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HomeMy WebLinkAboutCA2025-53 (3)A Future With A Past 5 August 2025 James Gravatt 840 East Texas Street Grapevine, TX 76051 817.938.2406 RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS #CA25-53 D. E. BOX HISTORIC DISTRICT, #HL10-09, ORDINANCE # 2011-58 HISTORIC 1952 COSNAHAN HOUSE 840 EAST TEXAS STREET GRAPEVINE, TEXAS 76051 This letter confirms on August 5, 2025 the Historic Preservation Staff approved #CA25-53 with conditions for the property addressed 840 East Texas Street, legally described as Block 5, Lot 6, D. E. Box Addition, City of Grapevine to the Grapevine Historic Preservation Ordinance 91-73 (Appendix G — Grapevine Code of Ordinances), as amended, for the following: 1. Construct a new in -ground swimming pool with deck in the rear yard of the house; as per the attached site plan, drawings and photos with the condition a permit be obtained from the Building Department. An approved Certificate of Appropriateness is not an approved building permit; a building permit s�/ is not required. Contact the City of Grapevine's Building Department at 817.410.3165 for fees and information regarding permits. Thank you, 1;1) 6A" �,Q - David Klempin Historic Preservation Officer wdk THE CITY OF GRAPEVINE HISTORIC PRESERVATION • 636 South Main Street • Grapevine, Texas 76051 Phone 817/410-3556 • Fax 817/410-3038 CERTIFICATE OF APPROPRIATENESS APPLICATION Date 1 8/4/2025 Property Owner Name, Address & Phone Number James Gravatt 840 E Texas St, Grapevine, TX 7605 Phone. 817-938-2406 Mobile: Email: utio. com Property Address include any suite number) 840 E Texas St, Grapevine Tx 76051 94 D E , lex QS Siwat Number :*c-A 26-- 3 Applicant Name, Address & Phone Number Same Phone: Mobile Email: Legal Description Block 5 Lot 6 Subdivision DE Box Build a pool in back yard Drawings/Sketches Attached Photographs Attached W- Yes o No Current o Historic Material Samples Attached please list) l hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance with all submissions herein set forth, and in compliance with the City of Grapevine's Historic Overlay District Ordinances and Building Codes. APPROVAL OF A CERTIFICATE OF APPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF OTHER REQUIRED BUILD RMITS. Signed ner or Contctor Print Name Office Use Approved- Approved with Conditions: Staff H PC I f 6�w t j v , r'L(' 10 o I Denied X Chair — Historic Preservation Commission Date Building Official 5 2.0 THIS IS NOT A BUILDING PERMIT. A SEPARATE BUILDING PERMIT MUST BE FILED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE STARTING WORK. DELIVER TO: HISTORIC PRESERVATION DEPARTMENT D l� -3556 636 SOUTH MAIN STREET, GRAPEVINE, TEXAS AUG 0 4 2025 ECE!VED UG 0 4 2025 RV I- t 2-ci.m�% -*04s-53 TAD Tarrant Appraisal District LOCATION Address: 840 E TEXAS ST City: GRAPEVINE G e o refe re n ce : 3150-5-6 Subdivision: BOX, D E ADDITION Neighborhood Code: 3GO30K Google`TItrlapt or type unknown