.6-7 M0 E 6 ....... TC ' -7r -74��WTORAC BUILDING - T5 FL 1 34% T.G.: T.C. - TC1.65 : : F '74.6 Lo LLJ 52 X 70102 a.16 '1 F.E. 701.018 4550 = 100.00' F.E. - 78.15 T.G. 1 6 RING = 4514.15 FL. 153 59 RL. M.4 ..... . ........ ........ 48 .............. ..... .......................... 74Y X 2� . ... .......... ............ EG FE IS FJ 78: 7q X4874, C 7 EG T.C. T.C. T . G . T.G. Tir.. .50 ......... ......... F- .10 01 8 T.C. T.0. - 1 0 1.50 "Mcla T.C. 0 7g 33 T.C. w 'Tclso IS FJ 78: 7q X4874, C 7 EG T.C. T.C. T . G . T.G. Tir.. .50 ......... ......... F- T.C. 01 8 0 FIE. T.0. '75.15 "Mcla IS FJ 78: 7q X4874, C 7 EG T.C. T.C. T . G . T.G. - 1(1.50 ......... ......... F- T.C. 01 8 0 TO. Z - 1 . cl.50 0 T.C. 0 T.G. r-- - r 0 0 < O U - 7c1.q8 (0 Lr) a - M.50 r X48 74,79 T.G.: T.C. - TC1.65 : : Lo Lo LLJ T.0 X 70102 a.16 '1 F.E. 701.018 4550 = 100.00' F.E. - 78.15 TX . ......... T.E. .............. 2.0096 75. L .......... N 78.25 T.C, ) T. .... ............. ...... ...... F FE. 701.00 701 50 70150 T.C. T.C. cl.52 IF T.r_ - 7830 - 1-1.82 *;i T.C,. 2,51% ---------- ------ - - - - - - - - - - - T.O. T.G. T.O. T.O. T.C. R.16 0132 A 32 01.16 78 .76 F.L. 1 T.G. T G &111 '75.26 60 4, . . . . . . . . . . . . . . . . . . . . . . . . . . . . T.C,. (I T.0. T.G. ........ '7q.10 F�T T. X -1cf.10 .. T T.G. N-v - ----------- S r 7!71 A d,. . "I," " .. "R50 f 7T. T.C,. .82 T.G. 8 ;76 A X4 74, A/ FL. '1830 10 W4 .G. .q5 I\ u 0 u N 0 b 0 Z ..... .... ............ T.O. F.L. 7755 IT736 ri ASSOCIATES ARCHITECTURE 1152 M IRI= - Salte A V 208.959.2809 FMM MM aw Fax 208.3692271 LANDSCAPE ;RM VLK & ASWC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529-9504 CIVIL ENGINEERING e Dyer Group LLC 310 N. 2nd I- Ste. 153 Rexburg, Idaho 83440 Voice (208) 656-8800 STRUCTILIPAL ENGINEEFUNG TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Voice Utah 84014 (801) 298-8795 Tel= CHANICAL_ EiFiEFRMIG ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 93204 Voice (208) 233-0501 Fax (801) 233-0529 ELEORM-0110aIRING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232-4439 Fax (208) 232-1435 ACOUSIM-EN61114EM0 SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (W) 328-5151 Fax (208) 232-1435 ASSOCIATES I BMT & MCFAM" AR-2561 E" MEETIN&HOIJ5E F- 0 Z L 0 h , 0 Z r-- - r 0 0 < O U z (0 Lr) a 0 T.. r FIN15H FLOOR ELEVATION T.G.: T.C. - TC1.65 : : Lo Lo LLJ T.0 X 70102 a.16 701.018 4550 = 100.00' 60 4, . . . . . . . . . . . . . . . . . . . . . . . . . . . . T.C,. (I T.0. T.G. ........ '7q.10 F�T T. X -1cf.10 .. T T.G. N-v - ----------- S r 7!71 A d,. . "I," " .. "R50 f 7T. T.C,. .82 T.G. 8 ;76 A X4 74, A/ FL. '1830 10 W4 .G. .q5 I\ u 0 u N 0 b 0 Z ..... .... ............ T.O. F.L. 7755 IT736 ri ASSOCIATES ARCHITECTURE 1152 M IRI= - Salte A V 208.959.2809 FMM MM aw Fax 208.3692271 LANDSCAPE ;RM VLK & ASWC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529-9504 CIVIL ENGINEERING e Dyer Group LLC 310 N. 2nd I- Ste. 153 Rexburg, Idaho 83440 Voice (208) 656-8800 STRUCTILIPAL ENGINEEFUNG TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Voice Utah 84014 (801) 298-8795 Tel= CHANICAL_ EiFiEFRMIG ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 93204 Voice (208) 233-0501 Fax (801) 233-0529 ELEORM-0110aIRING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232-4439 Fax (208) 232-1435 ACOUSIM-EN61114EM0 SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (W) 328-5151 Fax (208) 232-1435 ASSOCIATES I BMT & MCFAM" AR-2561 X,1,,-1- 7825 �t: ......... T.J� T.G. Project Number: / -556-77 T'! - T&I.40 T.C. 1.5. #"7 591 RING = 45"76.5 RING 4514.11 T. Plan Series: T.G IN\/.= 4514.01 '1q.50 - 0150 HER-TRA-98-13 ............. 2.45% T.0 .............. ............... F.E. 2.51% F.L. FL F.L. F.L. Nu mber: - 1CI.00 Property Nu 1q- - 78-2b - 7 - 1.q5 - 7 .83 71 7632 4- S I TE PLAN 591-5568-77 6 74 6RAP I N6 F .'74.ee - 7530 Sheet Title: 6W5 51.25* Q5 F CALB I'= 20' NORTH F.L. F.L. L. SITE PLAN - 1 - 7.55 GRADING F.E: - 15.25 .......... F.L. F.L. F.L. F.L. '76.61 16.cll - 113 - 1 - 1132 ......... T.C,. T.C,. T N89*31',38"E 421.27' . . . . . . . . . . . - - - - - - 77. 0 T.G. . T.G. -741'41 T.r,. 7 .r-. 680 T.G. TC - 7 16.46 T.C. 77 33 a 7632 0 6'3 fTU56 E" F- 0 Z L 0 h , 0 Z r-- - r 0 0 < O U z (0 Lr) a E r M W < X Lo Lo LLJ X LLJ Q� X,1,,-1- 7825 �t: ......... T.J� T.G. Project Number: / -556-77 T'! - T&I.40 T.C. 1.5. #"7 591 RING = 45"76.5 RING 4514.11 T. Plan Series: T.G IN\/.= 4514.01 '1q.50 - 0150 HER-TRA-98-13 ............. 2.45% T.0 .............. ............... F.E. 2.51% F.L. FL F.L. F.L. Nu mber: - 1CI.00 Property Nu 1q- - 78-2b - 7 - 1.q5 - 7 .83 71 7632 4- S I TE PLAN 591-5568-77 6 74 6RAP I N6 F .'74.ee - 7530 Sheet Title: 6W5 51.25* Q5 F CALB I'= 20' NORTH F.L. F.L. L. SITE PLAN - 1 - 7.55 GRADING F.E: - 15.25 .......... F.L. F.L. F.L. F.L. '76.61 16.cll - 113 - 1 - 1132 ......... T.C,. T.C,. T N89*31',38"E 421.27' . . . . . . . . . . . - - - - - - 77. 0 T.G. . T.G. -741'41 T.r,. 7 .r-. 680 T.G. TC - 7 16.46 T.C. 77 33 a 7632 0 6'3 fTU56 E" C 0 Z L c h , U O U a E r 4 X,1,,-1- 7825 �t: ......... T.J� T.G. Project Number: / -556-77 T'! - T&I.40 T.C. 1.5. #"7 591 RING = 45"76.5 RING 4514.11 T. Plan Series: T.G IN\/.= 4514.01 '1q.50 - 0150 HER-TRA-98-13 ............. 2.45% T.0 .............. ............... F.E. 2.51% F.L. FL F.L. F.L. Nu mber: - 1CI.00 Property Nu 1q- - 78-2b - 7 - 1.q5 - 7 .83 71 7632 4- S I TE PLAN 591-5568-77 6 74 6RAP I N6 F .'74.ee - 7530 Sheet Title: 6W5 51.25* Q5 F CALB I'= 20' NORTH F.L. F.L. L. SITE PLAN - 1 - 7.55 GRADING F.E: - 15.25 .......... F.L. F.L. F.L. F.L. '76.61 16.cll - 113 - 1 - 1132 ......... T.C,. T.C,. T N89*31',38"E 421.27' . . . . . . . . . . . - - - - - - 77. 0 T.G. . T.G. -741'41 T.r,. 7 .r-. 680 T.G. TC - 7 16.46 T.C. 77 33 a 7632 0 6'3 fTU56 C 0 CO) Q) cc X,1,,-1- 7825 �t: ......... T.J� T.G. Project Number: / -556-77 T'! - T&I.40 T.C. 1.5. #"7 591 RING = 45"76.5 RING 4514.11 T. Plan Series: T.G IN\/.= 4514.01 '1q.50 - 0150 HER-TRA-98-13 ............. 2.45% T.0 .............. ............... F.E. 2.51% F.L. FL F.L. F.L. Nu mber: - 1CI.00 Property Nu 1q- - 78-2b - 7 - 1.q5 - 7 .83 71 7632 4- S I TE PLAN 591-5568-77 6 74 6RAP I N6 F .'74.ee - 7530 Sheet Title: 6W5 51.25* Q5 F CALB I'= 20' NORTH F.L. F.L. L. SITE PLAN - 1 - 7.55 GRADING F.E: - 15.25 .......... F.L. F.L. F.L. F.L. '76.61 16.cll - 113 - 1 - 1132 ......... T.C,. T.C,. T N89*31',38"E 421.27' . . . . . . . . . . . - - - - - - 77. 0 T.G. . T.G. -741'41 T.r,. 7 .r-. 680 T.G. TC - 7 16.46 T.C. 77 33 a 7632 0 6'3 fTU56 ...... 1. B. #4 P-IN-r, 4874 (-01 01 PVC INV.= 4872.10 ' ST ORM � 4 OOT67 \ASSOCIATES A. McFARLAND AR-2561 N 8 9 *3 2'14" E 125.31' Q0 00 C-0 00 Cn 11 w w W ] w 0 w 3r. I UJI z N Q 10� pt� n L Flt M i MEN TEL. F I NEW UNER6RO POWER TIE INTO TIE INTO EXIST. UTILITY EXIST. UTILITY SS I SS SS ss— 0 ii I INN NEW 6 HATER LINE TIE INTO 12 CITY TIE NEW SM. SEY19Z 4" HATER LINE APPROX LINE INTO EXIST. 35'-On SOUTH FROM ENS CITY SAN E77> POINT SWM MANHOLE EXISTING MANHOLE RIM = 4877.10 SS SS SS SS SS SS ss— INV. IN S = 4863-28 (9�j 7& Y&ed EXIST. 12 SEMR I INV. IN N = 4863-28 4 4 wT& 11 32 11 ®R 0 0 0) 1`0 w 0 b 0 z LOT 2 16,413 sq.ft. LOT 3 16,499 sq.ft. N89032 ) 14"E 125.31 ) IN 1. B. #7 RING = 4876.57 INV,= 4874.07 an PVC STORM FIRE HYD. LOT 4 16,413 sq.ft. ASSOCIATES o ARCHITECTURE 1152 BW AVIIIIN — fttelk V M.3592= FXXBM, MW 83M Fax 206.359.wn LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529-9504 CIVIL ENGINEERING The Dyer Group U-C 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656-8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298-8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233-0501 Fax (801) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232-4439 Fax (208) 232-1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, LIT. 84111 Voice (801) 328-5151 Fax (208) 232-1435 C 00 0 CN O � � 0 SS SS 0 Z L Flt M i MEN TEL. F I NEW UNER6RO POWER TIE INTO TIE INTO EXIST. UTILITY EXIST. UTILITY SS I SS SS ss— 0 ii I INN NEW 6 HATER LINE TIE INTO 12 CITY TIE NEW SM. SEY19Z 4" HATER LINE APPROX LINE INTO EXIST. 