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2006, 07-13 Permit App: 06002691 Poolaject Number: 06002691 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 7/13/2006 Page 1 of 2 Project Information: Permit Use: 12 X 24 IN GROUND SWIMMING POOL Setbacks: Front Site Information: Plat Key: 005128 Name: SUN MEADOWS PUD District F Left: Right: Rear: Contact: A-1 GENERAL CONTRACTORS Address: 6410 N MONROE C - S - Z SPOKANE WA 99208 Phone: (509) 328-3054 Group Name: Project Name: Parcel Number: 45231.3807 Block: SiteAddress: 503 S LUCILLE LN Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District. 010 VERA Lot: Owner: Name: PASS, PENNY Address: 503 S LUCILLE COURT SPOKANE, VALLEY, WA 99216 Hold: ❑ Area: 1,725.00 Acres Width: 50 Depth: 95 Right Of Way (ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information:,,,, Review Building Plan Review Released By: -7 Landuse/Zoning/HE Conditions Released B Sewer Review Released'By:' tm Permits: Operator: AMB Printed By: AMB Print Date: 7/13/2006 :t floject Number: 06002691 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 7/13/2006 Page 2 of 2 Contractor: A-1 GENERAL CONTRACTORS Address: 6410 N MONROE ST SPOKANE, WA 99208 Item Description SWIM POOL> 5000 GAL WSBCC SURCHARGE Swimming Pool Firm: A-1 GENERAL CONTRACTORS IN Phone: (509) 328-3054 Units Unit Desc 1 SELECT 1 SELECT Fee Amount $50.00 54.50 Permit Total Fees: $54.50 Notes: , Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Swimming Pool $54.50 $54.50 $0.00 $54.50 $54.50 $54.50 $0.00 $54.50 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 7/13/2006 • Same dos/Valle (ECM/ JUL dilly( rrit JILDING PERMIT APPLICATION WORKSHEET e Valley Community Development Department Building Division 11707 E. Sprague Avenue, Suite 106 • Spokane Valley, WA 99206 Phone: (509) 688-0036; Fax: (509) 688-0037 REQUIRED SITE INFORMATION Street Address: 5b3 S- Lue Ile. Cur Assessor's Tax Parcel Number(s): 45;2-3 3'D7 Legal Description: PERMIT DESCRIPTION: ❑ Building Permit ❑ Relocation ❑ Change in Use ❑ Grading ❑ Manufactured Home ❑ Tenant Improvement ❑ Fire Safety 2. Other OWNER/APPLICANT INFORMATION ❑ Owner: Re_rtrt. PC23 3 ❑ Applicant: Phone: q77-1397 Fax: Phone: Fax: Address: 503 S. U4e-i1le, ('hurt. Address: SpoKon \PCpL.ey .