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Home My WebLink AboutB16-1306 000-000-000f'OaL 5FECIFICATiONS 5F 5PECIFICATION5 Size � Gx (� Area S 20 oq.ft 5pa Type Depth -3to 7 Per 9 5 51ze Plo, Dopth 5hape Gf er t Total Gallono F001 COpacity 20,000 Galli 5pa Jett Filter �a-, �, L46 U Heater Pump Tandy y - sp . pump & Motor Main Drain Line •• Pump Make 5kimmer Line 2., Goo Line by Return Lines , l'l�'` .� 2 �' 5pa plumbing Auto Cleaner Line if2- Electrical by 5kimmer Model U-3 SLip bot-iding by E-P. Aqua Pure Light UL Ap. Aufofi ll Pouf--a-U4- 5kinimcr U-3 Anti Siphon Volvo Bpa_S Main grain Turn Over Rate Heaterl/� -9OLAK GENERAL 5f ECIFICATION15 51ze /A 13.T.U.Gao Line 5q. Ft. Pool Light 500 Watt U.L. Approved ' C o i 0 €` 5q,. ft. Panel Electric by EmerzdJ P is Farrel Type Elec. Boriding Fay E_r'_ Panel Size -Nurnber of i anelo Elec. 11ane1 fool Cleaner �o �i s 280 5olar l3lanketo Love 5eat Pe i „- (Q o OWNER peck"' fir' -:� �o� To determine: A rox. Approx. elevation of pool on day of excavation. Cool area to be fonced. bytheowner per county or city ordinance, gatfo to bo Self 0►00ing and Self latching. Do fiatturn on pool li ht when the pool io p 9 empty. Owner: to wet down gunite ohell at leoot 2 timed daily -dor 7 da 5. FERMIT OFFICE 5q. Ft. EL90 + 14a. Coptn 9 `rile 0" x o"�Ii - a Color,, Tv �.�� plaster -F' o flu lote5 Qum Co: Phone +�., �`r SLOPE EARTH SURFACE 1/4" PER NOTETABLE NO. '1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS BENCH AND STEP OPTIONS:�� i xaf .. BOND BEAM HORIZONTAL BARS MAY BE 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL %,rs. FOOT OR SLOPE DECKING 1/8' TO OVER OR UNDER VERTICAL BARS. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1/4" PER IFOOT AWAY FROM POOL TYPICAL INCLUDING ALL SPECIAL DETAIL 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN 2 STORY WOOD THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL APPROVED SEALANT RECOMMENDED (PER FRAME BUILDING DETAIL #8). REQUIRED W/ EXPANSIVE SOIL TABLE 1 TABLE 5 BASIC GRID 13 1500 #/FOOT MAX. COPING r,, BARS 0 12" O.C. � BOND BEAM A TABLE TABLE TABLE WATER SURFACE. - DRAIN SEE TABLE 11 & DETAIL #12. DECKING. MINIMUM WIDTH PER LOCAL B BOND B. 3" BELOW 0 E F G BOND BEAM. .w, N BUILDING CODE. Q o, 4 � C�Y 3'-0" MIN. z, -H ¢ x ol, 3 m ¢ z. D ¢ o "o m COPING M wi ZI 3• ¢ 1 F NO R.B.B. c- �! o 1n o -- _. __. I I¢ m �- z CLR. y X a M I ---- ¢ M N o BENCH/STEPS i� ¢ SEE OPTIONS 1 io a ¢ 0 0 �J 1 r� UNDISTURBED SOIL 1 o N r I N ABOVE F15010 PSF MIN.00 r 1r _..... __._ ------------ _ . BEARING VALUE . . - _... I I .............. { INFLUENCE LINE, FOR FOOTING 'C' SHOTCRETE COVER 00, UNDER- _:..._. J 0� WATER E ........:_I L ............ . ` I I :.... ; SURCHARGE TO BE CHANGED 'G P° �Q LIGHT PER e, UNIFORMLY. # j ,.. SEE TABLE 1 DETAIL #10. - -- .!oo ,0" (' ADD #3 0 12" O.C. , 5 LONGITUDINAL 0 TRANSITION ACTUAL DIG UNE MAY -N • • " FOR EXP. SOILS. VARY, LOCATE STEEL ' 3" CUR FROM EARTH t� STEEL BASKET IS NOT REQUIRED L., TYP• FLOOR SURCHARGE CONDITION: - - I 11 €' " THICK MIN. SHOTCRETE (GUNITE) VERTICAL STEEL. _ -a . DRAIN PIPE SHALL NOT 6' HBARS 0 12" O.C. USE TABLE 1 SCHEDULE 'D', SEE TABLE t �, 24' MIN. 6I ENCROACH INTO GUNITE SHELL EACH DIRECTION (BUILDING SURCHARGE) WHEN ;� EXTEND WALL S. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHARGE A B C D i� (3) #3 BARS io (4) #3 BARS. io (4) 13 BARS. io (4) #3 BARS. E.F.P. 30 P.C.F. 45 P.C.F. 65 P.C.F. 45 P.C.F.' D R C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'0" 1'-0" 3" #3 0 12" - - 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" - 3'6" 1'-0" 3" 3" 3" 3" 4'0" 1'-O" 3" A) AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. 