35'-On SOUTH FROM ENS CITY SAN E77> POINT SWM MANHOLE EXISTING MANHOLE RIM = 4877.10 SS SS SS SS SS SS ss— INV. IN S = 4863-28 (9�j 7& Y&ed EXIST. 12 SEMR I INV. IN N = 4863-28 4 4 wT& 11 32 11 ®R 0 0 0) 1`0 w 0 b 0 z LOT 2 16,413 sq.ft. LOT 3 16,499 sq.ft. N89032 ) 14"E 125.31 ) IN 1. B. #7 RING = 4876.57 INV,= 4874.07 an PVC STORM FIRE HYD. LOT 4 16,413 sq.ft. ASSOCIATES o ARCHITECTURE 1152 BW AVIIIIN — fttelk V M.3592= FXXBM, MW 83M Fax 206.359.wn LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529-9504 CIVIL ENGINEERING The Dyer Group U-C 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656-8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298-8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233-0501 Fax (801) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232-4439 Fax (208) 232-1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, LIT. 84111 Voice (801) 328-5151 Fax (208) 232-1435 Project Number: 9 1 7r: PLAN 591-556-77 Plan Series: Dw UTILITIES HER-TRA-98-13 WELL 50ALEs 1"=20' NOW" Property Number: 591-5568-77 D 105.31' 0 0 Ac Sheet Title: SITE PLAN - UTILITIES Sheet: SD1.3 105.31 C 0 CN O � � 4 0 0 Z rl-_ 0 U CH z 0 0 (D Q0 LO ? L (D CF) U) < CO X LO LLI UJ Of X o W C� Project Number: 9 1 7r: PLAN 591-556-77 Plan Series: Dw UTILITIES HER-TRA-98-13 WELL 50ALEs 1"=20' NOW" Property Number: 591-5568-77 D 105.31' 0 0 Ac Sheet Title: SITE PLAN - UTILITIES Sheet: SD1.3 105.31 C 0 O � � 4 U CH a WO Project Number: 9 1 7r: PLAN 591-556-77 Plan Series: Dw UTILITIES HER-TRA-98-13 WELL 50ALEs 1"=20' NOW" Property Number: 591-5568-77 D 105.31' 0 0 Ac Sheet Title: SITE PLAN - UTILITIES Sheet: SD1.3 105.31 C 0 o Ca Project Number: 9 1 7r: PLAN 591-556-77 Plan Series: Dw UTILITIES HER-TRA-98-13 WELL 50ALEs 1"=20' NOW" Property Number: 591-5568-77 D 105.31' 0 0 Ac Sheet Title: SITE PLAN - UTILITIES Sheet: SD1.3 105.31 lawn / Tom— -- /� _ -- TF _ C C BW D �N N I / / I I I I I D D I I I I I I o f l l � ' J � l J 1 1 11 J ' l I I I l l I I J J I II I I I J J I II J J J I II II II II �� I I J J I I J 1 1 1 I I I I J J, I I I J I I J J J I I I J I I co J I I I I I I I I J I I I I I I I N I 1 I N D D D I M N / I i ' / PB M M I N AA M M l 0V l G G \ G L I I I I I N N N D I I I D DI N I II D I I I I I DI 0 / I N M N N N / I I 'V' 0 I I I P I I M I M I K IK K K t DV K \ SS TF sodded — lawn lawn sodded FP 96/G2 D 0 GS lawn �J H 0 3H H sodded H H lawn U U U U G G U U U U U U U U U U U U G G G G �IZfG S �� G � `t°J S B S I ©G—) FP S 0 0 S S S S G G sodded G G n G G G G FP G G GS sod ed sodded lawn law / sodded AQ 120/G1 0 IN sodded lawn sodded lawn 0� IN A AQ U U 1 U ? U M�(� �D C CC (D C (3 (D (D (3 (D f� 1 PV ga M M M Q D Q @D Q D O M PV C C C C DK R sodded lawn sodded lawn Acct W �?•� "'' ASSOCIATES o ARCHITECTURE 1468 BW IMM - M I v 306.3692809 IM MM, moo 83440 ft 308.369 un LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group U-C 310 N. 2nd E Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298-6795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + SENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 0 ASSOCIATES cFARLAW AR -2561 PLANT LIST Quant Key Botanical Name Common Name Size i c� z TREES � 1 AA Acer ginnala Amur Maple 4' -6' B &B 4 AQ Acer platanoides 'Emerald Queen' Emerald Queen Maple 2" B &B 1 BW Betula pendula'Laciniata' Cutleaf Weeping Birch 2" B &B 6 FP Fraxinus americana'Autumn Purple' Autumn Purple White Ash 2" B &B 4 GS Gleditsia triacanthos'Skyline' Skyline Honeylocust 2" B &B 4 MR Malus'Radiant' Radiant Flowering Crab 2" B &B 6 MU Malus 'Spring Snow' Spring Snow Fruitless Crab 2" B &B 2 PB Picea pungens Colorado Spruce 8'-10'36" B &B 3 DK Pinus aristata Bristlecone Pine T -4' B &B 3 DV Pinus f. 'Fastigiata Glauca Vanderwolf Vanderwolf Limber Pine 6424" B &B 5 PI Pinus nigra Austrian Pine 6' -8' B &B 2 PM Prunus cerasifera'Mt. St. Helens' Mt. St. Helens Plum 2" B &B 4 PV Prunus padus'Commutata' Mayday Tree 2" B &B 2 RA Prunus virginiana'Shubert's' Canada Red Cherry 2" B &B 2 SS Syringa reticulata 'Sugar Plum Fairy' Sugar Plum Fairy Tree Lilac 2" B &B 9 TF Tilia americana 'Frontyard' Frontyard American Linden 2" B &B 2 TG Tilia cordata'Greenspire' Greenspire Linden 2" B &B SHRUBS 2 A Berberis thunbergi 'Atropurpurea' Red Leaf Japanese Barberry 5 gal. 18 -24" 5 B Berberis t. 'Atropurpurea Nana' Crimson Pygmy Barberry 5 gal. 12 -18" 11 C Caryopteris clandonensis Blue Mist 5 gal. 12 -18" 21 D Corpus alba'Ivory Halo' Variegated Tatarian Dogwood 5 gal. 18 -24" 4 E Corpus stolonifera Red Osier Dogwood 5 gal. 18 -24" 22 F Cotoneaster divaricatus Spreading Cotoneaster 5 gal. 18 -24" 47 G Euonymus alata 'Compacts' Dwarf Winged Euonymus 5 gal. 18 -24" 26 H Euonymus fortunei 'Emerald Gaiety' Emerald Gaiety Euonymus 5 gal. 18 -24" 74 1 Juniperus horizontalis'Blue Chip' Blue Chip Juniper 5 gal. 18 -24" 110 J Juniperus sabina'Buffalo' Buffalo Juniper 5 gal. 18 -24" 9 K Physocarpus opulifolius'Monlo' Monlo Ninebark 5 gal. 18 -24" 2 L Pinus mugo'Mughus' Dwarf Mugo Pine 2'424" B &B 68 M Potentilla fruticosa'Klondike' Klondike Cinquefoil 5 gal. 12 -18" 29 N Prunus cistena Purple Sand Cherry 4'-6'24" B &B 9 O Rosa 'Charles Albanel' Charles Albanel Shrub Rose 5 gal. 12 -18" 14 P Rosa 'Dwarf Pavement' Dwarf Pavement Shrub Rose 5 gal. 12 -18" 4 Q Rosa 'Knockout' Knockout Bush Rose 5 gal. 12 -18" 34 R Spiraea bumalda 'Anthony Waterer Anthony Waterer Spiraea 5 gal. 12 -18" 38 S Spiraea bumalda'Gold Flame' Gold Flame Spiraea 5 gal. 12 -18" 23 T Syringa vulgaris'Pres Grevy' Pres Grevy Lilac 5 gal. 18 -24" 39 U Taxus x- media'Dark Green Spreader' Dark Green Spreading Yew 5 gal. 18 -24" GROUNDCOVER 245 G1 Euonymus fortunei 'Colorata' Purple -leaf Winter Creeper 4" pot. 192 G2 Lysimachia nummularia Creeping Jenny 4" pot. LANDSCAPE PLANTING PLAN SCALE: 1 " = 20' -0" NORTH Project Number: 591 - 556 -77 _ Plan Series: HER T RA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: LANDSCAPE PLANTING PLAN Sheet: L1.1 F F F ' F . F � ) 0 ( sodded lawn FP m ' � \\ todded .•• - lawn GS sodd d odded lawn lawn GS lawn FP 96/G2 1 L i c� z N � �¢ O 0 c� Q Z ti o° 0- V�H O H L0 (A m W W W o W X Mme\ Cn �/ ' 0. Project Number: 591 - 556 -77 _ Plan Series: HER T RA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: LANDSCAPE PLANTING PLAN Sheet: L1.1 F F F ' F . F � ) 0 ( sodded lawn FP m ' � \\ todded .•• - lawn GS sodd d odded lawn lawn GS lawn FP 96/G2 L i c� z 0 �¢ O U c� CID xU 0- V�H H �D W o W Mme\ Project Number: 591 - 556 -77 _ Plan Series: HER T RA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: LANDSCAPE PLANTING PLAN Sheet: L1.1 F F F ' F . F � ) 0 ( sodded lawn FP m ' � \\ todded .•• - lawn GS sodd d odded lawn lawn GS lawn FP 96/G2 i � o . a Cn O Y m Project Number: 591 - 556 -77 _ Plan Series: HER T RA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: LANDSCAPE PLANTING PLAN Sheet: L1.1 F F F ' F . F � ) 0 ( sodded lawn FP m ' � \\ todded .•• - lawn GS sodd d odded lawn lawn GS lawn FP 96/G2 1 3/4" 1 /14F 1 -1 " -1/2 OPA \\\,�`� `�'�......• •� •- mac...►' �►�"'� �""�,..• ♦ ♦ • ♦ • ♦ • i .i i .i .1 .i I® I' 3,4 1 4 � 1 -7 3/4" 3/4" — A -- - \ 3/4 1" 3/4" 1 -1/4" 1„ 1 „ 3/4 8 7 52 52 • • Imo'♦ .. i iii ... • .\ -- o - - -� e 1 " 2" 1„ 2„ 3/4" 1,l 1 1 -1/4" 1" 4 3 20 2 6aJ 7& Xolr& Ybl-cld 52 52 - 52 3/4" 1 -1/4" 2" 1 -1/4" 1" SPRINKLER IRRIGATION PLAN SCALE: 1"= 20' -0" NORTH Arghitoct /<noginpow \ � / �`p 0010 ?•�Y ,,.