( 9 921 c7 CitY ate . Zip Code City State Zip Code ❑ Contractor: - ( G& ,J ton track") ❑ Architect: Phone: i3Z$-3051-{ Fax: 311-'-P'7-1a. Phone: Fax: Address: 1p4 to N' ' H onroe Address: SpcKCctn2 t1/4.)Q • °tot29`i Zip Code city State City WA State Contractor License #: A I GL IJGZO Rl DI Contact: - State . Zip Code OOl PERMIT/BUILDING INFORMATION HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: MAIN FLOOR TO SQ. FTG: 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION TYPE: HEAT SOURCE: # OF BEDROOMS: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST OF PROJECT: 30% SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC SYSTEM? i7 233 C, -a4— tr I2—/c MANUFACTURED HOME Width: Manufacturer: Length: Year: Pit Set: RELOCATION Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler: Tent: Valuation: # of Heads: Fire Alarm: Paint Booth: Fireworks Display: Blasting: ' Date/Time: Above/Underground Storage Tank Size: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Address: Phone: Fax: City State Inspector: Phone: Fax: Address: Zip City State Zip In BOLTING ❑ CONCRETE Firm Name: ❑ REINFORCEMENT Phone: Inspector(s): Fax: ❑ WELDING DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. Ownership ulting development rights granted by any issued pfmit inu e to the property owner. Print Named 6ir Z �` Signature c r Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: 8'-0" MAX. y 1 n TYPICAL A -FRAME ASSEMBLY 1-\ • DED PORTIONS TE FLAT AREAS r L 11 LENGTH WIDTH DEPTH 60' 30' 9' 48' 24' 8' * 40' 20' 8' 36' 18' 8' 40' 16' 8' 34' 16' 8' 32' 16' 8' 28' 14' 6' 24' 14' 6' 24' 12' 6' (MODEL SHOWN) RECTANGLE 8'-0" MAX. 1' X x> * • moi ;Xy 13 TYPICAL TYPICAL A -FRAME ASSEMBLY SAFETY LINE \� SHADED PORTIONS INDICATE FLAT AREAS LLI 0 0 Q 0 0 U ih U >- 0 00O 3 TYPICAL LENGTH WIDTH DEPTH * 40' 20' 8' (MODEL SHOWN) 35' 17' 8' 32' 16' 8' RADIUS RECTANGLE 8'-0" MAX. TYPICAL A -FRAME ASSEMBLY SAFETY LINE SHADED PORTIONS INDICATE FLAT AREAS 0 M m 3 TYPICAL LENGTH "A" WIDTH "B" WIDTH DEPTH * 36' 18' 16' 8' (MODEL SHOWN) MARTINIQUE 3 x 0 8'-0" MAX. 8' CURVED STEP 2'-0" r TYPICAL A -FRAME ASSEMBLY SHADED PORTIONS DICATE FLAT AREA` 40" SHADED P INDICA Lam" EAS TYPICAL LENGTH WIDTH DEPTH 44'-6" 20'-6" 8' * 40'-6" 18'-6" 8' (MODEL SHOWN) 35'-6" 16'-6" 8' 32'-6" 16'-6" 8' GRECIAN TYPICAL A -FRAME ASSEMBLY SAFETY LINE 13 3y TYPICAL OVAL LENGTH WIDTH DEPTH * 40' 20' 8' (MODEL SHOWN) 36' 18' 8' 32' 16' 8' 28' 12' 8' 7' CORNER BENCH W/ 18" WIDE SEAT c 1'-6" /r TYPICAL TYP. 45' 0 TYPICAL I 8'-0" MAX I _I • • y ./ TYPICAL A -FRAME ASSEMBLY SH 1 FRTIONS INDIC ' " .AT AREAS L J Let J0 J r7 0 ▪ )- 0 J aZ (f)O z U cN W m 0 13 TYPICAL LENGTH )TH DEPTH 36'-4" 1-113/4" 8' * 31'-4" 1-10" 8' (MODEL SHOWN) ROMAN END 8'-0" MAX. A -FRAME ASSEMBLY TYPICAL x 'v r,' x • SHADED )RTIONS dirk AREAS a I+r /-------- 1 L \1 ----- 3 \I TYPICAL A.: 4-,/ ,-_' LENGTH WIDTH," WIDTH "B" DEPTH * 36'' 36-' -011%" ' 16'-O" 8' (MODEL SHOWN) 1620'- 12'-0" 6'-6" BENCH 2' RADIUS CORNER 27'-8 7/8" NOTE: THIS IS A NON—DIVING POOL LENGTH "A" WIDTH "B" WIDTH DEPTH 27'-8 7/8" 13'-4 3/8" 14'-0 1/2" 40" SCPOR20 (MODEL SHOWN) STEP KIDI\CY NOTES: 1. SEE DRAWING )F 3 FOR ADDITIONAL PLANS AND FOR GENERAL NOTES. 