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HomeMy WebLinkAboutElevations General Notes ?�p.RTO/V 1 INSTALL BRICK EXPANSION JOINTS AT 30 FEET O.C. MINIMUM, AND AT INSIDE CORNERS OF BRICK. ED p 1 A301 COORDINATE EXACT LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION. D L1 ._ U 69'- 10 1/4" Oy Q TOP OF STEEPLE /T F C T U R� Keyed Notes 04-01 BRICK VENEER ACCENT COURSE. BRICK TYPE #2. JRW 04-02 BRICK VENEER FIELD COURSE. BRICK TYPE #1. & A S S O C I A T E S 04-03 BRICK VENEER SOLDIER COURSE. BRICK TYPE #2. INSTALL+1/2"FROM THE FACE OF THE FIELD BRICK. A P C H i T E C T S 04-06 PRECAST CONCRETE WINDOW HEADER. ARCHITECT 04-07 PRECAST CONCRETE WINDOW SILL. -Barton Architecture PLLC 7 6 5 O O O 04-13 MECHANICAL ENCLOSURE.SEE SITE DETAILS. 319 N.Kinsley Ave 07-18 STONE COATED METAL SHINGLES OVER UNDERLAYMENTS. INSTALL SECONDARY UNDERLAYMENT OVER THE -Winslow,AZ 86047 ENTIRE ROOF AND DOWN THE FRONT OF THE FASCIA. JRW&Associates 07-22 PARAPET CAP FLASHING ASSEMBLY. 07-25 PREFINISHED METAL FASCIA. --Rexburg, Bond Ave.Suite A burg, ID 83440 07-28 PREFINISHED METAL RIDGE VENT. 07-42 PREFINISHED METAL COUNTERFLASHING OVER STEP FLASHING. STRUCTURAL ENGINEER 07-52 EXTERIOR INSULATION AND FINISH SYSTEM. Ridge Structural Engineering 1152 Bond Ave.Suite B 07-54 WATER-MANAGED EIFS ARCHITECTUAL SCORING JOINT,SEE DETAILS &SPECIFICATIONS. -Rexburg, ID 83440 10-25 PREFINISHED ALUMINUM STEEPLE. 10-25 MECHANICAL ENGINEER MATERIALS LEGEND Engineered Systems Associates 32'-0" f� -1355 East Center TOP OF STEEPLE BASE 1 ASPHALT SHINGLE Pocatello, ID 83201 A211 ROOFING — - - - - - - - - - - - - - - ELECTRICAL ENGINEER A BRICK TYPE 1 FIELD COURSE - Payne Engineering E e 04-06 ASH 1823 East Center p A312 A201 B o -Pocatello, ID 83201 BRICK TYPE 2- FIELD COURSE- 1 m A312 07-42 A201 PLATINUM - RUFF _ C o AUDIONISUAL ENGINEER 2 1 A312 07 42 07 22 B 1 07 54 PRECAST CONCRETE Spectrum Engineers A308 A303 I A602 I A304 HEADER OR SILL 324 South State Street,Suite 400 12" 12 07 52 -Salt Lake City,UT 84111 16' - 11 1/2" I I 4 1/2" RIDGE 4 1/2" n _AL� 0 Q w 04.03 7-18 07-28 04-01 .6 Qa a 04-06 � 04-02 04-03 04 02 o 04-01 a z 04-01 04-02 07-54 z 0 U Z w 04-03 07 52 CAI 8'- 1 1/8" _ _ — J TRUSS BEARING A501 0 0 Q w 0'-0" 04 07 OP OF SLAB 165a 04 01 1 13a J A501 z Q — - - — - — - — - — - - — - — - — - — - — - — - — - — - — - - �LLI >1 J _ C 2 04-03 C 1 az 0 L 2 Z Z 1 Q SOUTH ELEVATION Scale: 1/8"= 1'-0" =7 ILL.� O o \ 0 J U � 0 4AL a4__1 11-1 Z_T w w 69' - 10 1/4" oz _0 ('7 EIFS DETAIL TYPE 1 EIFS DETAIL TYPE 2 A B � Scale: 1/4"= F-0" Scale: 1/4" = 1'-0" o z O U t] Z Q THE CHURCH OF z JESUS CHRIST (D K J HO G OF E Op C B A o OF LATTER-DAY SAINTS Q OF i— O U) z w BRENT A. McEARLAND AR-256' 10-25 w 3 1 2 1 A308 A305 A305 A306 0728 07-18 w 11/14/2025 STATE OF IDAHO o 31' -3" If REVISIONS RIDGE 32'-0" OIL— >_ TOP OF STEEPLE BASE I o 28' 0" m o 07-22 w O HIIIIIIIII A212 1 co cn " � 04-06 12 04-01 4 1/2" 4 1/2' � _ 07-22 12" -- ¢ PROJECT NUMBER 07-28 04-02 I 04-06 �4 1/2" 4 1/2° - Z 501244524010101 I 07-25 Q JRW/BA PROJECT# a o 8'- 1 1/8" TRUSS BEARING ^I J 04-03 � DATE 4' -o° AO OA OA OA OA AOCAOA AO A AO 1111412025 04 02 � DESIGN PHASE a , a w 04 01 04-07 04 03 CONSTRUCTION