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DRAWINGSGEN EftAL_ CONSTRUCTION NOTES 1. DO NOT SCALE DRAWINGS. THE CONTR,4C TOR 314ALL VERIFY ;ALL aMENSIONS PRIOR TO WORK PERFORMED. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL ACTUAL FIELD CONDITIONS AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES, CONFLICTS AND/OR UNFORESEEN CONDITIONS. ANY UNFORESEEN CONDITION THAT AFFECTS THE PROGRESS OF THE-WORK8HALL--BE:HE-PO'PTED]V.MEDIATELY TO THE ARCHITECT FOR REVIEW. 3. AT LOCATIONS WHERE FLOORS, WALLS, PARTITIONS, PLUMBING FrXTURES, CABINET WORK, ETC. ARE TO BE REMOVED, SURFACES THAT ARE TO REMAIN SHALL BE REPAIRED AND PATCHED TO MATCH EXISTING ADJACENT SURFACES. 4. WHERE REQUIRED FOR NEW WORK, PREPARE EXISTING CONDITIONS TO RECEIVE NEW WORK. ANY NEW WORK MUST MATCH ADJACENT CONDITIONS, UNLESS OTHERWISE NOTED (U.O.N.). 5. ALL PENETRATIONS THROUGH SMOKE BARRIERS AND/OR FIRE RATED FLOORS, CEILINGS, AND WALLS, ETC. SHALL BE CAULKED, SEALED AND/OR JOINT PACKED WITH APPROVED FIRE PROOFING MATERIAL TO MAINTAIN INTEGRITY OF BOTH FIRE AND/OR SMOKE BARRIERS 6. ANY DISRUPTION IN CONTINUITY OF BUILDING SERVICES SHALL BE COORDINATED WITH THE OWNER. CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL BUILING SYSTEMS INSIDE SCOPE OF WORK DURING CONSTRUCTION 7. CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE LAWS, CODES, REGULATIONS, AND BEST STANDARDS OF SAFETY. 8. CONTRACTOR SHALL COORDINATE STAGING AREA WITH OWNER. 9. DIMENSIONS SHOWN ON FLOOR PLANS ARE FACE OF FINISH TO FACE OF FINISH UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY AND COORDINATE CLEAR DIMENSIONS REQUIRED FOR ALL MATERIALS, EQUIPMENT, ETC. WHICH IS TO BE LOCATED WITHIN OR ADJACENT TO WALLS. 10. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 11. CONTRACTOR IS TO MAINTAIN SAFE PATH OF EGRESS FOR ALL BUILDING OCCUPANTS DURING PHASES OF CONSTRUCTION. 12. CONTRACTOR SHALL CLEAR PROJECT SITE OF ALL TRASH, RUBBISH, AND DEBRIS DAILY. DISPOSE OF ALL WASTE MATERIAL IN A LEGAL MANNER. CONTRACTOR SHALL SUPPLY HIS OWN DUMPSTER AT LOCATION AS DIRECTED BY OWNER. 13. SMOKING WITHIN THE BUILDING AND SITE IS PROHIBITED. MATERIALS (U.O.N. ON PLANS) 1. CONCRETE: STRUCTURAL CONCRETE SHALL CONFORM TO ACI -301. FOR FOOTINGS, TIE BEAMS, COLUMNS, BEAMS, AND ELEVATED SLABS SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. FOR SLAB ON GRADE SHALL BE 2500 PSI. 2. STEEL REINFORCEMENT: SHALL CONFORM TO ASTM A615, GRADE 60, fy = 60,000 PSI. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. 3. MASONRY: HOLLOW MASONRY UNITS OF CONCRETE, f'm = 1,500 PSI, SHALL COMPLY ASTM C 55, ASTM C 73, ASTM C 90 AND ASTM C 744. GROUT SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. ASTM C 476. MORTAR TYPE M: SHALL COMPLY WITH ASTM C 270. 4. STRUCTURAL STEEL: ANGLES, W SHAPE, CHANNELS, PLATES, PIPES, AND STRUCTURAL TEES: fy = 36 KSI CONFORM TO ASTM A36. STRUCTURAL TUBING: fy = 46 KSI CONFORM TO ASTM A 500. BOLTS SHALL CONFORM TO ASTM A 325, WITH HARDENED WASHERS AND HEX NUTS. WELDING E-70XX. 5. WOOD: ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE No. 2 OR BETTER. fb = 1,500 PSI (MINIMUM), AND YOUNG'S MODULUS E = 1,500,000 PSI. VICINITY MAP SATELLITE IMAGE APPLICABLE CODES ALL CODES TO BE INDICATED AS LATEST EDITIONS: 1. FLORIDA BUILDING CODE 2014 (5TH EDITION). 2. FLORIDA EXISTING BUILDING CODE 2014 (5TH EDITION) EXISTING. 3. A.C.I. 318-02 FOR REINFORCED CONCRETE. 4. A.S.T.M. STANDARDS AND SPECIFICATIONS. AMERICAN SOCIETY FOR TESTING AND MATERIALS. 5. NATIONAL PEST CONTROL ASSOCIATION STANDARDS. 6. FLORIDA ACCESSIBILITY CODE 2014 (5TH EDITION). 7. INSTITUTE OF INSPECTION, CLEANING AND RESTORATION CERTIFICATION (IICRC) 8. NATIONAL FIRE PROTECTION AGENCY 9. APPLICABLE COUNTY AND/OR LOCAL JURISDICTION AMENDMENTS 1. WIND: WIND NET UPLIFT, AS INDICATED HEREIN ON PLANS, ARE BASED ON GROSS UPLIFT LESS 10 PSF ( DEAD LOAD) PER COMPONENTS AND CLADDING ON ZONES 1 AND 2. VELOCITY PRESSURE, qh = 0.00256*Kz*kzt*Kd*V^2*1 = 36.20 PSF COMPONENTS & CLADDING, P= gh[GCp- GCpi] ......walls & roof ROOF COMPONENT PRESSURES WALL COMPONENT PRESSURES ZONE 2 -66.63 PSF ZONE 4 -44.23 PSF ZONE 3 -68.06 PSF ZONE 5 -52.99 PSF ZONE 2H -79.65 PSF ZONE 3H -133.96 PSF MEAN ROOF HEIGHT 15'-0" BASIC WIND VELOCITY 170 MPH RISK CATEGORY II EXPOSURE C IMPORTANCE FACTOR: 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT: +/-0.18. CONSTRUCTION TYPE V(B) 2. ROOF DESIGN LOADS: DEAD LOAD (SYSTEM WEIGHT): 10 PSF BOTTOM CHORD DEAD LOAD: 10 PSF TOTAL DEAD LOADS: 20 PSF TOTAL LIVE LOADS: 30 PSF 3. TOTAL DECK LIVE LOAD 40 PSF 4. FOR OTHER LOADS SEE PLANS. OWNER: Brenda Lee Kanthan Rev Trust 5290 Nesting Way, Delray Beach, FL 33484 GENERAL CONTRACTOR: (Same as owner) 4.FOUNDATION: 1. As per visual inspection soil conditions at this site are sand and rock with a minimum bearing capacity of 2500 PSF. Should other conditions or materials be encountered, the Architect/Engineer shall be notified prior to proceeding with the work. The Architect/Engineer shall supply a letter attesting that the site has been observed and the foundation conditions are similar to those upon which the design is based on. Refer to FBC 2014 (5th Edition). 2. The subsurface soil profiles at this project site shall be improved by properly programmed applications of dynamic precompression treatment or a similar acceptable technique. To be implemented under the direction of a qualified Geotechnical Engineer, as to achieve the required degree of improvement and design soil bearing capacity. 3. The Geotechnical Engineer responsible for the ground applications and shall issue professional certification attesting to the satisfactory foundation soil conditions and the achievement of the design bearing value before any construction operation is allowed to start. 4. Prior to construction provide termite protection treatment to soil. A Certificate of Compliance shall be issued to the Building Department by the Licensed Pest Control Company that contains the following statement: " The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services." 5. The area under foundations and slab on ground shall have all vegetation, stumps, roots, and foreign materials removed prior to their construction. 6. Compact interior fill to 95% of modified proctor maximum dry density as per ASTM at optimum moisture content and compacted and tested in lifts not to exceed 12 in. 7. Excavations for foundations shall be backfilled with soil, which is free of organic material, construction debris, and large rocks. 8. Fill supporting such slabs shall be compacted under the supervision of a special inspector to a minimum of 95% of maximum dry density for all layers, as verified by field density tests. PROJECT TEAM ARCHITECT: Kanthan Design Corporation 8206 Bergen Peak Terrace, Boynton Beach, FL 33473 Ph: (561) 900-4815 GOVERNING "MUNICIPALITY: City of Boynton Beach Building Department 100 E. Boynton Beach Blvd, Boynton Beach, FL 33425 Ph: (561) 742-6000 DRAWING LIST ARCHITECTURAL G-001 Cover Sheet, Data & Location Map SP -101 Demolition Site Plan SP -102 Site Plan Palm Beach County Property Appraiser County Governmental Center 301 North Olive Avenue, West Palm Beach, FL 33401 Ph: (561) 355-2866 GOVERNING MUNICIPALITY.- City UNICIPALITY: City of Boynton Beach Planning & Zoning Department 100 E. Boynton Beach Blvd, Boynton Beach, FL 33425 Ph: (561) 742-6000 GENERAL NOTES THE DRAWINGS ARE SCOPE DOCUMENTS, WHICH INDICATE THE GENERAL SCOPE OF WORK, AND AS SUCH DO NOT NECESSARILY DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE WORK. CONTRACTOR IS TO FURNISH AND INSTALL ALL ITEMS REQUIRED FOR THE PROPER COMPLETION OF ITS WORK WITHOUT ADJUSTMENT TO THE CONTRACT AMOUNT UNLESS SCOPE CHANGES FROM THAT INDICATED ON THE DRAWINGS. IN THE EVENT OF A CONFLICT WITHIN OR AMOUNG THE CONTRACT DOCUMENTS, THAT DOCUMENT PLACING THE GREATEST BURDEN UPON THE CONTRACTOR SHALL GOVERN. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, REPORTING ANY ERROR, INCONSISTENCY, OR OMISSION HE MAY DISCOVERY TO THE ARCHITECT CALL 48 HOURS BEFORE YOU DIG IN FLORIDA1 ITS THE LAW! �J DIAL 811 'y SUNSHINE STATE ONE CALL OF FLORIDA, INC. 104 P00011-12"JID,11 ��llx THE SCOPE OF WORK IS A NEW DECK ADDITION TO AN EXISTING 1 -STORY SINGLE-FAMILY RESIDENCE. WORK IS SPECIFIED AS PER PLANS. I M01,0011 Tniw,� -, Ion LOCATION ADDRESS: 631 POTTER ROAD, BOYNTON BEACH, FL 33435 PROPERTY OWNER: BRENDA LEE VASOS REVOCABLE TRUST A.K.A. BRENDA LEE KANTHAN REVOCABLE TRUST PARCEL CONTROL NUMBER: 08-43-45-15-02-000-0780 ZONING DISTRICT: R1AA - SINGLE FAMILY (CITY OF BOYNTON BEACH) LEGAL DESCRIPTION: LOTS 78, 79 AND 80 LAKESIDE GARDENS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 57, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SITE DATA: LOT SIZE: 75.0'x 156.00'= 11,700 S.F. or +/- 0.2686 acres AREA CALCULATIONS: EXISTING GROUND FLOOR AREA: +/- 840 S.F. OPEN PORCH DESIGN CRITERIA AND LOADS 99 S.F 1. WIND: WIND NET UPLIFT, AS INDICATED HEREIN ON PLANS, ARE BASED ON GROSS UPLIFT LESS 10 PSF ( DEAD LOAD) PER COMPONENTS AND CLADDING ON ZONES 1 AND 2. VELOCITY PRESSURE, qh = 0.00256*Kz*kzt*Kd*V^2*1 = 36.20 PSF COMPONENTS & CLADDING, P= gh[GCp- GCpi] ......walls & roof ROOF COMPONENT PRESSURES WALL COMPONENT PRESSURES ZONE 2 -66.63 PSF ZONE 4 -44.23 PSF ZONE 3 -68.06 PSF ZONE 5 -52.99 PSF ZONE 2H -79.65 PSF ZONE 3H -133.96 PSF MEAN ROOF HEIGHT 15'-0" BASIC WIND VELOCITY 170 MPH RISK CATEGORY II EXPOSURE C IMPORTANCE FACTOR: 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT: +/-0.18. CONSTRUCTION TYPE V(B) 2. ROOF DESIGN LOADS: DEAD LOAD (SYSTEM WEIGHT): 10 PSF BOTTOM CHORD DEAD LOAD: 10 PSF TOTAL DEAD LOADS: 20 PSF TOTAL LIVE LOADS: 30 PSF 3. TOTAL DECK LIVE LOAD 40 PSF 4. FOR OTHER LOADS SEE PLANS. OWNER: Brenda Lee Kanthan Rev Trust 5290 Nesting Way, Delray Beach, FL 33484 GENERAL CONTRACTOR: (Same as owner) 4.FOUNDATION: 1. As per visual inspection soil conditions at this site are sand and rock with a minimum bearing capacity of 2500 PSF. Should other conditions or materials be encountered, the Architect/Engineer shall be notified prior to proceeding with the work. The Architect/Engineer shall supply a letter attesting that the site has been observed and the foundation conditions are similar to those upon which the design is based on. Refer to FBC 2014 (5th Edition). 