2. SEE DRAWING DF 3 FOR STANDARD DETAILS. 3. THE PLAN VIE SHOWN HERE -IN ARE MODULAR IN NATURE. ADJUSTMENTS TO THE DIMENSIONS CHE PLAN ARE PERMITTED, WITH THE FOLLOWING RESTRICTIONS: A. EVERY FEL JOINT SHALL HAVE A BRACE, PER DETAIL 13/3. B. BRACES,:R DETAIL 13/3 SHALL NOT EXCEED 8'-0" OC. C. CORNER9HALL HAVE A BRACE IN EACH DIRECTION (ONE PERPENDICULAR TO EACH P:L), UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS OTHERWISE. D. SLOPES THE POOL BOTTOM SHALL NOT VIOLATE THE RESTRICTIONS SHOWN ON DET13/3. E. ALL REQEMENTS OF THE GENERAL NOTES AND THE DETAILS MUST BE COMPLIEWITH. o w � m ¢ CC =0 aZ nQ — a CL M rLITJ a cc rn w W Z m 3 1- z w C07 0 J 0 PHOTO COPY OF IMPORTANT THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION, INCLUDING THE INSTALLATION OF UNDERGROUND SERVICES. THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY ' PERTAIN, ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT 15 LENT AND IS TO BE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE, PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. AND SHALL NOT BE USED. DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION/ COPYRIGHT 2005 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. ALBRADFORD CON CROW ENGINEERING CO. CIVIL • STRUCTURAL • MECHANICAL ENGINEERS 10180 SW NIMBUS, SUITE J3 TIGARD, OR 97223 PH. (503) 639-6601 FAX (503) 639-6251 SWIMMING POOLS - STANDARD DESIGNS SCP DISTRIBUTORS, LLC PENNY PASS 503 S LUCILE CT SPOKANE VALLEY, WA 99216 12 x 24 RADIUS RECTANGLE REVISIONS REV DATE BY 8 09-02-04 MLJ DRAWN: RLU CHECKED: JFB/MFR DATE: 04-03-96 JOB NO.: 02462 1 OF 3 H 0 8' MAX. SAFETY LINE \� SHADED PORTIONS INDICATE FLAT AREAS 0 LENGTH WIDTH * 45'-0" 39'-0" 37,-0" r 36'-0" 28'-0" 24'-0" TYPICAL 90' TYP. WIDTH "A" WIDTH "B" DEPTH 20'-0" 18'-0" 16'-0" 8' MAX. 16'-0" 14'-0" 12'-0" WIDTH "B" 8' (MODEL SHOWN) 8' 8' TRUE LENGTH x Q W p �_ U 0 J �i y U < U U (4 0 (13� L SAF LI J RTIONS LAT AREAS TYPICAL LENGTH "A" LENGTH WIDTH LENGTH "A" LENGTH "B" DEPTH * 34-0" 29'-0" 20'-0" 16'-0" 28'-0" 14'-0" 24'-0" 13'-0" 90' 7- TYP. 8' (MODEL SHOWN) 8' LAZY - L 1- 0 i r, LENGTH SAFETY LINE \� SHADED PORTIONS INDICATE FLAT AREAS -.SC ¢ 1.1.1 0 J 0 U JO J y U Q U M a I zo 13 TYPICAL LENGTH WIDTH WIDTH "A" * 45'-0" 39'-0" 