Loading...
HomeMy WebLinkAboutPermit File BLD-2020-0572 607 R Avenue (6)Rigging, Lifting, storage and transportation requirements of modular buildings are not reviewed or approved by L&I FAS. NOTES 1. BUILDING IS DESIGNED TO COMPLY TO WITH THE 2015 INTERNATIONAL BUILDING coDE (IBc). 2. DESIGN COMPLIES WITH THE PROVISIONS OF -THE 2015 IBC FOR THE FOLLOYANG Loans: GROUND SNOW LOAD = 220 PSF FLOOR LOAD = 400 PSF IBC DESIGN SPECTRAL RESPONSE SS = 1.669, S1 = 0.748 SITE q_ASS D RISK CATEGORY: II SEISMIC DESIGN CATEGORY: D BEARING WALL SYSTEM R = 4.0 A-5 INTERMEDIATE PRECAST SHEARWALLS BASIC WIND SPEED = 150 MPH (3-SECOND GUST), INND EXPOSURE C 3. CONSTRUCTION TYPE: V-B OCCUPANCY: B EXTERIOR WALLS: 1-HR RATED PER IBC TABLE 721.1(2), ITEM 4-1.1 UNLIMITED UNPROTECTED OPENINGS IN ACCORDANCE WITH IBC 705.8.1 EXCEPTION 2 AND TABLES 601 k 602 MINIMUM FlRE SEPARATION DISTANCE: 10 FEET 4. CONCRETE STRENGTH f'ci = 2500 PSI INITIAL f'c = 5000 PSI FlNAL AIR ENTRAINMENT 6% f 1 1/2% IN PLASTIC CONCRETE. REINFORCING STEEL: GRADE 60, Fy = 60 KSI MINIMUM LAP 18" AT SPLICES. TIE BARS WITH DOUBLE ANNEALED 16 GA IRON WIRE. REINFORCING TO BE PLACED IN CENTER OF PANEL LINO. REINFORCING STEEL SHALL BE ACCURATELY PLACED, ADEQUATELY SUPPORTED AND SECURED AGAINST DISPLACEMENT BEFORE CONCRETE IS PLACED AND SHALL ALSO MET THE STANDARDS SET FORTH IN ACI 318. WELDED WIRE FABRIC (W.W,F.): 4x4xW8xW8, Fy=65 KS! (OR EQUIVAL). COMPLY WITH ASTM A82, SMOOTH WIRE, MIN. LAP 2 SQUARES. 5. EMBEDDED ITEMS IDENTIFlED ON DRAWINGS(i.e. PS-2, R301) REFER TO CXT STANDARD EMBEDMENT CATALOG. 6. BACK OF PANELS TO HAVE SMOOTH TROWEL FlNISH U.N.O. ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S 7. REFER TO SEPARATE CXT INCORPORATED SPECIFlCAT10N5 COVERING DESIGN, MATERIALS, PRODUC110N, AND INSTALLATION CRITERIA FOR SPEgFlC STYLE OF BUILDING, 8. ALL REBAR BENDS TO HAVE A MINIMUM RADIUS OF 6x THE BAR DIAMETER. 9. INSTALLATION TO MEET APPLICABLE LOCAL, STATE &FEDERAL CODES, BY OTHERS. 10. BUIIDIN� G DOES NOT CONTAIN CONDITIONED SPACE. NO ENVELOPE REQUIREMENTS. ��� All equipment must be installed per the manufa er specifications and in accordance with all applicable listings. Manufacturer's installation specifications shall be available on the jobsite at the time of inspection. Applicable working clearances must be maintained at all equipment. WASHINGTON STATE PE, APPROVAL, AND TAG REQUIRED WALL TEXTURE: BARNWOOD wALL coLOR: ROOF TEXTURE: DELTA RIB METAL ROOF COLOR: TRIM PAINT: BROWN J I (V � • � PANEL MARK N0. KEY PLAN BACK Dept. of Labor and Industries Attn: Michael Luke, FAS Plans Examiner PO BOX 44430 Olympia, WA 98504-4430 I--- ---------- - i Fl I W1 �,-, � � pj W6 � � P1 UNIT A I� L W � � UNIT B 0 � �i � W13 F2 ' W12 � — FRONT APPLICABLE CODES �0 I �J ;�7� ,� L� S-Ot COVER SHEET S-02 HANDLING INSTRUCTIONS 5-03 FLOOR PLAN 5-04 BUILDING ELEVATIONS S-OS BUILDING ELEVATIONS S-O6 INTERIOR ELEVATIONS 5-07 DETAILS 5-08 WALL PANEL MARK W1 5-09 WALL PANEL MARK WZ 5-10 WALL PANEL MARK W3 5-11 WALL PANEL MARK W4 5-12 WALL PANEL MARK W5 5-13 WALL PANEL MARK W6 S-14 WALL PANEL MARK W7 5-15 WALL PANEL MARK W8 5-16 WALL -PANEL MARK W9 5-17 WALL PANEL MARK W10 5-18 WALL PANEL MARK W11 5-19 WALL PANEL MARK WI2 5-20 WALL PANEL MARK W13 �nsite use and location of the modular ""� I building is the jurisdiction of the local building official. Site, grade and plot drainage plans are not reviewed by LNI. q Iso see the NLEA (notice to local enforcement l agency) form attached to this plan set. NLEA items may require review, approval and/or inspection by local authority having jurisdiction TvprrAl AI I_ SITE INSTALLED ITEMS Foundation plans and details are not reviewed by L&I, / except for the reasonability of the design to support \ the modular building. Approval and inspection of the foundation system is the jurisdiction of the local building 1 official. This is typical for all foundation related sheets, details and engineering contained within this plan set STATE OF WAS ING-run► ' DEPARTMENT OF LABO AND INDUSTRIES FIELD SERVICES AND PUBLIC SAFETY FACTORYASSEMBLE STRUCTURES PLAN APPROVAL * t f SUBJECT TO FIELD INSP CTION OVERSIGHT . OR VIO TION OF RCW IS NO I UDED BY: DATE: O o??� EXPIRATION DATES t /31 �e� i �a�Y�. _ 5-21 FLOOR SLAB MARK F1 5-22 FLOOR SLAB MARK F2 �`� I�,y may, o� wnllcy�� C',y � 5-23 ROOF SLAB MARK R1-R �j ,S� , G� v 5-24 ROOF SLAB MARK R1-L Q fit' �� � I 5-25 ROOF SLAB MARK R2-R i� y , = x � S-26 ROOF SLAB MARK R2-L i= , x t � i � % �r 5-27 INTERIOR PART1TlON MARK P1 %/ �% '`a�g 4+• � � � '� 5-28 GRAVEL PAD DETAIL `rfnNAL �1S 5-29 FLOOR DRAIN LOCATION &BELOW FLOOR PIPING 5-30 PLUMBING PLANS EXPIRES April 23, 2021 5-31 PLUMBING DETAIL do DIAGRAMS 2015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS ICC/ANSI A117.1-09 ACCESSIBLE AND USABLE BUILDINGS AND FACILJilES, WITH STATEWDE AMENDMENTS 2015 UNIFORM PLUMBING CODE W1TH STATEWIDE AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 INTERNATIONAL ENERGY CONSERVATION CODE / WASHINGTON STATE ENERGY CODE SPECIAL CONDITIONS AND/OR LIMITATIONS ACCESSIBILITY TO THIS BUILDING, INCLUDING PARKING IS TO BE PROVIDED BY OTHERS AND CONSTRUCTED IN ACCORDANCE WITH THE LOCAL BUILDING CODES. Accessibility�id signage shall comply with ANSI A117.1 — �. / 2009 ANSI A117.1; Section 606.6. Exposed pipes and surfaces. Water supply and drainpipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sink_:= ' � 5-32 5-33 5-34 5-35 EM-1 EM-2 EM-3 EM-4 EM-5 EM-6 ELECTRICAL NOTES, LEGEND do SCHEDULE ELECTRICAL PLANS MATERIAL LIST MATERIAL LIST COMPILED EMBEDS COMPILED EMBEDS COMPILED EMBEDS COMPILED EMBEDS COMPILED EMBEDS COMPILED EMBEDS FP 2 � 2020 FAS � w<e.� September 1G, 2f)2p -'��cj'� C� � G ��Q \�� �l.��`� \ Precast Products v \ 6707 E FlamFgo Ave. Bldg 300, Nmipq 10 83887 �, GQO,`\� 901 N. Hlghray 77 H91e6oro, TX 76645 �. �O `G 362 Waverly Road Wlllametorn, WV 28187 ,, �G� \�SeV E MD ONDS �J��\�\Q BUILDING NUMBER 5-299 nonce �`�O - Th� hfarmotlan tanMYrd haMi b piopNtvy nd �htmnatln m%M uwd by lh, orlYhd � kr lM pupow htndad Repod,etlm a A�tr6utln d W� hknndkn b �trktly PmhElbd �Itlwut the prhr Attn omwnt of Cxf gy dlw{,y ues d thb hhxmatlon, (7R haryornbd Qnh no emmtX � hplbd, hdudhp o mimly d mnimfd, nY d 1Mnw (on a partlMv purposa cxr head DEPT. nl I_ 1 i:r :ii:, COVER SHEET SL73 t}= � TO C . .ANp Fff,[.p ttggPt- orro No. �� $—t)1 01 35 NUTES1 1, THE SANTIAGO STYLE BUILDING CONSISTS OF TWO SEPARATE UNITS TO BE PLACED AND JOINED AT THE PROJECT SITE, PROPER SITE PREPARATION AND HANDLING IS ESSENTIAL FOR THE SAFE AND PROPER INSTALLATION OF THE BUILDING, 2, PROVIDE SHALLOW TRENCH WITH ROLLED EDGES ALONG BUILDING JOINT LINES TO PREVENT TRAPPING MATERIAL BETWEEN UNITS BEING DRAWN TOGETHER, 3, PLACE UNITS AS CLOSE TO ONE ANOTHER AS POSSIBLE, SPACE BETWEEN UNITS SHOULD NOT EXCEED I' AT INITIATION OF POST -TENSIONING. MAXIMUM ALLOWABLE FINISH JOINT SPACE BETWEEN UNITS SHALL BE 1/20 1 4, POST-TENSIDNING TO DRAW UNITS INTO CONTACT SHALL BE ACCOMPLISHED WITH EQUIPMENT PROVIDED BY CXT BY PROPERLY TRAINED PERSONNEL, INSTRUCTIONS PROVIDED BY CXT SHALL BE CAREFULLY ADHERED TO, ALL NECESSARY SAFETY PRECAUTIONS SHALL BE TAKEN BY INSTALLATION PERSONNEL, 5, AFTER COMPLETIDN ff BUILDING PLACEMENT, BLOCKOUTS AT POST -TENSIONING ANCHORAGE POINTS SHALL BE FILLED WITH NON-METALLIC, NON -SHRINK GROUT, PROVIDE SMOOTH, NEAT FINISH COMPATIBLE WITH SURROUNDING CONCRETE SURFACES, MATCH CONCRETE COLOR, ,AFTER POST -TENSIONING IS COMPLETE THE INSTALLATION OF DIFFERENTIAL SETTLING PLATES IS REQUIRED WHERE EACH BUILDING SECTION JOINS TOGETHER. INSTALL PLATES EACH SIDE OF BUILDING, ATTACH SETTLING PLATES TO THE BUILDINGS AS-3 FLOOR EMBEDS WITH SUPPLIED CXT PARTS. TRENCHING BENEATH THE BUILDING ALONG THE FLOOR WILL BE REQUIRED PRIOR TO INSTALLATION, 7. PROVIDE UTILITY CONNECTIONS (PLUMBING &ELECTRICAL) AS REQUIRED AND/OR AS CALLED FOR ON THE DRAWINGS. 