2. The subsurface soil profiles at this project site shall be improved by properly programmed applications of dynamic precompression treatment or a similar acceptable technique. To be implemented under the direction of a qualified Geotechnical Engineer, as to achieve the required degree of improvement and design soil bearing capacity. 3. The Geotechnical Engineer responsible for the ground applications and shall issue professional certification attesting to the satisfactory foundation soil conditions and the achievement of the design bearing value before any construction operation is allowed to start. 4. Prior to construction provide termite protection treatment to soil. A Certificate of Compliance shall be issued to the Building Department by the Licensed Pest Control Company that contains the following statement: " The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services." 5. The area under foundations and slab on ground shall have all vegetation, stumps, roots, and foreign materials removed prior to their construction. 6. Compact interior fill to 95% of modified proctor maximum dry density as per ASTM at optimum moisture content and compacted and tested in lifts not to exceed 12 in. 7. Excavations for foundations shall be backfilled with soil, which is free of organic material, construction debris, and large rocks. 8. Fill supporting such slabs shall be compacted under the supervision of a special inspector to a minimum of 95% of maximum dry density for all layers, as verified by field density tests. PROJECT TEAM ARCHITECT: Kanthan Design Corporation 8206 Bergen Peak Terrace, Boynton Beach, FL 33473 Ph: (561) 900-4815 GOVERNING "MUNICIPALITY: City of Boynton Beach Building Department 100 E. Boynton Beach Blvd, Boynton Beach, FL 33425 Ph: (561) 742-6000 DRAWING LIST ARCHITECTURAL G-001 Cover Sheet, Data & Location Map SP -101 Demolition Site Plan SP -102 Site Plan Palm Beach County Property Appraiser County Governmental Center 301 North Olive Avenue, West Palm Beach, FL 33401 Ph: (561) 355-2866 GOVERNING MUNICIPALITY.- City UNICIPALITY: City of Boynton Beach Planning & Zoning Department 100 E. Boynton Beach Blvd, Boynton Beach, FL 33425 Ph: (561) 742-6000 GENERAL NOTES THE DRAWINGS ARE SCOPE DOCUMENTS, WHICH INDICATE THE GENERAL SCOPE OF WORK, AND AS SUCH DO NOT NECESSARILY DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE WORK. CONTRACTOR IS TO FURNISH AND INSTALL ALL ITEMS REQUIRED FOR THE PROPER COMPLETION OF ITS WORK WITHOUT ADJUSTMENT TO THE CONTRACT AMOUNT UNLESS SCOPE CHANGES FROM THAT INDICATED ON THE DRAWINGS. IN THE EVENT OF A CONFLICT WITHIN OR AMOUNG THE CONTRACT DOCUMENTS, THAT DOCUMENT PLACING THE GREATEST BURDEN UPON THE CONTRACTOR SHALL GOVERN. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, REPORTING ANY ERROR, INCONSISTENCY, OR OMISSION HE MAY DISCOVERY TO THE ARCHITECT CALL 48 HOURS BEFORE YOU DIG IN FLORIDA1 ITS THE LAW! �J DIAL 811 'y SUNSHINE STATE ONE CALL OF FLORIDA, INC. 104 P00011-12"JID,11 ��llx THE SCOPE OF WORK IS A NEW DECK ADDITION TO AN EXISTING 1 -STORY SINGLE-FAMILY RESIDENCE. WORK IS SPECIFIED AS PER PLANS. I M01,0011 Tniw,� -, Ion LOCATION ADDRESS: 631 POTTER ROAD, BOYNTON BEACH, FL 33435 PROPERTY OWNER: BRENDA LEE VASOS REVOCABLE TRUST A.K.A. BRENDA LEE KANTHAN REVOCABLE TRUST PARCEL CONTROL NUMBER: 08-43-45-15-02-000-0780 ZONING DISTRICT: R1AA - SINGLE FAMILY (CITY OF BOYNTON BEACH) LEGAL DESCRIPTION: LOTS 78, 79 AND 80 LAKESIDE GARDENS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 57, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SITE DATA: LOT SIZE: 75.0'x 156.00'= 11,700 S.F. or +/- 0.2686 acres AREA CALCULATIONS: EXISTING GROUND FLOOR AREA: +/- 840 S.F. OPEN PORCH +/- 99 S.F OPEN PORCH +/- 99 S.F PROPOSED Architect of Record: Supradheep L. Kanthan PORCH ADDITION +/- 830 S.F. TOTAL COVERED HOUSE: +/- 830 S.F. s Kanthan Design Corporation M26003242 ,tee . E' Architect of Record: Supradheep L. Kanthan 8206 Bergen Peak Terrace, Boynton Beach, FL 33473 FL# AR98097 Phone: (561) 900-4815 www. kanthandesig n. com O ■ 4*111111 LO O ILL � U 0 N 0 m � CY) OQ � m 4� Revisions Kanthan Design Corporation M26003242 ,tee . E' Architect of Record: Supradheep L. Kanthan 8206 Bergen Peak Terrace, Boynton Beach, FL 33473 FL# AR98097 Phone: (561) 900-4815 www. kanthandesig n. com O ■ 4*111111 LO O ILL � U 0 N 0 m � CY) OQ � m 4� Revisions The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains with Kanthan Design Corporation. Project Number 15055 IdElk ffm U111111111111110001 Sheet © 2016 by Kanthan Design Corporation. All rights reserved. This document, or any part thereof, may not be reproduced in any manner whatsoever without written permission by Kanthan Design Corporation. REMOVE EXISTING ASPHALT DRIVEWAY (TYPICAL OF ALL) I I REMOVE EXISTING WALK AN EXISTING SOD AREA I (D O WN4 �J = M O' -nO I 3 a Z3 CD I 7 N Ul O O O M 00 _C -0 r CD v, G) 17- 00 M 00rn C7 � �m O 156.00' Co 4C/) Co nM m rn N F I U O O 00 O 77'-3" � I 20'-0" REAR SETBACK REMOVE EXISTING ASPHALT F F DRIVEWAY (TYPICAL OF ALL) O O 01 �® 'DECK ! O GVD) _ \\\\ I O M o D M 07 nm = 7\ 156.00' � 1 1 O U Oo O i O O EXISTING/DEMOLITION SITE PLAN Scale: 1/8" = V-011 a Kanthan Design Corporation M26003242 Revisions Project O Number 150-551 The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. L proprietary information and title remains with Kanthan Design Corporation. CY) cTJ O J _Q) U co U O � m 00-)Q0.2 m Revisions Project Number 150-551 The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains with Kanthan Design Corporation. Sheet © 2016 by Kanthan Design Corporation. All rights reserved. This document, or any part thereof, may not be reproduced in any manner whatsoever without written permission by Kanthan Design Corporation. Number 150-551 Sheet © 2016 by Kanthan Design Corporation. All rights reserved. This document, or any part thereof, may not be reproduced in any manner whatsoever without written permission by Kanthan Design Corporation. Pavers 1" comp. mas. sand base - Compacted sub grade . Ul 3 Q O Scale: 1/8" = 11.011 VM N.T.S. 0 0 --i 0 0 Kanthan Design Corporation AA26003242 Revisions O *r The use of these specifications and plans shall LO which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain CI' Kanthan Design Corporation. Q0 J U O Q) D .2 0 ca m a� Revisions The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains with Kanthan Design Corporation. Project '1 5055 Number ISP=1 02 Sheet © 2016 by Kanthan Design Corporation. All rights reserved. This document, or any part thereof, may not be reproduced in any manner whatsoever without written permission by Kanthan Design Corporation. GENERAL CONSTRUCTION NOTES 1. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL ACTUAL FIELD CONDITIONS AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES, CONFLICTS AND/OR UNFORESEEN CONDITIONS. ANY UNFORESEEN CONDITION THAT AFFECTS THE PROGRESS OF THE WORK SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR REVIEW. 3. AT LOCATIONS WHERE FLOORS, WALLS, PARTITIONS, PLUMBING FIXTURES, CABINET WORK, ETC. ARE TO BE REMOVED, SURFACES THAT ARE TO REMAIN SHALL BE REPAIRED AND PATCHED TO MATCH EXISTING ADJACENT SURFACES. 4. WHERE REQUIRED FOR NEW WORK, PREPARE EXISTING CONDITIONS TO RECEIVE NEW WORK. ANY NEW WORK MUST MATCH ADJACENT CONDITIONS, UNLESS OTHERWISE NOTED (U.O.N.). 5. ALL PENETRATIONS THROUGH SMOKE BARRIERS AND/OR FIRE RATED FLOORS, CEILINGS, AND WALLS, ETC. SHALL BE CAULKED, SEALED AND/OR JOINT PACKED WITH APPROVED FIRE PROOFING MATERIAL TO MAINTAIN INTEGRITY OF BOTH FIRE AND/OR SMOKE BARRIERS 6. ANY DISRUPTION IN CONTINUITY OF BUILDING SERVICES SHALL BE COORDINATED WITH THE OWNER. CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL BOILING SYSTEMS INSIDE SCOPE OF WORK DURING CONSTRUCTION 7. CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE LAWS, CODES, REGULATIONS, AND BEST STANDARDS OF SAFETY. 8. CONTRACTOR SHALL COORDINATE STAGING AREA WITH OWNER. 9. DIMENSIONS SHOWN ON FLOOR PLANS ARE FACE OF FINISH TO FACE OF FINISH UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY AND COORDINATE CLEAR DIMENSIONS REQUIRED FOR ALL MATERIALS, EQUIPMENT, ETC. WHICH IS TO BE LOCATED WITHIN OR ADJACENT TO WALLS. 10. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 11. CONTRACTOR IS TO MAINTAIN SAFE PATH OF EGRESS FOR ALL BUILDING OCCUPANTS DURING PHASES OF CONSTRUCTION. 12. CONTRACTOR SHALL CLEAR PROJECT SITE OF ALL TRASH, RUBBISH, AND DEBRIS DAILY. DISPOSE OF ALL WASTE MATERIAL IN A LEGAL MANNER. CONTRACTOR SHALL SUPPLY HIS OWN DUMPSTER AT LOCATION AS DIRECTED BY OWNER. 13. SMOKING WITHIN THE BUILDING AND SITE IS PROHIBITED. I MATERIALS (U.O.N. ON PLANS) I 0 O r r 0 r 0 CV co N O 0 CIO 70 0 <z a� 4- 0 n LO LO cr- LCA 0 n z 0 rr L CU -lam ^^0 n r CY) Q0 L0 Ln O LC) r 0 U_ V LO C) C\1 n 1. CONCRETE: STRUCTURAL CONCRETE SHALL CONFORM TO ACI -301. FOR FOOTINGS, TIE BEAMS, COLUMNS, BEAMS, AND ELEVATED SLABS SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. FOR SLAB ON GRADE SHALL BE 2500 PSI. 2. STEEL REINFORCEMENT: DESIGN CRITERIA AND LOADS �TiT11►I] WIND NET UPLIFT, AS INDICATED HEREIN ON PLANS, ARE BASED ON GROSS UPLIFT LESS 10 PSF ( DEAD LOAD) PER COMPONENTS AND CLADDING ON ZONES 1 AND 2. VELOCITY PRESSURE, qh = 0.00256*Kz*kzt*Kd*V ^ 2*1 = 36.20 PSF COMPONENTS & CLADDING, P= gh[GCp- GCpi] ......walls & roof ROOF COMPONENT PRESSURES WALL COMPONENT PRESSURES ZONE 2 -66.63 PSF ZONE 4 -44.23 PSF ZONE 3 -68.06 PSF ZONE 5 -52.99 PSF ZONE 2H -79.65 PSF ZONE 3H -133.96 PSF MEAN ROOF HEIGHT 15'-0" BASIC WIND VELOCITY 170 MPH RISK CATEGORY 11 EXPOSURE C IMPORTANCE FACTOR: 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT: +/-0.18. CONSTRUCTION TYPE V(B) 2. ROOF DESIGN LOADS: DEAD LOAD (SYSTEM WEIGHT): 10 PSF BOTTOM CHORD DEAD LOAD: 10 PSF TOTAL DEAD LOADS: 20 PSF A O 30 PSF 3. TOTAL DECK LIVE LOAD 40 PSF 0 4. OT LO E OWNER: SHALL CONFORM TO ASTM A615, GRADE 60, fy = 60,000 PSI. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. Brenda Lee Kanthan Rev Trust 3. MASONRY: 5290 Nesting Way, Delray Beach, FL 33484 HOLLOW MASONRY UNITS OF CONCRETE, f'm = 1,500 PSI, SHALL COMPLY ASTM C 55, ASTM C 73, ASTM C 90 AND ASTM C 744. GROUT SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. ASTM C 476. MORTAR TYPE M: SHALL COMPLY WITH ASTM C 270. 4. STRUCTURAL STEEL: ANGLES, W SHAPE, CHANNELS, PLATES, PIPES, AND STRUCTURAL TEES: fy = 36 KSI CONFORM TO ASTM A36. STRUCTURAL TUBING: fy = 46 KSI CONFORM TO ASTM A 500. BOLTS SHALL CONFORM TO ASTM A 325, WITH HARDENED WASHERS AND HEX NUTS, WELDiNG E-7oxx GENERAL CONTRACTOR: 5. WOOD: (Same as owner) ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE No. 2 OR BETTER. fb = 1,500 PSI (MINIMUM), AND YOUNG'S MODULUS E = 1,500,000 PSI. VICINITY MAP SATELLITE IMAGE APPLICABLE CODES ALL CODES TO BE INDICATED AS LATEST EDITIONS: 1. FLORIDA BUILDING CODE 2014 (5TH EDITION). 2. FLORIDA EXISTING BUILDING'CODE 2014 (5TH EDITION) EXISTING. 3. A.C.I. 318-02 FOR REINFORCED CONCRETE. 4. A.S.T.M. STANDARDS AND SPECIFICATIONS. AMERICAN SOCIETY FOR TESTING AND MATERIALS. 5. NATIONAL PEST CONTROL ASSOCIATION STANDARDS. 6. FLORIDA ACCESSIBILITY CODE 2014 (5TH EDITION). 7. INSTITUTE OF INSPECTION, CLEANING AND RESTORATION CERTIFICATION (IICRC) 8. NATIONAL FIRE PROTECTION PGENCY 9. APPLICABLE COUNTY AND/OR LOCAL JURISDICTION AMENDMENTS 4.FOUNDATION: 1. As per visual inspection soil conditions at this site are sand and rock with a minimum bearing capacity of 2500 PSF. Should other conditions or materials be encountered, the Architect/Engineer shall be notified prior to proceeding with the work. The Architect/Engineer shall supply a letter attesting that the site has been observed and the foundation conditions are similar to those upon which the design is based on. Refer to FBC 2014 (5th Edition). 2. The subsurface soil profiles at this project site shall be improved by properly programmed applications of dynamic precompression treatment or a similar acceptable technique. To be implemented under the direction of a qualified Geotechnical Engineer, as to achieve the required degree of improvement and design soil bearing capacity. 3. The Geotechnical Engineer responsible for the ground applications and shall issue professional certification attesting to the satisfactory foundation soil conditions and the achievement of the design bearing value before any construction operation is allowed to start. 4. Prior to construction provide termite protection treatment to soil. A Certificate of Compliance shall be issued to the Building Department by the Licensed Pest Control Company that contains the following statement: " The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services." 5. The area under foundations and slab on ground shall have all vegetation, stumps, roots, and foreign materials removed prior to their construction. 6. Compact interior fill to 95% of modified proctor maximum dry density as per ASTM at optimum moisture content and compacted and tested in lifts not to exceed 12 in. 7. Excavations for foundations shall be backfilled with soil, which is free of organic material, construction debris, and large rocks. 8. Fill supporting such slabs shall be compacted under the supervision of a special inspector to a minimum of 95% of maximum dry density for all layers, as verified by field density tests. PROJECT TEAM DESIGN CONSULTANT: Kanthan Design Corporation 8206 Bergen Peak Terrace, Boynton Beach, FL 33473 Ph: (561) 900-4815 GOVERNING MUNICIPALITY: City of Boynton Beach Building Department 100 E. Boynton Beach Blvd, Boynton Beach, FL 33425 Ph: (561) 742-6000 � DRAWING LIST ARCHITECTURAL Al Cover Sheet, Data & Location Map A2 Site Plan A3 Foundation & Deck Framing Plan A4 Floor Plan & Trellis Framing Plan A5 Elevations A6 Sections STRUCTURAL ENGINEER: Jason Hanchuk, P.E. 13478 Northumberland Circle, Wellington, FL 33414 Ph: (561) 818-1935 PROPERTY APPRAISER. - Palm Beach County Property Appraiser County Governmental Center 301 North Olive Avenue, West Palm Beach, FL 33401 Ph: (561) 355-2866 GENERAL NOTES THE DRAWINGS ARE SCOPE DOCUMENTS, WHICH INDICATE THE GENERAL SCOPE OF WORK, AND AS SUCH DO NOT NECESSARILY DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE WORK. CONTRACTOR IS TO FURNISH AND INSTALL ALL ITEMS REQUIRED FOR THE PROPER COMPLETION OF ITS WORK WITHOUT ADJUSTMENT TO THE CONTRACT AMOUNT UNLESS SCOPE CHANGES FROM THAT INDICATED ON THE DRAWINGS, IN THE EVENT OF A CONFLICT WITHIN OR AMOUNG THE CONTRACT DOCUMENTS, THAT DOCUMENT PLACING THE GREATEST BURDEN UPON THE CONTRACTOR SHALL GOVERN. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, REPORTING ANY ERROR, INCONSISTENCY, OR OMISSION HE MAY DISCOVERY TO THE ARCHITECT CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 15 T IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. RIPTION OF WO THE SCOPE OF WORK IS A NEW DECK ADDITION TO AN EXISTING 1 -STORY SINGLE-FAMILY RESIDENCE. WORK IS SPECIFIED AS PER PLANS. 0 PROPERTY INFORMATION _LOCATION ADDRESS: 631 POTTER ROAD, BOYNTON BEACH, FL 33435 PROPERTY OWNER: BRENDA LEE VASOS REVOCABLE TRUST A.K.A. BRENDA LEE KANTHAN REVOCABLE TRUST PARCEL CONTROL NUMBER: 08-43-45-15-02-000-0780 ZONING DISTRICT: R1AA - SINGLE FAMILY (CITY OF BOYNTON BEACH) LEGAL DESCRIPTION: LOTS 78, 79 AND 80 LAKESIDE GARDENS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 57, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SITE INFORMATION SITE DATA: � er141 a4i LOT SIZE: 75.0'x 156.00'= 11,700 S.F. or +/- 0.2686 acresREV. `VIEM T AREA CALCULATIONS: EXISTING GROUND FLOOR AREA: OPEN PORCH OPEN PORCH PROPOSED PORCH ADDITION TOTAL COVERED HOUSE: +/- 840 S.F. +/- 99 S.F +/- 99 S.F +/- 830 S.F. +/- 830 S.F. I er W�rlS't iolvQd,, tPii Cizy �f Boynton ?'e,A oern wAn all g codes Kanthan Design Corporation 4:::L COCO N co Q i O __J 70 Lj = d del' U ®rr n CZ d- O CU � N m 4� P_J 0 O O n O r �__Jrr � U 0 y- O CO 4- O - O C 00 `` O r` - 0 CCS co -3r. e . S > 4:::L LO co d- __J IL � O U ®rr C� � N m 4� P_J 0 O O n zm r >, � Revisions: Bldg. Dept. 1 01/26/2016 1. All designs and concepts are the property of Kanthan Design Corporation, and may not be modified or copied without written permission by the firm's representative. L Contractor to verify all written dimensions (Not scaled) and notify all respective parties of any discrepancies or omissions. Construction shall not proceed until said discrepancies or omissions have been resolved. 3. Contractor to verify and approve all shop drawings and dimensions before having drawings reviewed and accepted by the design professional prior to construction. 15055 © 2016 by Kanthan Design Corporation. All rights reserved. This document, or any part thereof, may not be reproduced in any manner whatsoever without SO I,— O r r C9 7- CD O CV CXR C\ r 0) d' O O 4__ CZ CZ O Iz Cu 4— O n r C9 LO LO O O n4— n M O Ir �--r O r CY) Q0 Ln LO O LCA r Q i O U_ LCA 7 - CD O CV roll 0 Nailing Schedule Connection Fastener Number or Spacing Band joist to sill or top plate, toe nail 8d 6 in. O.C. Joist to band joist, face nail 16d common 3 Joist to sill or girder, toe nail 8d common 3 Bridging to joist, toe nail each end 8d common 2 Ledger strip 16d common 3 @ each joist 1x 6 or less subfloor to each joist, face nail 8d common 2 Over 1 x 6 subfloor to each joist, face nail 8d common 3 2 -Inch subfloor to joist or blocking, face nail 16d common Sole plate to joist or blocking, face nail 16d common 16 in. O.C. Top or sole plate to stud, end nail 16d common 2 Stud to sole plate, toe nail 8d common 4 Doubled studs face nail 10d common 24 in. O.C. Doubled top plates, face nail 10d common 16 in. O.C. Top plates, lap and intersections face nail - 2-16d or 3-10d common Continuous header, two pieces 16d common 16 in. O.C. along each edge Ceiling joists to plate, toe nail 8d common 3 Continuous header to stud, toe nail 8d common 3 Ceiling joists, laps over partitions, face nail - 3-16d or 4-10d common Ceiling joists to parallel rafters, face nail - 3-16d or 4-10d common Rafter to plate, toe nail 8d common 3 1 -Inch brace to each stud and plate, face nail 8d common 2 1 x 8 or less sheating to each bearing, face nail 8d common 2 Over 1 x 8 sheathing to each bearing, face nail 8d common 3 Built-up corner studs 16d common 24 in. O.C. Built-up girders and beams, of three members 20d common 32 In. O.C. @ top and bottom and staggered 2 ends and @ each splice. 