This map, content, and location of property is provided by Google Services PROPERTY DATA Legal Description: BOX, D E ADDITION Block 5 Lot 6 —� unsdictions: CITY OF GRAPEVINE (011) TARRANT COUNTY (220) TARRANT COUNTY HOSPITAL (224) TARRANT COUNTY COLLEGE (225) GRAPEVINE-COLLEYVILLE ISD (906) State Code: A Year Built: 1952 Personal Property Account: N/A Agent: None Notice Sent Date: 4/15/2025 Notice Value: $623,621 Protest Deadline Date: 5/15/2025 +++ Rounded. Tarrant Appraisal District Property Information I PDF Account Number: 00252085 Latitude: 32.9384927856 Longitude:-97.0675193843 TAD Map: 2132-460 MAPSCO: TAR-028K Site Number: 00252085 Site Name: BOX, D E ADDITION-5-6 Site Class: Al - Residential - Single Family Parcels: 1 Approximate Size +++: 2 075 Percent Complete: 100% Land Sgft*: 15,282 Land Acres': 0.3508 Pool: N This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated. OWNER INFORMATION Current Owner: GRAVATT JAMES THOMAS Primary Owner ress: 840 E TEXAS ST GRAPEVINE, TX 76051 Deed Date: 2/7/2020 Deed Volume: Deed Page: Instrument: D220033495 RECEIVED AUG 0 4 7075 08-04-2025 Page 1 TIAZi Tarrant Appraisal D(strict Tarrant Appraisal District Property Information I PDF Previous Owners TRINITY SUMMIT INVESTMENTS LLC Date 10/23/2019 Instrument D219244859 Deed Volume Deed Page DALLAS METRO HOLDINGS LLC 10/22/2019 D219242199 KOLB EVELYN A 3/31/2015 D215106982 KOLB JOHN PAUL 12/31/1900 00000000000000 0000000 0000000 VALUES This information is intended for reference only and is subject to change. It may not accurately reflect the complete status of the account as actually carried in TAD's database. Tarrant County Tax Office Account Information. 2025 ImprovementYear $422,493 . Market $201,128 Total Market $623,621 Total Appraised $623,621 2024 $422,493 $201,128 $623,621 $584,356 2023 $396,870 $221,128 $617,998 $531,233 2022 $261,830 $221,109 $482,939 $482,939 2021 $232,929 $221,109 $454,038 $454,038 2020 $192,240 $180,000 $372,240 $372,240 Pending indicates that the property record has not yet been completed for the indicated tax year. + Appraised value may be less than market value due to state -mandated limitations of value increases. EXEMPTIONS / SPECIAL APPRAISAL HOMESTEAD GENERAL 11.13(b) Per Texas Property Tax Code Section 25.027, this website does not include exemption information indicating that a property owner is 65 years of age or older for unauthorized individuals. RECEIVED AUG 042015� 08-04-2025 Page 2 1 Front of House LANDMARKE1, ''Jilli 1 11 -1 IH(;A(E OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED PURsuF�i CA-_ b DATE cl BY 6.) 0 EP RTMENT OF �,)EVELOPMENT SERVICES oNTACT BUILDING INSPECTIONS cOR PERMIT INFORMAMN 5101 v 0 AY sm P p onv ECKLA! 