8, FILL FLOOR BLOCKOUTS AFTER COMPLETION OF UTILITY HOOKUPS WITH CONCRETE. SLOPE TO DRAIN. HOISTING CABLE SLING; W/ LOCKING SHACKLE I MINIMUM CABLE TENSILI CAPACITY = 11 TON 26'-0' CRANE LIFTING SCHEMATIC - UNITS A & B N(JTESI APPROXIMATE, r �\ L_J IL-J 0 IN PS-22 LIFTDJG 1, ATTACH TO AS-3 EMBEDS W/(2) 1 1/2'0 HIGH TENS[LE COIL BOLTS (SHEAR CAPACITY = 1UMN PER BOLT) UNIT A SHIPPING WEIGHTS AND DIMENSIONS S-299 SECTION WEIGHT LENGTH WIDTH HEIGHT A (BACK) 74,700 26'-0' 11'-6' 12'-0' B (FRONT) 75,200 26'-0' 11'-6' 12'-O' CRANE LIFTING SCHEMATIC -END VIEWS r �\ UNIT B SONTIAGN RECOMMENDED HANDLING AND INSTALLATION INSTRUCTIONS PS-22 LIFTING L ATTACH TO AS-3 EMBEDS W/(2) 1 1/2'0 HIGH TENSILE COIL BOLTS (SHEAR CAPACITY = 18,000# PER BOLT) ITEM QTY P.T. CABLE 27'-04 CHUCKS do WEDGES 8 GROUT I BAG CU. FT. CCNC. I SQ. FT. W.W.F. I a� April 23, 2021 tembei• 16, 2020 Precast Products i707 E Flamhgo Are. Bldg 300, Nampa, D368i 8 901 N. Highray 77 Hllsboro, TX 76845 362 Waverly Road Willametarrl, WV 28187 EDMONDS BUILDING NUMBER S1111299 HANDLING INSTRUCTIONS 35 ROOF t FOUNTAIN W/ CANE SKIRT AEU-VC202WA 5FFU-US4� l.� 0 4 C0�� GAS WATER HEATER vj411x 0000% x ; a W HAND DRYER + �FCIS SM06ACS-UL MAL EXPIRES April 23, 2021 September 1 G, 2020 E Precast Products 6707 E Flamingo Ave. Bldg 300, Nampa, ID W& 901 N. Highway 77 Hilsboro, TX 76645 362 Wavmiy Road Willanstown, WV 26187 nxuear nree EDMONDS BUILDING NUMBER S-299 Nt The Yttarmaam cmb*d hweln 9 praprNtwy and the mkmM p q wty of CXr Inaapondd. The hhxmatbn may orgy be and by the w*al ro* nt far Bu paepar. kitwnded ReproBKtlan or dbb6ution of We InfwmuUm Is ehAdt praMlted etawut the un of l cb�rhnfrormuU n, CXrt kiwpa utW Bpmte no mrdrmlobpny w al Ikitr m far a�par W pWosa yof C%r Inaarpaand FLOOR PLAN 35 RENNAI WATER HEATER VERTICAL TERMINATION VENT 12" 3"� I I I I � I noon IIIff �� 4' DIA PLUMBING VENT PIPE DELTA RIB METAL I BARNWOOD TEXTI TYP ALL EXTERIOR WA DOOR • FR❑NT ELEVATI❑N SLIDING DOOR STOP GLYNN-JOHNSON �- REINFORCING PIVOT EXTERIOR LED LIGHT FIXTURE (TYP 3 PLCS) HAWS #1119FR ADA DRINKING FOUNTAIN W/ CANE SKIRT II EXTERIOR HOSE -BIB may, o� WAsy C' 16 x wa s cg��w EXPIRES Apri123, 2021 BUILDING ELEVATIONS REAR ELEVATI❑N 5-04 04 35 2'-4'x10LEXAN WINDUWS RH SIDE ELEVATI❑N RENNAI WATER HEATER VERTICAL TERMINATION VENT ^�'T" 4IB METAL ROOF TEXTURE BARNWDOD WALL TEXTURE ,��LLIAM �j �, Og WAsy C' ST NAL E� ri123, 2021 September 16, 2020 Precast Products 6707 E Flamhgo Ave. Bldg 300, Nampa. ID 83687 9D1 N. Highray 77 H119boro, T% 76645 362 Waverly Road Wllamatorn, WV 26187 EDMONDS BUIU)ING NUMBER 5-299 BUILDING ELEVATIONS LH SIDE ELEVATI❑N 35 S.S TOILET SEAT COVER DISPENSER (TYP 5 PLCS) VANDAL RESISTANT WALL HUNG WET LOCATION 4' LED LIGHT FIXTURE OCCUPANCY SENSOR ACTIVATED (VPF8-4-28W HP-4000-120-CP-WHT-WET-OCC-TX/SD) OCCUPANCY SENSOR -ACTIVATED EXHAUST FAN SENSOR OPERATED FLUSH VALVE, TYP 1 1/2' S.S. GRAB STAINLESS STEEL SND (TYP 3 PLCS) TP DISPENSER Y 0 18'x36' SS MIRROR INTERIOR ELEVATION—WOMEN'S RESTROOM OCCUPANCY SENSOR -ACTIVATED EXHAUST FAN I�I—I�I 1 1/2' STAINLESS STEEL `D VERTICAL GRAB BAR TOILET SEAT COVER DISPENSER ON N 2'-10' SANIFLOW HAND DRYER MODEL #SM06ACS c `tj o I � 18'x36' SS MIRROR SANIFLOW HAND DRYER MODEL #SM06ACS VANDAL RESISTANT WALL HUNG WET LOCATION 4' LED LIGHT FIXTURE OCCUPANCY SENSOR ACTIVATED CVPF8-4-28W HP-4000-120-CP-WHT-WET-OCC-TX/SD) OCCUPANCY SENSOR -ACTIVATED EXHAUST FAN 3'-6' SENSOR OPERATED FLUSH VALVE, TYP 2 -1' 1 1/2' S,S, GRAB BAR E3 ij INTERIOR ELEVATION — MEWS RESTROOM --N VANDAL RESISTANT WALL HUNG WET LOCATION 4' LED LIGHT FIXTURE THREE COMPARTMENT SINK W/ TWO DRAINBOARDS �11'LIANI �'1 WAry� C,'y p$�CI�16 RQ�wk► NAL E�yG April 23, 2021 SeptemUer 16, 2020 Precast Products 6707E Flamhgo Me. Bldg 300, Nmpa. ID BM87 901 N. HlghNay 77 Hllebor% IX 76645 362 Waverly Raad Wllimnetmm, WV 26187 INTERIOR ELEVATIONS INTERIOR ELEVATION — MEWS RESTROOM W❑MENS ❑PP❑SITE HAND INTERIOR ELEVATION — UTILITY ROOM 35 <DIM P❑INT> - 1/2 x 1/2 CHAMFER CTYP 3 SIDES) FORM FACE RIBBED R❑❑F FINISH N❑T INCLUDED IN 4 1/2' DIM �� TYPICAL ROOF SLAB EDGE I PLAN TYP. WALL TO WALL PANEL �1 WELDED CONNECTION ,�� ROOF PEAK WELDMENT DETAIL I I 3• INT. PARTITION 6' 6' — PS-2 0 PS-3 TYP. FLOOR SLAB INT. PARTITION BASE CONNECTION L Id/:�Z li 7�II�f� 7 KEYED FLOOR &ROOF SLAB DETAIL 12' nESaoow aE.srRoou ® ® UTILITY �' • ROOM• SI-2—M SI-2—W SI-2—UT 45° BEVEL SIGN SI-2 DETAIL 1C AS- PS- TYP, WALL TO FLOOR SLAB WELDED CONNECTION J TYP. INTERIOR PARTITION 8 TO WALL CONNECTION ION 4'� WALL PANEL IT. GROUT PS' —mac in PS-2 OR PS TYP. WALL TO FLOOR SLAB JOINT DETAIL `t WALL PANEL J �,•� PVG SLEEVE N POST -TENSION FLOOR SLAB JACKING CHUCK 2-#3 BARS 9 POST TENSION CABLE DETAIL TYP. WALL TO ROOF SLAB WELDED CONNECTION J FLOOR SL ,� O FLOOR LIFT PLATE DETAI ULIA11� ,y •��o� was��cC,y EXPIRES April 23, 2021 September 16, 2020 Precast Products i707 E Flamhgo Ave. Bldg 300, Nampo ID 83687 901 N. Highway 77 HOleboro, TX 76645 362 Waverly Road Mllametown, W 26107 EDMONDS BUILDING NUMBER 5-299 DETAILS stir S-07 �/ 35 I a 4x4 J-BL7X ❑PEN FACE DL7WN BLL7CKL7UT 6 1/2' 0 Mil DETAIL A <NTs> TEXTURE 9LOCK OUT FOR EXHAUST FAN (RVF6XL) 4x4 E-BOX BACK IU BACK 0 J ¢ f N Pq If7 Vl ¢ J ¢ ¢ ; d `r (U 1 LJ Ov V ¢ V I 2)F- o g Q I V1 .� 0 0 1 i LPi i n .�i V :a. O m CU C] CU •--� l7 1 0 n Lr) n w m t 1'7 I x I w E 00 f � v �D o I o 1 v n aD CU N�TESI 1, WALL THICKNESS = 4' ah" 9'-6'<PS-19><E-BL7X> 8'-4 3/4'<B,L7, DETAIL 'A'> 4 HL7> 5'-0'<SI-2 MOLD> ]NE LAYER MESH 3x4xW8xW8, CNTRD ETABEDDm MATERIALS ITEM QTY AS-2 8 PS-2 12 PS-19 4 FL-948 4 R411 4 R303 4 R327 2 R3x92 4 R3x98 20 R316 1 R3x180 4 R3x128 8 R320 8 MS-4 BO 4 9-2 BLOCKOUT 1 ROUND MUD RING 1 4x4 E-BOX 2 40 1 8" z 821 4" BO 1 4x4 J-BOX 2 DIA 2 cu. Fr. coNa sa. Fr. 71.5 (2.65) 220 9'<PS-2><PS-19> EXPIRES April 23, 2021 September 16, 2020 o•a CAT Precast Products 6707 E Flomngo Aye. Bldg 300, Nampa, ID 8368' 901 N. Highway 77 Hillsboro, TX 76645 362 Waverly Road Williamstown, WV 26187 EDMONDS BUILDING NUMBER 5-299 WALL PANEL MARK W1 2, EXCEPT R303, R411, R327 & R316, REINFORCING BARS T❑ BE PLACED IN PAIRS ONE EACH FACE ❑F PANEL W/ 3/4' MIN, COVER ALL OTHER BARS T❑ BE CENTERED IN PANEL 35 I I = w ti � H x W J F W a o l7 � o � 3 z = o � o E w i I Co BARNW❑❑D TEXTURE 6'-4"QdS-4 BO> ❑NE LAYER MESH 4x4xW8xW8, CNTRD 9"<PS-19> 0" am N O N O N rn� I ON ¢ to d N ¢ fN v v v a o !v o V I 0 N I� QI ON m m M <F V `Y (n O (gn ALo V 0 to m ft I N N I N I i� N❑TESL ilk^ll��l.fC�7:�►19[.�.