37'-0" 36'-0" 28'- 0" 24'-0" 20'-0" 18'-0" 16'-0" WIDTH "B" DEPTH 16'-0" 8' 14'-0" 8' 12'-0" 8' 4' RADIUS TRUE 8'-0" MAX. t WIDTH "B" / (MODEL SHOWN) L LENGTH 0 D PORTIONS TE FLAT AREAS /13\ 3} TYPICAL LENGTH "A" LENGTH * 34-0" 29'-0" WIDTH 20'-0" 16'-0" LENGTH "A" LENGTH "B" DEPTH DIVING 28'-0" 14'-0" 8' YES (MODEL SHOWN) 24'-0" 13'-0" 8' YES LAZY - L NOTES: 1. SEE DRAWING 1 OF 3 FOR ADDITIONAL PLANS AND FOR GENERAL NOTES. 2. SEE DRAWING 3 OF 3 FOR STANDARD DETAILS. 3. DIMENSIONSTHE PLAN I FSTHE OPLAN WN FARE (PERM T EDD WITH THIN FOLLOWINDGJRESTR RESTRICTIONS: A. THE A. EVERY PANEL JOINT SHALL HAVE A BRACE, PFR DETAIL 13/3. B. BRACES, PER DETAIL 13/3 SHALL NOT EXCEED 8'-0" OC. C. COICULAR TO EACRNERS PTIT ANEL), UN ESS SPECIFICALLY SHOWNRONHESN EENDRAWINGSE DOTHERWISE. D. SLOPES OF THE POOL BOTTOM SHALL NOT VIOLATE THE RESTRICTIONS SHOWN ON DETAIL 13/3. E. ALL REQUIREMENTS OF THE GENERAL NOTES AND THE DETAILS MUST BE COMPLIED WITH. Q 19'-3 3/4" J 0 U >a 1- SHADED PORTIONS INDICATE FLAT AREAS \ TYPICAL 2'-2" WIDE x 8" THICK CONT. CONC. COLLAR / NOTE: // ALL POOL PANELS 8' LONG / NO DIVING OCTAGON 45' TYP. --x w - = O Z O cn ¢ n_ ¢ < co 1- W Q w w Z Q N Z W 3 O o } Z ir a 3 OU (0 0 O U 0 W O IMPORTANT NES - PLEASE READ GENERAL NOTES 1. ALL POOLS ARETIONAL SPA AND POOL INSTITUTE TYPE II RESIDENTIAL USE UNLESS OTHEE NOTED ON THE POOL PLAN. ONLY TYPE II EQUIPMENT SHALL BE USED. 2. FINISHED DECK _L SLOPE AWAY FROM COPING AT A RATE NOT LESS THAN 1/4" PER FOOT. 3. THE POOL HAS BEEN DESIGNED FOR SURCHARGE LOADING. 4. ALL COMPONENRE FABRICATED OF STEEL CONFORMING TO ASTM A-529, FY = 42,000 THE PANELS ARE GALVANIZED WITH A G-165 OR A-235 COATING, DEPBG ON POOL PURCHASED. OTHER COMPONENTS ARE GALVANIZED WITH A 0-90 TING CONFORMING TO ASTM A-525. ALL BOLTS, NUTS AND WASHERS SHA SAE GRADE 2/ ASTM A-307, ZINC PLATED. 5. CONCRETE FOR AR FOOTING AND DECK SLAB SHALL HAVE MIN. COMPRESSIVE STRENGTH OF PSI AT 28 DAYS. DECK SLAB SHALL HAVE A NON -SLIP BROOM FINISH. REINFJG BARS TO BE ASTM GRADE 60 OR HIGHER DEFORMED BARS. LAP SPLICE B14" MIN. 6. STEEL WALL PA MANUFACTURED BY CARDINAL SYSTEMS, INC., 269 S0. ROUTE 61, SCHUYIKILL HA PA., 17972. NO SUBSTITUTION SHALL BE PERMITTED WITHOUT PRIOR APPRO\"J WRITING, FROM BRADFORD CONRAD CROW ENGINEERING CO. AND SCP DISTORS, LLC. 7. NOTE: THIS IS ANDARD" SET OF DRAWINGS INTENDED FOR USE AT VARIOUS PROJECT SITEEEY HAVE NOT BEEN CUSTOMIZED FOR ANY SPECIFIC SITE. IT IS THE RES3ILITY OF THE CONTRACTOR TO ENSURE THAT THE SITE CONDITIONS !THE MINIMUM CRITERION ESTABLISHED IN THESE NOTES AND DRAWINGS. A'.T OF