�`.'' ASSOCIATES ARCHITECTURE u52 DW 11410E — We A V 208.96 2= •EBEB= M= 8914 Fazo LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1805. S. Woodruff Ave. Idaho Falle, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 858 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 Project Number: 591 - 556 -77 Plan Series: HER- TRA - 98 - Property Number: 591 - 5568 -77 Sheet Title: SPRINKLER IRRIGATION PLAN Sheet: L1.2 3/4" LEGEND STOP VALVE: SEE MECHANICAL DRAWINGS D BACKFLOW PREVENTER: WATTS DCA- 007 -QT, SIZE 2" ® CONTROLLER: IRRITROL DIAL -24 -B. QO QUICK COUPLER VALVE: RAINBIRD, OR EQ, 33 -DRLC ® CONTROL VALVE: RAINBIRD 100 PEB VALVE CONTROL VALVE: RAINBIRD 150 PEB VALVE CONTROL VALVE: RAINBIRD 1200 PEB VALVE O 2" FULL PORT GATE VALVE — — — — — MAINLINE CHURCH SYSTEM: PVC SCHEDULE 40, SIZE 2" LATERAL LINE: PE -3408, ASTM D2239, 100 PSI, HIGH DENSITY POLYETHYLENE SLEEVE OR SLEEVES FOR LINES AND /OR WIRING ® SPEARS 2" PVC BALL VALVE ISOLATION VALVE HEAD SYMBOL LEGEND KEY HEAD GPM REQUIREMENT 90 ° 180 ° 270 a Mr 0.81 w O O Z '¢ o U 1.05 N o xU� 0.39 0.79 U O 0.26 H O Z 15EST =0.61 GPM 9SST =1.73 GPM o ° = < F J m r Ji W M � W Lo Lo ~ d' X W th Project Number: 591 - 556 -77 Plan Series: HER- TRA - 98 - Property Number: 591 - 5568 -77 Sheet Title: SPRINKLER IRRIGATION PLAN Sheet: L1.2 3/4" LEGEND STOP VALVE: SEE MECHANICAL DRAWINGS D BACKFLOW PREVENTER: WATTS DCA- 007 -QT, SIZE 2" ® CONTROLLER: IRRITROL DIAL -24 -B. QO QUICK COUPLER VALVE: RAINBIRD, OR EQ, 33 -DRLC ® CONTROL VALVE: RAINBIRD 100 PEB VALVE CONTROL VALVE: RAINBIRD 150 PEB VALVE CONTROL VALVE: RAINBIRD 1200 PEB VALVE O 2" FULL PORT GATE VALVE — — — — — MAINLINE CHURCH SYSTEM: PVC SCHEDULE 40, SIZE 2" LATERAL LINE: PE -3408, ASTM D2239, 100 PSI, HIGH DENSITY POLYETHYLENE SLEEVE OR SLEEVES FOR LINES AND /OR WIRING ® SPEARS 2" PVC BALL VALVE ISOLATION VALVE HEAD SYMBOL LEGEND KEY HEAD GPM REQUIREMENT 90 ° 180 ° 270 a RAINBIRD 1804 -15 0.81 w O O Z '¢ o U 1.05 O o xU� 0.39 0.79 U Cn 0.26 H �D H 15EST =0.61 GPM 9SST =1.73 GPM W o Project Number: 591 - 556 -77 Plan Series: HER- TRA - 98 - Property Number: 591 - 5568 -77 Sheet Title: SPRINKLER IRRIGATION PLAN Sheet: L1.2 3/4" LEGEND STOP VALVE: SEE MECHANICAL DRAWINGS D BACKFLOW PREVENTER: WATTS DCA- 007 -QT, SIZE 2" ® CONTROLLER: IRRITROL DIAL -24 -B. QO QUICK COUPLER VALVE: RAINBIRD, OR EQ, 33 -DRLC ® CONTROL VALVE: RAINBIRD 100 PEB VALVE CONTROL VALVE: RAINBIRD 150 PEB VALVE CONTROL VALVE: RAINBIRD 1200 PEB VALVE O 2" FULL PORT GATE VALVE — — — — — MAINLINE CHURCH SYSTEM: PVC SCHEDULE 40, SIZE 2" LATERAL LINE: PE -3408, ASTM D2239, 100 PSI, HIGH DENSITY POLYETHYLENE SLEEVE OR SLEEVES FOR LINES AND /OR WIRING ® SPEARS 2" PVC BALL VALVE ISOLATION VALVE HEAD SYMBOL LEGEND KEY HEAD GPM REQUIREMENT 90 ° 180 ° 270 a RAINBIRD 1804 -15 0.81 1.65 O RAINBIRD 1804 -12 0.53 1.05 O RAINBIRD 1804 -10 0.39 0.79 O RAINBIRD 1804 -8 0.26 0 0 RAINBIRD 1804 -15SST =1.21 GPM 15EST =0.61 GPM 9SST =1.73 GPM U th io I� Project Number: 591 - 556 -77 Plan Series: HER- TRA - 98 - Property Number: 591 - 5568 -77 Sheet Title: SPRINKLER IRRIGATION PLAN Sheet: L1.2 3/4" LEGEND STOP VALVE: SEE MECHANICAL DRAWINGS D BACKFLOW PREVENTER: WATTS DCA- 007 -QT, SIZE 2" ® CONTROLLER: IRRITROL DIAL -24 -B. QO QUICK COUPLER VALVE: RAINBIRD, OR EQ, 33 -DRLC ® CONTROL VALVE: RAINBIRD 100 PEB VALVE CONTROL VALVE: RAINBIRD 150 PEB VALVE CONTROL VALVE: RAINBIRD 1200 PEB VALVE O 2" FULL PORT GATE VALVE — — — — — MAINLINE CHURCH SYSTEM: PVC SCHEDULE 40, SIZE 2" LATERAL LINE: PE -3408, ASTM D2239, 100 PSI, HIGH DENSITY POLYETHYLENE SLEEVE OR SLEEVES FOR LINES AND /OR WIRING ® SPEARS 2" PVC BALL VALVE ISOLATION VALVE HEAD SYMBOL LEGEND KEY HEAD GPM REQUIREMENT 90 ° 180 ° 270 a NOTE: USE VARIABLE ARC SPRAY NOZZLES AS REQUIRED OUTLET SYMBOL LEGEND 2.50 1.60 1.12 360 3.30 2.10 1.57 1.05 6.0 NOZ 8.0 NOZ KEY HEAD GPM REQUIREMENT 90 ° 180 ° 270 ° 360 ° ♦ RAINBIRD XERI -BUG XBT -10 1.0 GPH • RAINBIRD XERI -BUG XBT -20 2.0 GPH — - — - — - --- RAINBIRD LD -06 -12 LANDSCAPE DRIPLINE -.61 GPH EMITTERS @ 12" SPACING RAINBIRD 1804 -15 0.81 1.65 O RAINBIRD 1804 -12 0.53 1.05 O RAINBIRD 1804 -10 0.39 0.79 O RAINBIRD 1804 -8 0.26 0.52 0 RAINBIRD 1804 -15SST =1.21 GPM 15EST =0.61 GPM 9SST =1.73 GPM NOTE: USE VARIABLE ARC SPRAY NOZZLES AS REQUIRED OUTLET SYMBOL LEGEND 2.50 1.60 1.12 360 3.30 2.10 1.57 1.05 6.0 NOZ 8.0 NOZ KEY HEAD GPM REQUIREMENT 90 ° 180 ° 270 ° 360 ° ♦ RAINBIRD XERI -BUG XBT -10 1.0 GPH • RAINBIRD XERI -BUG XBT -20 2.0 GPH — - — - — - --- RAINBIRD LD -06 -12 LANDSCAPE DRIPLINE -.61 GPH EMITTERS @ 12" SPACING L4 'IL I� i 2" MIN. MULCH �' J � I _J �yti SET TOP OF ROOT BALL FINISH GRADE 2" ABOVE FINISH GRADE 0 AMENDED \ \\ i\ �� � I� —PLANT PIT WITH BACKFILL \ \ \�! \\ �� \ \\ ANGLED SIDES _ \\ \` Z O - = = Mill— = FERTILIZER TABLETS UNDISTURBED SOIL---- - AMENDED ROOT BALL _JQ 2 x ROOTBALL AMEN DED .�� . DETAIL V p(D C OMPACTED / 1 TO SCALE = = _ BA CIICFILL AUGER AN 8" HOLE 6' DEEP I II M W 0 OR THROUGH THE HARD PAN. X (BACKFILL WITH AMENDED SOIL) •7 J 8" REMOVE TOP 1/3 OF WIRE UNDISTURBED SOIL BASKET AND BURLAP TREE ROOT BALL _ (MULTI- TRUNK) SET TOP OF ROOT BALL NEW RUBBER HOSE 2" ABOVE FINISH GRADE SNUG AROUND TRUNK 2" MULCH AT CROTCH 30" LONG 3/4" PVC GUYING CABLE a FERTILIZER TABLETS 2" MOUND FINISH GRADE DEADMAN — (3) GUYS AT % EACH TREE MINUMUM REMOVE TOP 1/3 OF WIRE \ \� \\ \;�\ \ \ \_ AMENDED BACKFILL BASKET AND BURLAP UNDISTURBED SOIL ± AUGER AN 8" HOLE 6' DEEP 2 x ROOTBALL OR THROUGH THE HARD PAN. (BACKFILL WITH AMENDED SOIL) - - - � � g" PLANT PIT WITH ANGLED SIDES AND SLOPED BOTTOM TREE GUYING AND PLAI C NOT TO LE EXISTING SLOPE 7 , 2" MIN. MULCH `, = I al WATER RETENTION 1—I lII— � —� � •�. '�' " t'. BERM 2:1 TRANSITION L=���` i\ �� � TII IV -- l I I ��► ►� o� - N �S.�i�,�,.��i► 17 Z O PLANT PIT WITH O Z AMENDED BACKFILL _JQ V AMEN DED .�� . BACKFILL PLANT PIT WITH p(D C OMPACTED / 1 ANGLE SIDES = = _ BA CIICFILL LOPE PLANTING B NOT TO scat 8' -0" TREE SET TOP OF 2" ABOVE F AMENDED B FINISH GRAI REMOVE 1 OF WIRE I AND BURL ROUGHEN S BOTTOM OF ROOT BALL UNDISTURBE AUGER AN OR THROUG (BACKFILL ' TREE PLANTING AND STAKING NOT TO SCALE WALL CONCRETE MOW STRIP 10 "X 6" SLOPE AWAY FROM WALL 1/8" PER FOOT. TOPSOIL =) _ SUBSOIL = = — 4" COMPACTED GRAVEL WHERE MOW STRIP MEETS WALK OR CONCRETE, RAMP UP TO MEET GRADE OF CONCRETE IN 10' LONG RAMP CONCRETE MOW ST RIP NOT TO SCALE l,11 6' X 6" CONCRETE MOWSTRIP BARK OR STONE MULCH I �_ -11111 1 WEED BARRIER FABRIC (WHEN REQUIRED) TIGHT BEVELED JOINTS AMENDED SOIL- AVERAGE SPREAD I, 2" MULCH NEW RUBBER HOSE - SET TOP OF ROOT BALL SNUG AROUND TRUNK 2" ABOVE FINISH GRADE AT CROTCH 30" LONG 3/4" PVC TREE BASE PROTECTION FERTILIZER TABLET GUYING CABLE 2" MOUND FINISH GRADE DEADMAN - (3) GUYS— i= 111— EACH TREE L=���` i\ �� � TII IV MINUMUM N � Z O PLANT PIT WITH O Z AMENDED BACKFILL _JQ V z o ANGLED SIDES AND l� -C_ r w p(D SLOPED BOTTOM ull = = _ ± AUGER AN 8" HOLE 6' DEEP I II M W 0 OR THROUGH THE HARD PAN. X (BACKFILL WITH AMENDED SOIL) 8" REMOVE TOP 1/3 OF WIRE UNDISTURBED SOIL BASKET AND BURLAP 2 x ROOTBALL ROOT BALL EVERGREEN AND LARGE TREE GUYING NOT TO SCALE MAXIMUM SPREAD MINIMUM SPREAD TYPICAL MEASUREMENT FOR PROSTATE TYPE PLANTS NOT TO SCALE a TYPICAL MEASUREMENT FOR BROAD UPRIGHT TYP NOT TO SCALE CONCRETE MOW ST RIP NOT TO SCALE /1 �` TIGHT BEVELED JOINTS III- AMENDED SOIL CURB, MOW STRIP, OR SIDEWALK d . SOD INSTALLATION NOT TO SCALE Alct l 0 • 'P ASSOCIATES E ARCHITECTURE 111111 BOB AV= - Bob A T Zoe 9692909 'BBSBM B11H0 88/40 De: 208.969.2871 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES �M LNO AR -2561 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: DETAILS Sheet: L1.3 N � Z O 0 O Z ti wO _JQ V z o l� -C_ r w p(D � LL. w W X M W ti d 2 X w Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: DETAILS Sheet: L1.3 w Z U 0 o xU� V a H � w w � Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: DETAILS Sheet: L1.3 0 a a� a Ca ors o Y I Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: DETAILS Sheet: L1.3 POP-UP .��^`' ..