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Home My WebLink About2014 Lily Ctr CE11 D JUL 3 0 2015 CITY OF SANFORD BUILDING & FIRE PREVENTION BI'� PERMIT APPLICATION Application No: /�' 09 V'7_7 Documented Construction Value: $ Za AM . — Job Address: 2 0 1 yL_% \ y C n i t et 3.X7"7 I Historic District: Yes ❑ No Er Parcel ID: Zoning: Description of Work: /l� acl��c.i t n,,. �aY �Q`y\_C_�► T ccr S Plan Review Contact Person: 4eAeyl f A P y 1 jay Title: ® Un t2 4 - Phone: ()1 71o` ,�Fax:-mail: )(A " �rr(t v► n . "W1 Property Owner ropertyOwner Information Name &,r&d&1jjs, e.&4/� QQrCACrd Phone: 4b1 76/ 6'7715 L Street: 2b I �/ [ T (!y, S 2_77 / Resident of property? : pe -S City, State Zip: MA4vrd 0 3Z-77 Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: ArchitectlEngineer Information Name: Phone: Street: Fag: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Badding Permit1�/ Square Footage: I (look (D Construction Type: No. of Stories: 1 No. of Dwell' Units: Flood Zone: Electrical Plumbing G New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 a 4 [-L 10 00 4,-4 t� .a f i Is,.a .� 1 t,, � . C � • fir, , �"? — " i R ► Tf ,i 4. s e , I SCALE: _ �.' APPROVED BY DRAWN BY i DATE: i M„ w 1. 1 DRAWING NUMBER PMOMPAW RECORD COPY .f. 7m U . .. ... ..... � Fti - P4 --Z JL, 'js /j- 12�� P10f 11 ilx7 .f I ILI, � J - I L -W. -OP-- X� F- Panel Schedule AM Breaker Subtotal Leg one 119 Subtotal Leg two 113 NO. ISBA-17X22 REVISION 5F SANFORD s— )(.O\, #15'2477 I 2 SHOWER MIXING VALVES 1/2" 11 10 91OZ y Z 83A TANKLESS VTR HEATE COLD WTR SUPPLY 3/4" OUTSI1 PENETP W/c H 00 Ir 1/2" M47000M l41[IR11 NO. SOBA -17X22 d .N ,r 2' � I 3" VTR i r ;HER 11!2' I 2" ( C/o LA\j REVISION @FO 1 2477 r .. .. ....... REVI I RECORD COPY 0 6 a J. .. .. ....... REVI I RECORD COPY 0 6 a t N �t W E EXIST. 8' CMU WALL i I I i I ,', i I i�" CMU WALLS D. T14E CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF 301, CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRE BY 1 ! - II 1 -------- i I i -i ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE CHAPTER 5, SECTION 53 OF THE LATEST EDITION OF ACI 318. ---� '---------- ; ! i STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL 1 L--------_----- ----F------ i i I IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT D. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, HALL -J LJ IL J, ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE. CONFORMING TO ASTM A-615 GRADE 60. XISTING E. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS E. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. W.W.F. SHALL BE LAPPED AT _ -- T/GONG. SLAB INTERIOR WALLS T/CONC. SLAB OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT IS THE LEAST 6' AND CONTAIN AT LEAST (1) CROSS WIRE WITHIN THE V. CLOS. TO REMAIN (TYP.) GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE SUBCONTRACTORS REF. EL. 100'-0 REF. EL. 100'-0 ----- ------------------------- ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL F. FIBER -REINFORCED CONCRETE IS AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE BY AVOIDED WHENPLACING MATERIALS ON FLOORS O ROOFS. FABRIC.REINFORCED CONCRETE FIBERS SHALL BE I00 VIRGIN POLYPROPYLENE ------- XIST. XIST. FIBRILLATED FIBERS, AS MANUFACTURED BY F15ERMESH CO. (NO SUBSTITUTION CONC. SL ' CONC. SLA F. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF PERMITTED), APPLIED AT THE RATE OF 3.0 LBS. PER CY: QUANTITIES, LENGTHS OR FIT OF MATERIALS. BATH "1 OS ENTRY G. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE G. THE CONTRACTOR SHALL SUBMIT CONSTRUCTION JOINT LOCATIONS TO THE REQUIREMENTS FOR REINFORCED CONCRETE', ACI 318 LATEST EDITION, AND FIREPLACE STRUCTURAL ENGINEER FOR APPROVAL. CONSTRUCTION JOINTS EXPOSED TO EARTH 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', ACI 301. OR WEATHER SHALL BE WATERPROOFED PER THE SPECIFICATIONS EW 4" CONC. SLAB *3 5 CONCRETE EXIST. 