2 -Inch planks 16d common 2 Each bearing Studs to sole plate, end nail 16d common 2 Each end Wood structural panel subflooring 15/32 in., 1/2in., 7/16 in. 6d common, annular 6 in. O.C. edges & 12 in. O.C. intermediate or spiral thread 19/32 in., 3/4 in. 8d common, 6d annular 6 in. O.C. edges & 12 in. O.C. intermediate or spiral thread 1 in., 1 1/8 in. 1 Old common, 8d annular 6 in. O.C. edges & 6 in. O.C. intermediate or spiral thread 15/32 in., 1/2 in., 7/16 in. 16 ga galvanized wire 4 in. O.C. edges & 7 in. O.C. intermediate staples, 3/8 in. minimum crown 1 5/8 in. length 16 ga galvanized wire staples, 2 1/2 in. O.C. edges & 4 in. 19/32 in., 5/8 in. 3/8 in, minimum crown 1 5/8 in. O.C. intermediate length Wood structural panel roof & 6d common (wall), 8d common (roof) 6 in. O.C. edges & 12 in. O.C. wall sheathing & praticleboard intermediate wall sheathing 1/2 in., or less 19/32 in., or greater 8d common 4 in. O.C. edges & 6 in. O.C. intermediate 5/16 in., 1/2 in. 16 ga galvanized wire staples,3/8 in. 4 in. O.C. edges & 7 in. O.C. min. crown. Length of 1 in. plus wood intermediate structural panel or particleboard thickness 19/32 in., 3/4 in. 16 ga galvanized wire staples,3/8 in. 4 in. O.C. edges & 5 in. O.C. min. crown. Length of 1 in. plus wood structural panel or particleboard thickness intermediate Fiberboard sheathing 16 d common nail or 11 ga. 6 in. O.C. edges & 12 in. O.C. 1/2 in. regular gal. roofing nail 1 1/2 in. long intermediate @ other bearing with 7/16 in.head areas 1/2 in. Structural 8 d common nail or 11 ga. 3 in. O.C. edges & 6 in. O.C. gal. roofing nail 1 1/2 in. long intermediate @ other bearing with 7/16 in.head areas 25/32 in. Structural 8 d common nail or 11 ga. 3 in. O.C. edges & 6 in. O.C. gal. roofing nail 1 1/2 in. long intermediate @ other bearing with 7/16 in.head areas Gypsum sheathing 11 ga 1 1/2 in. galvanized 4 in. O.C. edges & 8 in. O.C. 1/2 in. 7/16 in. head @ other bearings 11 ga 1 3/4 in. galvanized 4 in. O.C. edges & 8 in. O.C. 5/8 in. 7/16 in. head @ other bearings Gypsum wallboard 1 3/8 drywall nail 2 7 in. O.C. on ceiling & 1/2 in. 8 in. O.C. on walls 5/8 in. 1 1/2 drywall nail 2 7 in. O.C. on ceiling & 8 in. O.C. on walls Particleboard siding 5/16 in. -1/2 in.3 6d4 5/8 in.5 8d4 3/4 in.6 8d4 Hardboard lap siding 8d8 Corrosion -resistant with minimum 16 in. O.C. @ top & Direct to studs5 shank diameter of 0.099 in. and bottom edges minimum head diameter of 0.240 Hardboard lap siding 10d6 Corrosion -resistant with minimum 16 in. O.C. @ top & Over sheathing shank diameter of 0.099 in. and bottom edges minimum head diameter of 0.240 Hardboard lap siding 6d6 Corrosion -resistant with minimum 16 in. O.C. @ edges & Direct to studs shank diameter of 0.092 in. and 12 in. O.C. @ minimum head diameter of 0.255 in. intermediate supports Hardboard lap siding 8d6 Corrosion -resistant with minimum 16 in. O.C. @ edges & Over sheathing shank diameter of 0.092 in. and 12 in. O.C. 1 @ minimum head diameter of 0.225 intermediate supports .apcon Substitution Note: \nchoring required into existing tie beams can substitute (3) 1/4" -apcons with a minimum 1-1/4" Embedment in place of nailing requirec Water resistive barriers: Walls (wood frame) with stucco Tyvek "Home Wrap" Window/Door Flashing System Dupont "Straight flash" Method of Compliance Note: Top of Existing Beam it IIIIIIIIIIIIIIIIIIIIIII I • • of - • FloorI�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I 1_11�1�1�1�1�1�1�1�1�1�11 111111111111111 I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �I�I�I�I�I�I�I■ 1 ____ _- _II_II�I�I�I�I�I�I� 177mi ri 17 01 sectionsNew trellis (see for •- • • New •-• : 0, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I�I�I�I�I�I�lil�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l LL p U IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII•-.Chap.16 I� I�I�I�I�I�I�I�I�I�I�I�I�1�1�1�1�1�1�1�1�1�1�1�1�1 ■I�I�I�I _ - 1 ±-0'-0` (8.98' O o O in +� r � o (.0 m I. - As per 2014 FBCR 602.1: Load-bearing dimension lumber for studs, plates and headers shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accredition body that complies with DOC PS 20. As per 2014 FBCR 602.1.1: Approved end -jointed lumber identified by a grade mark conforming to Section 8602.1 may be used interchangeably with solid -sawn members of the same species and grade. End -jointed lumber used in an assembly required elsewhere in this code to have a fire -resistance rating shall have the designation "Heat Resistant Adhesive" or "HRA" included in its grade mark. PROPOSED (SOUTH) REAR ELEVATION SCALE: 1/4" = 1'-0" Top of Existing Beam +8'-2 Top of Finished Floor -±0'-0" (8.98' NGVD) Top of Exis ± 8'-2' Top of Fini: ±0'-0" (8.9F PROPOSED (EAST) SIDE ELEVATION SCALE: 1/4" = V-0" PROPOSED (WEST) SIDE ELEVATION SCALE: 1/4" = V-0" Kanthan Design Corporation I,- co (` U co LO UJ n d' O�Q)CCO N J O (.Z O NC— 00 C Revisions: 1. All designs and concepts are the property of Kanthan Design Corporation. and may not be modified or copied without written permission by the firm's representative. 2. Contractor to verify all written dimensions (Not scaled) and notify all respective parties of any discrepancies or omissions. Construction shall not proceed until said discrepancies or omissions have been resolved. 3. Contractor to verify and approve all shop drawings and dimensions before having drawings reviewed and accepted by the design professional prior to construction. 15055 © 2016 by Kanthan Design Corporation. _ - - - All rights reserved. This document, or - - - - any part thereof, may not be reproduced in any mariner whatsoever without LO d- LL p U o O in +� r � o (.0 m Revisions: 1. All designs and concepts are the property of Kanthan Design Corporation. and may not be modified or copied without written permission by the firm's representative. 2. Contractor to verify all written dimensions (Not scaled) and notify all respective parties of any discrepancies or omissions. Construction shall not proceed until said discrepancies or omissions have been resolved. 3. Contractor to verify and approve all shop drawings and dimensions before having drawings reviewed and accepted by the design professional prior to construction. 15055 © 2016 by Kanthan Design Corporation. _ - - - All rights reserved. This document, or - - - - any part thereof, may not be reproduced in any mariner whatsoever without 75 a Q0 N CD c6 r r N 00 CD Q) O E N rr rr ^^O n r CYD Q0 M 0 LO r co �e■ r co co RESIDENTIAL GENERAL/CONTRACTOR NOTES 1. The architect will not be responsible for and will not have control or charge of construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work, and he will not be responsible for the contractor's failure to carry out the work in accordance with the contract documents. The architect will not be responsible for/or have control or charge over the acts or omissions of the contractor, subcontractors, or any of their agents or employees, or any other persons performing any of the work. 2. All codes having jurisdiction shall be observed strictly in the construction of the project, including all applicable state, city, and county building, zoning, electrical, mechanical, plumbing, fire codes. Contractor shall verify all code requirements and the construction documents. 3. Errors and omissions which may occur in contract documents shall be brought to the attention of the architect in writing and written instructions shall be obtained before proceeding with the work. The contractor will be held responsible for the results of any errors, discrepancies, or omissions which the contractor failed to notify the architect of before construction and /or fabrication of the work. 4. Contractor and subcontractors are to verify all dimensions and job conditions at the job site sufficiently in advance of work to be performed to assure the orderly progress of work. Do not scale drawings. Architect shall be notified in writing, prior to commencing any work, of any errors or discrepancies in drawings or between prepared drawings and field conditions. 5. It is the purpose of these plans and specifications to describe a complete and finished project other than items marked "N.I.C." (not in contract) . 6. The contractor shall maintain the premises clean and free of all trash, debris and shall protect all adjacent work from damage, soiling, paint overspray, etc. All fixtures, equipment, glazing, floors, etc. Shall be left clean and ready for occupancy upon completion of the project. 7. All work is to be done under the supervision of the general contractor, in accordance with the owner -contractor agreement. 8. All wood in contact with concrete or masonry or below finished floor is to be pressure treated. 9. Interior partitions shall be 25 gauge steel studs @ 24" o/c with 5/8" gypsum board unless noted otherwise. 10. All materials and products used for and in construction are required to have applicable products control code approval/NOA. 11. Contractor shall carry all necessary insurance as required by law and hold harmless the owner or architect from any loss, liability, claim or demand for damages arising out of or relating to the performance of the work as described by these drawings. 12. The owner shall effect and maintain fire, extended coverage and vandalism insurance for 100% of the insurable value of all construction on the site. 13. The general contractor shall guarantee all work specified and/or described by these drawings free from any defects or malfunctions for a period of one year commencing from the substantial completion date or from the time of occupancy, whichever occurs first. The general contractor is responsible for all work executed by subcontractors or other trades, plumbing equipment. 14. The contractor shall acquire all permits and licenses and pay all fees necessary for the execution of the vvork. 15. All structural metal items and fasteners and bolts shall be hot dipped galvanized. 16. Structural wood other than heavy timber shall have a minimum bending stress of; fb = 1500 P.S.I. 17. All ground under construction shall receive a termite poisoning treatment by approved exterminator who will furnish the owner with a 1 year bond. 18. It Is the _responsibility of the contractor to check and coordinate _ di.mier.srns ot the foundation lan wl l the floor Ian before beginning construction. Contact architect in the event of discrepancies. 19. The contractor shall furnish the architect or owner with a written certification of the finish floor height abo je mean sea level by a licensed surveyor. all report to the architect or owner any underground water, excessive organic material or ar,;,, other uncles able:conditia 20. The contractor shall encountered during excavations. 21. The Contractor is responsible to review and approve/disapprove all shop drawings or other submittals prior to the Architect's review. The Architect's review will be for consistency with the design and not constitute an authorization for ordering, fabricaticri or delivery. The Architect will not review any submittals until they have been reviewed and accepted by the General Contractor. NO EXCEPTIONS. 