0 1 00, L VOLUME 388-D, PAGE 1 1/2 IRF S89'28—'47'W _ — _ _ _ _ I I J I I I Q LOT 7, BLOCK 5 D.E. BOX ADDITION VOLUME 388-D, PAGE I SITE PLAN LOT 11, BLOCK 5. D.E. BOX ADDITION VOLUME 388-D, PAGE 1 VOLUME LOT 6, BLOCK 5 D.E. BOX ADDITION VOLUME 388-D, PAGE I � I I I I I I 1/2 IRF CITY SPECIFIC REQUIREMENTS POOL SETBACKS:5'-0' FROM ALL PROPERTY LINES TO WATER LINE. 14 RATIO FROM RESIDENCE TO B.O.B. UNLESS ENGINEERED PROXIMITY LETTER IS PROVIDED. LOT 12, BLOCK 5 INSPECTIONS: BALLY STEEL GROUND - GROUND CLAMPS ON POOL STEEL MUST BE CLAMPS LISTED FOR D.E. BOX ADDITION DIRECT BURIAL. VOLUME 388-D,PAGE I DECK STEEL GROUND - GROUND CLAMPS USED ON POOL MUST BE CLAMPS LISTED FOR DIRECT BURIAL. GAS LINES) - IF THERE ARE ADDITIONAL GAS LINES ON THE POOL PLAN THAT WERE INCLUDED WITH THE POOL PERMIT AND INSTALLED BY THE SAME PLUMBER THEY WILL BE INSPECTED AT THIS TIME. P-TRAP - SWIMMING POOL BACKWASH LINES SHALL DISCHARGE TO A P-TRAP THAT IS CONNECTED TO SANITARY SEWER. ANY LOT AT LEAST ONE ACRE OR MORE THAT IS NOT CONNECTED TO SANITARY SEWER MAY DISCHARGE DIRECTLY ON THE LOT, PRE -PLASTER - POOL PLASTERING SHALL NOT PROCEED UNTIL THE PERMANENT BARRIER IS INSPECTED AND APPROVED. BEFORE THE POOL IS FILLED WITH WATER, A PERMANENT FENCE SHALL BE ERECTED SURROUNDING THE POOL, WITCH SHALL CONFORM TO APPENDIX G OF THE INTERNATIONAL RESIDENCE CODE. THE POOL CONTRACTOR IS RESPONSIBLE FOR THE PERMANENT FENCE. POOL FINAL -A, FINAL INSPECTION MUST BE REQUIRED WITHIN 180 DAYS FROM PERMIT DATE. IF THE POOL IS NOT READY FOR A FINAL INSPECTION, AN EXTENSION MAY BE REQUIRED PRIOR TO THE EXPIRATION OF THE PERMIT WITHOUT PENALTY. NO POOL SHALL BE OCCUPIED, UTILIZED, OR ACCESSED UNLESS A FINAL INSPECTION HAS BEEN PERFORMED AND APPROVED BY THE CITY. FINAL GRADING SITE- FINISH GRADE SHALL NOT ALTER THE DRAINAGE OF THE LOT FROM THE APPROVED DRAINAGE PLAN SUBMITTED BY THE DEVELOPER. SOD OR HYDRO MULCH MUST BE COMPLETED WHERE REQUIRED. CABANA SETBACKS: 10'-0' TO PROPERTY LINE, 5'-0' TO RESIDENCE UNLESS ATTACHED. FIRE PLACE SETBACKS- 10'-0' TO PROPERTY LINE, 10'-0' TO RESIDENCE. FIRE PIT SETBACKS 10'-0' TO PROPERTY LINE, '0 -0 TO ANY COMBUSTIBLE MATERIALS. GRILL AREA SETBACKS 10'-0' TO PROPERTY LINE. LOT 5, BLOCK 5 D.E. BOX ADDITION VOLUME 388-D, PAGE 1 CEf SITE L❑CATI❑N POOL/SPA FIXTURES SK-1 A & A VENTURI SKIMMER - QUICKSKIM ULTRA - SQUARE ALUMINUM 1 L-1, L-2 JANDY HYDROCOOL LIGHTS - 24W 2 L-3 JANDY HYDROCOOL LIGHTS - 6W 1 MD-1, MD-2 A & A CHANNEL DRAIN - DUAL PORT 2 MD-3 A & A CHANNEL DRAIN - DUAL PORT 1 L A & A LEVELER - SQUARE ALUMINUM 3 R-1, R-6 WALL RETURNS 6 SD-1,-SD-5 STEP DOWN 5 PE-1 POOL EYE ALARM 1 fpAk E OF BWIA JW4_S ALARM 1 Cli T Or VrUVE-VIIYC RELEAS [-, � SCALE,3/32'=1'-O' PURSU A J fir; i E BY & fl .r% R ,'_ENT OF OEVELOPNitENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION NTS, WaterWarden W WF300 5 foot in -Ground Pool Fence, Black POOL SAFETY FENCE -Using a WaterWarden Pool Fence is a great way to protect against unauthorized access to your pool area, keeping your loved ones safe from accidents. White sturdy and extremely safe while in use, its easy to remove for any occasion. STRONG & DURABLE -WaterWarden Inground Pool Safety Fences are UL-Certified and made of super -strong, UV