15'_I H. ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE -EXIST. 8' A. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE A. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT CMU WALLCMU 48' WALL (2014), AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. (28) DAYS: 25' 3 31' EE DET. 6/S-2 SLAB ON GRADE, FOOTINGS, ELEVATED SLAB ............... 3000 PSI STEEL ITEMS NOT SHOWN HEREIN. DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. TYP. u B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONCRETE BEAMS ....................................... 3000 PSI ---- 8 CONTRACTOR, AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES CLOS. i i i i i i i i _ — c^,(— BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS CAST -IN-PLACE CONCRETE SHALL MEET THE FOLLOWING MATERIAL REQUIREMENTS: E.0.9. Ip BEFORE PROCEEDING WITH THE WORK. 1. CEMENT: USE DOMESTIC PORTLAND CEMENT T REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED 2. FINE AGGREGATE: CLEAN SAND EW 4" CONC. L �p C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE 3. COARSE AGGREGATE: CLEAN LIME STONE, SIZE 51, EXCEPT FOR FILL CELLS, BEDRM. 02 1 I ! BATH "2 1 I LAUNDRY I 1 KITCHEN I I DINING RM. SLAB ON GRADE COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE METHODS OF WHICH SHALL BE SIZE 6. L____� ! 1 i i 1 i i CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, REQUIRED, ISNOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE 4. NO CALCIUM CHLORIDE SHALL BE USED. oiI ntr77 ALL MEASURES NECESSARY TO PROTECT THE WORKMEN OR OTHER PERSONS DURING NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED OF ALL TOP BARS OF BEAMS AND AT SLAB EDGES, U.N.O. I� EXIST. NON-BEARING i N CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, B, ALL CONCRETE SHALL HAVE A SLUMP OF 4', PLUS OR MINUS I', AND HAVE 2% TO 4% EXIST. NON-BEARING i i '�.\ i i 4 CMU WALL r- — — — — — SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES. AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 4' CMU WALL i ! i ! I i �'' 1 i i ,,-EXIST. NON-BEARING m DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTION THEREOF, IS THE K. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO C CONCRETE MIX DESIGN SNALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI EXIST. 8' CMU WALL i I I i I ,', i I i�" CMU WALLS D. T14E CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF 301, CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRE BY 1 ! - II 1 -------- i I i -i ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE CHAPTER 5, SECTION 53 OF THE LATEST EDITION OF ACI 318. ---� '---------- ; ! i STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL 1 L--------_----- ----F------ i i I IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT D. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, HALL -J LJ IL J, ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE. CONFORMING TO ASTM A-615 GRADE 60. XISTING E. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS E. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. W.W.F. SHALL BE LAPPED AT _ -- T/GONG. SLAB INTERIOR WALLS T/CONC. SLAB OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT IS THE LEAST 6' AND CONTAIN AT LEAST (1) CROSS WIRE WITHIN THE V. CLOS. TO REMAIN (TYP.) GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE SUBCONTRACTORS REF. EL. 100'-0 REF. EL. 100'-0 ----- ------------------------- ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL F. FIBER -REINFORCED CONCRETE IS AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE BY AVOIDED WHENPLACING MATERIALS ON FLOORS O ROOFS. FABRIC.REINFORCED CONCRETE FIBERS SHALL BE I00 VIRGIN POLYPROPYLENE ------- XIST. XIST. FIBRILLATED FIBERS, AS MANUFACTURED BY F15ERMESH CO. (NO SUBSTITUTION CONC. SL ' CONC. SLA F. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF PERMITTED), APPLIED AT THE RATE OF 3.0 LBS. PER CY: QUANTITIES, LENGTHS OR FIT OF MATERIALS. BATH "1 OS ENTRY G. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE G. THE CONTRACTOR SHALL SUBMIT CONSTRUCTION JOINT LOCATIONS TO THE REQUIREMENTS FOR REINFORCED CONCRETE', ACI 318 LATEST EDITION, AND FIREPLACE STRUCTURAL ENGINEER FOR APPROVAL. CONSTRUCTION JOINTS EXPOSED TO EARTH 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', ACI 301. OR WEATHER SHALL BE WATERPROOFED PER THE SPECIFICATIONS j COLUMNS, BEAMS AND WALLS, UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. CMU WALL OVIOL I T L OI V NOTES .. 1� M. THE FOLLOWING MINIMUM CONCRETE COVER IS TO BE PROVIDED FOR REINFORCEMENT: Q � -� DEN -, A. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND �- DECK U U CONDITIONS AT THE SITE, INCLUDING, BUT NOT LIMITED TO, EXISTING PIPES, UTILITIES, 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. POWER LINES, ETC., AND SHALL NOTIFY THE OWNER OF DISCREPANCIES BETWEEN THE 2' CONCRETE EXPOSED TO EARTH OR WEATHER, 06 THROUGH 018 BARS. 4 I T/CON . SLAB T/GONG. SLAB - ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS, BEFORE 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER, 05 BAR AND SMALLER. g_2 I CJ REF. EL, 100'-OMV CJ REF. EL. 1001-0mv PROCEEDING WITH THE WORK. 1 1/2' CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE EW 41 CONC. 4EW 6' CONC. SLAB 0 PRIMARY REINF., TIES, STIRRUPS AND SPIRALS IN BEAMS AND COLUMNS. SLAB N GRADE VER EXIST. CONC. SLA cv 3/4' CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH FOR 5 F OU I V D 4 T I ONE) SLAVS, WALLS AND JOISTS, "II BAR AND SMALLER. A. THESE PARAMETERS HAVE BEEN ASSUMED FOR THIS SITE: N. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0' AROUND CORNERS OR CORNER T1�P S-2 1 BARS WITH 2'-0' A SNA PROVIDED. R L P LL BE PR DED S-2 SIM. ALLOWABLE SOIL BEARING PRESSURE ............ 2000 PSF ? 512 MODULUS OF SUB -GRADE, 'K' ..................... 150 PGI O. HORIZONTAL. KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN BEAMS, L — - — - _ — — — — — — — — — SUPPORTED SLABS AND WALL FOOTINGS, WITH A DEPTH OF 1 1/2' AND HEIGHT EQUAL t, "r B. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN TO ONE THIRD OF THE MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS STRUCTURAL AREAS SHALL BE INORGANIC, NON -PLASTIC GRANULAR SOIL (CLEAN THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON DRAWINGS. EXIST. 8' SANDS). THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT t0 EXCEED 12 INCHES CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS E.O.S. 4 CMU WALL 1 LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF 135% OF THE SOIL'S MODIFIED OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT. PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1551. U U IN-PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT BY AN EXPERIENCED P. CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL' (ACI PUBLICATION 1'-8 I/2' ENGINEERING TECHNICIAN TO VERIFY THAT THE REQUIRED DEGREE OF COMPACTION SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE. PORCH HAS BEEN ACHIEVED. A SOIL COMPACTION TEST SHALL BE PERFORMED IN EVERY T/CONC. SLAB SPREAD FOOTING PAD SUB -GRADE. Q. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE PER THE CARPORT CJ REF. EL. 100'-0 FOLLOWING TABLE, EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS C. CAUTION SHOU;_t) BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER �+ NEAR THE EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. THE MIDSPAN, U.N.O. D. SOIL PRESSURES IMPOSED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT EXCEED SPECIFIED ALLOWABLE, INCLUDING ALL SPECIFIED DEAD AND LIVE LOADS. E. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. F. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE, UNLESS NOTED OTHERWISE. U U 1 EW 4" CONC. SLAB *3 5 AND FILL OVER 11(o H. ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE EXIST. CONC. SLA 24' S-2 40' 48' TYP. H. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS FOR DETAILING REINFORCED CONCRETE STRUCTURES', AGI 315 LATEST EDITION, UNLESS 18' 25' 3 31' EE DET. 6/S-2 S-2 STEEL ITEMS NOT SHOWN HEREIN. DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. TYP. u J T/CONC. SLAB 8 CONTRACTOR, AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER BEDRM. "I LIVING RM. _ — c^,(— ' r- I. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH 1. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC., AS E.0.9. Ip pI O.S. REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED Z EW 4" CONC. L �p J. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE SITE PLAN. PRIOR TO PLACEMENT OF CONCRETE. K. SUBMIT WRITTEN REQUEST TO THE ARCHITECT FOR APPROVAL OF ANY PROPOSED J. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF .. o �o SLAB ON GRADE r - O H. ALL REQUIREMENTS FOR SITE PREP AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED, UNLESS ADDITIONAL, MORE STRINGENT REQUIREMENTS S. THE CONTRACTOR SHALL EMPLOY A TESTING LABORATORY TO PREPARE TEST CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, REQUIRED, ISNOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 1m oiI ntr77 {lf. • h wit I S)"P NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED OF ALL TOP BARS OF BEAMS AND AT SLAB EDGES, U.N.O. I� TDS12 C OS. ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER CYLINDERS REPRESENTING CONCRETE POURED EVERY DAY, (1) SET PER DAY, OR (1) WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. ANY UNAUTHORIZED r- — — — — — — — — — — — — — — — — — — -� FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE t0 THE CONTRACTOR. SET PER EACH 50 CUBIC YARDS POURED, MAXIMUM. THE TESTING LABORATORY DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTION THEREOF, IS THE K. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO 0-1/02/2015 SCALE: AS NOTED DRAWN: TECHNICIAN SHALL BE PRESENT AT THE BEGINNING OF EACH POUR. LABORATORY REPORT SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER, SHOWING STRENGTH OF APPROVED: RESPONSIBILITY OF THE CONTRACTOR. SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE JOB NO: 15-1(o1 SHEET Simi SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC -TIPPED OR STAINLESS STEEL. I.FY" CONCRETE AT (1) AND (28) DAYS. L. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN CJ SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. L. CONTRACTOR SHALL PROVIDE 3/4' CHAMFER ON ALL EXPOSED CORNERS OF j COLUMNS, BEAMS AND WALLS, UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. CMU WALL OVIOL I T L OI V NOTES .. 1� M. THE FOLLOWING MINIMUM CONCRETE COVER IS TO BE PROVIDED FOR REINFORCEMENT: Q � -� DEN -, A. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND �- DECK U U CONDITIONS AT THE SITE, INCLUDING, BUT NOT LIMITED TO, EXISTING PIPES, UTILITIES, 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. POWER LINES, ETC., AND SHALL NOTIFY THE OWNER OF DISCREPANCIES BETWEEN THE 2' CONCRETE EXPOSED TO EARTH OR WEATHER, 06 THROUGH 018 BARS. 4 I T/CON . SLAB T/GONG. SLAB - ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS, BEFORE 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER, 05 BAR AND SMALLER. g_2 I CJ REF. EL, 100'-OMV CJ REF. EL. 1001-0mv PROCEEDING WITH THE WORK. 1 1/2' CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE EW 41 CONC. 4EW 6' CONC. SLAB 0 PRIMARY REINF., TIES, STIRRUPS AND SPIRALS IN BEAMS AND COLUMNS. SLAB N GRADE VER EXIST. CONC. SLA cv 3/4' CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH FOR 5 F OU I V D 4 T I ONE) SLAVS, WALLS AND JOISTS, "II BAR AND SMALLER. A. THESE PARAMETERS HAVE BEEN ASSUMED FOR THIS SITE: N. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0' AROUND CORNERS OR CORNER T1�P S-2 1 BARS WITH 2'-0' A SNA PROVIDED. R L P LL BE PR DED S-2 SIM. ALLOWABLE SOIL BEARING PRESSURE ............ 2000 PSF ? 512 MODULUS OF SUB -GRADE, 'K' ..................... 150 PGI O. HORIZONTAL. KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN BEAMS, L — - — - _ — — — — — — — — — SUPPORTED SLABS AND WALL FOOTINGS, WITH A DEPTH OF 1 1/2' AND HEIGHT EQUAL t, "r B. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN TO ONE THIRD OF THE MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS STRUCTURAL AREAS SHALL BE INORGANIC, NON -PLASTIC GRANULAR SOIL (CLEAN THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON DRAWINGS. EXIST. 8' SANDS). THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT t0 EXCEED 12 INCHES CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS E.O.S. 4 CMU WALL 1 LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF 135% OF THE SOIL'S MODIFIED OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT. PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1551. U U IN-PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT BY AN EXPERIENCED P. CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL' (ACI PUBLICATION 1'-8 I/2' ENGINEERING TECHNICIAN TO VERIFY THAT THE REQUIRED DEGREE OF COMPACTION SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE. PORCH HAS BEEN ACHIEVED. A SOIL COMPACTION TEST SHALL BE PERFORMED IN EVERY T/CONC. SLAB SPREAD FOOTING PAD SUB -GRADE. Q. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE PER THE CARPORT CJ REF. EL. 100'-0 FOLLOWING TABLE, EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS C. CAUTION SHOU;_t) BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER �+ NEAR THE EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. THE MIDSPAN, U.N.O. D. SOIL PRESSURES IMPOSED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT EXCEED SPECIFIED ALLOWABLE, INCLUDING ALL SPECIFIED DEAD AND LIVE LOADS. E. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. F. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE, UNLESS NOTED OTHERWISE. U U 1 REINFORCING - LAP LENGTHS EW 4" CONC. SLAB *3 5 AND FILL OVER 11(o *1 EXIST. CONC. SLA 24' S-2 40' 48' TYP. BOT BAR 18' 25' 3 31' EE DET. 6/S-2 S-2 SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE 12" OR MORE OF CONCRETE PLACED BELOW THE BAR TYP. u J REINFORCING - LAP LENGTHS BAR SIZE *3 04 *5 11(o *1 TOP BAR • 24' 32' 40' 48' 56" BOT BAR 18' 25' 31" 31' 43' RECORD COPY E.O.S. 1 2 T. THE MAXIMUM SPACING OF SLAB CONTROL/CONSTRUCTION JOINTS SHALL BE AS SHOWN N;-2 TYP. S-2 TY 1T Ca eJ>"TZa IN THE FOLLOWING SCHEDULE (UNLESS NOTED OTHERWISE ON THE FOUNDATION PLANS): 15'-8 1/2' 22'-0' L2 REVIEWED FOR CODE COMPLIANCE - <ZA'S Pf.2r* % i " GA -S 21 S A,!> PLANS EXAMINER 4�TEc-to2S tz ��>� DATE PROPOSED FLOOR P1..4N 1 SCALE: 1/4'm 1'-0' �ANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A INCENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET AS!DE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE dUILC�,7,, 1 5 2 4 M' 1. L. � i w � c -t C-'ZR-� �`'w� � LoM•�`( b.� I Tt� 20 u, i l� t C. CONTROL JOINT SPACING SLAB THICKNESS (IN.) AGGREGATE SIZE LESS THAN 3/4" GREATER THAN 3/4' •• 4 IN. G. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL, 12 FT, 5 IN. 10 FT. TDSB 6 IN, 12 FT. UNLESS THE WALL IS FULLY BRACED BY THE CONTRACTOR FOR LATERAL PRESSURE. TOP BAR IS DEFINED AS ANY HORIZONTAL BAR WITH *# COARSE AGGREGATE IS SPECIFIED m U U d) ztaaww3 SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE 12" OR MORE OF CONCRETE PLACED BELOW THE BAR u J T/CONC. SLAB CONTRACTOR, AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER �cv REF. EL. 100'-0 _ — c^,(— �N� STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE R. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON -SHRINK TYPE, WITH A E.0.9. Ip pI O.S. SATISFACTION OF THE ARCHITECT. COMPRESSIVE STRENGTH OF At LEAST 6000 PSI IN (1) DAYS. V15ROPRUF 011, BY Z EW 4" CONC. L �p LAMBERT CORPORATION, OR ACCEPTED SUBSTITUTE. .. o �o SLAB ON GRADE r - O H. ALL REQUIREMENTS FOR SITE PREP AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED, UNLESS ADDITIONAL, MORE STRINGENT REQUIREMENTS S. THE CONTRACTOR SHALL EMPLOY A TESTING LABORATORY TO PREPARE TEST 1m oiI ntr77 {lf. • h wit I S)"P 07-02-2015 I� TDS12 ~1 ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER CYLINDERS REPRESENTING CONCRETE POURED EVERY DAY, (1) SET PER DAY, OR (1) r- — — — — — — — — — — — — — — — — — — -� FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE t0 THE CONTRACTOR. SET PER EACH 50 CUBIC YARDS POURED, MAXIMUM. THE TESTING LABORATORY DATE: 0-1/02/2015 SCALE: AS NOTED DRAWN: TECHNICIAN SHALL BE PRESENT AT THE BEGINNING OF EACH POUR. LABORATORY REPORT SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER, SHOWING STRENGTH OF APPROVED: RDD JOB NO: 15-1(o1 SHEET Simi CONCRETE AT (1) AND (28) DAYS. RECORD COPY E.O.S. 1 2 T. THE MAXIMUM SPACING OF SLAB CONTROL/CONSTRUCTION JOINTS SHALL BE AS SHOWN N;-2 TYP. S-2 TY 1T Ca eJ>"TZa IN THE FOLLOWING SCHEDULE (UNLESS NOTED OTHERWISE ON THE FOUNDATION PLANS): 15'-8 1/2' 22'-0' L2 REVIEWED FOR CODE COMPLIANCE - <ZA'S Pf.2r* % i " GA -S 21 S A,!> PLANS EXAMINER 4�TEc-to2S tz ��>� DATE PROPOSED FLOOR P1..4N 1 SCALE: 1/4'm 1'-0' �ANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A INCENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET AS!DE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE dUILC�,7,, 1 5 2 4 M' 1. L. � i w � c -t C-'ZR-� �`'w� � LoM•�`( b.� I Tt� 20 u, i l� t C. CONTROL JOINT SPACING SLAB THICKNESS (IN.) AGGREGATE SIZE LESS THAN 3/4" GREATER THAN 3/4' •• 4 IN. 8 FT. 12 FT, 5 IN. 10 FT. 13 FT. 6 IN, 12 FT. 15 FT. *# COARSE AGGREGATE IS SPECIFIED THE MAXIMUM ASPECT RATIO (L/W) FOR CONTROL/CONSTRUCTION JOINTS SHALL BE 1.25. V � w Q; Z Uo DC7 uj Lu N M �MNN�� pA s 004 zLLj ztaaww3 Z Lu u w•a Lm W o �N� o Z a WrrTT .. o �o O x ntr77 {lf. • h wit I S)"P 07-02-2015 RONALD FL. FROF. D. DEVLEN P.E. REG. NO. 49782 REVISIONS DATE: 0-1/02/2015 SCALE: AS NOTED DRAWN: SAB APPROVED: RDD JOB NO: 15-1(o1 SHEET Simi w Q� U 0 zz N en j Q�NN w �wMM�W O C z Q Z o �aaww� Z W u LU a Not Valid - i h t 5 rte 'ig tur 07-02-2015 RONALD D. DEVLEN P.E. FL. PROF. REG. NO. 49782 y REVISIONS w 0 W� Way; chS to y ti 4 W VAS W DATE: 01/02/2015 W4 SCALE: AS NOTED o � W wFw BRAWN: 0 Oy� 4W SAB 4PPROVED: RDD JOB NO: o � 15-161 z�m a aaa SHEET y 4 S-2 0 ZQ� �o A�R W HH; 6Ui� fj�� #-2477 Entry Lighting load watts article 1,600 Ft.Sq @ 3 watts per Ft.Sq Lighting load 4800 220-3(a) 220-16(a) 220-16(b) 220-16(a) 2 Small appliance load ( minimum two) @ 1,500 watts each 3000 1 Laundry circuits ( minimum one) @ 1,300 watts each 1500 1 jadditional small appliance circuit @ 1,500 watts each 1500 Lighting load subtotal 10800 First 3000 watts @ 100% 3000 Table m ; Remainder ( 7800) 35% 2730 220-11 - —--.__ Lighting Load Total 5730 Appliance load 220-17� l - 1 Garbage disposal 600 Pan,! Schedule . 1 Microwave/hood 1500