THE COPYRIGHT RESTRICTIONS, A WET INK STAMP AND SIGNATURE IS RED TO VALIDATE THE USE OF THE PLANS, BUT DOES NOT INDICATE SITE FIC ENGINEERING. PHOTO COPYING OF THESE PLANS IS STRICTLY FORE. 8. FROM TIME TO THE MANUFACTURER MIGHT MAKE MODIFICATIONS TO THE PRODUCT WITHOUT THE IER'S KNOWLEDGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TO COMPARE ?ODUCT RECEIVED WITH THESE PLANS. THE ENGINEER MUST BE NOTIFIED OF ARIATIONS OR DISCREPANCIES BETWEEN THE PRODUCT RECEIVED AND WHAT IS ON THESE PLANS. 9. THE ENGINEERIDVIDED FOR THESE POOLS BY BRADFORD CONRAD CROW ENGINEER- ING IS RELATE;TRUCTURAL ISSUES ONLY. NON-STRUCTURAL ISSUES HAVE NOT BEEN ADDRES`.D THEREFORE BRADFORD CONRAD CROW ENGINEERING ASSUMES NO RESPONSIBOR NON-STRUCTURAL ISSUES AND MAKES NO CLAIM THAT THE PRODUCT IS S; SUITABLE FOR THE INTENDED USE. 10. IT IS THE CONR'S RESPONSIBILITY TO MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS 1 COMPLY WITH ALL REQUIREMENTS OF THE NATIONAL SPA AND POOL INSTITUTIFICATIONS. 11. THE ENGINEERINIDED HEREIN ASSUMES THAT THE PRODUCT IS UNDAMAGED, NEITHER DURINSTRUCTION NOR DURING USE. DAMAGE AND/OR CORROSION WILL REDUCE THE SH OF THE STRUCTURE AND MUST BE REPAIRED OR REPLACED AS NECESSARY TOE THE INTEGRITY OF THE POOL. 12. THE POOL STRL DESIGN COMPLIES WITH THE 1997 UNIFORM BUILDING CODE, AND THE 2000 INTENAL BUILDING CODE(IBC) AND THE 2003 IBC. INSTALLATION NOTE 1. THE BASIS DE'. THE POOL IS PREDICATED ON A TYPICAL INSTALLATION BEING IN SOCONTAINING ORGANIC CLAYS, HUMUS SOIL OR HIGHLY EXPANSIVE CE FOUNDATION NOTES BELOW. 2. INSTALL AN 8 CONCRETE COLLAR AT THE BASE OF THE OVER EXCAVATION AREA AROUNEULL PERIMETER OF THE POOL. SEE DETAIL 13 ON SHEET 3. 3. BACK FILL WITJ SAND OR GRAVEL COMPLYING WITH THE UNIFORM SOIL CLASSIFICATION TYPES GW, GP, SW OR SP. BACK FILL IN LAYERS 6" TO 8" THICK. EACH ;HALL BE CAREFULLY TAMPED TO ELIMINATE VOIDS. FILL POOL WIT2 DURING BACK FILLING. WATER LEVEL MUST NOT DIFFER FROM BACK FILL BYTHAN ONE FOOT. 4. SURROUNDING SHALL BE 4" LOWER THAN TOP OF POOL. FOUNDATION NOTES 1. SOIL PRESSURNOT EXCEED 1000 PSF. 2. BACK FILLED ENT FLUID DENSITY ASSUMED TO BE 40 PCF STATIC, 48 PCF FOR SEISMIC LOAD 3. SOILS BEARIN( FOOTINGS SHALL BE THE FOLLOWING "CLASS OF MATERIALS" PER UBC TAB -A (IBC TABLE 1804.2). A) FIRM UNID CLASS 1, 2 3 OR 4. B) IF CLASS EXIST ON SITE, OVER EXCAVATE TO DEPTH SHOWN IN DETAIL 13/3 (MUST BIATURAL UNDISTURBED SOILS) AND BACKFILL WITH 3/4"(-) CRUSHEDOMPACTED WITH VIBRATORY PLATE IN 4" MAX. LIF'EL FILL MUST EXTEND 18 INCHES, OR DEPTH OF GRAVEL FILL, MINIMUM FRONT EDGE OF FOOTING. THE GRAVEL FILL MAY BE SLOPED AT 1:1 RE OF FOOTING, IF THE EDGE IS WELL COMPACTED. 