�^. rm~-ur �rx* SCHEDULE 80 1 NIPPLES 8' K4|P NOT TO EXCEE| 45 ANGLE PVC LATERAL I NO/TES DO NOT INSTALL HEADS CLOSER THAN 13" AWAY FROM BUILDING D[) NOT INSTALL HEADS USING SIDE INLETS TOP OF HEAD FLUSH WITH FINISH GRADE (3) STREET ELLS SPRAY HEAD NOT TO SSEMBLY _ POP UP SPRAY HEAD FINISH GRADE V HE, - 1 � a � __ 1" MIN. - 3" MAX CURB, WALK OR MOW STRIP 0 , 00 0 FOOO?00 P — I �('Oko Z100— 0 BASE SCHEDULE OO PVC | � NIPPLE 8 " NOT TO EXCEED 45' ANGLE NOT TO SCAIIE NEW PAVEMENT SECTION ?A AGGREGATE BASE BACKFILL TRENCH WIDTH SHALL BE SLEEVE SIZE + 2" M SLEEVE SIZE SHALL BE PIPE SIZE X 2 IRRIGATION IMAIN/LATERAL LINE (PROVIDE SEPERATE SLEEVE FOR CONTROLLER VNRF\ MISC. PIPE TRENCH DETAIL �NEW PAVEMENT AREAS NOT TO INVERTED SPOUT 3/4 GARDEN VALVE AT VALVE BOX ONLY|F CALLED FOR ON PLAN ------_' FINISH GRADE � 24" COILED WIRE If (3) STREET ELLS SPRAY HEAD NEXT TO CURB OR WALK NOT TO SCALE VALVE COUPLER KEY -- TWO-PIECE BODY DESIGN QUICK COUPLING VALVE GALVANIZED 3/4 30Y TXT ELLS PEA GRAVEL /EXTEND UNDER BR|CNS\ SCH 40 PVC MAIN EXISTING PAVEMENT ASPHALT - PATCH- SURFACE AND BASE TO MATCH EXISTING 3AWCUT EXISTING PAVEMENT NIPPLES. AS NEEDED �TEEL . LEN�� QUICK COUP NOT TO 5" DEEP SCALE TOPSOIL ' | IN LAWN AR EAS � 12 ° DEEP TOPSOIL KAI |N SHRUB AREAS \ QRE GATE BASE CEMENT SAND SLURRY " TRENCH WIDTH SHALL BE SLEEVE SIZE f 2' K�|NUMUM SLEEVE SIZE SHALL BE PIPE SIZE X 2 IRRIGATION MAIN /LATERAL LINE (PROVIDE SEPERATE SLEEVE FOR CONTROLLER WIRE) NOT TO RECTANGULAR HEAVY DUTY M I SC. PIPE TRENCH DETAIL PLASTIC VALVE BOX SCH. 40 PVC COUPLER SCH. 80 PVC LATERAL 12" VALVE BOX \K_ DEEP MIN. EXTENSION 4" CLEARANCE AS REQUIRED BETWEEN GRAVEL AND SCH. 80 PVC VALVE TT NIPPLE 24" COILED EXTRA WIRE "ACTION" LL UNIONS (2) 7 PAVING BRICK (DIFFERENT COLOR) COIL IN EACH VALVE BOX SCH. 40 PVC MAIN 6" DEEP PEA GRAVEL SUMP ATTACH WIRE TO SIDE OF MAIN ( VALVE NOT TO SCALE - /^/+ ~ AUTO ` v'. .. `"_ � SCH. 80 PVC SCH. 80 ST8C 2 04 _ 2 o ��[� ������ /��n �vc_nn VALVE FINISH GRADE COMPACTED BACKRLL LATERAL PVC LINE 2^ SAND OR ROCK FREE SOIL AROUND ALL PIPE MAIN PVC LINE / TAPE WIRES TO / � SIDE DF MAIN LINE AT 10'-0" O.C. TRENCH SECTION NOTTO SCALE SCH. 80 PVC "ACTION" UNK SCH. 80 ST9[ SCH. @O PVC NIPPLE RECTANGULAR BOX 3/4" FILTER ru . � nn ��... o`x- �� PVC DRIP VALVE ASSEMBLY SCH' 80 PVC TT NIPPLE 3/4' PRESSURE REGULATOR 3/4" CRUSHED GRAVEL SUMP 3CH' 40 SST TEE SCH. BO TT90 SCH. OD TT NIPPLE TO COMPACTED SOIL PVC SCHEDULE 80 NIPPLE 8" LONG MIN. MAIN L INE SUPPLY LINE PVC BALL VALVE NOT TO EXCEED 45 DEG ANCLE-----_� PVC LATERAL LINE /1l 3/4 GALVANIZED STEEL NIPPLE 2° LONG 2- GALVANIZED NIPPLE AND ELL IRON SLEEVE ASSEMBLY NALDS OR EQUAL DP VALVE AS VALVE )EEP, MIN FROM CONNEC11ON �mwunc .v STOP VALVE WITH DRAIN NOT TO SCALE FINISH GRADE ROTOR POP-UP /31 SCH 40 SPRINKLER STREET ELLS SIDE VIEW (3) SCH 40 STREET ELLS �-� T/lO V|�UU ROTOR POP UP HEAD NOT T 0 FINISH GRADE FIRM SOIL IMMEDIATELY LINEAR LOW DENSITY ---' / AROUND HEAD POP—UP SPRAY HEAD /_ POLYETHYLENE PIPE PVC LATERAL LINE 14' LONG MINIMUM 24 LONG MAXIMUM ALTERNATE SPRAY HEAD NOT TO ROUND VALVE BOX, BRASS SWIVEL WITH EXTENSIONS HOSE ELL VALVE COVER FINISH GRADE Ul FEE M GALVAN|ZED - STEEL NIPPLES 3/4 GALVANIZED +1 90? TXTELLS 1 _ o GALVANIZED STEEL NIPPLES �TEEL N|PPLE3 LEN�TH LII A3 NEEOED NOT TO �^",`. ,"^", nmon SPEARS ISOLATII E BOX NSION LINE tNER PEA GRAVEL---- � r,; VALVE NOT TO SCALE ffA ARCHITECTURE LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 834M Voice (208) 529-9504 CI\AL ENGINEERING The Dyer Group LLC Rexburg, Idaho 8M4O O MECHANICAL ENGINEERING Voice (2013) 6W-8800 STRUCTURAL ENGINEERING TANNER SMITH BARIFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful. Utah M4 Voice (801) 298—OM ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 2&3—OMI Fax (801) 2&3-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232-4439 Fax (208) 232-14M ACOUSTICAL ENGINEERING 175 South Main St., Suite .300 Salt Lake City, UT. 84111 Voice (801) 328-5151 Fax (208) 232-1435 Stai � OW A. MCFARAW AR-2561 DOUBLE CHECK BACKFLOW RED BRASS PIPE (2) GATE VALVES (EXTEND 1' OUTSIDE OF VALVE BOX) FINISH GRADE OVERSIZED VALVE BOX W/ EXTENSIONS �� �� o -~ 0 U TEE WITH 3/4" n n-~ �� BALL VALVE FULL PORT �� �� �O � _ UNION n- 0') 0') U) < X UJ J _ u U 8" ~~ u~ Itt GATE VALVES CD CINDER BLOCK 6" DEEP PEA GRAVEL EXTEND BEYOND BLOCK DOUBLE CHECK BACKFLOW PR EVENTOR TO BE USED IN COLD CLIMATE CONDITIONS OR DOUBLE CH ECK AS REQUIRED BY LOCAL CODE BACKFLOW PREVENTER NOT TO SCAIIE NEW PAVEMENT SECTION ?A AGGREGATE BASE BACKFILL TRENCH WIDTH SHALL BE SLEEVE SIZE + 2" M SLEEVE SIZE SHALL BE PIPE SIZE X 2 IRRIGATION IMAIN/LATERAL LINE (PROVIDE SEPERATE SLEEVE FOR CONTROLLER VNRF\ MISC. PIPE TRENCH DETAIL �NEW PAVEMENT AREAS NOT TO INVERTED SPOUT 3/4 GARDEN VALVE AT VALVE BOX ONLY|F CALLED FOR ON PLAN ------_' FINISH GRADE � 24" COILED WIRE If (3) STREET ELLS SPRAY HEAD NEXT TO CURB OR WALK NOT TO SCALE VALVE COUPLER KEY -- TWO-PIECE BODY DESIGN QUICK COUPLING VALVE GALVANIZED 3/4 30Y TXT ELLS PEA GRAVEL /EXTEND UNDER BR|CNS\ SCH 40 PVC MAIN EXISTING PAVEMENT ASPHALT - PATCH- SURFACE AND BASE TO MATCH EXISTING 3AWCUT EXISTING PAVEMENT NIPPLES. AS NEEDED �TEEL . LEN�� QUICK COUP NOT TO 5" DEEP SCALE TOPSOIL ' | IN LAWN AR EAS � 12 ° DEEP TOPSOIL KAI |N SHRUB AREAS \ QRE GATE BASE CEMENT SAND SLURRY " TRENCH WIDTH SHALL BE SLEEVE SIZE f 2' K�|NUMUM SLEEVE SIZE SHALL BE PIPE SIZE X 2 IRRIGATION MAIN /LATERAL LINE (PROVIDE SEPERATE SLEEVE FOR CONTROLLER WIRE) NOT TO RECTANGULAR HEAVY DUTY M I SC. PIPE TRENCH DETAIL PLASTIC VALVE BOX SCH. 40 PVC COUPLER SCH. 80 PVC LATERAL 12" VALVE BOX \K_ DEEP MIN. EXTENSION 4" CLEARANCE AS REQUIRED BETWEEN GRAVEL AND SCH. 80 PVC VALVE TT NIPPLE 24" COILED EXTRA WIRE "ACTION" LL UNIONS (2) 7 PAVING BRICK (DIFFERENT COLOR) COIL IN EACH VALVE BOX SCH. 40 PVC MAIN 6" DEEP PEA GRAVEL SUMP ATTACH WIRE TO SIDE OF MAIN ( VALVE NOT TO SCALE - /^/+ ~ AUTO ` v'. .. `"_ � SCH. 80 PVC SCH. 80 ST8C 2 04 _ 2 o ��[� ������ /��n �vc_nn VALVE FINISH GRADE COMPACTED BACKRLL LATERAL PVC LINE 2^ SAND OR ROCK FREE SOIL AROUND ALL PIPE MAIN PVC LINE / TAPE WIRES TO / � SIDE DF MAIN LINE AT 10'-0" O.C. TRENCH SECTION NOTTO SCALE SCH. 80 PVC "ACTION" UNK SCH. 80 ST9[ SCH. @O PVC NIPPLE RECTANGULAR BOX 3/4" FILTER ru . � nn ��... o`x- �� PVC DRIP VALVE ASSEMBLY SCH' 80 PVC TT NIPPLE 3/4' PRESSURE REGULATOR 3/4" CRUSHED GRAVEL SUMP 3CH' 40 SST TEE SCH. BO TT90 SCH. OD TT NIPPLE TO COMPACTED SOIL PVC SCHEDULE 80 NIPPLE 8" LONG MIN. MAIN L INE SUPPLY LINE PVC BALL VALVE NOT TO EXCEED 45 DEG ANCLE-----_� PVC LATERAL LINE /1l 3/4 GALVANIZED STEEL NIPPLE 2° LONG 2- GALVANIZED NIPPLE AND ELL IRON SLEEVE ASSEMBLY NALDS OR EQUAL DP VALVE AS VALVE )EEP, MIN FROM CONNEC11ON �mwunc .v STOP VALVE WITH DRAIN NOT TO SCALE FINISH GRADE ROTOR POP-UP /31 SCH 40 SPRINKLER STREET ELLS SIDE VIEW (3) SCH 40 STREET ELLS �-� T/lO V|�UU ROTOR POP UP HEAD NOT T 0 FINISH GRADE FIRM SOIL IMMEDIATELY LINEAR LOW DENSITY ---' / AROUND HEAD POP—UP SPRAY HEAD /_ POLYETHYLENE PIPE PVC LATERAL LINE 14' LONG MINIMUM 24 LONG MAXIMUM ALTERNATE SPRAY HEAD NOT TO ROUND VALVE BOX, BRASS SWIVEL WITH EXTENSIONS HOSE ELL VALVE COVER FINISH GRADE Ul FEE M GALVAN|ZED - STEEL NIPPLES 3/4 GALVANIZED +1 90? TXTELLS 1 _ o GALVANIZED STEEL NIPPLES �TEEL N|PPLE3 LEN�TH LII A3 NEEOED NOT TO �^",`. ,"^", nmon SPEARS ISOLATII E BOX NSION LINE tNER PEA GRAVEL---- � r,; VALVE NOT TO SCALE ffA ARCHITECTURE LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 834M Voice (208) 529-9504 CI\AL ENGINEERING The Dyer Group LLC Rexburg, Idaho 8M4O O MECHANICAL ENGINEERING Voice (2013) 6W-8800 STRUCTURAL ENGINEERING TANNER SMITH BARIFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful. Utah M4 Voice (801) 298—OM ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 2&3—OMI Fax (801) 2&3-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232-4439 Fax (208) 232-14M ACOUSTICAL ENGINEERING 175 South Main St., Suite .300 Salt Lake City, UT. 84111 Voice (801) 328-5151 Fax (208) 232-1435 Stai � OW A. MCFARAW AR-2561 [� 44 �� � � �� v�w� � _ 40 - W-4 �� �� 0 �� «��x �� �� o -~ 0 U »�~� &�~� n n-~ �� r^ �� �� �� �O � _ _117 U n- 0') 0') U) < X UJ J _ u U � � -' ~~ u~ Itt CD [� 44 �� � � �� v�w� � _ 40 - W-4 �� �� 0 Project Number: Plan Series: Property Number: Shee Title: DETAILS "^= 1 GRADE �-�Jsy CD cu Project Number: Plan Series: Property Number: Shee Title: DETAILS "^= 1 GRADE �-�Jsy 187'-1O" MECHANICAL B t 7 EQUIPMENT PAD A3.2 SEE Sl.l Fli ? 0 ? I I F__�E� (9- VESTIBULE F1 678 CA - 108C ROOM ROOM lz T a` _ 0 - +m LLJ LLJ LLJ L1 ROOM E3 : _J A :1 F1 34 17A-6.51 REST RM to I R A VESfIBULE "Co 2/A6.3 STAIR EG 9 Ra A3.3 NCRETE BUILDING 137B APRON SEE D/Gl.3 4" CONC. A IR I I Y 4" CONIC. MECHANICAI A3.2 A3.3 ) I L' 13 E A3.3 MECHANICAL rA EQUIPMENT PAD SEE Sl.l '" 41'-4" 187'-1O" GENERAL NOTES 1. DIMENSIONS ARE FROM CENTERLINE OF STUD OR FACE OF STUD. 2. SEE 3HEETA1.4 FOR WALL TYPES. 3. INSULATE INTERIOR WALLS AND CEILING AROUND VESTIBULE 108. 131 AND 137. 