3" B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. - 4" - 4' 4'6" 1'-0" 3r - 3"�" 10. CONTRACTOR OWNER SHALL VERIFY ALL FIELD SI DIMENSIONS AT JOB HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4. GATES TO BE 5" SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES 5" 5'0" V-6" 3" #3 0 6" 4' #3 0 6" 5' #3-0 6" 5" #3 0 6- - _.. ........ 5'6' 2'-0" 3" 9%. 4" 910" 8" 5" 9' 5W 6.0" 2'-6" 3" 4" 10- 6' 10'0" 5%- 6'6" 3'-0" 3" ....... .... .......... 4�%' _._.. 7" _... 6%' 7'0" S-6" 3" _.... 5' _ _.. 8" - ....__ r 7%- 7'6' 4'-0' 3' - 5%' _ - 9" 8%' 8'6" 5'-0" 3" - -P6" - 10' - Safi" J I. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY UNE, B WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. SLOPES AND STRUCTURES. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GAZING WHEN 2 REPRESENTATDVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT. RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE ANY STANDING OR CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD WALKING SURFACE. B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. POOL STRUCIIURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE VERTICAL STEEL OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL CONTINUOUS SHOTCRETE INSPECTION ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID #3 0 12" ONLY FOR STATED;THA EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL RECOMMENDS THAT THE OWNER CONTRACTOR OBTAIN A SOILS REPORT INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT T 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. CONDITIONS AS SHOWN IN DETAIL j13 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS II'� 24 SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. 6. SHOTCRETE (;GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE 3. OVER THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS 'SPECIAL 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE 2013 BUILDING ENERGY EFFICIENCY NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, STANDARDS. FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 2. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT - 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL APPUANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, EXPANSION. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 1.2. SYSTEM IS INSTALLED WITH: CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013 A) AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. STANDARDS (CODE, AND LOCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO 7. POOLS WITH (DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL PERMIT OFF PEAK OPERATION. GEOMETRS. 8. SIGNS &!SAFETY EQUIPMENTC STANDARDS /SHALL BE INOR LOCAL STALLED IN ACCORDANCE WITH LOCAL CODES. FENCING AND BARRIERS 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROV1SIONS FOR ASSISTIVE DEVICES FOR THE DISABLED. 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 6 MIN. 10. CONTRACTOR OWNER SHALL VERIFY ALL FIELD SI DIMENSIONS AT JOB HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4. GATES TO BE N DIMEIONS SITE. POOL LLESHALLH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED ON THE DEPTH SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES PLOT PLAN SPALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE RESIDENTIAL !POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. LOCAL CODES, THE LOCAL CODES SHALL PREVAIL ELECTRICAL AND PLUMBING CITY OF FREMONT SPECIAL NOTES 1. ALL ELECTRICAL SHALL BE 1N CONFORMANCE WITH THE 2013 CEC. 2 POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF FREMONT. ACCORDANCE• WITH CEC 680 - 1. SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. . ( ). BONDING TO PERIMETER SURFACES SHALL BE