protected Meshylene fabric with reinforced edging to prevent fraying. The maximum UV inhibitors make it suitable for all climates. DIMENSIONS -Each section of fence measures 5'hlgh and 12'long. The spring -loaded safety latch system quickly and easily joins fence sections together, and you can buy as many sections as you need to safely surround your pool. DIY INSTALLATION -This WaterWarden pool enclosure fence installs in minutes by simply drilling %"holes and Inserting the poles, A drilling template, instructions, hardware, hooks, and insert caps to cover holes are Included, WATERWARDEN -With state-of-the-art technology and a keen understanding of pool safety born of over five decades of experience, WaterWarden consistently leads the industry in product quality, reliability, ease -of -use, and service. PoolEye PE14 Pool Alarm, Small, Grey WATER MOTION SENSOR -Be prepared and armed with the PoolEye Immersion Pool Alarm. With Its underwater motion sensor, PoolEye provides an extra layer of protection when it comes to pool safety. EASY TO INSTALL -The PoolEye Pool Alarm is battery powered and easy to install. With all hardware Included, it quickly Installs under the top ledge of steel wall pools. Plus, the adjustable sensitivity switch allows you to customize your experience. FEWER FALSE ALARMS -The water motion sensor features sub -surface wave detection that will not pick up movement from rain or wind, meaning there are fewer false alarms. The alarm Is triggered when an object as light as 15 lb is detected. POOLSIDE SIREN -The PoolEye Aboveground Pool Alarm emits a loud 85 dB siren directly from the device that will notify any nearby adults of objects or people unexpectedly entering the water. POOLEYE -PoolEye is the only brand you need to give your family peace of mind when it comes to pool safety. Our affordable and accurate sub -surface wave detection alarms are third party tested for reliable performance. HENDUN Outdoor Door Alarm with Remote Keypad, Waterproof IP67In ground Pool Door Alarm.Gate Alarm Sensor, 140 dB Super Loud. Prying Door Alarm.Entrance Alert NOTE SUPER LOUD--140 dB, if you use it indoors, you may feel too noisy.The volume can't be controlled. IP67 WATERPROOF --Perfect ideal for outdoor use such as in ground pool gate,patios, fence, shed,entrances and exits, prevent robbery and door... EASY TO INSTALL&USE--There are many Installation methods, tape, tie, screw, Both numeric keyboard and remote control can be operated. LOW BATTERY REMINDER --When the battery power is low, it will beep 6 times continuously. PIS replace the battery in time. EXCELLENT QUANLITY &RELIABLE --Made with grade PVC housing, rubberized weather/water resistant seal. PoolEye PE14 Pool Alarm, Small, Grey HENDUN Outdoor Door Alarm with Remote Keypad, Waterproof IP67,In ground Pool Door Alorm,Gate Alarm Sensor, 140 dB Super Loud, Prying Door Alarm,Entrance Alert O O d C C CC W C W _ O_ 00 1 Q X Z > I- Q C 0 Q Cn W _ W Q < Q co •L � U7 