4. WALLS MUST EFILLED TO WITHIN 4 INCHES OF TOP OF WALL ON ALL SIDES. 5. BACK FILL MU)PROXIMATELY LEVEL FOR 7 FEET MINIMUM BEHIND FACE OF WALL BEFORE UP OR DOWN OR STEPPING WITH RETAINING WALLS. 6. ADJACENT SLCT BE IN ACCORDANCE WITH UBC CHAPTER 18 (IBC CHAPTER 18) REQUIREMENTSINEERED TO PREVENT ADDITIONAL PRESSURE FROM BEING APPLIED TO Ti OF THE POOL. 7. ADJACENT FOIS MUST BE PLACED BELOW THE ELEVATION OF A LINE PROJECTING F BACK EDGE OF THE POOL FOOTING AT A 1:3 SLOPE AS SHOWN IN DEN SHEET 3. IMPORTANT WJL_ >O -> Hwy. 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(503) 639-6601 N Z O (/) W O U J CI J 0 z Z Qt- H-= (/) I E I -- N C/) 0 Q O 0 U 0 V) z_ VI 12 x 24 RADIUS RECTANGLE REVISIONS REV DAT E BY 8 09-02-04 MLJ DRAWN: RLU CHECKED: JFB/MFR DATE: 04-03-05 JOB NO.: 02462 203 Ali "A FRAME" BRACE - SEE my TYPICAL EA. PANEL END "A FRAME" ;coMB @ ALL HOLES Atli 14 GA. GALVANIZED STEEL WALL PANEL. 1' 0" AT INSIDE ROW. BRACE SEE Mr TYPICAL EA. PANEL END L ANGLE W/ 14 GA. GALVANIZED STEEL CORNER PIECE 14 GA. GALVANIZED STEEL CORNER PIECE// e 14'8"x1 %%14 GA , 3/4"0 x 1" MB ALL HOLES. 14 GA. GALVANIZED STEEL WALL PANEL. AT INSIDE ROW , ' / ' �' TYPICAL EA. PANEL END /� - - //' / ____ "A FRAME" BRACE ® �� �e"� x 1" MB ®EVERY OTHER HOLE (STAGGERED) �' /r SEE O ;q1 I f /' 14 GA. STEEL GALVANIZED WALL PANEL. 1.11011101,�"o BENT TIE BOLT1" G EACH OUTSIDE HOLE 1 WIDE x 14 GA. GALV. STRAP Wr.=�V amomomn um= �[m 14 GA. GALVANIZED tii 1 - CONTINUOUS TOP & BOT. AT �\I @ STEEL WALL PANEL. �'' -� - EACH CURVED PANEL. 1 1, 14 GA. GALVANIZED 45' BUTTON PUNCH TO FLANGES „7/ STEEL CORNER PIECE iii 0 0 I� r uu 14 GA. GALVANIZED14 STEEL WALL PANEL. "A FRAME" ® e BRACE -SEE 14 GA. GALVANIZED STEEL WALL PANEL. o "A FRAME" ® GA. GALV. STEEL WALL PANEL. TYPICAL EA. PANEL END BRACE -SEE ©~� 1g i I II" W/ ya"o MB AT EA HOLE AT INSIDE ROW. 1a 1 _u_4,.1.. PLAN PLAN PLAN PLAN NOTE: 1 1/2" = 1'-0" 45° CORNER SHOWN 30° CORNER SIM. 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 90° CORNER ASSEMBLY 1 1 SPECIAL WALL CORNER 1 2 900 TRUE — L CONNECTION 1 3 RADIUS WALL CONNECTION I4 "A FRAME" Q ^rT L L V ZZ < 7 G z 0 xoc rl C O DO C TIZ -N Dr�G1 Z. OD 0 � � mW0 co 0 Z U7 -i �t D DD I> m > D I m! n n D INEERING CO. BRACE -SEE Ank —7 -� TYPICAL EA. PANEL END 4430 MB AT ALL HOLES o a 1 14 GA. GALVANIZED STEEL WALL PANEL. 36" � . AT INSIDE ROW "A FRAME" BRACE -SEE a © _� - ALUMN. COPING 4" THICK CONC. DECK �)— SEE GENERAL NOTES E `. 