4. PROVIDE SOLID BLOCKING IN THE WALLS AT ALL DOOR STOPS, VISUAL DISPLAY BDARDS, TOILET COMPARTMENTS, LAVATORY SUPPORTS, AND AT ALL OTHER EQUIPMENT AND ACCESSORY LOCATIONS. - H/A5.1 (TYPICAL). 04 PLAN J/ 9 ~~� A3.2 EQUIPMENT PAD \1V r� �1_ 42'-10" 11 8'-3 16'- 11 11 -4" 94'-8" 5. FOR ELEVATIONS OF VISUAL DISPLAY BOARDS. SEE SHEET A5.1. 6. INSULATE CEILING ABOVE ROOMS 101, 102 103. 104. 127, 140, 141, 142, 152, 153 AND 157 FOR SOUND CONTROL. 7. LAMINATED VAPOR RETARDER UNDER CONCRETE SLAB GRANULAR BASE. SEE L/A7.3. 8. FOR LOCATION OF RETURN AIR DUCTS IN STUD WALLS. SEE SHEET W1.1. 9. DOUBLE GYPSUM BOARD ON WALLS INSIDE OF CULTURAL CENTER 148 AND 148' ROOMS 101, 102. 103. 104 140. 141 AND 142. /SEE SHEET A1.3\ 10. PROVIDE 5/8' GYPSUM BOARD HORIZONTAL ON 2x4 CON LEDGER AT 10'-0" O.C. VERTICAL MAX. IN ALL VERTICAL SHAFTS. 11. LIGHT COVE AND SLOPED WALL SEE A/A4.3. 12. FOR DOOR AND WINDOW SCHEDULE SEE SHEET A5.2 NOTE: THE ORIENTATION OF THE PIANO AND ORGAN |3 NOT TO BE CHANGED IF THE PLAN IS MIRRORED. WALL TYPE LEGEND INTERIOR SHEAR WALL ALL EXTERIOR WALLS ARE SHEAR WALLS 2 z T �o _ 0 ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REKBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1 605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice 208 529-9504 IML ENGINEERING The Dyer Group LLC Rexburg, Idaho 83440 Voice (208) 656-8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 125D West #201 Bountiful, Utah 84014 Voice (801) 298-8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233-0501 Fax (801) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Voice (208) 232-4439 Fax (208) 232-1435 ACOUSTICAL ENGINEERING sp��nuw + oswwmw 175 South uom st.. Suite am snu Lake cnx or own Voice }o28-s51 Fax (208) 232-1435 ASSOCIATES BRIENT A. McFARLAND AR-2561 STAT OF 1. - to Cl _ co Project Number: Plan Series: Property Number: Sheet Title: FLOOR PLAN CAB F 153 | ' rF - C-4 ` 1 /A6.3 | ' | ' | ' 147D RECESSED HYMN �»/� FE.C.---/ � BOOK �AB|NET � /`--FEC CORR|O{]R �-J | ROOk4 ' T ^~---/� SEE K�/u72 3TOR -/ c1'-O^ EACH 3|DE 5EE A LTYPICAL �E' C. �� / F-�] | ' ao ''' ' F�_ / Q/40 � � F � ' `� / � \^r°�/ | V� c� 9 V� ( 9 e (9 129 IS KU �� 94'-8" 94'-8" 1 ' -O ^ PRV STATION �� � � 4" CONIC. +� �� ��� � 0 O- U �n z �D -FIRE F--q r� +w RISER 4q 0 �=v co PANEL 'M' ELECTRICAL Project Number: Plan Series: Property Number: Sheet Title: FLOOR PLAN CAB F 153 | ' rF - C-4 ` 1 /A6.3 | ' | ' | ' 147D RECESSED HYMN �»/� FE.C.---/ � BOOK �AB|NET � /`--FEC CORR|O{]R �-J | ROOk4 ' T ^~---/� SEE K�/u72 3TOR -/ c1'-O^ EACH 3|DE 5EE A LTYPICAL �E' C. �� / F-�] | ' ao ''' ' F�_ / Q/40 � � F � ' `� / � \^r°�/ | V� c� 9 V� ( 9 e (9 129 IS KU �� 94'-8" 94'-8" 1 ' -O ^ PRV STATION �� � � 4" CONIC. +� �� ��� � 0 O- U �n z �D -FIRE F--q r� +w RISER 4q 0 �=v Project Number: Plan Series: Property Number: Sheet Title: FLOOR PLAN CAB F 153 | ' rF - C-4 ` 1 /A6.3 | ' | ' | ' 147D RECESSED HYMN �»/� FE.C.---/ � BOOK �AB|NET � /`--FEC CORR|O{]R �-J | ROOk4 ' T ^~---/� SEE K�/u72 3TOR -/ c1'-O^ EACH 3|DE 5EE A LTYPICAL �E' C. �� / F-�] | ' ao ''' ' F�_ / Q/40 � � F � ' `� / � \^r°�/ | V� c� 9 V� ( 9 e (9 129 IS KU �� 94'-8" 94'-8" 1 ' -O ^ PRV STATION FIRE RISER RM. 4" CONIC. MECHANICAL EQUIPMENT PAD -FIRE SEE Sl.l RISER PANEL 'M' ELECTRICAL 091-0. ^3'-1%3'-10"^ 17'-11" A E� Di BISHOP CLERK CLERK 7-4 "'D Ll NA I : MOTHER RM. 13 0 T 4210THR I BISHOP 7'-10" U r - - - - ------ CUST ROOM ROOM ROOM C10 .... 3/A6. - CENTER DISPLAY 157A BOARD ON RE- PANEL V5 CESSED LIGHTING ROOM 0 ELEC. 00 CIO, 101A U2A ...... 0 HALL -SEE REFLECTED On Cvl Cvl F '- - . . . . . ........... 000 . ............. .................... ............. - - - - - - - - - - ................. 3'-8 40-8" VES R OCCURS REST RM (9 1 V4 SAC PREP STORAGE CORRIDOR 04 CORRIDOR I" I E�g 1104A C ROOM 1 /A6.1 SEE M�/A�7.2 4/A6.3 SEE M/A7.2 2'-0' F1 - 2 - 0] E.W.C. 7 "CD I r I el 147 It C 148F 148 DIMMER /A 12'-O HYMN BOOK OF PANEL SEE I CABINET SEE VOLLEYBALL POST - 1 ROOM ROOM 2 04 Q/A6.2 ROSTRUM rA-6-.2\ 8 /A 6. 2\ 1 1 1 7- 1 /A6.1 Fl ACOUSTICAL I V 1 -- ln==9 PANELS (TYPICAL) i CHAIR CHAIR CN cli C14 CULTURAL CENTER CULTURAL CENTER 1 Fl-4--81 b 0� �0 FOYER 10 C14 ESTIBUL 121A A F1 �A A3.1� _ ALL STANDARD SAFETY WAINSCOT 0 - WHEEL WHEEL 04 i VOLLEYBALL POST (D (D SHELVES 0 144 [1 J74 [I [h VJ 4' 6/ 1, 8'-0' 1 16'4"� 5'-2' 3"-7" 1 l'- 6 1/2"/ 5 J-6" 10'-8" 0 CABINET 1 , 4 L /6'-10" \ �/L. rE 10" /�°-� | ' | U141 A U / | | \ U U / | \ U \ UU / U / | | - CENTER DISPLAY 1 b ROOM BOARDS | | |/o^\ /ps\| - ' CESSED LIGHTING `- BISHOP U / � | | '�-/ /~��� /��`� �~� ROOM / - SEE REFLECTED �-� / | | `^~' | | ' l� CLE�� ROOM 00 | / | ROD� ROOk4� R���� RO�W ' l��0V�~�^^ F��l -� 1^--~ ���� /���� / FOYER / | °""°' } � � ^--� ` CEILING PLAN �o n«�u uv�m /°=^ �v�� F��� | F��� | ELEC. | F��l F F��� F��� | '/ K-1 - ANCHORS TYPICAL c-�� - ��� | | PANEL | ���� ��� | ��� | � ��� | ���� U-) e� V-11" | � | | � ``�| |k�U| 1/482 | U]| | 00 /��� �----- | ���/ ' ' /l | Al. 1 SEE SHEET Sl.l A� 8tggR '� 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605, S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (2 08) 232 -1435 ORGAN SPEAK LOFT 2x6 FLOOR FI AT 16" O.C. 1 3/4" SHEATH SEE D /A6.6 ORGAN SPEAI LOFT L 0 N O a _ J Q C H U Q CO O all Q w _ 3 w z N 0 J J 0 J J I 0 In 0 z W Q r O 0 N M N tC) WALL TYPE LEGEND C INTERIOR SHEAR INTERIOR SHEAR WALL WALL — EXTEND c TO ROOF SHEATHING INTERIOR WALLS INTERIOR WALLS THAT EXTEND TO ` BOTTOM OF STRUCTURE P•2 —� WALL TYPE � SEE SHEET A1.4 MECH 1 /899 = 1'- L ACCESS P 1 UPPER TRUSS PL L 1/16" = 1' -0" ASSOCIATES A. McFARLAND AR -2561 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL ACCESS PLAN Sheet: A1.2 Mr C c C.13 F-4 N (� z ` Q = Q Z � o � a V Go z o H U H Q I► I.L WO w m W W J M � W L0 w ~ X W N 0L Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL ACCESS PLAN Sheet: A1.2 C c C.13 F-4 W-4 O z o 0 i .o z U A a V Go a H �D H � WO w U Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL ACCESS PLAN Sheet: A1.2 C 0 a U N N 0 0 Y t0 L L----L---" Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: MECHANICAL ACCESS PLAN Sheet: A1.2 r I - aRw� ASSOCIATES I B ENT A. McFARLAND AR-2561 STATE OF IDAHO 0 0 0 tY co 0 911 LLI r 3r UJI 7 04 0 0 r 0 V) 0 z N 0 0 C'4 Lr) F07 FE NOTE: I 3 1. SEE SHEET A1.2 FOR MECHANICAL ACCESS WALL TYPES. 2. SEE SHEET A1.4 FOR WALL TYPE DESCRIPTIONS. WALL 1/8" = 1'-0 a 'o . ASSOCIATES F— ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 206.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529-9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656-8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298-8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233-0501 Fax (801) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232-4439 Fax (208) 232-1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328-5151 Fax (208) 232-1435 Project Number: 591-556-77 Plan Series: HER-TRA-98-13 Property Number: 591-5568-77 Sheet Title: WALL TYPES FLOOR PLAN Sheet: A1.3 TYPES MAIN FLOOR PLAN �r E-4 F- C4 N ry `? 