22. The Contrator shall secure site if a hurricane warning is issued, remove all dumpsters and scaffolding, and remove, or safely secure, all building materials, and equipment. Alert subs of their responsibilities to secure or remove their materials and equipment. Stop job processes that will likely become damaged by the hurricane, such as window installations, housewrap, or landscaping. Complete those construction tasks that will likely prevent damage, such as concrete work, closing in a house, or filling in foundation excavations. Clean up all construction debris. CONTRACTOR NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ADJACENT STRUCTURES, STREETS, AND SIDEWALKS DURING EXCAVATION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL MENSIONS IN THE ECT. WORK CANNOT PROCEDEID UNTIL ARCHITECT IGIVES HIS/HERS WRITTEN AUTHORIZA DISCREPANCY BE ATION UND P WORK IMMEDIATELY AND NOTIFY ARCHITECT. ATION TO DO SO. 2. CONTRACTOR SHALL SUBMIT 1 BLUELINE AND 1 REPRODUCIBLE SET OF SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO THE FABRICATION OR ERECTION OF ALL REINFORCING AND STRUCTURAL STEEL COMPONENTS 3. CONTRACTOR SHALL TO LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION, AND REROUTE THE UTILITY, PHONE, & CABLE LINES TO ACCOMMODATE NEW CONSTRUCTION. 4. CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 5. EXISTING STRUCTURE: CONTRACTOR SHALL REVIEW THE ORIGINAL CONSTRUCTION DRAWINGS OF THE EXISTING BUILDING PRIOR TO BIDDING AND DURING CONSTRUCTION TO VERIFY THE EXISTING MEMBERS AFFECTED BY THE NEW CONSTRUCTION. 6. THE USE OF SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THESE PLANS IS STRICTLY FORBIDDEN. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS RESULTING FROM SUCH ACTION. 7. IN CASE OF DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN UNLESS STRENGTH IS AFFECTED. 8. ALL SPECIFIED MATERIALS AND CONNECTORS CAN BE SUBSTITUTED WITH EQUAL OR BETTER, WITH THE APPROVAL OF ENGINEER OF RECORD. 9. CONTRACTOR SHALL VERIFY THAT STRUCTURE IS CONSTRUCTED WITHIN THE CONFINES OF BUILDING PAD APPLICABLE CODES 1. FLORIDA BUILDING CODE 2014 (5TH EDITION). 2. FLORIDA EXISTING BUILDING CODE 2014 (5TH EDITION) EXISTING. 3. A.C.I. 318-02 FOR REINFORCED CONCRETE. 4. A.S.T.M. STANDARDS AND SPECIFICATIONS. AMERICAN SOCIETY FOR TESTING AND MATERIALS. 5. NATIONAL PEST CONTROL ASSOCIATION STANDARDS. 6. FLORIDA ACCESSIBILITY CODE 2014 (5TH EDITION). MATERIALS (U.O.N. ON PLANS) 1. CONCRETE: STRUCTURAL CONCRETE SHALL CONFORM TO ACI -301. FOR FOOTINGS, TIE BEAMS, COLUMNS, BEAMS, AND ELEVATED SLABS SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. FOR SLAB ON GRADE SHALL BE 2500 PSI. 2. STEEL REINFORCEMENT: SHALL CONFORM TO ASTM A615, GRADE 60, fy = 60,000 PSI. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. 3. MASONRY: HOLLOW MASONRY UNITS OF CONCRETE, f'm = 1,500 PSI, SHALL COMPLY ASTM C 55, ASTM C 73, ASTM C 90 AND ASTM C 744. GROUT SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. ASTM C 476. MORTAR TYPE M: SHALL COMPLY WITH ASTM C 270. 4. STRUCTURAL STEEL: ANGLES, W SHAPE, CHANNELS, PLATES, PIPES, AND STRUCTURAL TEES: fy = 36 KSI CONFORM TO ASTM A36. STRUCTURAL TUBING: fy = 46 KSI CONFORM TO ASTM A 500. BOLTS SHALL CONFORM TO ASTM A 325, WITH HARDENED WASHERS AND HEX NUTS. WELDING E-70XX. 5. WOOD: ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE No. 2 OR BETTER. fb = 1,500 PSI (MINIMUM), AND YOUNG'S MODULUS E = 1,500,000 PSI. DESIGN CRITERIA AND LOADS DESCRIPTION OF WORK This is a new residential remodel (Level 2 Alteration) for an existing 1 -story Single-family residence. Work is specified as per plans. HVAC work will be completed by others. PROPERTY INFORMATION O _r�: x Kanthan ac (_0 m LOCATION ADDRESS: ROAD, Design rurrdino CY) 631 POTTER n��f t { ,aril G rYlec 7_ BOYNTON BEACH, FL 33435 Corporation PROPERTY OWNER: BRENDA LEE VASOS REVOCABLE TRUST A.K.A. BRENDA LEE KANTHAN REVOCABLE TRUST 00 aD E 0 _� O U Lql . . o PARCEL CONTROL NUMBER: i CU 00U 08-43-45-15-02-000-0780 w d ZONING DISTRICT: 0n-0 C) _.�z -0 C o-0 R1AA - SINGLE FAMILY a D H 7-1 (CITY OF BOYNTON BEACH) o � o o L LEGAL DESCRIPTION: LOTS 78,79 AND 80 LAKESIDE GARDENS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 57, OF C Co C ° .� o THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. w --) r 3: a SITE INFORMATION 4.FOUNDATION: SITE DATA: 1. WIND: 0 1 LOT SIZE: 75.0'x 156.00' = 11,700 S.F. or +/- 0.2686 acres WIND NET UPLIFT, AS INDICATED HEREIN ON PLANS, 1. As per visual inspection soil conditions at this site are sand and rock with a ARE BASED ON GROSS UPLIFT LESS 10 PSF (DEAD minimum bearing capacity of 2500 PSF. Should other conditions or materials be encountered, the Architect shall be notified prior to proceeding with the work: The AREA CALCULATIONS: LOAD) PER COMPONENTS AND CLADDING ON ZONES 1 AND 2. VELOCITY PRESSURE, qh= 0.00256*Kz*kzt*Kd*V^2*I = 36.20 PSF COMPONENTS & CLADDING, P= gh[GCp- GCpil ......walls & roof ROOF COMPONENT PRESSURES WALL COMPONENT PRESSURES ZONE 2 -66.63 PSF ZONE 4 -44.23 PSF ZONE 3 -68.06 PSF ZONE 5 -52.99 PSF ZONE 2H -79.65 PSF ZONE 3H -133.96 PSF MEAN ROOF HEIGHT 15'-0" BASIC WIND VELOCITY: 170 MPH RISK CATEGORY: II EXPOSURE C IMPORTANCE FACTOR: 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT: +/-0.18. CONSTRUCTION TYPE: V(B) 2. ROOF DESIGN LOADS: DEAD LOAD (SYSTEM WEIGHT): 10 PSF BOTTOM CHORD DEAD LOAD: 10 PSF TOTAL DEAD LOADS. 20 PSF TOTAL LIVE LOADS 30 PSF 3. FOR OTHER LOADS SEE PLANS-.- VICINITY LANS.° VICINITY MAP SATELLITE IMAGE Architect shall supply a letter attesting that the site has been observed and the foundation conditions are similar to those upon which the design is based on. Refer to FBC 2014 5th Edition . 2. he subsurface soil profiles at this project site shall be improved by properly programmed applications of dynamic precompression treatment or a similar acceptable technique. To be implemented under the direction of a qualified Geotechnical Engineer, as to achieve the required degree of improvement and design soil bearing capacity. 3. The Geotechnical Engineer responsible for the ground applications and shall issue professional certification attesting to the satisfactory foundation soil conditions and the achievement of the design bearing value before any construction operation is allowed to start. 4. Prior to construction provide termite protection treatment to soil. A Certificate of Compliance shall be issued to the Building Department by the Licensed Pest Control Company that contains the following statement: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services." S. The area under foundations and slab on ground shall have all vegetation, stumps, roots, and foreign materials removed prior to their construction. 6. Compact interior fill to 95% of 'modified proctor maximum dry dens''' as cer ASTM at optimum moisture content and compacts ati-id xes=eo in ,.f,s - a exceed 12 in. 7. Excavations for foundations shall be backfilled with soil, which is free of organic material, construction debris, anc 'arge rocks. 8. Fill supporting such slabs shai'be compacted under the supervision of a special inspector to a minimum of 95% of maximum dry density for all layers, as verified by field density tests. DRAWING LIST AO Cover Sheet, Data & Location Map Al Existing / Demolition Plan & Details A2 Floor Plan & PartialPlumbing Plan A3 Electrical Plan EXISTING GROUND FLOOR AREA: +/ 840 S.F. OPEN PORCH +/- 99 S.F OPEN PORCH +/- 99 S.F TOTAL COVERED HOUSE: +/- 1,038 S.F.* *NO CHANGE TO SQUARE FOOTAGE IS PROPOSED TO THIS SCOPE OF WORK. r>: O _r�: x C'7 ac (_0 m C') ■� rurrdino CY) n��f t { ,aril G rYlec 7_ H police O 0 5� 0, he,r . . ■ � i CU m d U,w.. r>: /A C V♦ 0 O (1) = C'7 C'7 ac (_0 m C') ■� CY) H O 0 r ■ � i CU m /A C V♦ 0 O (1) = C'7 >, O ac (_0 m Revisions: �1\ I Bldg. Dept. 1 11/03/2015 1. All designs and concepts are the property of Kanthan Design Corporation, and may not be modified or copied without written permission by the firm's representative. 2. Contractor to verify all written dimensions (Not scaled) and notify all respective parties of any discrepancies or omissions. Construction shall not proceed until said discrepancies or omissions have been resolved. 3. Contractor to verify and approve all shop drawings and dimensions before having drawings reviewed and accepted by the design professional prior to construction. 15019 All rights reserved. This document, or any part thereof, may not be reproduced in any manner whatsoever without 1 24 r N N O C`7 LO r O N r r r a� 00 O E a) rr 0 rr 4- 0 n T co T O LO 0 rr -F—+ n r co Q0 M T O LO r Q - i 0 U L -i r O N GENERAL NOTES: 1. All existing finishes to be removed and replaced with owner -selected finishes. 2. Cap off all plumbing after removing fixtures and appliances. 3. Remove existing ceiling throughout. Exist. 2x6 @ 16" o.c. 2x4 Top plate 2x4 @ 16" o.c. 2x4 Sill plate Exist. floor joists EXIST Simpson Model "1-13" w/ (8)8d each side Simpson Model "SPI -14" w/ (10)10d x 1-1/2" nails Simpson Model "MSTA24" w/ (9)10d & 2-1/4"0 x 2-3/4" Tapcons (One side only - alternate sides every other joist (typ.) Exist. conc. stem wall Interior Load Bearing Wall 1" Scale Simpson Model "H8" w/ (5)10d & 2-1/4"0 x 2-3/4" Tapcons @ each rafter E XISTING /DEMOff LOORPLAN - ! 1 _ Exist. 2x6 @ 16" o.c. General Demolition Notes: 1. Contractor to notify architect of any discrepancies between plans and construction drawings prior to removal. 2. All waste material and debris shall be removed from the site by the contractor. material shall not be allowed to accumulate or become a safety/fire hazard. Open burning will not be permitted. All the salvaged materials will become the contractors property unless otherwise noted. 3. The owner reserves the right to inspect the material scheduled for removal and salvage any items they deem usable as spare parts. 4. Dust control: Use all means necessary to control air pollution and other environmental contamination as required to prevent dust or debris being a nuisance to the public, neighbors, and concurrent performance of other work in the building. 5. Protection: install and maintain barricades, and pedestrian cautions in accordance with local safety regulations and ordinances. 