SITE. GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL 3 BARS 0 12" O.C. PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED ENGINEER IN THE STATE OF CALIFORNIA. CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. # (30 MIN. FOR TABLE 5G) INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF 2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, HYDROSTATIC VALVE AND ROCK ADDITIONAL BARS BEGIN AT '- " M MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL SHALL BE 3'-0" WIDE WALKWAY PLUS THE WIDTH OF SWIMMING POOL BOND BEAM AND NO COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING 5 0 FROM THE TOP OF THE POOL 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD ANTI ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL (RAISED OR NOT RAISED). 'D' INDICATES DISTANCE DOWN FROM TOP OF BUILDING FOOTING 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS POOL STRUCTURAL PLAN, DETAIL #2. BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" WALL DOES NOT REQUIRE * IF A I S - WALL TO INCREASE SHOTCRETE COVER AND SURCHARGE RECOMMENDAITIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL) POOL WALL HEIGHT DOE NOT EXCEED 5' 0" THEN NO ADDITIONAL ADD ADDITIONAL REINF. BARS. 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. DEPARTMENT FOR PUBLIC SWIMMING POOLS. 1. FOR E.F.P. = 65 P.C.F., GONG. COVER = C + 2" 7, POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE SECTION TH THE CPC. CITY OF ROCKLIN SPECIAL NOTES TYPICAL LONGITUDINAL SECTION N.T.S.NTsSTANDARD WALL .+E�+TION N.T.S.NTs1 8 SAFETY CODECONTRACTOR IS ADVISED FOR ROPEROREFER To SECTION I INSTALLATION OF THEI5928 OF THE POOL DRAIN SYSTEM.RNIA HEA1. LTH & 1.INETHE ABSENCE OFONLY A SITE SPECIFIC CIFIC SOILSLE IN THE CITY INVESTIGATION, SWIMMING POOL AND SPA 9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22 GUNITE SCHEDULES FOR HIGH EXPANSIVE SOIL WITH A MINIMUM SOIL EQUIVALENT FLUID SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: p STRUCTURAL NOTES PRESSURE OF 65 P.C.F. (SCHEDULES C AND G). WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM 2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED SEE GENERAL NOTES 3 THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF CONCRETE SHALL BE TO A MINIMUM OF 907 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557 ( #) BOND Or PER SURCHARGES NOT COVERED BY THIS PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 1/4" PER SURCHARGE DETAILS ARE REQUIRED. n FO�T. i SPECIAL DETAIL REQUIRED j ¢ _ WHEN LESS THAN POOL DEPTH OR H/4 a m o� w (1) #4 0 TOP (7.5' MAX. H/4) :I . z m WATERPROOFING RECOMMENDED. SPECIAL DETAIL REQUIRED HORIZ. STEEL m 0 6' C.M.U. W WHEN LESS THAN H/6 r I m / BARS 0 12" O.C. N ��, 7) #3 VERT. BAR 0 24" O.C. (10' MIN., 20' MAX.) � � o i SOLID GROUT. ALTERNATIVE BOND -X- _ _ o _ _.__......_.. 1 PER C.B.C. SECTION 1808.7.3 BEAM [LOCATION l ~ " " ( ) BOND BEAM WATER -�.. z VERT. STEEL UNE. VERTICAL STEEL W/ a SURCHARGE CONDITION S - ADDITIONAL SPECIAL DETAILS N.T.S. 3 �m � I. F OR G 24" MIN. EMBED. REQUIRED FOR CONDITIONS ABOVE TIP. HORIz. STEEL 3''C'C' H GLR.9 r v REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY C , ,� AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR. 0 BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE p APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND oiI SCHEDULE. ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. ? 