DRAWINGS 0' -0" _ 04 01 Q SHEET TITLE TOP OF SLAB 0402 1 19a 1 19b 134ao © — — — - - - - - - - — E1 04-13 I H1 _Cowl � ELEVATIONS 0 04 01 1 m A213 Q W w WEST ELEVATION 2 U O U Scale: 1/81, = 1'-01, Q 11/17/2025 2:01:22 PM Autodesk Docs://Victory Vineyard 300 SC/Victory-Vineyard_300_SC_ARC_r25.rvt li3P ON General Notes ❑ INSTALL BRICK EXPANSION JOINTS AT 30 FEET O.C. MINIMUM, AND AT INSIDE CORNERS OF BRICK. IDA DCOORDINATE EXACT LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION. 0 C, .� Q Keyed Notes C T U R� A302 04-01 BRICK VENEER ACCENT COURSE. BRICK TYPE #2. 04-02 BRICK VENEER FIELD COURSE. BRICK TYPE #1. JRW 69'- 10 1/4"Top of Steeple 04-03 BRICK VENEER SOLDIER COURSE. BRICK TYPE #2. INSTALL+1/2" FROM THE FACE OF THE FIELD BRICK. & A S S O C A T E S 04-06 PRECAST CONCRETE WINDOW HEADER. A R C H I T E C T S 04-07 PRECAST CONCRETE WINDOW SILL. ARCHITECT 04-08 BRICK VENEER OVER VENTED NAIL BASE SYSTEM. BRICK TYPE #1. Barton Architecture PLLC 04-13 MECHANICAL ENCLOSURE.SEE SITE DETAILS. 319 N.Kinsley Ave 07-18 STONE COATED METAL SHINGLES OVER UNDERLAYMENTS. INSTALL SECONDARY UNDERLAYMENT OVER THE -Winslow,AZ 86047 ENTIRE ROOF AND DOWN THE FRONT OF THE FASCIA. JRW&Associates 1 2 3 4 O ❑ 7 07-22 PARAPET CAP FLASHING ASSEMBLY. -1152 Bond Ave.Suite A O -2 PREFINISHED METAL FASCIA. -Rexburg,, ID 83440 07 5 S SC 9 07-28 PREFINISHED METAL RIDGE VENT. STRUCTURAL ENGINEER 10-25 PREFINISHED ALUMINUM STEEPLE. Ridge Structural Engineering 1152 Bond Ave.Suite B -Rexburg, ID 83440 MECHANICAL ENGINEER -Engineered Systems AssociatesMATERIALS LEGEND e -Pocatello, ID 83201 ASPHALT SHINGLE ROOFING ELECTRICAL ENGINEER 1025 BRICK TYPE 1 FIELD COURSE - Payne Engineering ASH o 1823 East Center L -Pocatello, ID 83201 BRICK TYPE 2 - FIELD COURSE - m PLATINUM - RUFF ❑ . 7 0 AUDIONISUAL ENGINEER A 2 PRECAST CONCRETE U Spectrum Engineers A512 A303 F— HEADER OR SILL 324 South State Street,Suite 400 U -Salt Lake City,UT 84111 12" 12" �� 0725 4 1/2" / 4 1/2" w 04-08 07-18 07.22 0 z 07-18 07-28 7 "' z 07-28 0 U I I I z w ^ ' ` V 07-18 A A o A532 A531 04-06 04 01 3: (V I 8' - 1 1/8" Q CO w LU �❑ .� " TRUSS BEARING o 0 co z O O O A O O O O O O O O O O ❑ � - 04.13 0413 w J C I Z 0'-0" 4-1z Q TOP OF SLAB U Q > _ 04 01 04-02 ❑ 0 p (n w W N ELEVATI NORTH 0 -0 c O O _ Scale: 1/8" = 1'-0" -L Q z 2 r z J A B C D E F G H J K L z 0 U t] Z Q THE CHURCH OF w JESUS CHRIST 3: OF LATTER-DAY SAINTS 0 Q STAMP i- 0 I I I I I I I I I I I z Q w BRENT A. McEARLAND AR-256' U 10-25 LU /v• I I I I I I I I I I I Q w 11/14/2025 1 1 2 1 3 STATE OF IDAH0 A306 A321 A305 A305 A308 0 REVISIONS 07-28 1 RIDGE I 0718 0 U m w 0 I ' 04-03 a g w rr A312 I I A z 3 A312 in 07-28 A2 12,. z PROJECT NUMBER 12" 1/2 4 "A213 � � 4 1/2" _ 4 1/2" 4 1, ,, I ❑ 501244524010101 1 /2., 1 I I 1 z 04-02 � Q JRW/BA PROJECT# BA 25.008 1/8" 0403 J DATE TRUSS BEARING 04-02 OA OA 04-03 k SAD AO AO y AO AO AO A T ❑A ❑A 4'_0„ w DESIGN PHASE CONSTRUCTION DRAWINGS 04-01 11 ME 04 03 Q SHEET TITLE TOP OF SLAB 146a I 151 c 152a 160b 160a < ELEVATIONS 04 07 © 04 07 04 01 00 04-13 0413 Q w Q U EAST ELEVATION co W 2 Scale: 1/8" = Y-0" A202 11/17/2025 2:01:46 PM Autodesk Docs://Victory Vineyard 300 SC/Victory-Vineyard_300_SC_ARC_r25.rvt