6. Cutting and patching: it is intended that the general contractor shall perform all cutting and patching for general construction trades, mechanical and electrical. patching shall mean the restoration of a surface or item to its original condition to match the existing unless otherwise indicated, noted, detailed or specified. cutting and patching shall be done by the proper trades and crafts necessary for the materials involved. 7. Contractor to field verify removal of any structural members not identified on plans with architect prior to demolition. 8. Electrician to field inspect and cap appropriate electrical prior to demolition. 9. Plumber to field inspect and cap appropriate plumbing prior to demolition. 10. HN.A.C. Subcontractor to field inspect and coordinate new HN.A.C. with proposed work 11. During the execution of the work, all required location, rerouting, etc., of existing equipment and systems in the existing building shall be performed by the contractor, or as required by job conditions and as determined by the architect in the field, to facilitate the installation of the new systems. 12. Prior to relocation and/or demolition work, arrange a conference with the architect and/or the owner in the field to inspect each of the items to be removed or relocated. Care shall be taken to protect all equipment designated to be relocated and reused or to remain in operation and be integrated with the new systems. 13. All deactivation, relocation, and temporary tie-ins shall be provided by the contractor. all demolition, removal and the legal disposal of demolished materials of system designated to be demolished shall be provided by the contractor. Typ. Exterior Wall Section I " Scale A Method of Compliance Note: As per 2014 FBCR 602,1: Load-bearing dimension lumber for studs, plates and headers shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accredition body that complies with DOC PS 20. As per 2014 FBCR 602.1.1: Approved end -jointed lumber identified by a grade mark conforming to Section 8602.1 may be used interchangeably with solid -sawn members of the same species and grade. End -jointed lumber used in an assembly required elsewhere in this code to have a fire -resistance rating shall have the designation "Heat Resistant Adhesive" or "HRA" included in its grade mark. Provide (1) Simpson Model "SPI -16" (1240# Uplift) stud plate tie w/ (10)10d x 1-1/2" nails at each stud connection of bearing wall at both top and base plates (typ.) il Elevation View e 2x wood top plate I god studs - continue w/ ;pacing at 16" o.c. max. )pening (typ.) Load Bearing Wall Header 3/4" Scale Provide (1) Simpson Model "SPI -16" (1240# uplift) stud plate tie w/ (10)10d x 1-1 /2" nails at each stud connection (typical) Provide 2x6 or 2x8 double top plate cont. (typical) Provide (1) Simpson Model "SPH6" (1240# uplift) stud plate tie w/ (10)10d x 1-1 /2" nails at each stud connection (typical) Top plate metal straps sized to truss framing plan Load Bearing Partition Base plate metal straps to match top plate strap size and uplifts `— 2x6 or 2x8 P.T. base plate w/ 5/8"0 x 9" wedge anchors at 16" c/c w/ 3"0 x 1/4" washers embed into conc. 6" min. - 12" max. from ea. corner & 6" from ea. side of splices (Hilti Kwik -Bolt II or equal) Wood Column Load Bearing Partition & Column rD Strap Tie Downs �A1 31A.." Scale Kanthan Design Corporation COa3 LO r E M � U (3) Member 2x12 Doub 0 wood header (cont. v All headers supporting 0 70 ' 00E I uplift conditions shall ■� �j M� o U) Q) have (2) Simpson 0� a "MSTA12" strap ties at 2x We l each end attached w/ stud l (10) 10d nails l after c C I Provide (2)2x jacks @ I 0 0 lz Lo each side of opening _17 -aim .� Provide triple jacks for l openings greater than CO C � U) 4'-0" wide l —t 0 � il Elevation View e 2x wood top plate I god studs - continue w/ ;pacing at 16" o.c. max. )pening (typ.) Load Bearing Wall Header 3/4" Scale Provide (1) Simpson Model "SPI -16" (1240# uplift) stud plate tie w/ (10)10d x 1-1 /2" nails at each stud connection (typical) Provide 2x6 or 2x8 double top plate cont. (typical) Provide (1) Simpson Model "SPH6" (1240# uplift) stud plate tie w/ (10)10d x 1-1 /2" nails at each stud connection (typical) Top plate metal straps sized to truss framing plan Load Bearing Partition Base plate metal straps to match top plate strap size and uplifts `— 2x6 or 2x8 P.T. base plate w/ 5/8"0 x 9" wedge anchors at 16" c/c w/ 3"0 x 1/4" washers embed into conc. 6" min. - 12" max. from ea. corner & 6" from ea. side of splices (Hilti Kwik -Bolt II or equal) Wood Column Load Bearing Partition & Column rD Strap Tie Downs �A1 31A.." Scale Kanthan Design Corporation /A _41-=` C - Vo O COa3 LO r E M � U ■ 0 LOU v cl s 0 70 ' 00E N ■� �j M� o U) Q) 0� a ��co U- C 0 0 lz Lo C _17 -aim .� Q) C CO C � U) —t 0 � = a LU -) /A _41-=` C - Vo O O LO r c M m co ■ cco ILL cl s 0 0 rr N ■� �- N m /A _41-=` C - Vo O O r � Q0 m Revisions: Bldg. Dept. 11/03/2015 1. All designs and concepts are the property of Kanthan Design Corporation. and may not be modified or copied without written permission by the firm's representative. 2. Contractor to verify all written dimensions (Not scaled) and notify all respective parties of any discrepancies or omissions. Construction shall not proceed until said discrepancies or omissions have been resolved. 3. Contractor to verify and approve all shop drawings and dimensions before having drawings reviewed and accepted by the design professional prior to construction. 15019 © 2015 by Kanthan Design Corporation. All rights reserved. This document, or any part thereof, may not be reproduced in any manner whatsoever without 9 IN Q0 N N 0 LCA 0 CV d= r r W rr CD 0 O E a) rr CIO rr 4- O T_ co co r 0 LO Cz rr Cll O co Q0 T_ O LCA r Q O LCA T_ CD CV / a ACS of N - New Insta-hot water heater (gas powered) New appliances, fixtures and cabinetry as per owner's specifications W8 W7 W6 to GAS �- �- D11 3 OFFICE LOUNGE 1� � I! 8'-1 2'-0"" i D14 Cl)AHU 4 N _ _ _ ao N _ - s0Ca N 2' -ML 11'-4" D 10 FAMILY ROOM W3 BEDROOM N D13 d' N T 144" � 2 - 16-8" 0 QW1 W2 D1 NO New condenser unit New pre -cast concrete slab (Typical) W NATURAL GAS APPLIANCES: (2) Range (1) Stackable Washer / Dryer (1) Grill (1) Future spa connection Owner to specify manufacturer & style of appliances. Plumber to install gas lines as required for connection (typical of all connections) WINDOW UNIT ANCHORED TO BUCK PER MANUFACTURER'S INSTRUCTIONS S SEALANT ALL SIDES TYPICAL WINDOW JAMB 1x4 P.T. FURRING STRIPS 1/2" INTERIOR GWB FINISH 1 "x OR 2" X P.T. BUCK (1 "x 4" @ ALL SWING DRS.) ATTACHED W/ 3/16" O 1 3/4" EMBED @ 12" O.C. OR AS SPECIFIED BY WINDOW/ DOOR MANUFACTURER. SEE BUCK SCHEDULE CONC BLOCK EXT WALL W/ FILLED CELL EACH SIDE OF OPENING STUCCO FINISH OVER CMU BLOCK BUILT -OUT AT CORNER ALL SIDES C.B.S. NTS SOLID WOOD 1x4 P.T. FURRING STRIPS RABBETTED DOOR 1/2" INTERIOR JAMB GWB FINISH 1 "x OR 2"X P.T. BUCK (1 "x 4" @ ALL SWING DRS.) ATTACHED W/ 3/16" 0 1 3/4" EMBED @ 12" S IM 1/4" O.C. OR AS SPECIFIED BY WINDOW/ DOOR \ MANUFACTURER. SEE BUCK " SCHEDULE EXTERIOR DOORCONC BLOCK EXT UNIT PER DOOR WALL W/ FILLED CELL SCHEDULE EACH SIDE OF OPENING SEALANT ALL SIDES STUCCO FINISH OVER CMU BLOCK BUILT -OUT AT CORNER ALL SIDES TYPICAL EXT DOOR DETAIL BUCK SCHEDULE Impact: 1x4 P.T. buck NTS Shutters: 1x3 P.T. buck Wood frame doors: 2x4 P.T. buck Metal frame doors: 1x4 P.T. buck PROVIDE WINDOW FLASHING CONSISTING OF WINDOWSEALT"40 OR EQUAL. WINDOWSEALTy`40 IS A 40 MIL SELF -ADHERING, SELF-SEALING CONSTRUCTION TAPE CONSISTING OF RUBBERIZED ASPHALT WATERPROOFING COATING, LAMINATED TO AN EXTRA HIGH STRENGTH POLYETHYLENE FILM BACKING EXIST. COMIC. HEAD, JAMB & SIL11__, o ;a. 2x6 P.T. 8 PERIMETER x 3/16'x4' TAPCONS 816' O.C. 4' MAX. FROM CARS (SIMPSOM UPC EA. STUB) 1/2' GYP. BD. STUCCO TO MATCH EXIST. 5/8' EXT. GD. PLY. WD. W/ P.B. METAL LATH Tie into existing sanitary line I PARTIAL PLUMBING PLAN Scale: Va.. = r-0" ME KTs 2" Loopvent to existing vent IL P1 211 ACO Tie into Existing CO Sanitary J2" Loopvent to 2" Loopvent to J '��,`C 2� 311 IL existing vent existing vent 1l STACK3, 3.: 211 N__1W/ D 211211 ' SHWR 2� ACO 211 CO2"211 311 I CO 21 W/C 21t I �J (P2 SHWR Partial SanitaryDiagramsRiser Nts PLUMBING NOTE: Plumber may alter sanary sewer connections once field conditions are exposed and verified. W a I I Legend -O 8" Infill partition. Match existing finish on either side. -C 2 4" Interior partition with 1/2" min. Gypsum board on both sides. 4" Interior partition with 1/2" min. green board on sides with water fixtures & 1/2" min. Gypsum board other side. -� 2x4 Load-bearing interior partition with 1/2" min. Gypsum board other side. See detail A/A1. DOOR SCHEDULE MARK SIZE TYPE MATERIAL REMARKS WIND PRESSURES D1 2868 ATRIUM ALUMINUM SWING +36.09 POS / -47.20 NEG D2 2868 ATRIUM ALUMINUM SWING +36.09 POS / -47.20 NEG D3 2868 ATRIUM ALUMINUM SWING +36.09 POS / -47.20 NEG D4 2868 ATRIUM ALUMINUM SWING +36.09 POS / -47.20 NEG D5 2468 HOLLOW CORE WOOD SWING D6 2068 HOLLOW CORE WOOD SWING U D7 2068 HOLLOW CORE WOOD SWING pg NOT USED D9 3068 HOLLOW CORE WOOD BI -FOLD Di0 (3)3068 HOLLOW CORE WOOD SLIDING 111 2068 HOLLOW CORE WOOD SWING 0 D12 2068 HOLLOW CORE WOOD SWING D13 (2)2868 HOLLOW CORE WOOD SLIDING D14 2068 LOUVERED WOOD SWING 0 C ��a� *SIZES ARE LISTED AS FOOT/INCHES/FOOT/INCHES HARDWARE IS TO SELECTED BY OWNER. FRAME COLOR AND GLASS TINT BY OWNER. DOORS QUANTITIES VERIFIED BY OTHERS. TEMPER GLASS AS REQUIRED WiiiiDOW SCHEDULE MARK SIZE* TYPE FRAME PCA REMARKS WIND PRESSURES W1 4441 SINGLE HUNG ALUMINUM YES +35.82 POS / -46.65 NEG W2 4441 SINGLE HUNG ALUMINUM YES +35.82 POS / -46.65 NEG W3 3041 SINGLE HUNG ALUMINUM YES +37.35 POS / -40.55 NEG W4 3041 SINGLE HUNG ALUMINUM YES- +37.35 POS / -40.55 NEG 9 3030 SINGLE HUNG ALUMINUM YES +37.35 POS / -40.55 NEG W6 3030 SINGLE HUNG -ALUMINUM YES +37.35 POS / -40.55 NEG W7 3030 UNG ALUMINUM YES +37.35 POS / -40.55 NEG Wg 3030 FIXED 1 ALUMINUM YES +37.35 POS / -40.55 NEG Wg 3041 SINGLE HUNG ALUMINUM YES +37.35 POS / -40.55 NEG fo 3041 SINGLE HUNG ALUMINUM YES +37.35 POS / -40.55 NEG *SIZES ARE LISTED AS FOOT/INCHESIFOOT/INCHES ALL GLASS TO BE IMPACT RESISTANT BLUE TINT BRONZE WINDOWS SELECTED BY OWNER WINDOW QUANTITIES VERIFIED BY OTHERS. OPACITY AND GLASS COLOR SELECTED BY OWNER PLUMBING NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER, THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATIONS OF FIXTURES, PIPING, EQUIPMENT, ETC. 