0 0 0 Z r-- T- 0 0 U r. � z < J _ (0 LO �o 0 (D U') LO U) < X LLJ W U-) cr- X UJ Cn w Project Number: 591-556-77 Plan Series: HER-TRA-98-13 Property Number: 591-5568-77 Sheet Title: WALL TYPES FLOOR PLAN Sheet: A1.3 TYPES MAIN FLOOR PLAN E-4 C4 w 0 10, U �� 0 . x U U V) 44 F, WO Cn Project Number: 591-556-77 Plan Series: HER-TRA-98-13 Property Number: 591-5568-77 Sheet Title: WALL TYPES FLOOR PLAN Sheet: A1.3 TYPES MAIN FLOOR PLAN C 0 Cn Cn Project Number: 591-556-77 Plan Series: HER-TRA-98-13 Property Number: 591-5568-77 Sheet Title: WALL TYPES FLOOR PLAN Sheet: A1.3 TYPES MAIN FLOOR PLAN 4 3/4" 5 3/8" 4 3/4" 6 3/4" 7 3/8" 61/8' ;,; E R E ASSOCIATES ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT P6A DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. I 5/8" GYPSUM 2 LAYERS OF N Idaho 01 Voice (2os 9504 5/8 GYPSUM I BOARD ( 5/8 GYPSUM BOARD I INSULATION WHERE 5/8" GYPSUM 5/8" GYPSUM BOARD h JGro LLG 5/ GYPSUM BOARD BOARD I 310 N. 2nd E. Ste. 153 BOARD I OCCURS Rexburg, Idaho 83440 2x4 WOOD STUDS I CERAMIC ( / ' STRUCTURALSENGINEERING AT 16" O.C. I _ ( 5 8 GYPSUM BOARD TILE SYSTEM TANNER SMITH BARFUSS & ASSOC. ROOM Structural Engineers 2x4 WOOD STUDS I 2x6 WOOD SIDE 2x6 WOOD STUDS I 233 North 1250 West #201 AT 16" O.C. I STUDS AT AT 16" O.C. ( P1 A OFFICE I 16" O.C. 1 3/4" x 5 1/2" Bountiful, 8095 2x4 WOOD STUDS I LAMINATED VEENER CERAMIC MECHANICAL ENGINEERING SIDE .. ENGINEERED SYSTEMS ASSOC. TILE SYSTEM AT 16 O.C. I LUMBER AT 16 O.C. 315 West Center ` I ( INSULATION WHERE INSULATION WHERE I Pocatello, Idaho 83204 P1 A I 5/8" TILE BACKER OCCURS OCCURS Voice (208) 233 -0501 5/8" TILE I Fax (801) 233 -0529 ELECTRICAL ENGINEERING BACKER PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Pi P2 P3 P4 P5 P6 F aiae (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 2 LAYERS GYPSUM BOARD -1 SIDE CERAMIC TILE 2 LAYERS GYPSUM BOARD -1 SIDE 1 LAYER GYPSUM BOARD 175 South Main St., Suite 300 P 1 A P 6 A Salt Lake City, UT. Voice (801) 328 -5151 51 CERAMIC TILE Fax 208 232 -1435 2 LAYERS GYPSUM BOARD � 7 3/4" 11 1/8" ASSOCIATES 6 3/4" 6 3/4" 7 3/8" 8 1/2 5/8" 1 /2" 5/8" 5" 5/8" P1 2 A 2x6 PLUMBING BR NT A. MCFARLAND AR - 2561 WALL AT ROOM 127 DO NOT INSULATE P8A I P9A I I III 5/8" GYPSUM I CERAMIC I�CERAMIC I I III BRICK BOARD - P7 ( TILE SYSTEM I TILE SYSTEM I I 5/8 GYPSUM I 5/8" TILE BOARD BOTH SIDES I I WALL SHEATHING WITH STATE OF IDAHO 5/8" TILE BACKER BACKER P8A 5/8" GYPSUM I BACKER I i AIR INFILTRATION BARRIER BOARD I I I I I CERAMIC I ( I ( III INSULATION BOARD GYPSUM I I I CERAMIC WALL TILE SYSTEM SHEATHING 1 3 4" x 5 1 2" I I TILE SYSTEM BOTH SIDES III N L.L 2x6 WOOD STUDS I I LAM HATED VENEER I I I I 2x6 WOOD STUDS 0 AT 16" O.C. I 1 3/4" x 5 1/2" I LUMBER AT 16" O.C. I I 2x6 WOOD STUDS ( AT 16" O.C. Imo. O ( I LAMINATED VENEER I I 2x8 WOOD STUDS AT 16 O.C. ( PI.- O = I ( 0 LUMBER AT 16" O.C. P9A I I AT 16 �� O.C. I (( Q Z 5/8" TILE ( I 5/8" GYPSUM _ (.0 Z INSULATION WHERE I INSULATION WHERE ( BACKER ( I INSULATION WHERE INSULATION WHERE I I BOARD In ti OCCURS OCCURS OCCURS OCCURS 0 (D LO LP12A m CERAMIC TILE ILL) � W W P7 P8 P9 P10 P11 P12 SYSTEM J M � M ` ti� CERAMIC TILE ONE SIDE 2 LAYERS GYPSUM BOARD -1 SIDE CERAMIC TILE SHEAR WALL EXTERIOR WAL W SIM - 1 LAYER GYPSUM BOARD EACH SIDE X P7A P8A P9A P1 2A w CERAMIC TILE BOTH SIDES CERAMIC TILE CERAMIC TILE EXTERIOR PLUMBING WALL 11 5/8" 11 1/8- 1' -4 7/8" 1' -3 1/8" 12 7/8" 5" 1/2"---, 5/8" 5" 5/8" 5" 5/8" 5" 5/8" 5" 5/8" 1/2" r.6 — BRICK :I BRICK BRICK w Z BRICK BRICK 0 WALL SHEATHING WALL SHEATHING L_ x WALL SHEATHING I WITH AIR INFILTRATION WALL SHEATHING WITH WALL SHEATHING 5/8" GYPSUM �O q � BARRIER AIR INFILTRATION WITH AIR BOARD AIR INFILTRATION a U ti AIR INFILTRATION I BARRIER BARRIER INFILTRATION BARRIER INSULATION BARRIER U W 1 3/4" x 5 1/2" 2x4 WOOD STUDS INSULATION 1 3/4" x 5 1/2" 0- W H LAMINATED VENEER INSULATION „ INSULATION I LUMBER AT 16" O.C. AT 16 O.C. LAMINATED VENEER x P14A 1 3/4" x 11 1/4" INSULATION 1 3/4" x 7 1 /4" LUMBER AT 16" O.C. w ca 2x6 WOOD STUDS LAMINATED VENEER LAMINATED VENEER W 0 I LVL'S AT 12 O.C. LUMBER AT 16 O.C. 2x4 WOOD STUDS AT 16" O.C. SLOPED t`1 o AT 16 O.C. I LUMBER AT 16 O.C. 2x6 WOOD STUDS 0 1-� P14B SEE NOTE 4 AT 16" O.C. 5/8 GYPSUM (2)- LAYERS GYPSUM BOARD BOARD. 5/8" GYPSUM BOARD GYPSUM w . 5/8" GYPSUM BOARD G YPSUM _ BOARD � BOARD P13 P14 P15 P16 P17 P18 a EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL CHAPEL WALL a P1 4A P 14B V) EXTERIOR WALL EXTERIOR WALL j o UJI (D En 7 3/4" 6 5/8" 6 5/8" 4 1/8 6 1/8' 7 3/4" 0 a 1/2" 1/ 2 5/8 "� 5/8" 5/8" M a 1/2" 1/2" w Project Number: 5/8" TILE BACKER INSULATION GENERAL NOTES 591 - 556 -77 z HER- TRA -98 -13 EIFS PLAN 1. SEE SHEET A1.2 AND A1.3 FOR WALL Plan Series: N 5/8" GYPSUM BOARD TYPE LOCATIONS. 5/8" GYPSUM Property Number: o BOARD 5/8" GYPSUM 5/8" GYPSUM 5 GYPSUM o 2. SEE SHEET A1.1 AND A1.2 FOR LOCATION 591 - 5568 -77 J BOARD (OUTSIDE) OF INTERIOR WALLS WITH BATT INSULATION. BOARD BOARD o WALL SHEATHING / Sheet Title: J SOUN WALL SHEATHING WITH AIR DEAD NIINGD 3. ALL GYPSUM BOARD TO BE TYPE -X. WALL TYPES WALL SHEATHING 2x6 WOOD STUDS INFILTRATION BARRIER BOARD (INSIDE) h BOTH SIDES AT 16" O.C. 4. 11 7/8" LVL'S MAY BE SUBSTITUTED 0 2x6 WOOD TOP FOR 11 1/4" LVL'S, PROVIDED BLOCKING 1 3 4" x 5 1 2" 2x4 WO STUDS 2x6 WOOD STUDS INSULATION AND BOTTOM AND TOP PLATES ARE 11 7/8" LVL'S. 1 3/4" x 5 1/2" / / AT 16" O.C. AT 16" O.C. 1 3 4" x 11 1/4 " PLATES TREATED SILL PLATES SHALL BE z LAMINATED VENEER / a LAMINATED VENEER LAMINATED VENEER 2x4' STAGGERED 2 - 2x6 LUMBER AT 16" O.C. s LUMBER AT 16 „ O.C. LUMBER AT 12” O.C. AT 16" O.C. 2x's CERAMIC SEE NOTE 4 ARE NOT TO TOUCH Gi TILE SYSTEM EACH OTHER 5/8 GYPSUM a BOARD A 5/8" EXTERIOR PLAN GYPSUM SHEATHING Sheet: 0 P19 P20 P21 P22 P23 P24 A 1.4 0 to SHEAR WALL SHEAR WALL / PLUMBING WALL EXTERIOR WALL SOUND WALL N Ln 0 ASSOCIATES a ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V" WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. B Structural Engineers A3. 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. A r r r r- A Pocatello, Idaho 83201 3. 1 1 1 1 1 1 1 1 A3.3 Voice (208) 232 -4439 L_ J L- J L_ J L_ J Fax (208) 232 -1435 ACOUSTICAL ENGINEERIN SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 ---------- - - - - -- ------------ - - - - -� Fax (208) 232 -1435 I I 1 I I � z ---- - --rte -- -J L- --------- - - - - -- - -- - -- --------------------- - - - - -- S SLOPE -- -- _o __rz______ - -___- ASSOCIATES (\ SLOPE SLOPE SLOPE SLOPE \ SLOPE SLOPE w SLOPE BR T A. WFARLAND AR -2561 UJI I \ o I \ Cr I LIGHTNING CA ' RIDGE VENT 1 BELOW - SEE A /A3.2 1 \\ VENTS AND COMBUSTION SEE DETAIL B/A1.6 2" VTR 1 FACE OF WALL BELOW OVERHANG STATE OF IDAHO FOR LOCATION 1 1 \\ AIR PIPING AT EACH FURNACE I I \ SEE D /A1.6 - VENTS AND COMBUSTION 1 (TYPICAL) 1 \ RIDGE AIR PIPING AT EACH FURNACE 2" VTR 1 I SEE D /A1.6 ° E-- ° ° i CV 0 = 1 0 I Z I` w 0 VENTS AND COMBUSTION - I 0 I` Z Q AIR PIPING AT EACH FURNACE I 2" VTR 2 VTR SEE D /A1.6 j (0 .s UJI I 0 V ( / o 0 2" VTR I I.L Q X V) N ° 1 W W 0 / STEEPLE - SEE 0 0 " 1 '� SHEET A3.7 0 3 -0 TYPICAL 1 I I / ROOF MATERIAL 1 L - - 3' -0" RIDGE VENT AND COMBUSTION J X RIDGE VENT AIR PIPING FOR WATER 1- w UJ SEE DETAIL B/A1.6 HEATER I o I -J A 1 1 V A I I w A3.1 I °o 1 I � I \\ FOR ROOFING DETAILS _� -E ROOF MATERIAL �_ \ OF STEEPLE BASE 4" VTR I I -__ _ I L -J �,, Z \\ SEE E /A3.7 o I I \ w w I j \\ 0 ° j o V 1 \ VENTS AND COMBUSTION cn vi PREFABRICATED I v �+ A AIR PIPING AT EACH FURNACE MECHANICAL PENTHOUSE VENTS AND COMBUSTION (D U I E \\ SEE D /A1.6 AIR PIPING AT EACH FURNACE I o x 3.5 \\ SEE D /A1.6 i f1 W V - - - - -- H V \ '� �' W � I 2" VTR o 2" VTR � o o I A3.3 -- J ° Uri ° r RIDGE 2" VTR y I -I C 1 / FLASHING EY SEE VENTS AND COMBUSTION �� I 3.6 1 RIDGE VENT AIR PIPING AT EACH FURNACE 2 VTR A /A1.6 SEE DETAIL B/A1.6 SEED A1.6 6 ~ I / / FOR VALLEY w I / FLASHING - SEE �' I t I / LIGHTNING CABLE A /A1.6 Q BELOW - SEE A /A3.2 FOR LOCATION / Ir SLOPE SLOPE I a o I% SCOPE SLOPE E SLOPE SLOPE Sim V) L------- - --L�- ---- - - - - -- - - - - -- -� r - --------------------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --J W � I I ca U B I I B A < 3.3 L----------- - - - - -- ------------- - - - --j 3.3 3.4 a w LLJ Project Number: A 591 - 556 -77 Z 3 Plan Series: 3 - � A3.3 HER- TRA -98 -13 I I I I I I I I 3.3 N L_J L_J L_J L_J Property Number: 0 591 - 5568 -77 r Sheet Title: J ROOF PLAN I ° A B rn A3. A3. c� z a rr ° V) a R 0 0 F PLAN Sheet: 0 A1.5 L0 J 0 N M N I I U y 0 0 o _ Y NOTE: APPLY SECONDARY UNDERLAYMENT OVER ENTIRE ROOF SURFACE �E OF ROOFING MATERIALS: ZIP OF SECONDARY UNDERLAYMENT AT EAVE DRIP EDGE \L SECONDARY UNDERLAYMENT SECONDARY UNDERLAYMENT PRIMARY UNDERLAYMENT METAL 3ED \L PRIMARY UNDERLAYMENT LASS SHINGLES, STEP FLASHINGS R FLASHINGS o — Y- ASSOCIATES o ARCHITECTURE 1152 BOND AVENUE — Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 � r ASSOCIATES A. McFARLAND AR -2561 IDAHO TH /4 T X ?4" IG 10 *1 _ v 0 0 Q 1 04 �'' METAL DRIP EDGE A�L�Y UL U W I— Q THROAT VARIES WITH CONDITIONS J - -- ------------- - - - - -- - - - -- :2 - -- -- - - - - -- - - - - -- ;, F - -- ` -- - -- ----- - - - - -- - - -- f ; ;;; %I - - -- - to 0 --- ------ - - - - -- - - -� r - - -- - - -- ----------- - - - - -� -- - - -- - -------------- - - - --a TRUSSED RAFTER SEE ROOF FRAMING ( EDGE OF ROOF CK LAN, SHEET S2.1 2x8 RIDGE BLOCKING I SHEATHING C l ) Gi I I RIDGE o BLOCKI `� DETAIL SECTION 0 N WOOD TRIM SEE D /A7.1 N U') E S ECTION VENT OR FLUE PIPE CUT SHINGLES TO FIT AROUND PIPE BOOT. SET SHINGLES IN MASTIC OVER FLANGE. SHINGLES UNDER FLANGE CUT TIGHT TO PIPE. PIPE BOOT FLANGE DETAIL SCALE: NONE F_ N � Q = Q z ti o� Z o J _ C.0 0 L0 Z) Z LL ' Q X r J Lnit _ m X N W LL l c� w Z O o V ��' o xU a U �D H H C� w WO c 0 a U U a� 0 m 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROOFING DETAILS Sheet: A1.6 PREFORMED PIPE BOOT WITH LARGE FLANGE SET IN MASTIC o R RIDGE CAP I w V VENTILATION CORE T 2° 2 TRUSSED RAFTER 2x4 BLOCKING LAID W M METAL DEFLECTOR W/ 1/4"0 7 7 1/2" MIN. S 1/24 AT 24" O.C. (BELOW SHEATHING) F FLAT (BELOW SHEATHING) U W WEEP HOLES ®8 O.C. EACH S SIDE C S Q 5 5' BEND A A1.6 U UNDERLAYMENT w 1 12 � � 5 �y \ \ ti B 2 PLY PRIMARY A B C CLEAR VENT SPACE IN W \ UNDERLAYMENT A ALTERNATE TRUSS BAYS N R ROOF SHEATHING 1 1 1/2" 1 \ U SHINGLES - - -- - - - -- -I �- -- - ---------------- - - - - -- -- � -- - - -- o O z .