U u5 a`) a) c � O Q LO 0 cfl r` Q� w W Z_ W o_ 9 I REVISIONS I SHEET No, 01 5zoz � o gnd IYSOH AAwCwAwR Ii vAmt Ion ve-z al i i WATER WA 0-1 a'1 — — — — — w (y�V f"') Q� 1 aD I� ICI � I ICI 11 =, I ICI 1 L�SwItch �I ��I =��=aON�om�=m� ea=: PIPE LINE'S PLAN COMPUTER, JANDY PS-05 W/I020-A 6 5254 BOARD FILTER FILTER PUMP AUXILIARY I PULARIA CLEANER PUMP AUXILIARY 2 SPA BLOWER AUXILIARY 3 .BOOSTER PUMP #1 - WATER BOWLS/SPA OVERFLOW AUXILIARY 4 BOOSTER PUMP #2 - GROTTO AUXILIARY 5 POOL/SPA LIGHTS SOLAR STEP LIGHTS EQUIPMENT SCHEDULE A JANDY PUMP - VSPHP270AUT 1 B DANDY CARTRIDGE FILTER - CV580 1 C JANDY JXI 400K VERSAFLO HEADER I D DEL ECLIPSE II + MDV 1 E DELTA UV UNIT E-57 I F JANDY NATURE2 FUSION CHLORINATOR 1 G DEL ECLIPSE CHECK VALVE 1 H POLARIS CLEANER PUMP PB4SQ 1 J A 6 A LEAF CANISTER 3 K A 6 A FLO-VIS 2 L JANDY CHECK VALVE 3 M COMPUTER PANEL -JANDY PS-06 1 N 1HP SPA BLOWER 1 P JANDY PUMP - VSFHP165AUT 2 Q WATERCc MULTYC EIone PRE -FILTER I R HEAL PUMP/CHILLER JE30001TR 1 JJVAJ DANDY VALVE ACTUATOR 3 Q ° p ° p p CONCRETE PATIO p ° ° Q ° Q p i Q p D ° DOOR AUDIBLE ALARM IN I LOT 11, BLOCK 5 D,E, BOX ADDITION 1 VOLUME 388-D, PAGE 1 112 IRF S89'28'47'W _ _ _ _ _ _ _ _ _ c 72.i ' 1/2 IRF CHAIN LINK FENCE Ir PE] r� -do- Lo- 0 0 0 0--.�0 0 0 o e o I ------- 5' UTILITY EASEMENT-----------�m r F i VOLUME 388-D, PAGE 1 II LOT 6, BLOCK 5 D.E. BOX ADDITION VOLUME 388-D, PAGE 1 17'5' ----45=0-------- - 17'-kal 35-0' _rms"'�rm-ram' S'_0' II II �r CERTIFICATE OF APPROPRIATENESS r� — ° p CITY OF GRAPEVINE a - a RELEASED pa PURSU CA PAID) .. s g a a DATE 8Y � P TMENT OF I ° DEVELO MENT SERVICES CONTACT BUILDING INSPECTIONS ° FOR PERMIT INFORMATION FLOOR PLAN SCALE:3/16'=1'-O' (� SPA BLOWER (2'J5' I11tlPED AT SPAT Q weeerCo A9AYI*FAN F L I* FAN 0 0 © AS A L#aNac OeAris Centaler A T- -r �--� SPA JETS A-Y r LOOPED) L PLLARG CLEANER LIE O- 0.5) POOL RETURNS R1-R6 Cr LOPED) SPA FLOOR RETURNS R7 MY) MM[R SK-I (Y) . NOIN DRAIN HA-1 (25') SPA MAOY AWN Iw-3 pS') LANIN POLL MAIN AGO! 0-2 e5l) (5254 BOARD) SHEER DESCENT SD-i e) POOL MAIN BRAIN NO-2 (251 JnMy pmv #146MRI SCALE:1/8'=1'-0' A aA Led4m Debris CanWhei Jar4y Pump Jva wA,omN.o�a A 6 A LadVac DrtdPCr&m imt P.M —\ Y'ID Tueiq IrwnHow wRc erAnHR real S. _, �, C L�. vlKi 4 € � Y Wrx � mw FNAr DBecGR4 $ m" Oc ItjectuboUY) O O 0- c� C W E w U) w Q Z j w F' F- 0 WLU ~ Bel d Q LLi 00 Z U > w U) N c a. a b o a 0 REVISIONS FI •Vs z N P16Yw A _ J a M -- U Illlll '®0 f O pCp J Y 3 W & 3 w a SHEET No, 02 99--9z o-j�- 5zoi � o snd a3AI3 3d W o n 'n c � G=a N ►ram t� tV CZD Q 3D - - - - 6 �p VM ®II ., 6• Y lY. 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HT 16' ;Z7 $ HEIGHT 8' DEPTH mtarz v'u -DEPTH 3'-0' Y_ DEPTH .