�L 2, EXCEPT R3x38, & R322, REINF❑RCING BARS T❑ BE PLACED IN PAIRS ❑NE EACH FACE ❑F PANEL W/ 3/4' MIN, C❑VER, ITEIA en AS-2 3 PS-10 2 PS-19 4 R320 8 PS-2 1 RN116 8 R3X92 12 R3X38 2 MS-2 BO 1 NS-4 BO 2 R322 2 X1. FT. CONG SO. FT. W.W.F. 25.4 (0.94) 80 September 16, 2020 Precast Products 6707 E Flamingo Ave. Bldg 3DD, Nampa, ID 83687 901 N. Hlghray 77 Hlleboro, TX 76845 362 Waverly Road Wdllamstown, WV 26187 EDMONDS BUILDING NUMBER 5-299 WALL PANEL MARK W2 3. ALL ❑THER BARS T❑ BE CENTERED IN PANEL 35 6'-4"dAS-4 BO> ❑NE LAYER MES 4x4xW8xW8, CNTR 9"�DS-19> o" on O al o� HARNW❑❑D TEXTURE .I = I v� w z m F- x x J H W 3 0 ca m 0 � � 3 x Z o o PA E ti o l m II N❑TESL 1, WALL THICKNESS = 4' 2, EXCEPT R3x38, & R322, REINF❑RCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN, COVER, 3, ALL OTHER BARS TO BE CENTERED IN PANEL o,IBeDom uam+iais 1 an AS-2 3 PS-10 2 PS-19 4 R320 8 PS-2 1 R3x116 8 R3x92 12 R3z38 2 NS-2 BO 1 CIS-4 BO 2 R322 2 a. Fr. cony sa. r:r. 25.4 (0.941 _ 80 EXRIRES April 23, 2021 September 16, 2020 ;pz Precast Products 8707 E Flamhga Ave. Bldg 3W, Nampa, ID 6368i 901 N. Hl way 77 Hllsboro, A 76645 362 Waverly Road N9llomstown, WV 26187 EDMONDS BUILDING NUMBER 5-299 WALL PANEL MARK W3 35 SEE SENS❑R DETAIL 3'-4'<E-B❑X> 5'<W,C, WALL SLEEVE) 1 1/2'<URINAL WALL SLEEVE) 0" WALL SLEEVE (FLANGE SIDE DDWN) FDRM FACE r.. v BLOCKOUTS L• THICK BL(>CKDUT --/ WALL SLEEVE BLOCKOUT DETAIL 4x4 E-B❑X BACK T❑ BACK nni um ui In nYKIc UP I J 3 U n 9" PS-2> 0" FORM 4' SQ E-B❑X x 1 1/2' DEEP BACK T❑ BACK W/ 4' SQ x 3/4' DEEP D❑UBLE GANG MUD RING (APPLET❑N ELECT #8470) AT NEAR FACE PLACE MUD RING FACE UP IN WITH H❑LES L❑GATED ❑N THE LEFT AND RIGHT SIDE ONLY Li -r 0 SL❑AN FLUSH SENSOR E-B❑X DETAIL F❑R 4N WALL THICKNESS rno � I In rn Q� \ N In I � I to s I s N M N I I N I� o i N❑TESI 1. WALL THICKNESS = 4' x z_ O 2, EXCEPT R303, REINF❑RCING BARS T❑ BE PLACED IN PAIRS ❑NE EACH FACE OF PANEL W/ 3/4' MIN. C❑VER ALL OTHER BARS TO BE CENTERED IN PANEL FIABEDDm MATERIALS ITEM ON AS-2 2 PS-10 2 PS-2 4 PS-3 2 R303 2 R3x108 4 R3z123 4 R320 8 4z4 E-BOX 6 ROUND MUD RING 1 W.C. WALL SLEEVE 1 URINAL WALL SLEEVE 1 2 GANG MUD RING 2 zoll September 16, 2020 Precast Products 6707 E Flamhgo A%& Bldg 3W, Nomp% ID 8MB7 901 N. Hlyhray 77 H119boro, TX 76M 362 Waverly Road Willamatorn, WV 26187 noar me EDMONDS BUILDING NUMBER 5-299 WALL PANEL MARK W4 35 zoll September 16, 2020 Precast Products 6707 E Flamhgo A%& Bldg 3W, Nomp% ID 8MB7 901 N. Hlyhray 77 H119boro, TX 76M 362 Waverly Road Willamatorn, WV 26187 noar me EDMONDS BUILDING NUMBER 5-299 WALL PANEL MARK W4 35 4x4 E-B❑X BACK ROUND "" ❑PEr 4x4 J-BOX ❑PEN FACE DOWN SEE SENS❑R DETAIL 'B' T❑ BACK 8'-2'<E-B❑X><B,❑. 6 1/2' DIA> SEE SENS❑R 5'-4"�S-3> DETAIL 'A' 3'-4'<E-BOX><J-B❑X> 5'CW,C, WALL SLEEVE> 0" 0" s X X X O O Q rr^j O m I m � �, N X �i X n N \ N � I I pa w J J Q Q In v V) V I v in J pD j N IN I� BLOCKOUTS 4' SQ E-BOX x i 1/2' DEEP BACK T❑ BACK W/ 4' SQ x 3/4' DEEP D❑UBLE GANG MUD RING (APPLET❑N ELECT #8470) AT NEAR FACE PLACE MUD RING FACE UP IN FORM WITH H❑LES L❑GATED ❑N THE LEFT AND RIGHT SIDE ONLY 4' SQ J-BOX x i 1/2' DEEP (APPLET❑N E A PLACE MUD RING FACE UP IN FORM WITH H❑LES L❑GATED ❑N THE LEFT AND RIGHT SIDE ONLY SL❑AN FLUSH SENSOR E-B❑X DETAIL 'A' F❑R 4" WALL THICKNESS SL❑AN FLUSH SENS❑R J-B❑X DETAIL 'B' F"❑R 4" WALL THICKNESS N❑TEST 1, WALL THICKNESS = 4' 0 .S 0 2, EXCEPT R303, REINF❑RCING BARS TO BE PLACED IN PAIRS ❑NE EACH FACE OF PANEL W/ 3/4' MIN, C❑VER ALL OTHER BARS TO BE CENTERED IN PANEL EMBEDDm MATERIALS ITEM QTY AS-2 2 PS-10 2 PS-2 4 PS-3 2 R303 2 R3x108 4 R3z123 4 R320 8 4z4 E-BOX 4 ROUND NUD RING 1 W.C. WALL SLEEVE 2 4z4 J-BOX 2 2 GANG MUD RING 2 cu. Fr. coNc. sc. Er. w.w.E. 32.4 (1.201 99 w� NAL Apri123, 2021 per 1� 0 Precast Products 6707 E Flamhgo Ave. Bldg 300, Nanpq ID 8368 901 N. Highway 77 HI[Wmm, Tx 76M 362 Waverly Road Wlllamstown, WV 26187 EDMONDS BUILDING NUMBER 5-299 WALL PANEL MARK W5 35 I N `r I N I N I I I N N N V V V O ft Ih O I I o io nTnnnnn 0 11/1,<, EMBEDDED MATERIALS ITEM OTY AS-2 6 PS-2 10 PS-19 8 FL-648 4 R411 4 R303 8 R327 2 R3x92 8 UAW 4 R3x61 4 R316 1 R320 8 R3x98 8 BLOCKOUT 8' S0. 2 CU. FT. CONC. SG. FT. W.W.F. �Fc13TgQ S/nNAL Ei1 <PS-19> EXPIRES April 23, 2021 September 16, 2020 WCAT Precast Products 6707 E Flamingo Ave. Bldg 300, Nampa, 10 8368i 901 N. Highway 77 Hllsboro, Tx 76645 362 Waverly Road Williamstown, WV 26187 NOTESI 1, WALL THICKNESS = 4' 2, EXCEPT R303, R411, R327 & R316, REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN, COVER ALL OTHER BARS TO BE CENTERED IN PANEL EDMONDS BUILDING NUMBER 5-299 WALL PANEL MARK W6 5-13 1� 35 '!1 w 8'-10'<PS-19><8' SR BO> 9'<PS-2><PS-19> 0' 117 < CU N I N P7 N C3 o VJ I V7 N N v (U N¢ IL O C'J ¢ d v v ti � � v o j� o ON �D 00 00 1 U7ON ON Lr) I N n N CU r I I NOTES 1, WALL THICKNESS = 4' 2, EXCEPT R303, R411, R327 & R316, REINFORCING BARS TD BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN, COVER ALL OTHER BARS TO BE CENTERED IN PANEL I'fEAI an AS-2 6 PS-2 10 PS-19 4 FL-648 4 R411 4 R303 4 R327 2 R3x92 8 R3A80 4 R3x61 4 R316 1 R320 8 R3x98 8 BLOCKOUT 8' SQ. 2 W. Fi. CONC. S0. FT. W.W.F. 52.3 (1.94) _ 240 EXPIRES April 23, 2021 September 16, 2020 Precast Products 67W E Flamingo Me. Bldg 3W, Nampa, ID 6366j 901 N. Highray 77 Hllsboro, TX 76645 362 Waverly Road N9llam3tom, WV 26107 EDMONDS BUILDING NUMBER 5-299 WALL PANEL MARK W7 35 6'-4"QvIS-4 80> ❑NE LAYER MESH 4x4xW8xW8, CNTRD 9"�0S-19> ou cV v 0 n O o� BARNWOOD TEXTURE I I w I— x w H A 0 0 3 z w , n IBFDOm MATETtIAIS ITEM QTY AS-2 3 PS-10 2 PS-19 4 R320 8 PS-2 1 R3x116 8 R3x92 12 R3x38 2 NS-2 BO 1 CIS-4 BO 2 R322 2 W. FT. CONG SD. FT. W.W.F. 2021 September 16, 2020 Precast Products 8707 E Flamingo Ave. Bldg 300, Nampa, ID BM87 901 N. Highway 77 Hilsboro, TX 76645 362 Waverly Road Wllomstown, WV 26187 nomr>u EDMONDS BUILDING NUMBER 5-299 N❑TESI I, WALL THICKNESS = 4' 2, EXCEPT R3x38, & R322, REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN, COVER, 3, ALL OTHER BARS TO BE CENTERED IN PANEL WALL PANEL MARK WS 35 BARNW❑❑D TEXTURE r o1 6'-4"dvlS-4 BO> ONE LAYER MESH 4x4xW8xW8, CNTRD 9"GPS-19> 0" NOTES 1, WALL THICKNESS = 4' 2, EXCEPT R3x38, & R322, REINF❑RCING BARS T❑ BE PLACED IN PAIRS ❑NE EACH FACE ❑F PANEL W/ 3/4' MIN, C❑VER, QABEDDm MATERIALS META CITY AS-2 3 PS-10 2 PS-19 4 R320 8 PS-2 1 R3x116 8 R3x92 12 R3x38 2 NS-2 BO 1 t�S-4 BO 2 R322 2 W. FT. CONG SQ. FT. W.W.F. 123, 2021 September 16, 2020 Precast Products 6707E Flamingo Ave. Bldg 300, Nampa, ID 83687 901 N. Highway 77 Hlisboro, TX 76645 362 Waverly Road Williamstown, WV 26187 EDMONDS BUIIDiNG NUMBER 5-299 All WALL PANEL MARK W9 3. ALL ❑THER BARS T❑ BE CENTERED IN PANEL 0' 0 BLOCKOUTS 4x4 J-BOX ACE DOWN 8'-10'<PS-2><PS-19> 9'<PS-2) 0' PS-19 CAST DOWN IN FORM - 2 PLCS s — nn R3xl08 R320 � R320 ONE LAYER MESH a 4x4xW8xW8, CNTR➢ N X X tY tY 0 0 (U (U (Y) C`7 rY R3x108 0 EMBEDS �O x z_ o+ a� NOTESI 1, WALL THICKNESS = 4' 2, EXCEPT R303, REINFORCING BARS T❑ BE PLACED IN PAIRS ❑NE EACH FACE OF PANEL W/ 3/4' MIN, COVER EMBE7)DED MATERIALS ITETA QTY AS-2 2 PS-10 2 PS-2 4 PS-19 2 R303 2 R3x108 4 R3x112 4 R320 8 4x4 J-BOX 3 ROUND MUD RING 1 RECT MUD RING 1 B.O. 3" DIA 1 B4O, 1 1/2" DIA 1 a. Fr. coNa sa. Fr. w.w.E. 5XP'IRES Apri123, 2021 September 16, 2020 Jw Precast Products i707 E FlomNgo An. Bldg 300, Nwpa, ID 83W 901 N. Highway 77 Hllsboro, TX 76645 362 Waverly Road Williamstown, WV 26187 WALL PANEL MARK W10 5-17 I1� 35 4x4 J-B❑X ❑PEN FACE n^""I 4x4 J-B❑X W/ BLOCKOUTS 2'-4'<B,❑, 1 1/2° DIA> 2'-0 1/2'<B,❑, 3' DIA> 0' B❑x w/ ID RING DOWN FACE ii� m R320 PS-19 CAST D❑WN IN F❑RM - 2 PLCS R3x108 ❑NE LAYER MESH 4x4xW8xW8, CNTRD R3x108 � ; I Cn 0. Call M CnU I I I CU CU I I I� N EMBEDS R320 �- 9'-10' 8'-10'<PS-2XPS-19> 9'<PS-2><PS-19> 0' N❑TESL 1, WALL THICKNESS = 4' 2, EXCEPT R303, REINF❑RCING BARS T❑ BE PLACED IN PAIRS ❑NE EACH FACE OF PANEL W/ 3/4' MIN, COVER F]ABFDUm MATERIALS ITEM QTY AS-2 2 PS-10 2 PS-2 4 PS-19 2 R303 2 R3x108 4 R3z112 4 R320 8 4z4 J—BOX 4 ROUND MUD RING 1 RECT MUD RING 2 8.0. 3° DIA 1 B.O. 1 1/2e DIA 1 (Xl. FT. CONG SQ. FT. W.W.F. 30.6 (1.131 91 FJ(PIRES April 23, 2021 September 165 2020 Jw Precast Products 3707 E Flamhgo Ave. Bldg 300, Nampa, ID 8368, 901 N. Hlgflway 77 Hftboro, TX 76645 362 Waverly Road WRIlametorm, W 26187 EDMONDS BUILDING NUMBER S-299 Nana lha hfmnWm omtahad hash Is propletay and the endueM pmpafy of CXT hwlparoted. The hramallm may mIy be used by the al*al ncVent for the papoee hlmded. Rap v&wUm a dWANtbn of We hMmatlm b sMy pmhCWed etlhwt the use sbphlamatlan, CXT hwpmdw B?mts no marhmla611ty a at Rtriw fory of a tlM lnduipaa purpoen C%T InompmuW WALL PANEL MARK W11 5-18 SH/ 35 ram, J m cn o w I w a ra < a o o P❑o o N ¢ Y I N Q .