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc--Z000 PSI. POOL FLOOR THICKNESS, f ¢ SE_E CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS. co -.: $ MAY VARY T ACHIEVE 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC. DESIRED WATER DEPTH. - -- 21103 & ASTM C 270. SEE CBC/IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY SPECIFICATIONS NON -EXPANSIVE E EXPANSIVE NO DECK/HIGH EXP. F G E.F.P. 30 P.C.F. 45 P.C.F. 65 P.C.F. D C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'6" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" W 4'0" 3" 4'6" 3'3%" GIVEN POINT IN THE POOL STRUCTURE. FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL (UNITED SOIL CLASSIFICATIONS GW, 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE GP, GM, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE OF 30 PCF, 3" 6. SHOTCRETE (;GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE 3. OVER THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS 'SPECIAL 4" 5X' 5'0" 3" #3 0 6" - 3%" #3 0 6" - 5%" #3 0 6" 5'6" 3" 4" 6%- 6-0- X"5' BUILDING OFFICIAL 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 01 7% SURFACE. 11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER PERMIT #_, 6'6" 4" 6" 8 7'0' 5" 6' #3 0 4" 8%_ #3 0 3- 7'6" 5336" . .,_,,.. - - 6" .............. - ........ 8%. - - - _ - 8'0' 6%- 7" 83%6" 8'6" 7%" 8" 9%. 910" 8" 9' 1036" - 10- 10'0" _ __............ __ ._ ._ _ .__........ SEE STRUCTURAL NOTE #1 SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. Q, RAISED BOND BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL �J NOTES HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6 NOTE: BOND BEAM PER TABLE9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, 6"-8"CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES SPA AIR -LINE NO. 1 & DETAIL #12. 2" ` 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL INTO SPA BOND c� ` r. aertx d ,-. na wnRr •'� -- -, 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. io I i MAY VARY TO COPYRIGHTED INC. PERMISSION FOR ANY COPIES OF SAID z , , € LEVEL TOP OF GUNITE �' BEAM. MAINTAIN X o -1 a e , (2) #3 X (4) #3 BARS MATERIALS, DRAWINGS, REPRESENTATIONS, ¢ �_ , W/ GROUIT &PLACE PER DETAIL #8 -1 - PROVIDE 2 1/2" 1" CLR. TO REINF. '° ` , BARS. ¢ DECKING i7 IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR ¢ I 6" M - 15 FELT OR 4 MIL �- ELECTRICAL 'J' BOX. CLR. BETWEEN # > COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY W I THICK X 3 BARS 1" MIN. CLR. VISQUEEN ON TOP. " = - PARALLEL BARS. n w ¢ # COPING 8" MIN. ABOVE DECK, WATER co ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE 13' 12" O.C. w AROUND ALL FINISH BOND BEAM W/ (4) #3 BARS DECKING. AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION €� SPA LIGHT PIPES #3 BARS 12" ;� E- UNE OR FLOOD UNE WHICH C EA. WAY. O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 & DETAIL #12. io TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PUN, EQ. EQ �C SKIMMER -E HAS READ & E., i j BOND BEAM PER TABLE NO. 1. UNDERSTA0 THE NDS ALL THE NOTES CKNOWLEDGES THAT HNCLUDED HEREIN. � -- x� ; . ..,., ` "` PLUMBING MAY BE LOCATED WATER WATER COVER. \\r�,» �? `� �, IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL REINFORCING PER DETAIL #10. 6" UNE' LAP UNE. (2) #3 BARS \�\ 2 1 2" MAINTAIN 1 CLR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C. NOT REQUIRED IF 6" MIN. MIN' p� l z ZCOMPACTED / CLR. UNDER VERTICAL BARS. 1:. :: U U CLEAR PROV1DED. - BEND �\� _ ' CLR. ¢ o J z 5" MIN. _. BOND �� " s. FlLLZ a N DRAWN BY: T.L.L. _ ;�� 1 o �, PRECAST COPING OR BRICK 24" MIN. LAP a AROUND ALL BEAM °D 9 CIRCULATION DRAINS: `� I"ic.. INTO SPA FLOOR #3 BARS UNDER z - - -- - - PROVIDE 2 ANTI -VORTEX SUCTION OUTLETS PER PUMP, OR POOL WALL. 0 12"O.C. 1. 1 L (2) #3 Z 14 - BAF I SKIMMER. �� a �FNp �L\N• o Q �...,__._ O1 #$ coPPER ,P 6 m For Use OnIV rte: ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY r :€ \A N �: (2) #3 BARS COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. GROUND WIRE �� o \9 ¢ a, I " _::... BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM - LAP INTO REINF. SECTION AT SKIMMER io �', w VENEER. 