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 3 5/8" Metal top plate 3 2' wood top plate 3 5/8" Vertical metal (25 ga) or 2" x 4" 3 j.2' Vertical wood studs wood studs @ 24" O.C. @ 24" O.C. #6 x 1 1/8" Dry wall #6 x 1 1/8" Dry wall screw. Nailing pattern screw. Nailing pattern _ as per S.F.B.C. as per S.F.B.C. 1/2" min. Gypsum board 1/2" min. Gypsum board Yp (M.R. Gyp. 13D.9 wet areas) (M.R. Gyp. BD.@ wet areas) 3 5/8" Metal bottom plate on P.T. 3 2' Pressure treated wood 2 x 4 shot to concrete fEibottom plate Concrete slab Wood Floor SW tem \4 INTERIOR FRAME WALL INTERIOR FRAME WALL NO SCALE (NON BEARING) NO SCALE (NON BEARING) Kanthan Design Corporation LO Cy') CY) ■ � CY) 7 LL O U CU � m ■ � CU O O a (D "r - Cy') Cy') C0 JI Revisions: P I \ Bldq. Dept. 1 11/03/2015 1. All designs and concepts are the property of Kanthan Design Corporation. and may not be modified or copied without written permission by the firm's representative. 2. Contractor to verify all written dimensions (Not scaled) and notify all respective parties of any discrepancies or omissions. Construction shall not proceed until said discrepancies or omissions have been resolved. 3. Contractor to verify and approve all shop drawings and dimensions before having drawings reviewed and accepted by the design professional prior to construction. 1 r -%n1 a © 2015 by Kanthan Design Corporation. All rights reserved. This document, or any part thereof, may not be reproduced in any manner whatsoever without 00 00 N E coO LOU LO v W� =Iq .�0) co M� U � c CO +, OZ 0 O m Q) C 0 C ��a� s� w--Dr3: IZ 3; LO Cy') CY) ■ � CY) 7 LL O U CU � m ■ � CU O O a (D "r - Cy') Cy') C0 JI Revisions: P I \ Bldq. Dept. 1 11/03/2015 1. All designs and concepts are the property of Kanthan Design Corporation. and may not be modified or copied without written permission by the firm's representative. 2. Contractor to verify all written dimensions (Not scaled) and notify all respective parties of any discrepancies or omissions. Construction shall not proceed until said discrepancies or omissions have been resolved. 3. Contractor to verify and approve all shop drawings and dimensions before having drawings reviewed and accepted by the design professional prior to construction. 1 r -%n1 a © 2015 by Kanthan Design Corporation. All rights reserved. This document, or any part thereof, may not be reproduced in any manner whatsoever without O co CV O C6 LSA 7- 0 O CV r r 70 CD ry- 00 O Q1 O (D rr O rr a) 4- O n T_ co O O r CD Ls J T rr (D r cY) O M T_ O LO / Q - O U LO T O CV I rl ELECTRICAL NOTES: 1. Do not scale the electrical drawings. Refer to architectural plans and elevations for exact location O all equipment. Confirm with owner's representative. 2. All work shall be done in accordance with National Electrical Code and shall comply with all local rules and ordinances 3. It is not the intent of these plans to show every minor detail of construction. The Contractor is expected to furnish and install all items for a complete electrical system and provide all requirements necessary for equipment to be placed in proper working order. 4. Electrical system shall be complete and effectively grounded as required by the latest edition of the N.E.C. 5. All materials shall be new and bear underwriters' labels, where applicable. 6. All work shall be performed by a licensed electrical contractor in a first class workmanlike manner. The completed system shall be fully operative and accepted by Engineer/Architect. 7. All work shall be coordinated with other trades to avoid interference with the progress of construction. 8. Contractor shall guarantee all materials and workmanship free form defects from a period of not less th; one year from date of acceptance. 9. Correction of any defects shall be provided for protection against public liability of property damage for the duration of the work. 10. All required insurance shall be provided for protection against public liability of property damage for the duration of the work. 11. Contractor shall pay for all permits, fees, inspections and testings. 12. The electrical installation shall meet all standard requirements of power and telephone companies. 13. Furnish and install disconnect switches and wiring for air conditioning system as per manufacturers' recommendations. Controls are to be supplied by air conditioning contractor and connected by electrical contractor. LOW VOLTAGE NOTES PROVIDE A STRUCTURED CABLE FOR THE TV/CABLE/TELEPHONE DROPS, COORDINATE TYPE OF CABLE AND FINAL LOCATIONS WITH LV-AUDIO/SECURITY CONSULTANT PRIOR TO CONSTRUCTION. ELECTRICAL SPECIFICATIONS A. General provisions 1. The work shall consist of furnishing labor, equipment, and materials to provide the complete integrated and proper functioning systems as shown on the drawings. 2. All work shall be done in conformance with the latest edition of the national electrical code, and all codes and ordinances of the authority having jurisdiction. 3. All equipment and materials provided shall be new and in conformance with applicable provisions of NEMA, ANSI, U.L., etc. And shall bear an underwriters label where applicable 4. The electrical contractor shall coordinate his work with that of other trades so as to avoid interference. 5. The drawings are diagrammatic and indicate general layout of electrical systems. The contractor shall field verify existing conditions prior to bidding the project. 6. The contractor shall pay for all permits and inspections required by state and local laws and ordinances. 7. Upon completion of the work, furnish to the owner certificates of final inspections and approvals from authorities having jurisdiction. 8. All work shall be guaranteed for a period of one (1) year from the date of final acceptance by the owner. 9. All work shall be performed by a licensed electrical contractor. 10. Any defects 'found during or at the completion of work shall be corrected any the octntmlolrlat no additional cost to the owner. 11. The contractor shall submit shop drawings or cut sheets of devices, panelboards, disconnect switches, starters, lighting fixtures and other electrical equipment for approval to the architect/engineer. 12. The contractor shall be responsible for all cutting and patching of his work. 13. The term'provide' used in the construction documents and specifications denotes the contractor shall furnish and install. 14. The contractor shall coordinate with FPL all requirements for conduit entry and cable terminations in the utility transformer. Any conflicts shall be brought to the attention of the architect/engineer prior to commencement of work. 15. The contractor shall coordinate with the telephone utility for providing the required conduit size and number to the tenant space. The contractor shall provide all conduits with pull cords and shall install from the local telephone board to the main point of service. B. Conductors 1. All wiring shall be copper. 2. Conductors shall be rated 600v. With type thhn/thwn insulation. 3. Wires size #10 AWG and smaller shall be solid conductor wires size #8 and larger shall be stranded conductor C. Devices 1. All electrical and communications outlets to be at 16" A.F.F unless otherwise noted, all light switches shall be @42" a.F.F. D. Panelboards 1. Provide lighting and receptacle panels as indicated on the plans and as specified herein. All panels shall be dead front, circuit breaker type, and shall bear the u.L. Label as well as meet all applicable NEMA requirements 2. Unless otherwise noted, top of panels shall be mounted 6-0" a.F.F. 3. All panels shall have typewritten circuit directories mounted inside of door. 4. Panels shall be suitable for the service rating and the a.I.C. Rating indicated on the panel schedules. 5. All breakers shall be full space, individual frame yype. No "piggy -back" or tandem breakers will be permitted. 6. Contractor shall provide on all flush (recessed) mounted panels two (2), spare 2" conduits stubbed into the ceiling space 7. All current carrying bus bars shall be copper. F. Safety switches 1. Safety switches shall be general duty type, fusible or non -fusible with poles, ampere and service ratings as indicated on the plans. Lugs shall be u.L. Listed for cu. -al. 2. Enclosures for safety switches shall be nema 1, except for switches marked "wp" (weatherproof) shall be nema 3r. G. Fuses 1. All fuses shall have a 100,000 amp rms symmetrical interrupting rating unless otherwise noted. Fuses rated 0 to 600 amps shall be as follows: 2. A) circuit breaker panel protection - u.L. Class rk-1, dual element (bussmann "low -peak" or equal). B) motor circuit protection - u.L. Class rk-5, dual element (bussmann "fusetron" or equal). 