--� Y J f I Y Q U d Pq (L (L : U tr OL U ; CD UJ vpq OJ H CI v n ❑ I W J . i w I m w Vi ,I P] J P4 (U .t [3L] (h C'7 n ❑ 2 C7 C7 \ ❑ CU \ •-� 0i Pa PQ W N CU .. I N v v N 1 NO V1 i O CO0 (U¢ N CD CU O n x n X N •-' !n o I N X I 0 I Co ¢ \ ¢ Co o iD o 0 � I e I v Co O l0 O I � I (L � 4x4 J-BOX OPEN FACE DOWN I I� IL—dl to BLOCKOUT 4 1/2' DIA aF NOTES, 1, WALL THICKNESS = 4' 8'-10'<PS-19><B,❑, DETAIL 'A') 1/4' 2'-11'<B,❑, 3 1/2' DIA> 2'-5 ,❑, 3 1/2' DIA 1'-0'<H❑SE BIB B,❑,> 9'<PS-2><PS-19> 0' 0 ITEIA arr AS-2 6 PS-2 10 PS-19 4 FL-648 4 R411 4 R303 4 R327 2 RUN 8 RUN 8 R316 1 R3x180 4 R3x82 2 R320 16 R3x66 2 4x4 J-80X 3 ROUND MUD RING 2 40 1 8" x 821 4" BO 3 R3x46 2 BLOCKOUT 3" x 3" x 9" 1 8-65 HOSE BIB BLOCKOUT 1 BLOCKOUT 3 1 2" DIA 2 SI-2 BLOCKOUT 3 B.O. 4 1/2' DIA 1 �. Fr. cony so. Fr. 57.8 (2.14) 174 April 23, 2021 September 16, 2020 Precast Products 6707 E Flamingo Am Bldg 300, Nampa, 10 83687 9D1 N. Hlghray 77 Hiisbm, TX 76645 362 Wawtiy Road W911omstorm, W 26187 EDMONDS BUILDING NUMBER 5-299 WALL PANEL MARK W12 2, EXCEPT R303, R411, R327 & R316, REINFORCING BARS T❑ BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN, COVER ALL OTHER BARS TO BE CENTERED IN PANEL 35 4x4 E-B❑X BACK-T❑-BACK 0 ^ X � o I 0 p� ON o I W v 0 in 9'<PS-2> 0' ' _O• R3x5R � ENE LAYER MESH 4x4xW8xW8, CNTRD R3xi13 o n n n (U (U (U I 0 0 h ¢ ¢ ¢ 010 Co � I u, a 0 T fi i a N❑TESI 1, WALL THICKNESS = 4' 2, EXCEPT R316, REINF❑RCING BARS T❑ BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN, COVER ALL OTHER BARS TO BE CENTERED IN PANEL ITEM ATY AS-2 3 PS-2 4 PS-10 4 R316 1 R3x58 4 R3x114 6 R3x113 2 R320 8 B4O. 4'x12' Q1. FT. CONG SD. FT W.W.F. EXPfREB April 23, 2021 September 16, 2020 ;AT Precast Products 6707 E Flamingo Ave. Bldg 300, Nampa, ID 83687 9QI N. Highway 77 Hillsboro, TX 76645 362 Waverly Road Williamstown, W 26187 near wac EDMONDS BUILDING NUMBER S-299 Rona The Ylfwmatlon calla) ed hwdt h ploprNtwy and tlIe exdueM properly of C%f Inowporabd The hfwmatlan may only be used by the original roclpiwt tar the puI}roes Fllwdad Reprad Wan or dW6utiaa d itde hfwmatlw Is SMY prehlbw eMWA the uwBy allowing o(dB�bprhfwrllo6an. C%f Inowpaated wwts no mwdrtml Illy or oIncluding a wwanty of f Rb A fora pwtladw pwPose. C%r kworpaated WALL PANEL MARK W13 35 2 1/2'<PS-19> 8'<B4O, 8' DIA> 11-0'<PS-19> 1'-3 3/4'<AS-3> 5'-0'<PS-19><RM54960 F,D,> 7'-11 3/4'<AS-3> .. ^ � U ^ I ^ d CL h ON I fn i Ifl ^ i0 I t^� ft o d I CD I ^ 0 % > (4 : j I I I N Li (U (4Vi (/j CUN F- V) CU CL �O CD CU CO (Ud" cm) o o --� 0CU N ON CD I I I I I I I I I I j I I I I I I I I I I o (U ce) If) 10 t0 o o .`�-I Lr)-i .`Lr)+ (U (U (U CU CU (U CU DED HOLES AS SHOWN N RM5496D FLGGR DRAIN (FLANGE SIDE UP) •;::-_t:;.•;.;: ,�•:r'" to 11 FORM FACE BLGCKDUT 10-1/2' DIA x 1-3/4'DP FLOOR DRAIN BLOCKOUT DETAIL � r5. a fi N 0 NpTES, 1. FLOOR THICKNESS = 5" 2. EXCEPT R303, R3x65, R3x116 & R4x112„ REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL WITH 1" MIN. COVER 0 TOP do 1 1/4" COVER ® BOT. 3. R4x112 TO BE PLACED IN BOTTOM OF PANEL WITH 1 1/4" COVER 4. ALL OTHER BARS TO BE CENTERED IN PANEL ITM OTY PS-19 24 PS-3 2 AS-1 4 AS-3 4 R4012 8 R3x172 8 RN116 2 R3x72 4 R3x65 2 R302 20 R303 6 PT CHUCK 2 BLOCKOUT 4'-0' x 1'-6° 1 DLOCKOUT 80 DIA 1 RM54960 F.D. 2 1° PVC SNO x 9A 2 W. FT. CONC. S0. FT. W.W.F. 105,2 (3.901 _ _ 510 EXPIRES Apri123, 2021 September 16, 2020 Jw Precast Products 8707 E Flam6tgo Ave. Bldg 300, Nampa, ID 8368; 901 N. Highway 77 HYlsbom, TX 76645 362 Waverly Raad W611amstown, WV 26187 EDMONDS BUILDING NUMBER S-299 NOTICE Th" hfamatlm cantaiwd hwvb Is proplwbry and th° wodmiN prapwlyy of CxT Incorporated. The hfannaam may mly M uNd by the alghd rNfint /ar Wrs puryNa htndad Reprodu Wan or dle rEuam M Wd° hfomwtlm b mMyy prohlbRedwl wd the prior wdttn cone,nt of OCT haapa bmL By alo°hq uN of 6dc°@rhuta�111aWm, C%T InMpaabd yQds no m.drmtabllly ar of fIN® far a partlpuWN• C%r InampavW FLOOR SLAB MARK Ft 5-21 I z1, 35 9'-9 1/2'<PS- 19> 91-50<B,D, 6' DIA> 91-00<PS-19> 7'-8'<B,D, 4'-0' x 1'-6'> 7'-6'<PS-19> 3'-10'tlRM54960 F.D.> 1'-4'CAS-3> CU o i % —i W (U (U a b� iri o� a o a a.. IL CU CU v n pq Go I � Go d DED HDLES AS SHOWN s f a RM54960 FLOOR DRAIN (FLANGE SIDE UP) ;. .:.. Will d iw Alm FORM FACE BLOCKOUT 10-1/2' DIA x 1-3/4'DP FLOOR DRAIN BLOCKOUT DETAIL O� a (U P! o f.J � (U 0. (U lf7 (L p� I 117 (U NDTES� 1. fL00R THICKNESS = 5" 2. EXCEPT R303, R3x65, R3x116 & R4x112, RDNfORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL WITH 1" MIN. COVER ®TOP & 1 1/4° COVER ®BOT. 3. R4x112 TO BE PLACED IN BOTTOM OF PANEL N1TH 1 1/4" COVER 4. ALL OTHER BARS TO BE CENTERED IN PANEL IlEld an PS-19 25 RM54960 FLOOR DRAIN 3 AS-1 4 AS-3 4 R4112 8 R3A72 12 R3x116 2 R303 7 R3x65 2 R302 28 8.0. 60 DIA 1 PT CHUCK 2 BLOCKOUT 4r-0° x 1'-6° 1 1° PVC SCH40 x 9'-92 2 W. FT. CDNG SQ. FT. W.W.F. EXPiR�S Apri123, 2021 September 163 2020 Precast Products 6707 E Flamingo Ave. Bldg 300, Nampa, ID OM87 901 N. Highway 77 Hllabom, IX 76645 362 Waverly Road Wlliametown, WV 26187 EDMONDS BUIU)ING NUMBER 5-299 ai�c•. FLOOR SLAB MARK F2 S-22 22 35 o„ 7 1 /2"<FL648> O 2'-20<PT PVC> 2'-8 1 /2"<FL847> w.. w 8 5'-5 1 /2"<FL648> w F 3 w � f � w = 0 0 J f 00 8'-8 3/4"<PS-19> N e M '. 9'-6 1 /2"<FL648> o � 1 u� 10'-11 3/4"<PS-19> w 3/4"Q'5-19><8.0. 5" DIA> 14'- 4 1/2"<FL648> 14'-11 3/8" 15'-0 1 /2" --oz n n N N < n N N n A °° A 00 n Ln rn rn rn p (n vj W iV V1 *7 io ch i it 'o clp cl ar I oil :, iv In i� m m 4A R3x134 u u M R 4x18 TYP L�LJ3yYY TYP x x x I 1 1 /8" cou (BTM) CZ R3x134 NOTESI TW❑ LAYERS MESH 4x4xWBxW8 C1) 3/4' CLEAR NEAR FACE C1) 1 1/4' CLEAR FAR FACE 1. RODE THICKNESS = 4 1/2' MIN +FINISH 2, EXCEPT R303, R411, R3x175 & R4x18 BARS T❑ BE PLACED IN PAIRS, ONE EACH FACE ❑F PANEL W/ 1 1/4' MIN, COVER 3, BARS R4x18, R4x134 & R4x174 TO BE PLACED W/ 1' COVER NEAR FACE, 4, ALL OTHER BARS TO BE CENTERED IN PANEL f]ABE➢Dm MATERIALS ITEM QTY PS-19 12 FL-847 4 F1-648 4 R411 4 R303 12 R3x134 4 R3z175 2 R3z176 2 R320 4 PS-2 2 R4z18 16 PT CHUCK 1 PVC SCHD40 z11'-3" 1 BLOCKOUT 5' DIA 1 BLOCKOUT 7" DIA 1 W. FT. CDNG SD. FT. W.W.F. EXPIRES April 23, 2021 September 16, 2020 FrWAV Precast Products 6707 E Flomhgo Ave. Bldg 300, Nampa, 10 BM87 901 N. Hlghray 77 Hlleboro, TX 76645 362 Waverly Road Mliamstorm, WV 26187 EDMONDS BUILDING NUMBER 5-299 ROOF SLAB MARK R1-R 35 ti in i N 1 W a. X 0 ^ w r\ I ¢ c v co q J n n N7OM N 1 CD J I 7 1/2"ffL648> 2'-2"<PT PVC> 2'-8 1 /2"<FL847> 7'-6 3/4'<PARTIAL B,❑,> <B,❑, 5' DIA) f4UMIi[410:I11Ei 14'-11 3/8° 15'-0 1 /2" --Z n O `r J ao ¢ J n N y � I I ! TW❑ LAYERS MESH 4x4xW8xW8 CLEAR NEAR FACE (1> 1 1/4' CLEAR FAR FACE PARTIAL B,❑, 3'x8'x2'DP AT NEAR FACE 4x4 J-B❑X ❑PEN FACE UP N❑TEST 1, R❑❑F THICKNESS = 4 1/2' MIN +FINISH 2, EXCEPT R303, R411, R3x175 & R4x18 BARS TO BE PLACED IN PAIRS, ONE EACH FACE OF PANEL W/ 1 1/4' MIN, C❑VER 3. BARS R4x18, R4x134 & R4x174 TO BE PLACED W/ 1' COVER NEAR FACE. 1TE7d pn PS-19 13 FL-847 4 R-648 4 R411 4 R303 13 R3z134 4 R3x175 2 R3A76 2 R320 4 PS-2 2 R4x18 16 PT CHUCK 1 1' PVC SCHD40 z11'-3' 1 PARTIAL 8.0. 