13d�3 OTC11aTCI BIOSSOffi Lane C.E.C. APPROVED` L / O „ BEND FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT. I ' FIXTURE �A - _ _ �, VERT. STEEL ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. LENS 1= i�` - - - - Chico, C ,y 45' OR 90'. pFESS 24" 6" RECESSED .� � L I f TILE POOL MIN. (2) #3 BARS MI . LIGHT t ..: �9�A J`' �� BOND BEAM PER SPA DETAILS - SPA DETAILS MAY BE USED N.T.S. % LAP EACH war - �Q°��.� TABLE No. 1. (-PLASTER �Y A. FOR SPAS WITHOUT POOLS. AROUND NICHE. 18' MIN. CLR'%!` LAP, TYP. �• h<vROCK OR BRICK NOTCH I C (UP) 4'-0' MIN. IMPERVIOUS DECK m APPROVED SEALANT - VERT. STEEL SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER I WOOD POST FROM #3 0 6" O.C. `� 10ATTACHED PATO COVER PERFOOT DRAIN 0 (2) #3 BARS. NOTES:5'-0" DEEP & BELOW. �_ MAX. DEAD +LIVE LOAD 2000 Ib. f o - L INSTALL N0. 8 COPPER GROUND HARE FROM LIGHT NICHE TO HORIZONTAL STEEL _j OR I I LEVEL TOP OF BOND BEAM OF CAIOF w X N L '[ NOTE: - = BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC ROCK ON BOND BEAM. M w - ,�, 3" CLR. 5" MIN. 3 BARS 0 12" O.C. TYP. M I I WITH GROUT &PLACE 15 M SATURATION PROVIDE CONTROL JOINTS 1 �-- CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER WIRE # L- # "' I I RECOMMENDED WHERE APPROPRIATE. TYPICAL. TYPICAL GALV. SIMPSON POST BASE. I I FELT OR 4 MIL VISQUEEN ON W o INTERIOR W/ APPROVED POTTING COMPOUND PER THE GEC T TOP OF BOND BEAM. STPLANaVAUD ONLY WITH WET PRIOR TO t` I, 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH NOTE: BOND PER ELECTRICAL & �� L --I POURING DECK. a EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. AMP ENGINEER'S SIGNATURE PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS IN RED INK ON PLAN. R 6" REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. 1..:1 MASTIC SEE ELECTRICAL AND FOR UGHIING FIXTURES U.L STANDARD 676. s CONC. DECKING. PLUMBING NOTE #2 REGARDING L- FOOTING RECOMMENDED OTHER EXP. MATERIAL CONCRETE SHALL 3 1/2" MIN' TI AUTHORIZED SIGNATURES: EQUIPOTENIIAL BONDING GRID FOR EXPANSIVE SOILS. NOT TOUCH COPING, BOND BEAM OR RONALD L. LACHER, P.E. q ADJACENT STRUCTURES.. CANTILEVER CONCRETE TODD L. LACHER, P.E. EXPANSIVE SOIL DETAILS IN NOT MET USE TABLE 1, SCHEDULE 'C'EFFER COLLINS,NADASI, P.E. � N.T.S.... 8 SKIMMER DETAIL N.T.s. g SECTION AT LIGHT N.T.S.... 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.s. 12 JEFFERY COLLINP.E. CHRIS BIEDENBACH, P.E. SHEET: STANDARD PLAN APPROVALS: p001 Ron Lacher, R.C.E. STANDARD POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. s THE 2013 CALIFORNIA BUILDING CODE et191I1eePltlg Anaheim, California 92807 STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114 100 Phone: (714) 630-6100 10ONC CHC13 COF' >:(HT i` I)=NECKING INC. -- -- - - - ---- - -------------- €..-�-r- PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FIUL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR CITY OF SAN JOSE SPECIAL NOTES DIFFERENTIAL. MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF SAN JOSE CUT -FILL TRANSITIONS. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS &CONFORM TO ASTM A615 GRADE 1. ENGINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY ONE OF 40 FOR 1f3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24'. MINIMUM THE FOLLOWING METHODS:A. A SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRING TO THE CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2'. APPROPRIATE DETAILS AND SCHEDULES. 