3. Fuses rated 601 amps or larger shall be u.L. Class I. Time delay (bussmann "hi -cap" or equal). ARC -FAULT NOTE: All branch circuits supplying 15 amp and 20 amp outlets in dwelling unit in family rooms, dining rooms, living rooms, parlors, libraries, dens, sun rooms, recreation rooms, closets, hallways, or similiar rooms or areas shall be protected by an arc -fault interupter device per NEC 210.12.13 Smoke detector note: Smoke detectors shall be located a minumum of 3 feet from all bathrooms, ceiling fan blades, a/c return and supply grilles. Smoke detectors shall be hard wired and Battery Backup. k BRANCH CIRCUIT PANEL "A" SCHEDULE VOLTS: 120/240V 103W WIRE: 3 PHASE: 1 AMP: 200 R.M.S. SYM.: EXISTING TYPE: MAIN CIRCUIT BREAKER NEMA TYPE: NEMA 311 MFR: EXISTING MOUNTING: SURFACE MODEL: EXISTING KVA A C CIRCUIT DESCRIPTION COND. WIRE SIZE POLE AMPS CKT. CKT. AMPS POLE WIRE SIZE COND. CIRCUIT DESCRIPTION KVA A C - SPARE 1 - - 2 30 1 2 20 2 - - SPARE 1 - - - 3 4 - SPARE 1 - - 1 15 1 5 6 15 1 1 - - SPARE 1 - - SPARE 1 - - 1 15 7 8 15 1 - - SPARE 1 - - SPARE 1 - - 2 30 9 10 20 1 - - SPARE 1 - - 11 12 50 2 - - SPARE 1 - - _ 20 21 20 23 22 24 50 2 10 3/4" CU (3.7) 0.4 13 14 - 1 20 25 26 20 1 12 1/2" RECEPS EXTERIOR 0.4 15 16 - 1 - - SPARE - 29.7 PALL A 2 2" 3/0 2 200 17 18 1- 1 - - SPARE - 30.2 19 20 - 1 - - SPAM - 29.7 30.2 TOTAL 38 - - - - SPARE - TOTAL - - LOAD BY PHASE - PHASE A KVA = 29.7 PHASE C KVA = 30.2 REMARKS KEY NOTES: 1 MAIN LUGS ONLY. S 2 PROVIDE ARC -FAULT INTERRUPTING CIRCUIT BREAKER FOR ALL AREAS SPECIFIED IN NEC210.12(B) 03 VERIFY ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MFG SPECS PRIOR TO INSTALLATION. PROVIDE "HACR" RATED BREAKER (5)BRANCH CIRCUIT IS A MULTI -WIRE BRANCH CIRCUIT. THIS BREAKER SHALL BE A TWO POLE BREAKER WHICH WILL DISCONNECT BOTH BRANCH CIRCUITS SIMULTANEOUSLY. ALL GROUNDED AND UNGROUNDED CONDUCTORS SHALL BE GROUPED BY WIRE TIES WITHIN THE PANELBOARD. TOTAL CONNECTED LOAD = 59.9 AMPS = 249.6 SPARE - 1ST 10 KVA @ 100% - PHASE A KVA = 5.0 PHASE C KVA = 5.0 REMIANDER (x140% - PHASE A KVA = 9.9 PHASE C KVA = 10.1 LARGER OF AIR COND. HEATING/COOLING LOAD - PHASE A KVA = 6.0 PHASE C KVA = 6.0 -(D TOTAL DEMAND LOAD BY PHASE - PHASE A KVA = 20.9 PHASE C KVA = 21.1 AMPS BY PHASE - PHASE A AMPS = 87.1 PHASE C AMPS = 87.5 TOTAL DEMAND LOAD = 42.0 (175 A) - - - - *SEE RESIDENCE LOAD CALCULATION 19.2 18.5 TOTAL PANEL NOTES 10 EXISTING BRANCH CIRCUIT AND CIRCUIT BREAKER TO REMAIN. 20 PROVIDE NEW CIRCUIT BREAKER AS INDICATED, INSTALL IN EXISTING SPACE IN PANEL AND CONNECT NEW BRANCH CIRCUIT FOR OPERATION. EXISTING AERIAL SERVICE 120/240V, 1 PH, 3W 200 AWG WEATHERHEAD EXTERIOR DRIP LOOP (3)#3/0 IN 2" (3)#3/0 IN 2" RMC r 1C I -I NEMA 3R PANEL I 1OKAIC ,A, METER ( I -X X X -X- J J ( I GRD BAR - I (3)#3/0 IN 2" L _ J NEUT. BAR - TO EXISTING POLE MOUNTED QUTILITY TRANSFORMER 121(3)#3/0IN 2" INTERIOR (3)#3/0 IN 2" MAIN Q DISCONNECT 2UM/2P PANEL BOND EXISTINGBUILDING GROUNDING ELECTRODE SYSTEM. FIELD VERIFY MINIMUM GROUND IS #4 CU. ELECTRICAL RISER DIAGRAM NOT TO SCALE A-17.19 11111MIIIIII 200A - - - EXISTING OREMAIN -X-X- EXISTING TO BE DEMOLISHED NEW .,,,T,,,., MOTION SENSOR SENSUK V��J�Scale: 1 /411 i_OII RESIDENTIAL ELECTRIC LOAD CALCULATION ELECTRICAL SYMBOL LEGEND BRANCH CIRCUIT PANEL "B" SCHEDULE 110V RECEPTACLE E-LOAD*5/1 APPROXIMATE SQAURE FOOTAGE = 840 SO. FT. (UNDER AIR) VOLTS: 120/240V 103W WIRE: 3 PHASE: 1 AMP: 200 R.M.S. SYM.: 10,000 TYPE: MAIN LUGS LOAD NEMA TYPE:1 MOUNTING: RECESSED MFR: SQUARE D OR EQUAL MODEL: QO LOAD CENTER aw KVA A C CIRCUIT DESCRIPTION COND. WIRE SIZE POLE AMPS CKT. CKT, AMPS POLE WIRE COND. SIZE CIRCUIT DESCRIPTION KVA A C 1.0 1.5 KITCHEN REFRIGERATOR 1/2" 12 KITCHEN SMALL APPLIANCE 1/2" 12 1 1 20 1 20 3 2 4 20 2 12 1/2" DISHWASHER / DISPOSAL 1.2 1.0 1.2 1.5 KITCHEN SMALL APPLIANCE 1/2" 12 LOUNGE SMALL APPLIANCE 1/2" 12 1 1 20 5 20 7 6 8 20 2 12 1/2" DISHWASHER / DISPOSAL 12 1.0 1.2 LOUNGE SMALL APPLIANCE 1/2" 12 1 20 9 10 20 1 12 1/2" KITCHEN MICROWAVE 13 4.3 4.2 DRYER 3/4" 10 2 20 11 13 12 14 20 1 12 1/2" 20 1 12 1/2" RECEPS FAMILY 1.4 RECEPS FAMILY p.4 1.5 WASHER 1/2" 12 1 20 15 16 20 1 12 1/2" RECEPS BEDROOM 1.2 0.4 FE 11 RECEPS BATH #1 1/2" 12 1 20 17 18 20 1 12 1/2" RECEPS CORRIDOR 1.2 WITH COVER PLATE, FLUSH WITH FLOOR 0.4 RECEPS BATH #2 1/2" 12 1 20 19 20 20 1 12 1/2" ATTIC LTG/REC 0.4 1.0 1.2 RECEPS OFFICE&OUNGE 1/2" 12 RECEPS OFFICE/LOUNGE 1/2" 12 1 1 20 21 20 23 22 24 50 2 10 3/4" CU (3.7) 0.4 RECEPS EXTERIOR 3/4" 10 1 20 25 26 20 1 12 1/2" RECEPS EXTERIOR 0.4 TELEVISION JACK 27 28 20 1 12 1/2" LTS BATH #2 1.2 6.0 6.0 AHU 4 3/4" 6 2 60 29 31 30 32 20 1 10 3/4" - - LTS EXT PERIMETER Q.5 SPARE - 1.4 1.1 SMOKE/CO ALARMS 1/2" 12 LTS FAMILY ROOM 1/2" 12 1 1 20 33 20 35 34 36 - - - - - SPAS - SPARE - 1.2 S/ LTS KITCHEN 1/2" 1 12 1 20 37 38 - - - - SPARE - ELECTRICAL PANEL 1.1 LTSLOUNGE/BATH #1 1/2" 12 1 20 39 40 - - - - SPARE - 1.1 LTS BEDROOM 1/2" 12 1 20 41 42 - - - - SPADE - 19.2 18.5 TOTAL SWITCH TOTAL 9.8 9.9, AUTOMATIC TRANSFER SWITCH LOAD BY PHASE - PHASE A KVA = 29.0 PHASE C KVA = 28.4 REMARKS KEY NOTES: 1 MAIN LUGS ONLY. S PROVIDE ARC -FAULT INTERRUPTING CIRCUIT BREAKER FOR ALL AREAS SPECIFIED IN NEC210.12(8) U3 VERIFY ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MFG SPECS PRIOR TO INSTALLATION. (D PROVIDE "HACR" RATED BREAKER (PBRANCH CIRCUIT IS A MULTI -WIRE BRANCH CIRCUIT. THIS BREAKER SHALL BE A TWO POLE BREAKER WHICH WILL DISCONNECT BOTH BRANCH CIRCUITS SIMULTANEOUSLY. ALL GROUNDED AND UNGROUNDED CONDUCTORS SHALL BE GROUPED BY WIRE TIES WITHIN THE PANELBOARD. TOTAL CONNECTED LOAD = 57.4 AMPS = 239.2 UNDER COUNTER 1ST 10 KVA (x1100% - PHASE A KVA = 5.0 PHASE C KVA = 5.0 REMIANDER (x140% - PHASE A KVA = 9.6 PHASE C KVA = 9.4 LARGER OF AIR COND. HEATING/COOLING LOAD - PHASE A KVA = 6.0 PHASE C KVA = 6.0 TOTAL DEMAND LOAD BY PHASE - PHASE A KVA = 20.6 PHASE C KVA = 20.4 AMPS BY PHASE - PHASE A AMPS = 85.8 PHASE C AMPS = 85.0 TOTAL DEMAND LOAD = 41.0 (170.8 A) A.C. *SEE RESIDENCE LOAD CALCULATION C.M. CEILING MOUTED EXISTING AERIAL SERVICE 120/240V, 1 PH, 3W 200 AWG WEATHERHEAD EXTERIOR DRIP LOOP (3)#3/0 IN 2" (3)#3/0 IN 2" RMC r 1C I -I NEMA 3R PANEL I 1OKAIC ,A, METER ( I -X X X -X- J J ( I GRD BAR - I (3)#3/0 IN 2" L _ J NEUT. BAR - TO EXISTING POLE MOUNTED QUTILITY TRANSFORMER 121(3)#3/0IN 2" INTERIOR (3)#3/0 IN 2" MAIN Q DISCONNECT 2UM/2P PANEL BOND EXISTINGBUILDING GROUNDING ELECTRODE SYSTEM. FIELD VERIFY MINIMUM GROUND IS #4 CU. ELECTRICAL RISER DIAGRAM NOT TO SCALE A-17.19 11111MIIIIII 200A - - - EXISTING OREMAIN -X-X- EXISTING TO BE DEMOLISHED NEW .,,,T,,,., MOTION SENSOR SENSUK V��J�Scale: 1 /411 i_OII RESIDENTIAL ELECTRIC LOAD CALCULATION ELECTRICAL SYMBOL LEGEND t0 w 110V RECEPTACLE E-LOAD*5/1 APPROXIMATE SQAURE FOOTAGE = 840 SO. FT. (UNDER AIR) DESCRIPTION LOAD KVA HOUSE GENERAL LTG & RECEPT 0 3VA/SO.FT. 2.5 SMALL APPLIANCE CIRCUITS (6) ® 1500 9.0 STACKABLE WASHER/DRYER 6WP 6.0 REFRIGERATOR (2) SURFACE MOUNTED FIXTURE 1.6 DISHWASHER 1.2 GARBAGE DISPOSAL (2) INTERRUPTER 1.0 RANGE / COOKTOP (2) 8 8.4 MICROWAVE (2) RECESSED LIGHTING FIXTURE 1.5 TOTAL HVAC RECESSED LIGHTING SUB -TOTAL LOAD (NON -DIVERSIFIED) DIVERSIFICATION: (PER NEC ART 220.83) 1ST 10 KVA 0+ 10OX = REMAINDER 0 4OX (21.2) = *HVAC 0 10OX (12.0) = 10.0 8.5 12.0 31.2 KVA KVA KVA TOTAL DIVERSIFIED LOAD = 30.5 KVA =- 240V = 30.5 127.1 KVA AMP EXISTING SERVICE PROVIDED: 120/24OV, 10, 3 WIRE, 200 AMPS. RECESSED LIGHTING RISER NOTES A� RE-ROUTE EXISTING SERVICE DROP FROM OVERHEAD TO UNDERGROUND. COORDINATE NEW SERVICE LATERAL WITH FPL. © BOND NEUTRAL AND GROUND BARS. ©EXISTING AERIAL SERVICE FEEDER SHALL BE DEMOLISHED. COORDINATE REQUIREMENTS WITH FPL PRIOR TO START OF CONSTRUCTION. DISCONNECT AND REMOVE EXISTING SERVICE WEATHERHEAD AND CONDUIT DOWN TO EXISTING TO METER LOCATION. 0 ROUTE CONDUIT IN TRENCH TO EXISTING UTILITY POLE LOCATION. FIELD COORDINATE EXACT ROUTING PRIOR TO START OF CONSTRUCTION. Q (1)#4 GROUNDING ELECTRODE CONDUCTOR IN 3/4" SCHEDULE 40 PVC. CONNECT TO EXISTING BUILDING GROUNDING ELECTRODE SYSTEM AS REQUIRED. QEXISTING METER SHALL BE RELOCATED AND REUSED FOR NEW WORK. REFER TO FLOOR PLAN FOR NEW LOCATION. Kanthan Design Corporation 00 00 (D LO IJJ CZ r O��c rr LLLL O o c �=z 0 E E 00 _C C co � N LJJ--)r� ft d- 00 ■� Cy') ELECTRICAL SYMBOL LEGEND t0 w 110V RECEPTACLE rvwa Co J -BOX FOR FAN/ Y Y PENDANT/CHANDELIER O QUAD-PLEX RECEPTACLE rr N INCANDESCANT LIGHTING 6WP WATER PROOF RECEPTACLE- SURFACE MOUNTED FIXTURE 8GFI GROUND FAULT CIRCUIT INCANDESCANT LIGHTING WALL MOUNTED FIXTURE INTERRUPTER 8 110V SWITCHED RECEPTACLE -�- RECESSED LIGHTING FIXTURE ® 220V RECEPTACLE RECESSED LIGHTING WALL- WASHER FIXTURE ® FLOOR RECEPTACLE WITH COVER PLATE, FLUSH WITH FLOOR RECESSED LIGHTING VAPOR -PROOF FIXTURE CEILING RECEPTACLE FE 11 2'x4' FLUORESCENT ® FLOOR RECEPTACLE/TELE/FAX/DATA LIGHTING (SURFACE MNT.) WITH COVER PLATE, FLUSH WITH FLOOR UNDER -CABINET OR COVE ® FLOOR TELE/FAX/DATA PORT WITH FLUORESCENT LIGHTING COVER PLATE, FLUSH WITH FLOOR At TELE/FAX/DATA PORT CEILING FAN CEILING TELE/FAX/DATA PORT © TELEVISION JACK GARAGE DOOR OPENER JUNCTION BOX Q ELECTRICAL METER FLOOD LIGHTS a FUSE DISCONNECT 0 ELECTRICAL CIRCUIT BREAKER S/ SMOKE DETECTOR CLG. MOUNT ® FACTORY INSTALLED DISCONNECT CD CARBON MONOXIDE DETECTOR I?Q ELECTRICAL PANEL SMOKE ALARM/CARBON MONOXIDE CO DETECTOR COMBO CLG. MOUNT ® LOW VOLTAGE PANEL EF EXHAUST FAN Cl MAIN DISTRIBUTION PANEL SWITCH ® AUTOMATIC TRANSFER SWITCH $3 THREE-WAY SWITCH U.C. UNDER COUNTER 54 FOUR-WAY SWITCH A.C. ABOVE COUNTER C.M. CEILING MOUTED WALL MOUNTED DIMMER SWITCH B.C. BELOW COUNTER is JAMB SWITCH P.C. PHOTOCELL CONTROLLED &v LOW VOLTAGE SWITCH T.C. TIME CLOCK CONTROLLED @1 PUSH BUTTON NOTES: RECEPTACLES ARE TO BE MOUNTED AT 18" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. SWITCHES ARE TO BE MOUNTED AT 48" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. Kanthan Design Corporation 00 00 (D LO IJJ CZ r O��c rr LLLL O o c �=z 0 E E 00 _C C co � N LJJ--)r� ft d- 00 ■� Cy') VIP 70LL t0 w rvwa Co O O � rr N Co VIP O t0 w rvwa Co O Revisions: 1. All designs and concepts are the property of Kanthan Design Corporation, and may not be modified or copied without written permission by the firm's representative. 2. Contractor to verify all written dimensions (Not scaled) and notify all respective parties of any discrepancies or omissions. Construction shall not proceed until said discrepancies or omissions have been resolved. 3. Contractor to verify and approve all shop drawings and dimensions before having drawings reviewed and accepted by the design professional prior to construction. 15019 © 2015 by Kanthan Design Corporation. All rights reserved. This document, or any part thereof, may not be reproduced in any manner whatsoever without