3' x 8' x 2' DP 1 4z4 J-BOX 1 B.O. 5' DIA 1 CU. Fi. CONC. Sp. FT. W.W.F. 2021 September 16, 2020 Precast Products 67W E Flamhgo Awe. Bldg 3DO, Nampa, ID 83687 901 N. Highway 77 HOlebm, TX 76645 362 Waverly Road Witllw3towa, WV 26187 EDMONDS BUILDING NUMBER 5-299 ROOF SLAB MARK R2-L 4, ALL ❑THER BARS T❑ BE CENTERED IN PANEL 35 THIS FACTORY ASSEMBLED BUILDING, AS CONSTRUCTED, PROVIDES A RIGID BOX TYPE STRUCTURAL SYSTEM. VERTICAL LOADS ARE TRANSFERRED PRIMARILY THROUGH BEARING WALLS TO THE STRUCTURAL SLAB FLOOR OF THE BUILDING. THE VERTICAL LOADS ARE THEN DISTRIBUTED THROUGH THE REINFORCED CONCRETE FLOOR TO THE PREPARED GRANULAR, NON -FROST SUSCEPTIBLE (NFS) SUB -BASE WHICH DISTRIBUTES THE VERTICAL LOADS IN RELATIVELY UNIFORM FASHION TO THE NATIVE SUB -GRADE. AS WITH MOST CONSTRUCTION, THIS DOES REQUIRE THE NATIVE SUB -GRADE TO BE STRIPPED OF VEGETATION AND TOP SOIL PRIOR TO PLACEMENT OF THE PREPARED GRANULAR SUB -BASE. DUE TO THE INHERENT STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDING REGARDLESS OF NATURAL FREEZE/ THAW CYCLES ANTICIPATED TO BE ENCOUNTERED IN THE STATE OF WASHINGTON. LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FRICTIONAL RESISTANCE WITHOUT SLIDING OR SHIFTING BETWEEN THE BUILDING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB -BASE ON WHICH THE BUILDING RESTS, SEISMIC ANALYSES ARE BASED ON LOADS DETERMINED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE USING PARAMETERS, WHICH MEET OR EXCEED THE CODE PRESCRIBED REQUIREMENTS FOR THIS INSTALLATION, THIS BUILDING AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB -BASE WILL BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL AND LATERAL LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER AND AN ANCHORAGE SYSTEM, TYPICAL FOR OTHER TYPES OF BUILDING CONSTRUCTION, ARE NOT REQUIRED FOR THIS BUILDING. THE 'FOUNDATION" FOR THIS STRUCTURE IS ESSENTIALLY THE COMBINATION OF THE COMPACTED SUB -BASE MATERIAL AND THE BUILDING'S REINFORCED SLAB, THE COMBINATION OF THE COMPACTED SUB -BASE MATERIAL AND THE BUILDING'S REINFORCED SLAB NEED TO BE AT LEAST 12" THICK AND THE COMPACTED SUB -BASE MATERIAL SHALL EXTEND BELOW THE LOCAL FROST DEPTH I. :ROAD BASE FINISHED JUKhRCE Uh JUH—tIRJt SHALL Ht hLRI RNll LLVEL, W11H A MAXIMUM lltV1AIlUN Uh —f€'", +0" FROM A TRUE HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET FOR SUB —BASE REQUIREMENTS DURING BUILDING PLACEMENT. (PREPARED SUB —BASE NOT BY CXT). ��ti41� Rr o� WAByl� C q he .� x x a ¢ ��aIST S4roNAL April 23, 2021 tember 16, 2020 Precast Products 67W E Flomhgo Ave. Bldg 300, Nompa, ID 8368' 901 N. Highray 77 HQIsbm, TX 76M 362 Waverly Road Williamstow, WV 26187 EDMONDS BUILDING NUNBER 5-299 :rsr GRAVEL PAD DETAIL sN�r S-28 2/ 35 ALI_ PIPING INDICATED ON THIS SHEET IS NOT BY CXT FLOOR DRAIN BLOCKOUTS 8c BELOW FLOOR PIPING BEL❑W FL❑❑R PIPING — KEY N❑TES 1, 4' CLEAN ❑UT TO GRADE, 2, 2' FLOOR DRAIN, FIELD INSTALLED TRAP PRIMER SYSTEM IF REQUIRED BY AUTHORITY HAVING JURISDICTION, (1'-6'x4'0' BLOCKOUT) 3, 2' VENT PIPES EXTENDED 12' ABOVE FINISHED FLOOR LEVEL, PROVIDE TEST PLUG. (1'-6'x4'0' BLOCKOUT) 4, 4' WASTE PIPE EXTENDED 12' ABOVE FINISHED FLOOR LEVEL, PROVIDE TEST PLUG, (1'-6'x4'0' BLOCKOUT) 5, 2' TYPE K ANNEALED 'SOFT' COPPER WATER SERVICE EXTENDED 12' ABOVE FINISHED FLOOR LEVEL, PROVIDE CAP AT END, (1'-6'x4'0' BLOCKOUT) 6, 30' MIN, BURY, PROVIDE TRACER TAPE, 7, MIN, BURY PER LOCAL REQUIREMENTS TO PROTECT AGAINST FREEZING AND DAMAGE. 8, ELECTRICAL STUB UP, (8' DIA BLOCKOUT) 9, 2' FLOOR DRAIN, FIELD INSTALLED TRAP PRIMER SYSTEM IF REQUIRED BY AUTHORITY HAVING JURISDICTION, (10' DIA BLOCKOUT) 10. 12' x 12' FLOOR SINK (1'-6' x 4'-0' BLOCKOUT) 11, 3/4' GAS LINE (6' DIA BLOCKOUT) PIPING LEGEND ANNEALED 'S❑FT' C❑PPER WATER SERVICE BELOW FLOOR WASTE PIPING SCH 40 ABS TYPE DWV BEL❑W FLOOR VENT PIPING SCH 40 ABS TYPE DWV BL❑CK❑UT DETAIL BL❑CK❑UT DETAIL w3r, F,D1 4 T❑ FL❑❑R %�iI 2 3 DRAIN iNI In I 1'-2' 1'-2' - - 1'-8' — 4'-0" x 1'-6" BL❑CK❑UT DETAIL "A" 4'-0" x 1'-6" BL❑CK❑UT DETAIL "B" CAST -IN DRAIN H❑USING C10' INSI➢E DIM - PROVIDED BY CXT) FIELD INSTALLED GR❑UT, SL❑PE T❑ DRAIN CCXT PR❑VIDED-INSTALLATI❑N N❑T BY CXT) 2' WASTE PIPE - STUB UP 12' ABOVE GRADE (NOT BY CXT) TAPPED P-TRAP ADAPTER (NOT BY CXT) P-TRAP ASSEMBLY (NOT BY CXT) ❑,D, COPPER TRAP PRIMER LINE IF REQUIRED BY AHJ (NOT BY CXT) 2' FL❑❑R DRAIN VENT RISER - STUB UP 12' ABOVE GRADE (NOT BY CXT) TRAP PRIMER MANIF❑LD (PRE -PLUMBED AND INSTALLED BY CXT) SHUT OFF VALVE (PRE -PLUMBED AND INSTALLED BY CXT) 48' x 18' PLUMBING BL❑CK❑UT = T❑ MAIN WASTE LINEr r�,LIAM �i op wnsy� C'�i_ b" za2t September 16, 2020 Precast Products 6707E Flamingo Ave. Bldg M. Nampa, III W687 901 N. Highway 77 Hllsboro, TX 76M 362 Waverly Road Morristown, WV 26187 EDMONDS BUIUIING NUMBER S-299 The Informalim cmt� n�e harem Is proprietary and the �xdueiro pprroopperty of CXT Incorporated. Tha Infarrnatim may only be d by the origlnd redplant far lha purpose Intended. Raproductlm or prohibited butith oT the trTartnatian is strictly prohmited without the prior wrltt.n consent of CXT Information, By allowing use oT to warranty, ewpress or CXT Inearparoted q�te ar ry of m, chants Ynpllad, lndudhq a warranty of merchantability Glty ar oT fltn„ ap�a particular purpose. FLOOR DRAIN LOCATION & BELOW FLOOR PIPING 35 5. 6. P-5 PARTIAL PLAN - WASTE PIPE SEE S-31 WASTE AND VENT RISER DIAGRAM FOR PIPE SIZES WASTE PIPING —KEY NOTES FLOOR DRAIN, FIELD INSTALLED (NOT BY CXT) 2. 4" WASTE THROUGH FLOOR, FIELD INSTALLED (NOT BY CXT) 3. PROVIDE TEST PLUG IN END OF WASTE PIPE. CONTINUATION OF PIPING IS FIELD INSTALLED &NOT BY CXT. 4. CAPPED WASTE CONNECTION BETWEEN UNITS, NOT BY CXT. SEE 5-31 WASTE AND VENT RISER DIAGRAM FOR SIZE. FIELD INSTALLED GREASE TRAP IF REQUIRED BY AUTHORITY HAVING JURISDICTION (NOT BY CXT). 1 1/2" INDIRECT WASTE TO FLOOR SINK, LOCATED IN BO (FLOOR SINK IS NOT BY CXT, FIELD INSTALLED BY OTHERS), P-5 PARTIAL PLAN - VENT PIPE SEE S-31 WASTE AND VENT RISER DIAGRAM FOR PIPE SIZES VENT PIPING —KEY NOTES 1. 2" FLOOR DRAIN, FIELD INSTALLED (NOT BY CXT) 2. VENT THROUGH ROOF. 3. 2" VENT WITH TEST PLUG. 4. FIELD INSTALLED 2" VENT PIPING FROM FLOOR DRAINS. (NOT BY CXT) PIPING LEGEND ____- COLD WATER WASTE PIPE: HOT WATER ABS, ASTM D2661, SCHED. 40 ____ VENT PIPING SCH 40 ABS TYPE DWV FIELD PIPING (NOT BY CXT) P-5 PARTIAL PLAN - WATER PIPE SEE 5-31 WATER PIPING RISER DIAGRAM FOR PIPE SIZES WATER PIPING — KEY NOTES 1. 2" FLOOR IN, FIELD INSTALLED (NOT BY CXT) 2. FIELD INSTALLED 2" WATER SUPPLY (NOT BY CXT) 3. CAPPED CW LINE, CONNECTION BETWEEN SIDES IS TO BE FlELD INSTALLED. (NOT BY CXT) HOSE BIBB WITH VACUUM BREAKER AND WHEEL HANDLE 5. WATER PIPING ALONG WALL, SEE DIAGRAM ON S-31. �ULtAM �1 April 23, 2021 September 16, 2020 Precast Products i707 E Flamhgo Ave. Bldg 300, Nampa, ID 83687 901 N. Hlgh�ay 77 Hillsboro, TX 76M 362 Waverly Road Wdllamstown, WV 26187 EDMONDS BUILDING NUMBER 5-299 The Infannatlan cant�ns� herein Is praprMoorryy and the ezcluelve y of CI(T Incorporated Ths Intartnalien may only be aced by the arlghal redpient for the purpwe Intended Reproduction or dined utlan of the InMmatlon Ie ehlctly prohibited =twit the prior Mawr caneent of CXT Incorp Um, By alloeinq uee of this panty' atlon, CXT Incorporated grant. no ty of ty, w9nass Implied, NdudNp a �artanty of mer rposc Alty ar of 11Neee tar a p yalar purpose. CXT howpwaw PLUMBING PLANS 35 PRESSURE C (45 PSI MIN FLOWING PRESSURE REQ 2° TO FIXTURES 1 WYE STRAINER: ITT HOFFMAN SEIRES 400 OAE QUICK COUPLER FOR BLOWING OUT WATER PIPING W/ COMPRESSED AIR 1/2" BALL VALVE 2" BALL VALVE T THROUGH FLOOR�'Cj� 2" ANNEALED TYPE K SOFT' COPPER SERVICE NOTE• �'— — — -- -- — — THIS PIPING IS FIELD INSTALLED & NOT BY CXT WATER SERVICE DETAIL NTS P-1 WATER PIPING RISER DIAGRAM NTS NATURAL GAS WATER HEATER INLET GAS PARTICLE SCREEN •ro THIs Parlr BY CXT 1' OPENING IN WALL FOR PIPING IS PROVDED BY CXT I� 3/4' HW NOTE: INSULATE HW PIPING W/1' (R3.6) PRE -MOLDED PIPE INSULATION W/ASJ, INSULATE CW PIPING W/ 1/2" PIPE INSULATION. WRAP & SEAL ALL SEAMS & FITTINGS TO PROVIDE COMPLETE VAPOR BARRIER. UNION - FULL PORT GAS VALVE ❑ GAS SUPPLY SHUTOFF VALVE SEDIMENT TRAP — HOT WATER PIPING RISER DIAGRAM NATURAL GAS PIPING, SHUT-OFF VALVES, PRESSURE REGULATORS NTS AND STORAGE TANK(S) ARE FIELD INSTALLED AND ARE NOT BY CXT. ALL WORK SHALL COMPLY WITH LOCAL CODES, PIPING LEGEND COLD WATER WASTE PIPE: ABS, ASTM D2661, SCHED. 