- � / �• ; ;; r r - -- - --------- - - - - -- - - -1 J / :2 - -- -- - - - - -- - - - - -- ;, F - -- ` -- - -- ----- - - - - -- - - -- f ; ;;; %I - - -- - to 0 --- ------ - - - - -- - - -� r - - -- - - -- ----------- - - - - -� -- - - -- - -------------- - - - --a TRUSSED RAFTER SEE ROOF FRAMING ( EDGE OF ROOF CK LAN, SHEET S2.1 2x8 RIDGE BLOCKING I SHEATHING C l ) Gi I I RIDGE o BLOCKI `� DETAIL SECTION 0 N WOOD TRIM SEE D /A7.1 N U') E S ECTION VENT OR FLUE PIPE CUT SHINGLES TO FIT AROUND PIPE BOOT. SET SHINGLES IN MASTIC OVER FLANGE. SHINGLES UNDER FLANGE CUT TIGHT TO PIPE. PIPE BOOT FLANGE DETAIL SCALE: NONE F_ N � Q = Q z ti o� Z o J _ C.0 0 L0 Z) Z LL ' Q X r J Lnit _ m X N W LL l c� w Z O o V ��' o xU a U �D H H C� w WO c 0 a U U a� 0 m 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROOFING DETAILS Sheet: A1.6 PREFORMED PIPE BOOT WITH LARGE FLANGE SET IN MASTIC l c� w Z O o V ��' o xU a U �D H H C� w WO c 0 a U U a� 0 m 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROOFING DETAILS Sheet: A1.6 PREFORMED PIPE BOOT WITH LARGE FLANGE SET IN MASTIC c 0 a U U a� 0 m 0 Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROOFING DETAILS Sheet: A1.6 PREFORMED PIPE BOOT WITH LARGE FLANGE SET IN MASTIC Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 Sheet Title: ROOFING DETAILS Sheet: A1.6 PREFORMED PIPE BOOT WITH LARGE FLANGE SET IN MASTIC 4' -7 5/8' o E oD 1 CV BRICK QUOINS BRICK FEATURE SEE C /A3.4 0 Ir 4 JESU C �IRISr , 2x6 BLOCKING WITH SIMPSON A35 OR EQUAL [8d x 1 1/2" NAILS] EACH END BRICK SOLDIER COURSE ELEVATION 107' -2" ROD AND CAULK JOINT SPACER ANCHOR TOP AND BOTTOM STONE MEETINGHOUSE SIGN WITH ANCHORS GROUT SOLID BEHIND SIGN MASONRY FILL n ELVATION 1/2' AIR GAP SECTION NOTE: THIS GRAPHIC IS INTENDED TO BE USED TO COORDINATE LOCATION AND PLACEMENT OF AN APPROVED STONE SIGN, FROM AN APPROVED SUPPLIER. THIS GRAPHIC SHALL NOT BE USED AS A TEMPLATE OR PATTERN OR FOR ANY OTHER PURPOSE. ANY MODIFICATION IS PROHIBITED. CONTRACT ARCHITECTS ARE TO USE THIS SIGN ONLY AND ONLY IN THE LOCATION DESIGNATED. SIGN IS TO BE MOUNTED ON THE LEFT OR RIGHT SIDE OF THE FRONT ELEVATION AT THE MOST VISIBLE LOCATION FROM THE STREET. RIDGE OF TRUSS STATE OF IDAH( 1' -3' 5/8' (VARIES PER NUMERALS) u z i ROD AND CAULK JOINT (TYP.) SPACER STONE ADDRESS SIGN, VERIFY ADDRESS NO.S GROUT SOLID BEHIND SIGN MASONRY FILL T E N. . S. )- >SIECTION nSECTION NOTE TO ARCHITECT: THIS GRAPHIC IS INTENDED TO BE USED TO COORDINATE LOCATION AND PLACEMENT OF AN APPROVED STONE SIGN, FROM AN APPROVED SUPPLIER. THIS GRAPHIC SHALL NOT BE USED AS A TEMPLATE OR PATTERN OR FOR ANY OTHER PURPOSE. CONTRACT ARCHITECTS ARE TO USE THIS SIGN IN LOCATIONS SHOWN ON THE BLDG. ELEVATIONS, UNLESS LOCAL REQUIREMENTS DICTATE OTHERWISE. SIGN IS TO BE MOUNTED ON THE LEFT OR THE RIGHT SIDE OF THE FRONT ELEVATION AT THE MOST VISIBLE LOCATION FROM THE STREET. STONE ADDRESS SIGN no V/ w w 2 w a a w 3r w z N 0 J J 0 J Q Z Q i Gi Q N 0 0 N N tf') METAL FASCIA AND SOFFIT — ELEVATION Sheet Title: EXTERIOR ELEVATIONS Sheet: � ELEVATION A2.1 ASSOCIATES a ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING The Dyer Group LLC 310 N. 2nd E. Ste. 153 Rexburg, Idaho 83440 Voice (208) 656 -8800 STRUCTURAL ENGINEERING TANNER SMITH BARFUSS & ASSOC. Structural Engineers 233 North 1250 West #201 Bountiful, Utah 84014 Voice (801) 298 -8795 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 Voice (208) 232 -4439 Fax (208) 232 -1435 ACOUSTICAL ENGINEERING SPECTRUM + BENNION 175 South Main St., Suite 300 Salt Lake City, UT. 84111 Voice (801) 328 -5151 Fax (208) 232 -1435 ASSOCIATES A. McFARLAND AR -2561 Cn w Z 0 0 U xU� U V)H H H � w �D WO Z C �2 N 0 a 0 z ti o= J p ti �o 0 n LO ltd P LL ' r Q co J LO I� Cn G � I.L Cn w Z 0 0 U xU� U V)H H H � w �D WO Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 TOP OF WALL PLATE TOP OF FLOOR LINE MECHANICAL ENCLOSURE SEE B /A4.2 (TYP.) C �2 a �L V Cn } 1 1 I 1 1 I 1 m I ❑ Y Project Number: 591 - 556 -77 Plan Series: HER- TRA -98 -13 Property Number: 591 - 5568 -77 TOP OF WALL PLATE TOP OF FLOOR LINE MECHANICAL ENCLOSURE SEE B /A4.2 (TYP.) 0 b o : o r� ASSOCIATES ARCHITECTURE BRICK SILL _ METAL WINDOW FRAME 1 RURG ll m HOE8390te A V 208.359.2309 F;;�B Fax 2 8.3592271 SEALANT (BOTH SIDES) SOLID SURFACE WINDOW STOOL LANDSCAPE ARCHITECT DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 HOLD DOWN ANCHOR Voice (208) 529 -9504 1 6y WHERE REQUIRED. SEE CIVIL ENGINEERING The Dyer Group SHEET S1.1 ANDS BRICK QUIONS BRICK QUOINS — / S1.3 o Ste. 3 1 —4 BRICK 0 Rexburg, Idaho 83440 (TYP.) QUOINS 6" WIDE WALL BRICK FEATURE 2x6 AT 16 O STRUCTURAL ENGINEERING SHEATHING AROUND O.C. r7 r7 SEE C /A3 .4 TANNER SMITH BARFUSS & ASSOC. LO WINDOW OPENING INSULATION Structural Engineers — 2 233 North 1250 West #201 1 COURSE OF Bountiful, Utah 84014 Typ• BRICK (TYP.) 5 8" GYPSUM BOARD voice (801) 298 -8795 [' BRICK / MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center 5 COURSES OF 5 COURSES OF voice lo, 233 -0501 Pocatello, Idaho 83204 2' -0 R BRICK (TYP.) ( ) " TYP. BRICK (TYP.) 5 -4 16 -8 -- WALL SHEATHING Fax (801) 233 -0529 W/ AIR INFILTRATION ELECTRICAL ENGINEERING AYNE ONE COURSE OF BARRIER 1823 E.ECenterSt. INC. �3 4" BRICK (TYP.) ONE COURSE OF Pocatello, Idaho 83201 BRICK (TYP Voice (208) 232 -4439 Fax (208) 232 -1435 DET BRICK U O I N S BRICK U �01 N S JAM ACOUSTICAL ENGINEERIN A — — — — SPECTRUM + BENNION s » r Sat Lake Cit , UT. 84111e 300 voice (801) 328 -5151 Fax (208) 232 -1435 ,Q. ASSOCIATES BR NT A. McFARLAND AR -2561 STATE OF IDAHO WALL SHEATHING 5/8" EXTERIOR GYPSUM 'T SHEATHING DRAINAGE SYSTEM SPACE (t,� EIFS SYSTEM O H O N Z za J -C 6" x 4" x 3/8" LINTEL ANGLE U? r' x 13' -0" LONG CENTER O BELOW RIDGE ROUTED JOINT r. U) 0 STEEPLE J � LU W L0 �� R5' -8" SEE SHEET A3.7 J MM 1- R5' -6" W � EIFS STEP FLASHING ROOFING JOINT DETAIL w MATERIAL RIDGE VENT BRICK COLUMN TOP OF SEE B /A1.6 FULL ARCH !12:3'— VATION 7" 12 5 VENT WITH H WINDOW ------- - - - - -- -- -- WALL CAP O Z 11111111111111111 lit= SEE SHEET A5.2 BRICK ® 12 B H r--- -- TTJ I Wo N MECHANICAL ENCLOSURE B A = SEE B /A4.2 (TYP /) A 2 MECHANICAL 2.2 LOUVER J Q ELEVATION VENT v SEE B/A1.6 q Q 1 /8 11 = 1' - STEEPLE 0 SEE SHEET A3.7 o ROOFING 3' -0" MATERIAL w ELEVATION V) 127' -4 3/8" RIDGE OF TRUSS w CONTROL JOINT R8 -6 3 -0 Q SEE E /A2.2 w R8' -O" Project Number: R5 -4" 591 - 556 -77 w 12 Plan Series: N R3' -3" WINDOW BRICK COLUMN 5 �— EIFS METAL FASCIA HER- TRA -98 -13 R2' -11 Property Number: " SEE SHEET A5.2 MECHANICAL AND SOFFIT LOUVER" (TYP) 591 - 5568 -77 J 4' -4" 12 METAL FASCIA 12 METAL FASCIA R1 —11 " 5 ELEVATION SPRING LINE 5 Sheet Title: _...,._..,_.,-- - - - -__ 108 —0 OF ARCH _ � � AND SOFFIT J ELEVATION LIG FIXTURE — _.,__,.. - -_ EXTERIOR � 108' -0" _ TOP OF WALL PLATE m mmm m BRICK ELEVATIONS 111111111111A 11 11111 N1111JI1111 0 ❑ ❑ � � � UU DD ❑ ❑ D r7 V) A3.5 - - - - - -- - - -- - - - -- c� z ffM LJ ELEVATION - - -- — -- - - -- < 100' -0" TOP OF FLOOR LINE 0 0i FIRE ENCLOSURE C FIRE DEPARTMENT SEE B /A4.2 (TYP.) D B Q A2.2 CONNECTION A2.2 A2.2 B FIRE SPRINKLER ALAR BELL AND STROBE Sheet: ELEVATION A2.2 0 3 - LO V N N I I a U v, a� 0 . M " 0 ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 REXBURG, IDAHO 83440 Fax 208.359.2271 LANDSCAPE ARCHITECT DAVID V' WEAVER & ASSOC, 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 STEEPLE SEE SHEET A3.7 CIVIL ENGINEERING The Dyer Group LLC LIGHTNING CABLE SEE I A B 310 N. 2nd E. Ste. 153 SEE A /A3.2 AND SHEET A1.5 I E RIDGE VENT A3 LVL CONTINUOUS A32 Voice (, 8 ) 6 S 83440 Q A3.7 SEE B /A1.6 STRUT AT SHEAR WALLS STRUCTURAL ENGINEERING I ELEVATION TOP OF TRUSS ROOF SHEATHING SEE SHEET S2.1 TYPICAL I TANNER SMITH BARFUSS & ASSOC. 