14 GA. f ORNERZ I STEE CORNER PIECE -- - �II L: X SUS •aFFammmmmomoom f/ ,r ml. Q S/8 0 \14 GA. x 4 7/8" GALVANIZED 7` STEEL "Z" PANEL STIFFENER. 1'-O 5/8" 03/8"95 MB. EACH END OF BRACE. 5/8"o THREADED ROD 14 GA. GALVANIZED STEEL CORNER PIECE I Li U °>- EXCLUDE THREADS FROM PLANE. SHEAR A//\ • a STD 5/8" TURNBUCKLE —— • 5/8"0 A307 THREADED RODE FOR WELDING SEE DETAIL 14 GA. GALVANIZED NOTE:W PLAN STEEL WALL PANEL. © 4' OR SMALL PANELS - NO STIFFENER ° 1 1/2" = 1'-O" @ ® 5' & 6' PANELS - STIFF. © t 7' & 8' PANELS - STIFF. O THIRD POINTS• - lab PO VINYL - 'NO o `TYPICAL - 3/8"0 A307 MB. \` a (1) BOLT ALL HOLES AT INSIDE ROW (NEXT TO POOL) AS A MINIMUM \ L 1 1 /2 x 1 1/2 x 11 ga. PLAN LINER DIAGONAL BRACE 8"x3'-3" CONT. CONC. ROMAN ASSEMBLY 1 6 COLLAR FULL PERIMETER OF POOL 14 GA. GALVANIZED o 18 \ 14" 4" STEEL WALL PANEL. 3 @ 18"OC -4 (8'-0" MAX. PANELS) o \ 3" CLEAR TO LONGIT. BARS — STD 5/8" TURNBUCKLE SAND OR VERMICULITE ® YPICAL (3) #4 CONTINUOUS v 0 Z — CONCRETE BASE. MAX. - o `_ U.� d Q L 1i"x1i"x11 GA. STEEL ANGLE SLOPE FOR SAND i;.. • 1 L 1 1/2 x 1 1/2 x 14 go. _ � / / U 0 C/') Y O N 5/8"o THREADED ROD BASE IS 1.25 HORIZ: 1 VERT. MAX SLOPE FOR VERMICULITE IS 1 1 w i �_ BOTTOM STRUT j//� _Z 0_ U7 a m }7 - = 11—.., ------- FOUNDATION FOR ct d — HO OJODoo�Doo��o0011 11111 11111 n000000uounuoou000 SLOPE G 6" �- �:�-1.. ADJACENT STRUCTURE OR RETAINING WALL FOOTINGS FOR ADJACENT STRUCTURES MUST BE PLACED BELOW THE N N x N 14 GA. GALVANIZED 14 GA. GALVANIZED 2"x8' x16" PATIO BLOCK L 1 5/8 x 1 5/8 x 14 ga. x 1'- STEEL WALL PANEL. � STEEL "Z" PANEL 1 AT EACH PANEL JOINT AND CORNER FOR METAL STAKE _ STIFFENER. H/3 LEVELING, AT 1 5/8"o A307 THREADED ROD WELDED TO INSIDE FACE OF STEEL ANGLE WHEN SLOPE IS STEEPER THAN 3 HORIZ.: 1 VERT., AND IF THE SUBGRADE IS TYPE 5 SOIL (MIN) CONTRACTORS OPTION 1'-9" 23/4." / 21/4" ELEVATION OF A LINE REVISIONS PROJECTING FROM THE BACK EDGE OF THE POOL REV DATE BY (SILTS AND CLAYS SEE IBC TABLE 1804.2) THEN / A COMPACTED 3/4(-) CRUSHED ROCK BASE 3'-3" / / X FOOTING AT A 1:3 SLOPE v EQUAL TO H/3 INTHICKNESS SHALL BE PLACED X AS SHOWN. NOT TO SCALE - BELOW THE FOOTING. SEE FOUNDATION NOTES ON SHEET 2/3. SECTION ADJ;ENT FOUNDATIONS 1 15 8 09-02-04 MLJ 1/4 IK 1 1/2" _ DRAWN: RLU CHECKED: JFB/MFR DATE: 04-03-05 JOB NO.: 02462 SECTION OF 3 1 1/2" = 1'-0" 1 1/2" = 1'-0" UPPER A—FRAME ASSEMBLY 111 TYPICAL PANEL STIFFENER 112 TYPICAL WALL SECTION 8c A—FRAME 113, 13 CITY COPY THIS r' TO FIELD A -/e 1" -ANNA' DEPT. APPFic.,, ,_ 15/ kEo vEh by M. & DTE: Bf/O77 /7' q' /40 vs e .Sever Penny ass Sb3 S. h✓u //e Ct, Spokaise V //e y` 79.V.4 Zuc/cc,G C7- 1 78' %f-) A/e