40 TYPE DWV HOT WATER ----------__---- _____ VENT PIPING FIELD PIPING (NOT BY CXT) ABS, ASTM D2661, SCHED, 40 TYPE DWV KEY NOTES 1. 3/4" HOSE BIBB WITH VACUUM BREAKER. & WHEEL HANDEL 2" WASTE 2, TO THIS POINT BY CXT. (NOT BY C 3, PLUGGED CW LINE TO THIS POINT, BY CXT. CW BETWEEN THESE POINTS, NOT BY CXT. VE SEE 4. 1/2" AIR QUICK CONNECTION W/ BALL VALVE FOR BLOWING OUT WATER PIPING. 5. 1/2" BALL VALVE & CAPPED CW LINE FOR FIELD INSTALLED TRAP PRIMER VALVE IF REQUIRED BY JURISDICTION HAVING AUTHORITY 6. ASSE 1010 WATER HAMMER ARRESTOR SIOUX CHIEF HYDRA-RESTOR #654-C OR EQUAL 7. ALIGN VTR W/ BLOCK OUT IN ROOF (TERMINATE ABOVE ROOF). SEE ROOF PLAN 8, PROVIDE WYE STRAINER 9. 1-1/2" INDIRECT WASTE TO FLOOR SINK. (FLOOR SINK IS FIELD INSTALLED - NOT BY CXT.) 10, FIELD INSTALLED GREASE TRAP IF REQUIRED BY AUTHORITY HAVING JURISDICTION (NOT BY CXT), 11, ASSE 1070 WATER TEMPERATURE LIMITING DEVICE. PLUMBING FIXTURE SCHEDULE SYM DESCRIPTION MANUFACTURER MODEL # FLUSH VALVE/FAUCET TRAP ACTUATOR DRAIN HW CW WASTE VENT NOTES P-1 WATER CLOSET ACORN PENAL -WARE 1680 SERIES SLOAN "OPTIMA" - - - 1680-W-1 #152-1.6 SLOAN EL-154 1-1/4" 3' " 21,2 P-2 LAVATORY ACORN PENAL -WARE 1652 SERIES SLOAN OPTIMA OFFSET _ - 1 2• 1/2" 1-1/2" 1-1/2" 314,5 2652-1-BP-04-M ETF-610 1.5x17GA.CP / P-3 URINAL ACORN PENAL -WARE 1709HEU SERIES SLOAN "ROYAL" - - - 1709HEU-W-1 #952-1.6 L-3 W=4" SLOAN EL-154 3/4" 2" 2" 2 P-4 WATER HEATER RINNAI REU-VC2025FFU-US - - - - 3/4" 3/4" - - 6 P-5 DRINKING FOUNTAIN HAWS 1119FR W/ CANE SKIRT 1/2" 1-1/2" 1-1/2" g P-6 HOSE BIB WOODFORD 3 COMPARTMENT CHICAGO FAUCETS 1/2x17 BRASSWORKS CHROME (2)(2)" 1-1/2" _ P-7 SINK SSP INC 3C20x2O-2-20 US 445-DJ18 OR EQUAL /2 SPEEDWAY" REMOVABLE 1/2" 1/2 I.W. 9 (2 TOTAL) #ST-1912-K BASKETS P-8 FLOOR SINK 12" x 12" (NOT BY CXT) - 2" 2" 10 TRAMS 54960-CXT P-9 FLOOR DRAIN SIOUX CHIEF 840-2A 2" 2" 7 p-10 MOP SINK FLORESTONE FM (RM54193) MOEN 74998 (RM54221) NOTES: 1. PROVIDE FLUSH VALVE FOR 4" WALL THICKNESS. 2, MOUNT RIM OF P-1 & P-3 AT 17" ABOVE FLOOR, 3. HAMMER ARRESTOR JRS520-T-C, FLOOR DRAIN S2005AO25NBLP, TRAP PRIMER- MIFAB MM500, DISTR UNIT- MIFAB 4. 1 2X15 COMP ANG LAV BSCR1915AC. 5. ONARD MIX VL 20300 6. NATURAL GAS (10,300 TO 150,000 BTUh RANGE) WITH VERTICAL TERMINATION VENT KIT. VENT PER CODE. SEE HOT WATER HEATER RISER DIAGRAM. 7. TRAP PRIMER- MIFAB MM500, DISTR UNIT- MIFAB 8 8, DUAL HEIGHT COMBINATION 9. PIPE WASTE TO GREASE TRAP (IF REQUIRED BY JURISDICTION) THEN TO FLOOR SINK W/ 2" AIR GAP. 10, FLOOR SINK FIELD INSTALLED (NOT BY CXT) CONDENSATE DRAIN UNION PRESURE RFIJEF VALVE SHUTOFF VALVE HOT WATER TO FIXTURES COLD WATE SUPPLY Z° CONN. XT) WASTE AND VENT RISER DIAGRAM NTS NOTE: -c" n n THIS WORK TO WOME SIDE FlXT DETAIL OF WASTE COININr.� I IVIV 1. TOTAL FIXTURE COUNT (INCLUDES FLOOR DRAINS) : (12) 2. FLOWING PRESSURE: 45 PSI MIN, 80 PSI MAX 3. TOTAL DEVELOPED LENGTH = 28'-0"* •APPROXIMAIt UIS IANGt tRUM IFit SUURUt IU Itit YAR IFIt51 YIX IURt IXTURES r�,L1AM �'1 � �°�y�rsT�RQ9 S'w h.`r`s�ONAt, ti�G EXPIRE$ April 23, 2021 September 16, 2020 ;#NT Precast Products 6707 E Flarlhgo Me. Bldg 300, Nampa, ID BM87 901 N. Hlgh�ay 77 H9lsbor% TX 76645 362 Waverly Road Willamstown, WV 26187 EDMONDS BUILDING NUMBER S-299 The hformaDm cant hereN in proprietmrcyy and fhe ezdueha property 1 CI(T Incarparated The Nform7m may only be used by the orlpino[ r#*Imt for the purpose Intended. Reproduction m dlelrUtlm of We Infarmatlm Is salctly prchlblted without the prbr erRton consent of CXT Incorporated. By clawing uea of this InformaUm. CXT IneorpaatM to no warranty, ehprees or bnpllad, Mdudlnq a warrantyy of merchantability m of fltnese for a par w purpose. CXf InmmwaW PLUMBING DETAIL & DIAGRAMS S-31 3/ 35 (CU),(CU), (1) #4 (CU) GND, 2"C. (NOT BY CXT) 120/240/10/3W (BLOCKOUT UNDER PANEL FOR SERVICE LATERAL CONDUIT) INTERIOR SURFACE MOUNTED LOAD CENTER WITH MAIN BREAKER AND GROUND BAR, ALL EQUIPMENT INCLUDING BRANCH BREAKERS RATED AT 22,000 AIC BOND BUILDING COLD � i ` PROVIDE (2) 5/8" X 8' GROUND RODS SEPERATED WATER PIPING TO GROUND PER NEC BY A MINIMUM OF 6' (NOT BY CXT), PROVIDE BUS PER NEC. (BY CXT) GROUNDING ELECTRODE CONDUCTOR AND CLAMPS SUITABLE FOR DIRECT BURY PER NEC (NOT BY CXT). ONE —LINE POWER DIAGRAM NTS GENERAL ELECTRICAL NOTES 1, RECESSED JUNCTION BOXES FDR SINGLE DEVICES SHALL HAVE SINGLE GANG MUD RINGS CAST IN CONCRETE WALLS. 2, ALL RECEPTACLES SHALL BE GFCI PROTECTED BY CIRCUIT BREAKERS, ❑R HY ❑THER GFCI RECEPTACLES, 3, ALL CONDUIT SHALL BE SIZED PER NEC, EXPOSED CONDUIT SHALL BE EMT/FMC, RECESSED SHALL BE PVC, 4, INSTALL ALL WIRING IN CONDUIT OR RELATED ENCLOSURES, 5, ALL ELECTRICAL INSTALLATIONS SHALL MEET THE 2017 VERSION ❑F THE NATIONAL ELECTRICAL CODE, 6, MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER, THHN INSULATION UNLESS NOTED ❑THERWISE, 8, ROUTE ALL CONDUITS IN UTILITY ROOM AT CEILING OR FACE OF WALLS, 9, ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE & MAY NDT SHOW EXACT LOCATIONS ❑F DEVICES, REFER TD WALL PANEL & OTHER DRAWINGS FDR EXACT LOCATIONS DF J-BOXES, ETC,. 10, PROVIDE A CIRCUIT BREAKER LOCKOUT FOR EACH HAND DRYER, PANEL SCHEDULE AMP 200 PANEL TOTAL CONNECTED VA LOAD 3,548 SURFACE MOUNT 120/24OV, 1P, 3W TOTAL CALCULATED VA LOAD 3,863 CIRCUIT LOAD PH NO, DESCRIPTION OCP TYPE (VA) (A) A 2 WOMENS LIGHTS AND EXHAUST FAN 1P 20A N 231 2.0 MENS HAND DRYER 1P 20A L 1,140 9.5 1P20A B 4 WOMENS HAND DRYER N 19140 9.5 A 6 PLUMBING SENSOR 1P 20A R 140 1.2 B 8 CHASE LIGHTS 1P 20A N 56 0.5 A 10 CHASE RECEPTACLE iP 20A R 180 1.5 B 12 A 14 B 16 A 18 B 20 A 22 B 24 A 26 B 28 A 30 B 32 LOAD CONNECTED CALCULATED NOTE: MAXIMUM ALLOWABLE AIC IS 22K AMPS, PANEL (C)ONTINUOUS 118 X 1.25 148 VA MODIFICATIONS WILL BE REQUIRED (NOT BY CXT) IF TRANSFORMER ACITY EXCEEDS 175 KVA. (R)EC (1ST 10KVA) 500 X 1.00 500 VA CAP (N)ON-CONTINUOUS 1,790 X 1.00 1,790 VA (L)ARGEST MOTOR 1,140 X 1.25 1,425 VA TOTAL LOAD 3,548 VA 3,863 VA 16.1 AMPS CIRCUIT LOAD LIGHTING FIXTURE SCHEDULE w w j DESCRIPTION o a w z > 3 LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, VPF8-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD A 120 28 SURFACE MOUNTED, LED LAMP 4 FT, WRAP AROUND LENS, LOW TEMPERATURE DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED W/ ADDITIONAL OCCUPANCY SENSOR FOR FAN CONTROL SWOOP 610 LED EXTERIOR LIGHT, YWP610-14W HP-3500K-120-CP-BRZ-CAB/PC B 120 14 EXTERIOR, VANDAL RESISTANT, WALL MOUNTED, 14 WATT, CLEAR PRISMATIC LENS, BUILT IN PHOTOELECTRIC CONTROL LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, VPF8-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD C 120 28 SURFACE MOUNTED, LED LAMP 4 FT, WRAP AROUND LENS, LOW TEMPERATURE DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED NDIE !THE SOURCE OF EFFICACY OF EXTERIOR LIGHTING IS TO BE A MINIMUM OF 45 LUMENS PER WATT, EXHAUST FAN SCHEDULE SYM MFR MODEL # CFM SDNES VOLTS AMPS NTS, EF-1 FANTECH RVF-6XL 381 610 120 1,46 1,2 EF-2 FANTECH RVF-4XL 193 6,0 120 0,84 113 NOTE 1. FANS LISTED FOR WET LOCATION, CONTROL VIA OCCUPANCY SENSOR. LOCATE OPEN FACE E-BOX ON EXTERIOR SIDE OF PANEL, 2, FANS SPEED LIMIT CONTROL SET BET 70 AND 105 CFM 3. FANS SPEED LIMIT CONTROL SET BET 65 AND 97 CFM 04 wAcy C' �+�• cox 2021 September 16, 2020 Precast Products 6707E Flamk�go Ave. Bldg 300, Nampa, ID 83687 901 N. Highway 77 Hillsboro, TX 76045 362 Waverly Road N9liam3town, WV 20187 EDMONDS BUILDING NUMBER 5-299 ELECTRICAL NOTES, LEGEND do SCHEDULE 32 35 EFO1-1-1 EFO�-1 ------- --- --- ------- A 3 0 A 3 9 6 C 4 6 Ai 3 I I I I i I t6 i i I WOMEN I l------ 6 ® 6 3 MEN — i I iA i I UTILITY ------------------Q...