- $ DEPTH 4'-6'. r.a1 •O ���i/�ii�O�ii�ii�ii�ii�ii�O�i� ■1 OMNI SD-1 o-4 D- i I, I I I � OHM ------- I ---- _ -- -- ------ I I �MO-2 I � .4' THK CUSHION SAND R B 3 A 0..E W. 4 4-0- 1 — — 21 -0 — CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASES PURSUA T CA.2 j -J63 _- DAT Z> BY E ENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION ❑UNDATI❑N DECK POOL PLAN DETAIL-#Z i \\ I I vt— • na aoLrz nu LP 5-0- -6 DEPTH 5 0', I lW � a z � o _oy 0 Y d d 2 � z D e D I e D ° D -I> 4' THK, CONCR°FTE 3000 Psi, d 1� CK P06L ° FINISH STAMPED n D D ° SCALE11/4'=1'-0' CONTROL J❑INT "TS. (ANDMAPSE1 � t�t�F-ERTY O C E w E Lu _ Er ^^ U) v J c Xcoo > I--CIDZ Q of 0 X 0 w H w oLd li Q \_Z L 00 Q 0 REVISIONS z za SP W A J U K f �o u J Q l7 z� Z 3 a Q N A � SHEET No, S1 5zoz V o 9nd n Ae yzoz f o onv Pn Lk -0m m 10 CIliE 1_; � J CERTIFICATE OF APPROPRIATENESS CiTY OF GRAPEVINE RELEASE,¢ 4-53 PURSUANT —To a G77 DATE ENT NT OF DEVELOPMENT SERVICES v t. CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION LANDMARKEI ■GENERAL NOTES I. THE STANDARD POOL Si RUCTURAL PLAN MUST BE ACCOMPANIED B. t. CLEAR PLOT PLAN SHOWING POOL AND OR SPA SHAPE DEEP, AND DISTANCE TO PROPERTY LINE, SLOPES AND STRUCTURES. 2 REPRESENTATIVES OF THE STRUCTURAL ENGINEER HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER 10 DETERMINE THE ADEQUACY OF THE STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITION SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILRYOF THE COW RACTOR OR THE OWNER TO NOTIFY POOL AND OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO THE CONSTRUCTION. STRUCTURAL ENGINEER RECOMMENDS THAI THE OWNER OR CONTRACTOR OBTAIN SOILS REPORT. 3. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED 1, PLUMBING, ELECTRICAL, FENCING, CONCRETE DECKING AND POOL GEOMETRIC. 4. DECKING CONSTRLI CTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HAVING DUE TO SOIL EXPANSION. 5. ALL CONSTRUCTION SHALL COMPLY WITH THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE AND LOCAL ORDINANCES 6. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC STANDARDS AND/OR LOCAL CODES. I. SIG AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 8. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISIIVE DEVICES FOR THE DISABLED. 9. CONTRACTOR OR OWNER SHALL VERY ALL FIELD CONDITIONS AND DIMENSIONS AT JOB SUE. 10. POOL LENGTH, GRADE BREAK LOCATIONS AND DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL COMPLIED WITH APSE SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENT REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. I I IN ACCORDANCE WITH IBC 2018 EDITION, A SITE SPECIFIC SOILS INVESTIGATION MAY BE REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F. 12. WHEREFREEZING IEMPERATURES OCCUR, THE POOL SHALL BE WINTERIZE TO PREVENT DAMAGE TO THE POOL STRUCTURE PLUMBING, AND POOL EQUIPMENT. CONTACT LOCAL PROFESSIONAL FOR PROPER WINTERIZATION PROCEDURES. -STRUCTURAL NOTES 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 16W PSF. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMEF: APPROVED 90% COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL SUCH AS CUT -FILL TRANSITIONS. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS AND CONFORM TO ASTM A615 GRADE 40 FOR #3 BARS AND 1t4 BARS. SPLACES TO BE LAPPED MINIMUM OF 24". MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2 % 3 111 A4 BAR IS EQUIVALENT IO.AND MAY BE USED IN PLACE OF (2) k3 BARS, WITH THE EXCEPTION THAT IF ILA BARS BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS •4 BARS AT 18" O.C., 4. SHOTCREIE (GUNITE) TO BE IN CONFORMANCE WITH THE IBC SECTION 191SANDS ALL HAVE A MINIMUM COMPRESSION STRENGTH OF 250C FS. Al 28 DAYS. WHERE APPLICABLE SHOTCRETE (GUNITE) TO BE IN CONFORMANCE W ITH THE IBC SECTION 7904 DURABILITY REQUIREMENTS CONCRETE THAT WILL BE EXPOSED TO FREEZING AND THAWING, DEICING CHEMICALS OR OTHER EXPOSURE CONDITIONS SHALL COMPLY WITH THE ISO SECTIONS 1904.2.I THROUGH 1904.2.3. CONCRETE EXPOSED TO FREEZING AND THAWING FOR DICING CHEMICALS SHALL BE AIR ENTRAINED IN ACCORDANCE WITH THE ACI 318, IBC SECTION 4.2.1. CONCRETE THAT WILL BE SUBJECT TO THE CORRESPONDING MAXIMUM WA I ER CEMENTITIOUS MATERIALS RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSION STRENGTH REQUIREMENTS OF ACT 318, IBC SECTION 4.2. 2; CONCRETE INTENDED TO HAVE LOW PERMEABILITY W ERE EXPOSED TO WATER, CONCRETE EXPOSED TO FREEZING AND THAWING" A MOIST CONDITION OR DEICER CHEMICALS, OR CONCRETE WITH REINFORCEMENTS WHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DEICING CHEMICAL, SALT, SALTWATER, BRACKISH WATER, SEA W ATER, OR SPRAY FROM THESE SOURCES IN ADDIIION,CONCRETE EXPOSED TO DEICING CHEMICAL SHALL CONFORM TO THE LIMRATIONS OF IBC SECTION 1904. 2, 3. 5. CEMENT SHALL CONFORM TO IBC SECTION 1903. 1. ACT 318 SECTION 3.2 AST. C 150 6. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE ACCORDANCE WIT H ACT 318 SECT ION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND A.: DIRECTED BY LOCAL BUILDING OFFICIAL. Z. KEEP CONCRETE DAMP CONTINUOUSLY FOR I DAYS. 8. ALL INI PRIOR SURFACES OF POOL/ SPA SHALL BE COATED WITH A W A.iER-RESISTANT SURFACE. 9. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRA CIOR OR OWNER DESIGN INTENT, RADIUS SHALL NOT BE LESS THAN ]-FOOT AND SHALL NOT EXCEED 5-FEET. 10. IN AREAS W ITH SOIL CONEE IONS SUBJECT TO FROST HEAVE, THE FOLLOWING REQUIREMENTS APPLY_ a. IN ACCORDANCE WITH IBC SECTION 1835.2.1, THE ENTIRE BOTTOM OF THE POOL STRUCTURE AND OR PLUMBING MUST EXTEND BELOW THE FROST LINE OF THE LOCALITY. ES ALTERNATIVELY, WHERE DAMAGE TO THE POOL STRLICI URES, PLUMBING, ADJACENT STRUCTURES AND SURFACE IMPROVEMENTS IS A CONCERN, SELF DRAINING GRANULAR BACKFILL MAY BE EXTENDED BELOW THE FROSTLINEW ITH A MEANS OF PRECLUDE BUILD-UP OF WATER. -OWNER I KEEP SHOTCREEK (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. 2. DO NO TURN ON LIGHT WHEN POOL IS EMPTY. 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL IR MARKS THE PLASTERI. 4, KEEP SWIMMING POOL FULL IF WATER TABLE LESS THAN 10 FT DEEP si-os�a CALL BEFORE YOU DIG DIG TESS qw7-800-DIG-TESS 7-800-344-8377 (@ least 48 hours prior to excavation) O /' O CL 0) w w elf / U) CIO �y ~ X LLJ Z > , Q F— 00 Q O Cf) w ai Q U � W O Q a V I REVISIONS I SHEET No, S2