127'-4 3 8 I Structural Engineers / AT RIDGE 233 North 1250 West #201 I Bountiful, Utah 84014 Voice (8 1) 298 -8795 I MECHANICAL ENGINEERING I E i ENGINEERED SYSTEMS ASSOC. 315 West Center A3.4 Pocatello, Idaho 83204 Voice (208) 233 -0501 Fax (801) 233 -0529 (2) 2x10 BASKETBALL ELECTRICAL ENGINEERING SUPPORT BEYOND SEE D /A7.2 1823 E.ECeniter S NG INC. t. El FS AND SHEET S2.1 Pocatello, Idaho 83201 _ - °_ Voice (208) 232 -4439 - - - - Fax (208) 232 -1435 - -- -- - - -- - - - -- - -- - - -- - - - -- Fox - - - - - -- -------- ACOUSTICAL ENGINEERIN CATWALK SPECTRUM + BENNION 175 South Main Suite 300 WOOD TRIM SEE D /A7.1 SEE H /A7.2 5t., salt Lake City, UT. 84111 WOOD TRIM SEE A /A7.1 ACOUSTICAL TILE Fax ( ( ) 232 2 -143-143 F5 INSULATION E TWO LAYERS 5/8" GYPSUM - B ON ONE LAYER OF METAL FASCIA WOOD TRIM SEE A /A7.1 BOARD ON CHAPEL CEILING GYPSUM BOARD �?> o Bit C BEYOND GYPSUM BOARD PAINTED � ASSOCIATES BRICK - - - -� -- BR NT A. McFARLAND AR - 2561 T B MECHANICAL LOUVER DECORATION ANCHOR (1) LAYER 5/8 1' -6" B SIM A4.3 A TYPICAL HOOKS - TYPICAL + + GYPSUM BOARD PAINTED A4.3 A4.3 A4.3 CONTINUE TRIM BASKETBALL E.I.F. S. ;I INTO DOOR POCKET STANDARD - - -- - I L - -F I I I I I STATE OF IDAHO 2x12 BLOCKING IL AT 8' -0" O.C. MIN. ;I I G � TYPICAL j EXIT I I ( EXIT A4.3 EXir MATCH II II ROSTRUM I I WALL COVERING B A5.4 LINE I BRICK COLUMN - - - 1 46 SLOPED WALL WALL COVERING A SEE B /A2.2 MECHANICAL LOUVERS CULTURAL CHAPEL PAINT WALL BEHIND 1478 P6 148E 148A CENTER O = II II I I 147 LOUVER BLACK- TYP. 148 ROSTRUM FRAMING �_ q' n I I + PLACE LOUVER 6 " 0 Of SEE SHEET A6.1 y ;; l 1 -0 I I ABOVE FLOOR SLAB F Q Z 0 ---- - -?I" I I o BASE SEE E A7.1 - - ELEVATION TOP OF ' mil- -- / A7.3 BASE J (p �� FLOOR I j SEE G /A7.3 0 ~ 100' -0" `" , D Q co E FIRESTOP AT 9' -4" O.C. Lc. UJ UJ A3.4 TYPICAL � A B A3.2 A3.2 X W LONGITUDINAL SECTION A 1/4"" = 1'- A A3.3 � H TRUSSED RAFTERS (2) 2x10 BASKETBALL w Z SEE SHEET S2.1 SUPPORT BEYOND SEE D /A7.2 A3.4 O V) AND SHEET S2.1 o U 0 x � (2) 2x12 TOP PLATES a U F EIFS H E. INSULATION w 0 0 pxxss_ ssxxs - -- ssxxsss _sxx - =x xssxss - - - - -- - ssssss n la BRICK Q A I K <t 2x6 BLOCKING AT ACCESS DOOR ATTIC RAILING 8' -0" O.C. MIN. A7.1 SEE DETAIL G /A7.1 SEE M /A7.3 METAL LADDER P A7.2 / 4x8 PHONE 6" x 4" x 3/8" LINTEL ANGLE Q -E GYPSUM BOARD PAINTED -� BOARD BELOWORIDGE G CENTERED cfl A54 -� (1) LAYER 5/8" A3.4 0 GYPSUM BOARD V) 4" � (1) LAYER 5/8" + MECHANICAL LOUVER + + + + 3 SHEATHING LJ w A4.3 GYPSUM BOARD DECORATION ANCHOR A4.3 BASKETBALL STANDARD / N HOOKS TYPICAL D E F 2x8 CEILING 2x8 CEILING B A4.3 A4.3 A4.3 FRAMING 0 I I FRAMING S2.4 Q w c� WALL COVERING A MATCH 5° = FIRESTOP I E (2) LAYERS 5/8" GYPSUM BOARD Project Number: LINE " O.C. EXIT EXIT GYPSUM BOARD A4.3 AT 9 -4 GYPS M BOARD PAINTED 591 - 556 -77 PAINTED w TYPICAL CULTURAL CULTURAL TYPICAL AT SIM Plan Series: Z CENTER CENTER CULTURAL HALLS O EN CHAIR RAIL B METAL HER- TRA -98 -13 .E (2) LAYERS 5/8" 1 48 149 148 AND 149 G H SOFFIT o GYPSUM BOARD 152 153 CORRIDOR SEE FOYER 1 A3.6 Property Number. 1488 P7 149A A4 3 A4 3 591 - 5568 -77 � TYPICAL AT SAFETY WAINSCOT 123 VEST. 121A 122 1208 1218 0 CULTURAL HALLS SEE A /A7.2 F 121 Sheet Title: 148 AND 149 BASE SEE G /A7.3 BRICK BUILDING INSULATION In BASE COLUMN SECTIONS 0 r) 0 Z DIMMER PA MECHANICAL LOUVER A Q SEE D /A4.2 PAINT WALL BEHIND S Q CERAMIC TILE A3.3 S 1.2 OPP. E 0 LOUVER BLACK- TYP. A7.3 vi a N OL9 -N GI TU DANAL Sheet: 0 0 N A3.1 M N i 0 . a ! I U �Q 0 ! o Y i � 0 ASSOCIATES ARCHITECTURE 1152 BOND AVENUE - Suite A V 208.359.2309 RMURG, IDAHO 83440 Fax 208.359.2271 -E STEEPLE SEE LANDSCAPE ARCHITECT ❑❑ SHEET A3.7 DAVID V. WEAVER & ASSOC. 1605. S. Woodruff Ave. Idaho Falls, Idaho 83401 Voice (208) 529 -9504 CIVIL ENGINEERING A The Dyer Group LLC 310 N. 2nd E. Ste. 153 A3.1 Rexburg, Idaho 83440 Voice (208) 656 -8800 THRU -ROOF CONNECTOR I STRUCTURAL ENGINEERING SEE B /A3.7 I TANNER SMITH BARFUSS & ASSOC. Structural Engineers ® ®� 233 North 1250 West #201 ®® ®® Bountiful, Utah 84014 Voice (801) 298 -8795 LIGHTNING CABLE CATWALK MECHANICAL ENGINEERING ,� ® ® SEE J /A7.2 ENGINEERED SYSTEMS ASSOC. (2) LAYERS 5/8 ,.� `� ®® ROOFING MATERIAL ON 315 West Center Pocatello, Idaho 83204 GYPSUM BOARD 12 ® ®® ® ®\ Voice (208) 233 -0501 ROOF SHEATHING B .,� ® Fax (801) 233 -0529 5 �'' Al 6 ` ELECTRICAL ENGINEERING E ® `® INSULATION PAYNE ENGINEERING INC. ® ® 1823 E. Center St. A3 .6 ' ® Pocatello, Idaho 83201 D `� ® _ A3.3 �' s ®. Fax (2 8) 21435 9 INSULATION ® ®® ACOUSTICAL ENGINEERIN SPECTRUM + BENNION RAILING 175 South Main St., Suite 300 SEE M /A7.3 2x4 EDGE BLOCKING Salt Lake City, UT. 84111 TYPICAL Voice (801) 328 -5151 1 ELEVATION TOP OF WOOD TRIM 12 ��` ®® Fax (208) 232 -1435 115'-8" -- ] PLATE ®'�-� B SEE A /A7.1 3 WOOD TRIM \�� CEILING SUSPENSION SYSTEM , A6.6 SEE D /A7.1 5/8 GYPSUM BOARD ' ® ®�/ ON LVL FRAMING � ®� WITH GYPSUM BOARD AND ROOFING MATERIAL ON ACOUSTICAL TILE ROOF SHEATHING ®® � r `� � ® ASSOCIATES BR NT A. McFARLAND AR -2561 A ®® I -JO1 T RAILING A3.4 /�, ®� ' SEE M /A7.3 ROSTRU A4.3 146 J SIM �. ® J OPP. ELEVATION TOP OF / A7.1 `' ` A3.5 108' -0" PLATE A STATE OF IDAHO A6.6 GYPSUM BOARD PAINTED F GYPSUM BOARD PAINTED JOIST BLOCKING - INSULATION VISUAL ROOM DISPLAY VISUAL CHAIR RAIL �- BRICK I BOARD CORR ROSTRUM CASEWORK WALL CORR DISPLAY I SEE B /A7.1 N n/ 140 143 SEE SHEET F2.1 COVERING B 105 104 BISHOP BOARD = a. - - -- ----- - - - - -- 143 n�, �' ry�I - - - - -- ------ - - - - -- Q 5 104 i lu Ali I ' M OPP. A3.5 f` O O 1 i i I I 1 Q BASE I it it I I II II i l II II 1 II II BASE ELEVATION TOP OF SEE E /A7.1 I SEE E /A7.1 WALL 0 Z 1 00' - 0 )I FLOOR II _I C COVERING A II it i 11 II II U 0 u ry A B C J m w W S1.2 A3.4 �/ L o Lo A6.6 � M rn X W LIGHTNING CABLE PRESSURE CLAMP SECTION LIGHTNING CABLE PRESSURE CLAMP L.L TO GROUND ROD 1/4 = 1' -0" TO GROUND ROD A E-a A3.1 w Z O o V ROOFING MATERIAL ON 12 CATWALK 5 ROOF SHEATHING CATWALK SEE H A7.2 B C o x w RIDGE VENT ACCESS HATCH OVERBUILD FRAMING SEE H /A7.2 I / A3.3 A3.3 U F� C SEE B /A1.6 SEE F /A7.1 SEE A /S2.2 2x4 EDGE BLOCKING A3.5 INSULATION TYPICAL ACCESS HATCH DUCTWORK MECHANICA ELEVATION SEE F /A7.1 w 121' -9 3/4 D w Q N TOP OF - A7.2 o TRUSS Q WOOD TRIM r r \ a A SEE D /A7.1 _.........__._ SEE A /A7.1 EIFS ACOUSTIC TILE ON or LLJ 1 f 5/8" GYPSUM BOARD _ I I, ELEVATION TOP OF Q i i 115' - 8 " PLATE i 4 L I E METAL I L. o i i A 5 8" GYPSUM A3.6 Cn FASCIA i E / K STORAGE ^JSIM. N A5.3 BOARD SIM. MECHANICAL LOUVER w A5.3 A4.3 156 A4.3 w E GYPSUM BOARD PAINTED w ELEVATION BEAM B -16 Q BOTTOM OF BEAM B -1 BEAM B -1 a BEAM N z (2) LAYERS 5/8" H _...-- .. ............_,..._ -- E C- BEAM B - 17 UJI A3.5 B a M GYPSU GYPSUM BOARD A7.3 WALL COVERING A = A5.3 GYPSUM SIM. A43 PAINTED 591-556-77 B . 3 BOARD o STORAGE o Plan Series: Z PAINTED A5.3 148E 155 o F E 4 0" 4.. 148E o "' A6.s - - -- ACOUS ICAL PANELS- CULTURA -- o HER- TRA -98 -13 3 CHAIR RAIL CENTER CORRIDOR m FOYER VESTIBULE Pr o A7 VESTIBULE °m FOYER SEE B /A7.1 __- Pro ert Number: J 108A 108 108C nl 109 CORRIDOR - 148 -- 135 �+ 136 137D 137 1378 591 - 5568 -77 0 115 -` -- Sheet Title: � BASER TILE --- ADJUSTABLE BASE 6' -0" x 8' -0" - -.- E BUILDING ELEVATION BASE - SEE E /A7.1 WALL -- SHELVES SEE SEE G /A7.3 SAFETY WAINSCOT A7.3 0 100' - 0" COVERING A J /A6.2 SEE A /A7.2 SECTIONS I I I I Z I I I I r l-- ------ -- -1- Q B C � -------- - - - - -J Q A3.3 A3.3 ---------- - - - - -J c N L Q N SECTION Sheet: ca 1 /4" = 1' -0" ° A3.2 0 N N LO I 'c 0 a a� I 1 1 I 1 1 1 0 a� 1 1 1 1 1 1 0 Y tC