--- LIGHTING & EXHAUST FAN PLAN HAND DRYER & RECEPTACLE PLAN KEY NOTES O WIRE FANS THROUGH OCCUPANCY SENSOR AND SPEED SWITCH IN CHASE. SPEED SWITCH FOR FANS LOCATED BY PANEL. O EXTERIOR LIGHT FIXTURES TO BE CONTROLLED BY INTERGAL PHOTOCELL. �� Og WAr� C w AZ � I w4 CI BR�9 EXPIRES April 23, 2021 ®RESTROOM LIGHTS AND EXHAUST FANS ARE TO OPERATED BY OCCUPANCY SENSOR. September 16, 2020 ® CHASE LIGHTS OPERATED BY OCCUPANCY SENSOR W/ SWITCH (ON) OVERRIDE. ORECEPTACLE FOR LP TANKLESS WATER HEATER PER MF'R SPECIFICATIONS, Precast Products XO NOTE REFERENCE �o LOAD CENTER "A" 6707 E Flamingo Ave. Bldg 300. Nampa, ID 8368� 901 N. Highway 77 Hillsboro, TX 76645 X� GFI DUPLEX RECEPTACLE � WALL MOUNTED LED MMUffIRE 362 Waverly Road Williamstown, WV 28187 ( x = BREAKER # IF SHOWN) LIGHT FIXTURE E MD ONDS S SPEED SWITCH CEILING MOUNTED LED BUILDING NUMBER S-299 O X LIGHT FIXTURE The Information con herein Is proprietary and the crdueit� prop ertT of CXT m m JUNCTION BOX Incorporated. The Infamatian y only be EXTERIOR LED LIGHT used by the original recloent fa Bre purpose is RECESSED JUNCTION BOX FIXTURE Y„tfanaedtlmRin striccByprohibited ar siffioutlon oe the prior written convert of CXr Incorporated. By allowing on of this Infarmaklm. CU ® HAND DRYER Incorporated gra�to no warranty, ingress or HII SURFACE MOUNTED CONDUIT, h*14 . includhg a warranty of merchantability a of fitness for a particular purpo CROSSHATCH OR SLASH AND NUMBER Wrr loeapacted T DENOTES WIRES, (ALL #12AWG UNO, a WATER HEATER 12 UNLESS NOTED) ONE WIRE TO BE GROUND ^ LLB EXHAUST FAN — — — — CONCEALED CONDUIT ELECTRICAL PLANS WATER HEATER & PLUMBING SENS❑R PLAN SYMBOLS LEGEND 35 EM-1 INDEX Index of Drawings AS-1 EMBED DETAIL AS-2 EMBED DETAIL AS-3 EMBED DETAIL MS2-01 WALL VENT MS2-02 VENT FRAME ASSEMBLY EM-2 MS2-02SS VENT FRAME ASSEMBLY MS2-03 VENT SCREEN ASSEMBLY MS2-03SS VENT SCREEN ASSEMBLY MS2-04 OPTIONAL VENT COVER PLATE MS4-01 RECTANGULAR WINDOW FRAME MS4-02 WINDOW FRAME ASSEMBLY EM-3 MS4-03 LEXAN WINDOW DETAIL MS4-04 WINDOW RETAINER ASSEMBLY PS-1 EMBED DETAIL PS-2 EMBED DETAIL PS-3 EMBED DETAIL PS-10 EMBED DETAIL �� EM-6 V4 VERTICAL GRAB BAR �/16" DIA 'P 2 PLCS) 00 ._r� ©© � 17 1', 71 � ! 1' ©© `i ! -'ill III 11' � •T 15I64 DL" 1 6 1/4 �� 00 . 0� "� ©© �'lil YI 15 ► 1'' �� �-- �� �� �� -� -� ■■ _ PS-19 EMBED DETAIL PS-20 EMBED DETAIL R303 FORMED REBAR I 4 R316 FORMED REBAR R320 FORMED REBAR 2 I 1 1/2 1 112 R322 FORMED REBAR I I� I I I _�uL� R327 FORMED REBAR R411 FORMED REBAR SI2-M SIGN EMBED SI2-U SIGN EMBED SI2-W SIGN EMBED V1 GRAB BAR su of uAhnAls TOLSRANCSS U.N.O. �a1ML DIMENSION f o.o,• FPACfION DIMENSION t 1/1 B' NOID DIMENsroN t f/az• ANc:LEs � ,/z WE1D SPUD DIMENSION f 1/4• ANq�.E 4 x 4 x 3 4 z 1'-3• PL 1 2 z 3 1 2 z 31 2 8-18 1 1 2• z 12' FURED COIL LOOP INSERT �LL� PEN 3/8 3 1 9/16" DIA (TYP 2 PLCS) L— 6 314 � 1/2 3l4 3/4 2 I 5/8" DIA 9 � 3 I TYP 5/18 1/2 � 4 15 , -1 Era SCALE: 1 1 2 =1 -0 �� �� QQ 7 \7 ,I Y 1 5 1 1 1 (1PTICNAL 1fNT COIfR PLATE (YS2-04) I (TYP 8 PLCS) 1 112 1 1/4 6 -� ��LLIAM Rf may, L-o� wnsq� C Y (1>AS-2 EMBED DETAI t' ��� C�Q SCALE: 3 =1 —O � w x r.� eu of uAmaas 1t, ' i � � TOLffiiANCS9 II.N.O. ' �� DIMENSION t D'01 N) ALL HOLE LOCATIONS ARE FOR �j 2 CHANNEL C3 x 4.1 z l` 3 lfi• a FRACTION DIMENSION t ,/,s• REFERENCE ONLY. HOLES TO BE ri' 3gpg5 9 w HOLD DIMENSION t ,/32• LOCATED BY APPROVED FlXTURE 2 2 CHANNEL C3 x 4.1 - �� �'CtS,•t•�R� � j� "�� � ,/z 3 8 3 8-16NC PLAN FERRULE INSERT F43 1' WELD SPUD DIMENSION f ,/4• �S�hNAL �'�G 4" 8" 4„ r9/16 DIA (TYP 8 PLCS) / SEE NOTE 1 2 1' —01 1 1 Q o 6 7/8" —(— 6 7/6" 1'-1 314" t- 3" -{ 'IRES April 23, 2021 September 16, 2020 Precast Products 8707 E FlamMgo Ave. Bldg 300, Nanpa, ID 83887 901 N. Highway 77 H9laboro, TX 78845 362 Warerly Road Williamstown, N'V 26187 SANTIAGO BUILDING NUMBER 5-299 :c. COMPILED EMBEDS 1 AS-3 MBED DETAIL SCALE: 1 1 2 =1 -0 1 MS2-01 WA V NT SCALE: 1 1 2 =1 -0 2 MS2-02 VENT FRAME ASSEMBLY SCALE: 1 1 2 =1 —0 EM-1 �1 T071M LACES U.N.O. DECIMAL DIMENSION f 0.01° FRACTION DIMENSION t 1/160 HOLD DIMENSION t 1/320 M^,LES f 1/r WELD STUD DIMENSION t 1/4" 4• 8" 4„ NOTE: 1) ALL HOLE LOCATIONS ARE FOR REFERENCE ONLY. HOLES TO BE LOCATED BY APPROVED FIXTURE, MIT Ell Hi= 9/16 DIA (TYP 8 PLCS) SEE NOTE 1 2 1' � 0 6 7/8" 1'-1 3/4" °LL or MAIFAAL9 41 TOLMUNCES U.N.O. en1 OF YA1Q°� TOLI3RANC13S U.N.O. °L" OF YA7°° �nQ+ my arr o�nos my arc oaavnov CHANFffI C3 zl 3 8x3 16 304SS z 1'-2 13 i6' DECIMALDIMENSION f O,Olm DECIMAL DIMENSION 0.010 FRACTION DIMENSION t 1/16' NOTE 1 2 FIAT BAR 3 16 x 1 1 2HR x 14 7 FRACTION DIMENSION f I/I6• NOTE: 1 2 FLAT BAR 3 16A 1 2 30455 x IliCHANNEL CxJA 3 6 304SS z 1'-0" HOLD DIMENSION t 1/32° 1) ALL HOLE LOCATIONS ARE FOR 2 2 RAT BAR 3 16 x 1 i 2HR x 11 3 4' HOLD DIMENSION t 1/32° 1) ALL HOLE LOCATIONS ARE FOR 2 2 FLAT BAR 3 16x1 1 2 304SS x 11 ANGLES t I/r REFERENCE ONLY, HOLES TO BE MOLES t I/r REFERENCE ONLY. HOLES TO BE 3 16NC SS FERRIAE INSERT F43 WELD STUD DIMENSION :I:I/4• LOCATED BY APPROVED FIXTURE. 3 1 flAT F7�ANDED PETAL 1 2 N0.13 z 13° z 13' WELD STUD DIMENSION t 1/4" LOCATED BY APPROVED FIXTURE. 3 1 FEY. 1 2 NO.13 304SS x 13' x MS2-0255 VENT FRAME AS BLY SCALE: 1 1 2 =1 —0 3 MS2-03 VENT SCR N ASS B Y SCALE: 1 1 2 =1 —0 DIA (TYP 4 PLCS) IOTE 1 TOLI3RANC69 U.N.O. na �, of w"�9 TOLI3RANCSS U.N.O. � �, �EILL OF °A1°°� TOLSRANC]39 II.N.O. DECIMAL DIMENSION f 0.01' DEgMA1 DIMENSION f 0.01• DE(xMAL gMENSION f 0.01° NOTE: 1 1 1 4' DINJOND BOOR F1ATE 1'-3' z i'-3' 1 1 NN00W FRAYS ASSEMBLY miv. -02 HOLD DI gSION t 1/16• HOLD FRACTION DIMENSION f 1/32" FRACTION DIMENSION t 1/16• 1 All HOLE LOCATIONS ARE FOR HOLD DIMENSION t 1/32° 2 1 lE)fAN NiNDOW DETAIL Y54-D3 HOLD DIML7i510N t 1/32• HOLD DIMENSION t t/3z• REFERENCE ONLY. HOLES TO BE ANGLES f 1/7 ANGLES f 1/4 ANGLES t I/7 WELD STUD DIMENSION t 1/40 LOCATED BY APPROVED FIXTURE, WELD STUD DIMENSION f 1/4• J 1 WINDOW RETANER ASSEMBLY YS4-04 WELD STUD DIMENSION t 1/40 1 _3" (TIP 4 PLCS) n DIA (TYP 4 PLCS) DOTE 1 2" 3 MS2-03S5 NT SCREEN ASSEMBLY SCALE: 1 i 2 =1 —0 NOTE: 1) ALL HOLE LOCATIONS ARE FOR 2 2 ANGLE 2 z 2 x REFERECE ONLY. HOLES TO BE 3 a HEADED vmuu LOCATED BY APPROVED FIXTURE, 2" 2" I 2" ITEM 1 DETAIL 3/16" (TYP B PLCS) DIA (TYP 4 PLCS) DOTE 1 wog wasyfM C 2021 September 16, 2020 Precast Products 6707 E Flamingo Ava Bldg 300, Nampa, ID 83687 901 N. Highway 77 Hillsboro, TX 76645 362 Waverly Road Wdliomstown, WV 26187 SANTIAGO BUILDING NUMBER 51111299 ..iiT^! :�^I COMPILED EMBEDS DWG N0. SHEET 4 MS2-04 PTIONAL VENT COVER P TE i11M54—01 RECTANGULAR WINDOW FRAME i21 MS4-02 WINDOW FRAME ASSEMBLY scALE: t t 2 =t —D scALE: t°=t a scALE: t°=t o E M— 2 s TOtANCSB U.N.O. �- W YA�'� T0LSRANCSB U.N.O. RI RILL. W MATERIALS eel M MATERIALS DECIMAL. DIMENSION t 0-01' rim 1 CITYmawrna 1 LE7(AN 3 16 x 9 9 I6' x 2'-3 13 16' DECIMAL DIMENSION f 0.01' mY 1 an ovawnoH BAR 3 mm an o¢oannar FI1AcnoN nMENSTON t 1/16' NOTE: FRICTION DIMENSION 9 1/10" 2 FLAT 16 If 1 1 2HR x 2'-4' 1 1 FLAT BAR 3 8 x 3 HR x 6 HOLD DIMENSION f 1/32" 1) ALL HOLE LOCATIONS