3. (1) #4 BAR IIS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) 13 BARS, WITH B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION. THE EXCEPTION THAT IF 14 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM C. A STANDARD POOL PLAN WITH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO SPACING IS 1#4 BARS AT 18' O.C.. IDENTIFYING SCHEDULES AND DETAILS. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE 2. SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES WITH A MINIMUM SOIL EQUIVALENT GIVEN POINT IN THE POOL STRUCTURE. FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL (UNITED SOIL CLASSIFICATIONS GW, 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE GP, GM, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE OF 30 PCF, INSTALLED PRIOR TO PLACEMENT OF CONCRETE. NON -EXPANSIVE SOIL, MAY ONLY BE USED IF RECOMMENDED BY A SOILS ENGINEER. 6. SHOTCRETE (;GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE 3. OVER THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS 'SPECIAL A MINIMUM C*MPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, GEOLOGICAL HAZARD.' THE MASTER PLAN MIGHT BE USEABLE BASED ON THE FINDINGS OF SHOTCRETE (jGUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY THE GEOLOGIC AND GEOTECHNICAL REPORTS. REQUIREMENTS. 4. IN ACCORDANCE WITH CBC SECTION 180227, A SITE SPECIFIC SOILS INVESTIGATION MAY 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1. ACI 318 SECTION 3.2, ASTM C 150. BE REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E. OR F. 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. IO. ALL INTERIOR! SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT SURFACE. 11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER PERMIT #_, DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED BUTTE COUNTY DEVELOPMENT SERVICES 5 -FEET REVIEWED FOR OWNER CODE COMPLIANCE 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. DATE__4;- _ __ 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). SEE STRUCTURAL NOTE #1 SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. Q, RAISED BOND BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL �J NOTES HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6 NOTE: BOND BEAM PER TABLE9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, 6"-8"CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES SPA AIR -LINE NO. 1 & DETAIL #12. 2" ` 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL INTO SPA BOND c� ` r. aertx d ,-. na wnRr •'� -- -, 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. io I i MAY VARY TO COPYRIGHTED INC. PERMISSION FOR ANY COPIES OF SAID z , , € LEVEL TOP OF GUNITE �' BEAM. MAINTAIN X o -1 a e , (2) #3 X (4) #3 BARS MATERIALS, DRAWINGS, REPRESENTATIONS, ¢ �_ , W/ GROUIT &PLACE PER DETAIL #8 -1 - PROVIDE 2 1/2" 1" CLR. TO REINF. '° ` , BARS. ¢ DECKING i7 IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR ¢ I 6" M - 15 FELT OR 4 MIL �- ELECTRICAL 'J' BOX. CLR. BETWEEN # > COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY W I THICK X 3 BARS 1" MIN. CLR. VISQUEEN ON TOP. " = - PARALLEL BARS. n w ¢ # COPING 8" MIN. ABOVE DECK, WATER co ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE 13' 12" O.C. w AROUND ALL FINISH BOND BEAM W/ (4) #3 BARS DECKING. AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION €� SPA LIGHT PIPES #3 BARS 12" ;� E- UNE OR FLOOD UNE WHICH C EA. WAY. O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 & DETAIL #12. io TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PUN, EQ. EQ �C SKIMMER -E HAS READ & E., i j BOND BEAM PER TABLE NO. 1. UNDERSTA0 THE NDS ALL THE NOTES CKNOWLEDGES THAT HNCLUDED HEREIN. � -- x� ; . ..,., ` "` PLUMBING MAY BE LOCATED WATER WATER COVER. \\r�,» �? `� �, IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL REINFORCING PER DETAIL #10. 