ARE FOR HOLD DIMENSION h 1/32" NOTE: 2 2 FIAT BAR 3 16 x 1 1 2IIR x 6 7 2 2 PLEADED CONCRETE ANCFIOR H4L 3 If 6 M'UES f 1/z• REFERECE ONLY. HOLES TO BE ANGLES t 1/2' 1) ALL HOLE LOCATIONS ARE FOR WE1D STUD DIMENSION t 1/4" LOCATED BY APPROVED FIXTURE Wan STUD DIMENSION d: 1/4' REFERECE ONLY. HOLES TO BE 00 LOCATED BY APPROVED FIXTURE, ARRwafwNre EIGHT APIROAUre Elorrt APRROAIAre EIaR 1,12 1 1 1 1 7.36 1.25 15/64 DIA 3 3/8" DIA (TYP 4 PLCS) SEE NOTE 1 3/8 DIA (T1'P 4 PLCS) SEE NOTE 1 11/2 me 2 1 2 Idd ;' dim. dim I edim. m 1 - n 7 W 114, 1, 1 do _did I did 1 1%2 di 429/32" 429/32" 1" RADIUS 3/16" 5^ 5" 2'-3 13116" 3/16" 3 1 ,l2 21,411 6 C� wnsy`� C�0 3 M54-03 LEXAN WIND DETAIL 4 MS4—O4 WINDOKRETAINER ASS B Y 1 PS-1 EMBED DETAIL ��� SCALE: 1 1 2 =1 —0 SCALE: 1 1 2 =1 —0 SCALE: 3 =1 —0 104 a1 a' YAreRI119 BIL OF MATERIALS BILL OF YATFIaAts .4 � my 1 arr 1 mama FLAT BAR 38x3HRx6 mY 1 on 1 maalIM FLAT BAR 38x4FRx6 mY 1 ON DmaPna 1 FLAT BAR 58x31 6 a 2 2 HEADED CONCRETE ANCHOR H4L 3 x 6 2 4 HEADED CONCREIE ANCHOR H4L 3 x 3 2 2 WADED MIXIE AWOR 8 z 6 39()16 � I$ 15/64 DIA 3 _I 6 3 3 1 3 4' C08_ FART NAL YJ 3/4 1 1/2 O OdidIIi 7/8" DIA di RES April 23, 2021 O I 3 September 16, 2020 4 O 3 ,/2 APPeaarlAre ERart O O AARaAIAre Elan I is�aarrnre mart 1.25 20 4.3 Precast Products 6707 E. Flamingo Ave. Bldg 300, Nampa, 10 83687 901 N. Highway 77 Hillsboro, TX 76645 362 Waverly Road Williamstown, WV 26187 z 1rim z 1 orroecr mlc SANTIAGO BUILDING NUMBER Smil 2 Nona The Wformaft aontriad herein le proprietary and the exdu" proWy of Cxr Yltapaated. The WELD 3/4" COIL NUT Ydormatlm may ody be used by N origind redpint 63/6 TO BACK SIDE OF PLATE oaf this ilfamnapurposeum Is Wdy�proh6�ited«MBlwt tie (REF) prior wMen anent of CXT hlmrporated. By mowing use of Us Information, CXr Incorporated Wonte no 3 taT or a vinty of 6 5/6 a of 11 Taading mwdr lQ . (REF) CXT tilted 1 1/2 -F— 3 1 1/2 ill 3 1/2 2 s a 3 11/2 me omrnar AMWIAI. war SCALE NIS DATE 09 11 20 DRAWN NATE FUM ji FILE NO, I EM-3 6 T� CHECKED I I PLOT I NTS 3 11/2 COMPILED EMBEDS 6 DWG NO, s3EET REV, Q7 PS-2 EMBED DETAIL itiPS-1 EMBED DETAIL %1PS-12 EMBEDETAIL SCALE: 3'=1 =0 SCALE: 3 = 0 SCALE: 3 =1 =0 EM-3 s —I R OF YATERAS eeL OF YATUVe HL OF WTEIVA mer M 1 1 oes nw FLAT BAR 3 8 z 3 HR x 6 1/8 mar 1 arY oLR]pPnorr 1 CHWEL 3 z E01 z 6' mod arc 1 1 aesowvnm DEFORMED BAR 13 z 7-2 1 2' 2 2 HEADED CONCRETE ANCHOR 1141. 3A z 3 2 4 3 D21. x 12 DEFORMED BAR Ma-IOR 2 112" RAD 15/64 DtA 1 112 OI 3 APFaolaure waart 1•ED APHtaalAre wamr 4.41 APFROJaNre mart 1.0 1 I— 3 —{ 12 1 15/64 DIA 2 (TYP 4 PLCS) 3/8 F+3 (REF) 2 6 3 3 1 112 3 1 1l2 6 1 1/2 I- 12 114 (REF) 5 t1pft -12 �PS �� ,EMBED DETAIL W at.FILC: J'-1 0 PS-20 EMBED DETAIL SCALE: 2'-1 0 �ZR303 FORMED SCALE: 3 REBAR WAsy�h C' C�' re•e r� ELL OF YAIElaA1.3 BILL OF WATEAAIS OLL OF YAi Ut! mil MY 1 1 aFlfJFnm DEFDR IED BAR V z N4 mEr 1 arc mrmnox 1 DEFORIED BAR 15 x 1-0' my arY 1 1 aE14ePnm DEFORMED BAR 13 x 3WtI47 3 Ei �Ly� �.� CISTER 1 ]VAL AES April 23, 2021 September 16, 2020 so� WCAT Are �+T 1.21 AFramaure eewrt 1.2 ermmoaure mart 1.3 Precast Products 6707 E Flamingo Ave. Bldg 300, Nampo, 10 83687 901 N. Highway 77 H9lsboro, TX 76645 362 Waverly Road Willfamstown, WV 26187 25 ^�•rt Tree SANTIAGO BUILDING NUMBER S-299 18, TYP nonce Ttw Mavatlan cmtaned hares le pmXletwy and the exdueln property of Wr ln=poroted. The 18 Maonatlar may only be used by the od9nd rerklmt far the pupae Intended. Rpoduetlan w dlsbUlJon of this nfamallm Is ebtcxy proh6Red wMwt Bre prim wMn anent of CXr nmrparatad By dlm&g 9W use of We Information, CXr dUdhq a grant no warmly, ar Fr, CX ndudnq a wgmnte of merFAntabBty a of tlneee for a pw*Ww purpoea CXr ncaparated 152" (130') I F 10 SCALE NTH I DATE11 09 20 ORANN NAME PDfEB It FlLE NO, I EM-4 CHECKED I I PLOT I NTS COMPILED EMBEDS 18 1 R316 SCALE: FORME REBAR 117 1 2 =1 —0 1 R FORMED SCALE: 1 1 2 REBAR =1 —0 1 R322 FORMED SCALE: 1 17,e 2 REBAR =1 —0 DWG NO, EM-4 ISHEU 7REV, A s ML OF W1°'"' mar ary ors m 1 1 DEFGRIIED BAR 13 x W3 1 2' °1L OF MAIM" mar ary owrPnaN 1 1 DEFORMED BAR 0 x S-6' COLOR SCHEME PART NO, SYMBOL BACKGROUND SI2-M-BR WHITE BROWN SI2-M-GR WHITE GREEN SI2-M-CY WHITE CYAN SI2-M-BK WHITE BLACK NOTE: ° 1) ALL SIGNS TO CONFORM TO ADA 4.30 2) 2 COLORS PRINTED ON CR6-2 AND LAMINATED TO .032 ALUMINUM. 7/16' HOLES DRILLED 6 PLCS. ALL IMAGES ARE RING EMBOSSED TO 1/320 HEIGHT. �rnoraure Dart eFNvoaure snwr 5 3 \I I I I 2A 11 7/160 DIA (TYP 6 PLCS) 24 12'-5 1/t3" 21 O (TYP) 3'-1 ,l4" 3/4" RADIUS 30° R E S T R O O M F0vaelo 04° ��{ 12 1 R327 FORMED REBAR SCALE: 1 4 =1 —0 1 R411 FORMED REBAR SCALE: 1 172=1 —0 1 SI —M SCALE: 1 SIN MB D 1 2 =1 —0 WA64w. 1'C y� �, OZ. COLOR SCHEME COLOR SCHEME ell OF MAMO LS PART NO. SYMBOL BACKGROUND SI2-UT-BR WHITE BROWN PART NO. SYMBOL BACKGROUND SI2-W-BR WHITE BROWN my an DENRwaa 1 1 1 1 2' VA STMK O WGRAB 39pq 6 L{A �+ ��►ISTER4O SI2-UT-GR WHITE GREEN SI2-UT-CY WHITE CYAN SI2-W-GR WHITE GREEN SI2-W-CY WHITE CYAN .f NAL��yG SI2-UT-BK WHITE BLACK SI2-W-BK WHITE BLACK NOTE 1) ALL SIGNS TO CONFORM TO ADA 4,30 2) 2 COLORS PRINTED ON CR6-2 AND LAMINATED TO .032 ALUMINUM. 7/160 ° HOLES DRILLED 6 PLCS, ALL IMAGES ARE RING EMBOSSED TO 1/32' HEIGHT. NOTE: 1) ALL SIGNS TO CONFORM TO ADA 4,30 2) 2 COLORS PRINTED ON CR6 —2 AND LAMINATED TO .032 ALUMINUM. 7/160 HOLES DRILLED 6 PLCS, ALL IMAGES ARE RING EMBOSSED TO 1/32' HEIGHT. 17/54 DIA — TYP 3 PLCS EQUALLY SPACED ON 2' BOLT CIRCLE 17/64 DIA (TYP 2 PLCS) RES April 23, 2021 0 1� September 16 2020 L" , EQUALLY SPACED ON 2` BOLT CIRCLE Heim errrraaure mart 90° Precast Products 7/16" DIA (TYP 6 PLCS) 6707 E Flamingo Ave. Bldg 300, Nompa, ID 83687 qg 901 N. ay 7 HDlTX VTILITY 7/1s' ow (TYP s PLCS) 24 so' 54 1/2 362 Waverly Road Wlianstowl, YN 26187 ° mTMZ SANTIAGO BUILDING NUMBER 5-299 24 O NOTfE 11 90 TM hfwwrtlon ordained herein Is proprietary and the adun property of CT tThe Information may only he used by the odgkial recipient fathe purpm Intended. hNan a tutbnR®® of Information Is stratly prohibited without the rw consent of CXr By all prior use of this Information. lR Incorporated Wants no aananty, or YnpRsd, Yndodho a warranty of merdian Ity a of Rhi for a padkda purpose. 11 42 C%r tiewPoraw RESTROOM 1 1 Il— [CHECKED wrz12 -"1111 I NF NTS SATE 09 it 20 17/64 DIA — TYP 3 PLCS � YM NA1E PENER FllE N0.EM-512 PLOT NTS EQUALLY SPACED ON 2' BOLT CIRCLE COMPILED EMBEDS 1 512— SIGN EMBED SCALE: 1 1 2 1 SI2—W SIGN EMEI SCALE: 1 1 2 =1 —0 t V1 SCALE: 3 GRAB BAR 8 =1 BA DWG NO, EM-5 ISHEET 5 REV, 6 lu OF MATER S mM an oesa m I 1 1 i 2' DIA STAINLESS STEL GRAB BAR 17/64 DIA — TYP 3 PLCS EQUALLY SPACED ON 2* BOLT CIRCLE ArAa suarr (TYP 2 PLCS) 20 18 so° ��ULIAm � WAsj�w C 1 V4 VERTICAL GRAB BAR . C.a SCALE: 3 4 =1 —0 �t 46 crsa��ww "'ONAL LLAPIRES April 23, 2021 September 16, 2020 1ECjW Precast Products 6707 E. Flamingo Ave. Bldg 300, Nampa, 10 BM87 901 N. Highway 77 Hillsboro, TX 76645 362 Waverly Road Mliamstown, WV 26187 waesor mrc SANTIAGO BUILDING NUMBER S-299 NonaE The Infonna6on contained herein le proprletary and the exclusive pgmiy of CXr Mcaporated The Mormallm may orgy be used by the original m*hnt for the purges Intended. Reproduction or dtbfttoa of this InformoUon Is shldy proA6Red eHhout the prior wRtn anent of OT hnarpaoGd. By dlohxg use of We Information, CXr Incwpaated Wanti no weranly,: rew or Mpiled. Including a wwonly of merdxmt�Bty or of llhxme for a porUadar purpoee. CXR Incarpmatsd e[K omanoN APA1arIL WR SCALE NT5 DATE 09 Il 20 DRANK MATE POW FlLE NO, ETA—U CHECKED I IPLOT I NTS COMPILED EMBEDS DWG NO, SHEET A REV, EM-6 6 s