6" UNE' LAP UNE. (2) #3 BARS \�\ 2 1 2" MAINTAIN 1 CLR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C. NOT REQUIRED IF 6" MIN. MIN' p� l z ZCOMPACTED / CLR. UNDER VERTICAL BARS. 1:. :: U U CLEAR PROV1DED. - BEND �\� _ ' CLR. ¢ o J z 5" MIN. _. BOND �� " s. FlLLZ a N DRAWN BY: T.L.L. _ ;�� 1 o �, PRECAST COPING OR BRICK 24" MIN. LAP a AROUND ALL BEAM °D 9 CIRCULATION DRAINS: `� I"ic.. INTO SPA FLOOR #3 BARS UNDER z - - -- - - PROVIDE 2 ANTI -VORTEX SUCTION OUTLETS PER PUMP, OR POOL WALL. 0 12"O.C. 1. 1 L (2) #3 Z 14 - BAF I SKIMMER. �� a �FNp �L\N• o Q �...,__._ O1 #$ coPPER ,P 6 m For Use OnIV rte: ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY r :€ \A N �: (2) #3 BARS COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. GROUND WIRE �� o \9 ¢ a, I " _::... BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM - LAP INTO REINF. SECTION AT SKIMMER io �', w VENEER. 13d�3 OTC11aTCI BIOSSOffi Lane C.E.C. APPROVED` L / O „ BEND FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT. I ' FIXTURE �A - _ _ �, VERT. STEEL ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. LENS 1= i�` - - - - Chico, C ,y 45' OR 90'. pFESS 24" 6" RECESSED .� � L I f TILE POOL MIN. (2) #3 BARS MI . LIGHT t ..: �9�A J`' �� BOND BEAM PER SPA DETAILS - SPA DETAILS MAY BE USED N.T.S. % LAP EACH war - �Q°��.� TABLE No. 1. (-PLASTER �Y A. FOR SPAS WITHOUT POOLS. AROUND NICHE. 18' MIN. CLR'%!` LAP, TYP. �• h<vROCK OR BRICK NOTCH I C (UP) 4'-0' MIN. IMPERVIOUS DECK m APPROVED SEALANT - VERT. STEEL SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER I WOOD POST FROM #3 0 6" O.C. `� 10ATTACHED PATO COVER PERFOOT DRAIN 0 (2) #3 BARS. NOTES:5'-0" DEEP & BELOW. �_ MAX. DEAD +LIVE LOAD 2000 Ib. f o - L INSTALL N0. 8 COPPER GROUND HARE FROM LIGHT NICHE TO HORIZONTAL STEEL _j OR I I LEVEL TOP OF BOND BEAM OF CAIOF w X N L '[ NOTE: - = BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC ROCK ON BOND BEAM. M w - ,�, 3" CLR. 5" MIN. 3 BARS 0 12" O.C. TYP. M I I WITH GROUT &PLACE 15 M SATURATION PROVIDE CONTROL JOINTS 1 �-- CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER WIRE # L- # "' I I RECOMMENDED WHERE APPROPRIATE. TYPICAL. TYPICAL GALV. SIMPSON POST BASE. I I FELT OR 4 MIL VISQUEEN ON W o INTERIOR W/ APPROVED POTTING COMPOUND PER THE GEC T TOP OF BOND BEAM. STPLANaVAUD ONLY WITH WET PRIOR TO t` I, 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH NOTE: BOND PER ELECTRICAL & �� L --I POURING DECK. a EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. AMP ENGINEER'S SIGNATURE PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS IN RED INK ON PLAN. R 6" REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. 1..:1 MASTIC SEE ELECTRICAL AND FOR UGHIING FIXTURES U.L STANDARD 676. s CONC. DECKING. PLUMBING NOTE #2 REGARDING L- FOOTING RECOMMENDED OTHER EXP. MATERIAL CONCRETE SHALL 3 1/2" MIN' TI AUTHORIZED SIGNATURES: EQUIPOTENIIAL BONDING GRID FOR EXPANSIVE SOILS. NOT TOUCH COPING, BOND BEAM OR RONALD L. LACHER, P.E. q ADJACENT STRUCTURES.. CANTILEVER CONCRETE TODD L. LACHER, P.E. EXPANSIVE SOIL DETAILS IN NOT MET USE TABLE 1, SCHEDULE 'C'EFFER COLLINS,NADASI, P.E. � N.T.S.... 8 SKIMMER DETAIL N.T.s. g SECTION AT LIGHT N.T.S.... 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.s. 12 JEFFERY COLLINP.E. CHRIS BIEDENBACH, P.E. SHEET: STANDARD PLAN APPROVALS: p001 Ron Lacher, R.C.E. STANDARD POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. s THE 2013 CALIFORNIA BUILDING CODE et191I1eePltlg Anaheim, California 92807 STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114 100 Phone: (714) 630-6100 10ONC CHC13 COF' >:(HT i` I)=NECKING INC. -- -- - - - ---- - -------------- €..-�-r-